The URL can be used to link to this page

Home My WebLink About04120116 Building Plans'12'' ROOF SHEATHING w/ 1511 FELT $ 240# FIBERGLASS SHINGLES A -I RIDGE BEAM Ix TRIM, PAINTED 2x TRIM, PAINTED I12'' PLYWOOD, PAINTED (2) 2x8 WOOD BEAM ANCHORED TO POST w/ 51MP50N COLUMN GAP CONNECTOR Ix TRIM, PAINTED - 12 "x 12 " WOOD COLUMN, PAINTED Ix TRIM, PAINTED A(/2"x 6" STAINLESS STEEL OWEL INTO EXISTINGONCRETE SLAB (MIN. 3" EMBEDMENT) w/ SIMPSON ALUMINUM POST STANDOFF A( FOOTING SECTION 3 �LOOR PLAN uFALc EXISTING WINDOW FLASHING '/4"m x 3" SLEEVE ANCHORS 's 12' O.C. Q / 2x4 RAFTERS s 16 " O.C. 2x4 SOFFIT FRAMING a 16 " O.C. %'' PLYWOOD ARCH SOFFIT CONNECT BEAM TO WALL W/ SIMPSON FACE MOUNT HANGER, SEE DETAIL 4/A1 EXISTING LAMP ELEVATION SCALE : NO SCALE A -I SIDE ELEVATION SCALE : 1/T = 1'-0" (2) 2x8 BEAM 5IMP50N FACE MOUNT HANGAR (2)1/411 x 3" SLEEVE ANCHORS INTO MASONRY (EACH SIDE) 10d NAILS INTO BEAM DETAIL 4 SCALE : 1 1/2' = 1'-0" A -I SECTION S9 1 SCALE : 1" = 1'-0" A-1 2x4 RAFTERS e 16" O.0 2x4 SOFFIT FRAMING a 16 " 0, C' 3/s'' PLYWOOD 5OFFIT (2) 2x8 WOOD BEAM 51MP50N COLUMN CAP CONNECTOR +l1-( 11 Ix TRIM 12''x12'' WOOD COLUMN $ A4uw, ti, lam. Arcbitects / Engineers 5105 Madison Avenue Indianapolis, IN 46227 (317) 783-2343 (317) 784-5100 PROJECT NO.: 0450 DRAWN BY: ELB CHK. BY: DATE: NOVEMBER 23, 2004 REVISIONS: RKW 12-6-04 ELB 12-28-04 SBC7110m n>� A-1 11/2" ROOF SHEATHING w/ 15* FELT 4 240* EXISTING WINDOW FI5ERGLA55 1 FLASHING SHINGLES A-1 I%"t x 3" SLEEVE RIDGE BEAM ANCHORS a 12' O.C. Q Ix TRIM, PAINTED 2x4 RAFTERS e 2x TRIM, PAINTED 16" O.C. 1/2" PLYWOOD, 2x4 SOFFIT FRAMING PAINTED Q 16" O.C. PLYWOOD ARCH SOFF I T (2) 2x8 WOOD BEAM ANCHORED TO POST w/ +�I-0 SIMPSON COLUMN CONNECT BEAM TO WALL CAP CONNECTOR w/ SIMPSON FACE MOUNT Ix TRIM, PAINTED HANGER SEE DETAIL 4/A1 12'x12' WOOD COLUMN, PAINTED I I I \—EXISTING LAMP Ix TRIM, PAINTED Qj 1�2" x 6" STAINLESS STEEL DOWEL INTO EXISTING CONCRETE SLAB (MIN. 3" EMBEDMENT) w/ SIMPSON ALUMINUM POST STANDOFF EXISTING FOOTING FI5ERGLA SHINGLES SECTION 3 SCALE : I/T = r- Ad FLOOR PLAN n SCALE : L7, = P-0, A BRICK ELEVATION SCALE : NO SCALE Ad (2) 2x8 BEAM SIDE ELEVATION SCALE : I/2" = r-0" /a'r� F1'y\,V00p'/ F I114-4-!�.P V 111 IMAM- NO SIMPSON FACE MOUNT HANGAR (2)1/4 11 x 3" SLEEVE ANCHORS INTO MASONRY (EACH SIDE) A 10d NAILS INTO BEAM SCALE : l I/Y = L'-0" A� 1 SECTION 'B' 1 SCALE : r = r -(r A -I 2x4 RAFTERS @ 16" O.C. 2x4 SOFFIT FRAMING e 16" O.C. 3/s" PLYWOOD SOFFIT (2) 2x8 WOOD BEAM SIMPSON COLUMN CAP CONNECTOR Ix TRIM 12"x12" WOOD COLUMN Architects / Engineers 5105 Madison Avenue Indianapolis, IN 46227 (317) 783-2343 (317) 784-5100 ROBERT E. BEAMAN # 3778 PROJECT NO.: 0450 DRAWN BY: ELB CHK BY: DATE: NOVEMBER 23, 2004 REVISIONS: RKW 12-6-04 EL5 12-28-04 J 1' '+ C 1 i1y, I A- 1 ROOF SHEATHING w/ 1541 FELT 4 240' FIBERGLASS SHINGLES RIDGE BEAM Ix TRIM, PAINTED --� 2x TRIM, PAINTED —� I/2" PLYWOOD, PAINTED (2) 2x8 WOOD SEAM ANCHORED TO POST w/ 5IM106ON COLUMN CAP CONNECTOR Ix TRIM, PAINTED 12'x12' WOOD COLUMN, PAINTED ix TRIM, PAINTED ---\ 1/2" STAINLESS STEEL DOWEL INTO EXISTING CONCRETE SLAB w/ 5IMP50N ALUMINUM POST STANDOFF SECUON �PFr 3 FIBERGLA A—I , SCALE • 1/2" = 1'—fl" SHINGLES r 3 1. ry r i FL.WR I.1,1tL SCALE 1/2" = 1'-0" A-1 12 "x12" WC ELEVATION SCALE : NO S('ALE A-1 (2) 2x8 BE i.I EI ALL SCALE : 1 1/7 - 1'-V FIBERGLA55 SHIN 15# FE I/2 " NO 2x4 Colo � � 3 m� D n lb SIDE E.LIEVATION A -I SCALE : VT = 1'-0" 51MP50N FACE MOUNT HANGAR (2) EXPANSION BOLTS N%c I.H6vly» I11 t C,4A(_r t SIDE) 10d NAILS INTO BEAM SLOPE TO MATCH EXISTING —� 2x4 RAFTERS 9 16" O.C. 2x4 SOFFIT FRAMING tv 16" O.C. 3/6" PLYWOOD SOFFIT (2) 2x8 WOOD REAM 5IMP60N COLUMN CAP CONNECTOR fll" 0 to Ix TRIM — 12 "x12" WOOD COLUMN SECTION 'B' SCALE : 1" = 1'-0" A -I 9"4,.x.,.. A44"�, 14 ,ec Arc> itects / Engimears 5105 Madison Avenue Indianapolis, IN 46227 (317) 783-2343 (317) 784-5100 r. y' � •r. fir..`^ ' ` � ROBERT E. BEAMAN ## 3778 PROJECT NO.: 0450 DRAWN BY: ELB CHK. BY: DATE: NOVEMBER 23, 2004 REVISIONS: WW 12-6-04 t Z O H SHCrXM DBTK^Ai.