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HomeMy WebLinkAbout44-01 Plans March 22 2001 Framing Details pg 211 L4x4x1 /4" CLIP ANGLE S402 LAP TOP PLATE MIN 4" ONTO OR BEYOND ENDS OF STEEL BEAM EAM SEE PLAN t0 1/2" BOLTS @ 2' -0" O.C. L4x4x1 /4" HANGERS S402 ALTERNATE SIDES OF BEAM T STEEL EL= 113'-3" I -°�-- NOTE: TUBE & BEAM ARE IALL INTO ARCHWAY CENTERED IN WALL, BEAM (4) 3/4" BOLTS / 1/2" CAP PLATE W/ �4' FLANGE i5 5 -1 2" WIDE. ii �B /LINTEL _ I WORKING PT. „ I `� EC= 107' -2 -1 /2° L3 1/2x3 1/2x3/16 MIER CORNERS107 —2 -1/2 RADIUS PORTION MAY 1_441/4 "x5" CLI FROM BE BUILT UP FROM TUBE TO BACK 0' LINTEL 'm TUBE COLUMN 1/4" PLATE. ' POSITION SCALE: 3/4° ,r --- ROOF BEAM SEE PLAN :LD SET CLIP POSITION BE COL BEYOND 'Al. ANGLE LEG TO SUPPORT LINTEL NGLE TO SUPPORT ARCH WALL IG, FRAME WALL INTO ARCHWAY SCALE: 3/4" = 1' —O" I I I COL BRG. 1 I f E� L= 99' -7" (T /WALL) ' EPDXY A.B.'S INTO I3' -4" T /WALL. LINTEL A T EN T RA NICE SCALE: 1/4" = 1' -0" L4x4x1/4" CLIP ANGLE LAP TOP PLATE MIN 4" ONTO OR BEYOND ENDS OF STEEL BEAM 1/2" BOLTS © 2' -0" O.C. 1_441/4" HANGERS ALTERNATE SIDES OF BEAM EL -113 —3 NOTE: TUBE & BEAM ARE 1/2" CAP PLATE W/ CENTERED IN WALL, BEAM (4) 3/4" BOLTS FLANGE IS 5-1/2" WIDE. I O/LIINTTE,L WORKING PT. E — 2 -1/2" EL =107 — 2 -1/2" L3 1/20 1/2x3/16 MI ER CORNERS RADIUS PORTION MAY 1 /4 "x5" CLI FROM BE BUILT UP FROM L4x4x TUBE I/ BACK 0 LINTEL TUBE COLUMN 1/4" PLATE. I I I I COL BRG. EL= 99' -7" (T /WALL) EQ EQ EPDXY A.B.'S INTO SEE PLAN T /WALL. SCALE: 1/4" = 1' -0" SCALE: 3/4" 1' —Oar IV CMU WALL SIMPSON LS50 TOP & BOTTOM W/ (8) 10d NAILS (3) 1 3/4"x9 1/2" LVL (2) 2x6 TRIMMERS ATTACH TO BLOCK W/ 1/8" MASONRY SCREWS r�. - f ATTACH ROOF SHEATHING TO SHEAR BLOCK W/ (12) 1 O COMMON SHEAR BLOCK TRUSS @ 8' -0" O.C. DESIGN FOR 1,200 lb SHEAR. SCALE: 3/4" 2x4 PURLINS 2' -0" O.C. I. nl Ir"A I JCIUMR Dill IV T /WALL W/ (2) 16d TOE NAIL, TYP. 2x6 BLOCKING W/ (3) 16d EA. END SHEATHING SEE PLAN NOTES ROOF TRUSS, SEE PLAN IEATHING, SEE PLAN NOTES CKING @ 4' -0" O.C. ATTACH 16d COMMON EA END 2x4 CONT. NAILER ROOF TRUSSES, SEE PLAN SCALL: 3/4" V-0" SIMPSON CC5 1/46 3/4 "0 THROUGH BOIL 3/8 PLY EACH SIDE JCALL: 3/4 -- = 1' -0" ' E HEATHING (SEE PLAN) =E ARCH FOR VD OF TRUSS _mK TRUSS BRG. DOWN (SEE SCHED.) 2x12 BEAM, LAMINATE W/ 12" O.C. IN TWO ROWS 0 EACH SIDE (4) SEE PLAN nre°a elrr nr ... CAP PL NOTE: JOIST & DECK NOT SHOWN FOR CLARITY BEAM ON (, MIN. SPLICE TO HAVE 2 ROWS OF A325 BOLTS & BE MIN. DEPTH OF d/2 (4 ANGLE STD. CONN.) T /STL. EL. SEE —PLAN CSIMrichitects Engineersknteriors , HEADER Engineering SEE ARCH. ELEV. Land Planning " Historic Architecture 1 4 SPACER ER (2) 2x6 TRIMMERS ATTACH TO BLOCK W/ 1/8" MASONRY SCREWS r�. - f ATTACH ROOF SHEATHING TO SHEAR BLOCK W/ (12) 1 O COMMON SHEAR BLOCK TRUSS @ 8' -0" O.C. DESIGN FOR 1,200 lb SHEAR. SCALE: 3/4" 2x4 PURLINS 2' -0" O.C. I. nl Ir"A I JCIUMR Dill IV T /WALL W/ (2) 16d TOE NAIL, TYP. 2x6 BLOCKING W/ (3) 16d EA. END SHEATHING SEE PLAN NOTES ROOF TRUSS, SEE PLAN IEATHING, SEE PLAN NOTES CKING @ 4' -0" O.C. ATTACH 16d COMMON EA END 2x4 CONT. NAILER ROOF TRUSSES, SEE PLAN SCALL: 3/4" V-0" SIMPSON CC5 1/46 3/4 "0 THROUGH BOIL 3/8 PLY EACH SIDE JCALL: 3/4 -- = 1' -0" ' E HEATHING (SEE PLAN) =E ARCH FOR VD OF TRUSS _mK TRUSS BRG. DOWN (SEE SCHED.) 2x12 BEAM, LAMINATE W/ 12" O.C. IN TWO ROWS 0 EACH SIDE (4) SEE PLAN nre°a elrr nr ... CAP PL NOTE: JOIST & DECK NOT SHOWN FOR CLARITY BEAM ON (, MIN. SPLICE TO HAVE 2 ROWS OF A325 BOLTS & BE MIN. DEPTH OF d/2 (4 ANGLE STD. CONN.) T /STL. EL. SEE —PLAN CSIMrichitects Engineersknteriors SCALE: 1" = 1' — 0" STL0064 Jill SCALE: 3/4" •r r + Y SCALE: 3/4" = 1' -0" ,SEE PLAN) N (SEE SCHED) PLATES W/ 1/2" BOLTS O.C. ALT. SIDES OF BEAM iEATHING TEAR BLOCK TRUSS 8' -0" O.C. :E ARCH FOR JD OF TRUSS Date Drawn By Checked By 02/02/01 JCK I JRH Certified By -i: 19400210 Certified ey`� mtti tA�� Sheet No. Of Sheets File No. 20574 Architecture Engineering 2' MIN. Land Planning B Historic Architecture Landscape Architecture Interior Design Space Planning ,Copyright 1998 Scope The a drav'nla pro::cate the 9¢aer°I w.op+ of the ,.l prc ±et in terms v( erce ?taWrW Cel:;n canc¢pt, Drawings the dinem;o a el tF.e b°0 n�, the msjor arenYec- h'MI dc+ -en:s Cr,7 tM tYr''e al s:Nthrvcl, meckn�i- c;�, cirfi;C � fam. Tha dree.a;a do act 1a l�u p.rrom C cnd corr�iel�on W tn; mmU et Ine CcNract, On lee a°5s a pee a:cae InJcated or de ;bed. the Ucde eertroe.eret ler's sna�i lumien o!r ipenv rergred la Ine proper aecullev and cam;.'elron al vu eod, Revisions: SCALE: 1" = 1' — 0" STL0064 Jill SCALE: 3/4" •r r + Y SCALE: 3/4" = 1' -0" ,SEE PLAN) N (SEE SCHED) PLATES W/ 1/2" BOLTS O.C. ALT. SIDES OF BEAM iEATHING TEAR BLOCK TRUSS 8' -0" O.C. :E ARCH FOR JD OF TRUSS Date Drawn By Checked By 02/02/01 JCK I JRH Certified By -i: 19400210 Certified ey`� mtti tA�� Sheet No. Of Sheets File No. 20574