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HomeMy WebLinkAboutB17-0066_S5_07-01_1498500469.pdf ".411113° z 06/26/17 0, 0 MODULAR BUILDING FRAMING BY OTHERS 1 %a';v1 1/2" SDS I (4)-4 %2" TIMBERLOK OR %a'x 1 %2" SDS I I (4)-4 %2" TIMBERLOK OR 11 SCREWS INTO RIM II\ 3 5/8" LEDGERLOK SCREWS AT SCREWS INTO RIM I , 3 5/8" LEDGERLOK SCREWS AT 0 5/8" BOARD r�► BOARDwirgrol5SHEATHING3 1 1 1iDEACH STUD, ATTACH TO (3) EACH STUD, ATTACH TO (3) MODULAR BUILDING FRAMING BY OTHERS 1 /a"x11 /4" VL /a"x4 /2" �� �/ STUDS MIN. STUDS MIN. 1" OSB RIM S5.07 RAFTERS PER PLAN SIMPSON SDS I �A 1" OSB RIM BOARD 1" OSB RIM BOARD 3�4 BOARD W/ 3 " SCREWS INFRAMITO TOWN STAMP 5/8 AT CONNECTION AT CONNECTION S5.07 LEDGERLOK (2)-2x6 STUD LOCATION 2x6 STUDS IMIIILVI LOCATION SCREWS 0 16" 11 4x 1 D's O.C., STAGGER �1 •'i TRELLIS MIN. ® 1 1 1 TOP & BOTTOM 1� CORNER /a» DOUBLE KNIFE PLATE /a" DOUBLE KNIFE PLATE 1 CONNECTIONW/SMIN. (12) CONNECTIONW/ MIN. (12)>-C IA A /''))('/4SIMPSONSDSSCREWSINTOSIMPSONSDSSCREWSINTO5/s I 111,1 FRAMING AND OSB RIM FRAMING AND OSB RIM359 1 3/4"x 11 %4" VL SHEATHING S RAFTERS PER PLAN 01 DOUBLE KNIFE PLATE CONNECTION DOUBLE KNIFE PLATE v �'jx 4x10's * AT STUD WALL CORNER— _ CONNECTION AT STUD TRELLIS © 3 ELEVATION VIEW WAL — ELEVATION VIEW D E S I G N 55.07SCALE. 3/4" = (i) SCALE. 3/4"" 4x 10 BEAM EACH SIDE OF 6x6 POST %2" T/MBERCH OR 1" OSB RIM (2)-3/4' THRU �� 3(4)44" L1ED"GERLOK SCREWS AT ;'�~"��� BOARD W/ 3 5/5 ` \i/ z ® O4 4 BOLTS EACHPOSTSTUDSS D ATTACH TO 3 r ,,, nE. : •°S 1 6x6 EACH () ••L1CFi���1 LEDGERLOK 1 + zi to . Rr 1 SCREWS 0 16" .� a DOUBLE KNIFE (2)-2x6 STUD s • • • if. PLATE CONNECTION i 0.C., STAGGER MIN. 0 TOP & BOTTOM 6x6 POST CORNER 1 3 3 8 7 4x10 BEAM (2)-RIM 0» 't ;05/31/17; 2x6 STUDS 0 %a" DOUBLE KNIFE EACH SIDE 6x6 POST OF BO�DUDAPER m• fXl ••°•• •°r\ � PLATE CONNECTION °°•••° "� 16" O.C. / BUILDING 14';y4 1 ; I ! �1t'�'��y,� _ 1" OSB RIM (2)-3/410 THRU DESIGNER /2" - 1" OSB RIM BOARD ��*`'IYA`- R! BOARD AT BOLTS EACH 6x6 rI \ SIMPSON SDS AT CONNECTION "`�' (2)-4x10 BEAM POST Iii! DISCIPLINE STAMP LOCATIONATTACHMENT 6x6 POST %4" DOUBLE KN/FE PLATE FRAMING ja"x 1 %2" SDS LOCATIONS CONNECTION W/ MIN. (12) - SCREWS INTO RIM �� �� �� %a' x 4 %2" SIMPSON SDS 4x 10 BOARD SCREWS INTO RIM 4x10 LOW ROOF FRAMING CROSS SECTION — _ LOW ROOF FRAMING CROSS SECTION — DOUBLE KNIFE PLATE 1 4x70 BEAM BELOW MODULAR 2, 4x70 BEAM ATTACHED TO MODULAR CONNECTION TO RIM (2)-4x70 BEAM S5.07 SCALE: 3/4" = 1'-0" S5.07 SCALE: 3/4" = 1'-0" I 5 BOARD — ELEVATION VIEW CONNECTION AT WALL 7 SCALE: 3/4" = 1'-0" 6 CORNER — PLAN VIEW S5.07 SCALE: 3/4" = 1'-0" 71' i'-o)/2" J, 4 5/s" 5/s" TOE-S(3)- K 5/8" SHEATHING SHEATHING RAFTER AT BEARING, TYP. SHEATHING 3 1y2" 13/4" 1 3/4"x 11 %a" VL RAFTERS 1 3/a"x 11 %a" VL RAFTERS 1/4.. TYP. 7 , 5" 3/4" / " /� 3/4» 1 3/4"x 11 %4" VL RAFTERS M CONTINUOUS 2x12 'k 1 • _�� %a"0 SIMPSON SDS SCREWS, (3)- TIMBERLOK SUBFASCIA �, NS AND ROWS, TOE-SCREWS EACH hI I. INSTALLREQUAL MNUMBERS EACH SIDE (3)- TIMBERLOK RAFTER AT BEARING, TYP. - TOE-SCREWS EACH 4x6 EACH SIDE OF SII Q M II . a-. _ _ _ OF PLATE, (12) SCREWS MINIMUM RAFTER AT BEARING, TYP. COLUMN In a� II I 2x 10 BLOCKING T I� M _ 1 �— �— (48)- HOLES FOR %a'v� SDS SCREWS, �� 3/a' THRUBOLT ij 4 (0.266' MIN., 0.305' MAX.) 0 CONTINUOUS 2x 12 / \ /i' / 1 ���� 1/4 SUBFASCIA �� _ ,'. M 1y2,. M g„ ' (2)- 3/a' THRU 13/4„ \_13/4 NOTE:KNIFE PLATES AND BASE PLATE a NOTCH RAFTERS DOWN BOLTS, 134510CROSS SECTION ELEVATION 1 \� \� TO BE/a" STEEL PLATE. ,;W '� ,:;� _ 't ``� AND BEAR 4x6's ON TOP HOLES, TYP. 2. CUT 3/8" MAXIMUM WIDTH SLOT 2x10 " �, rill ° +e = ;_,-e�� SUBFASCIA / _ IN MIDDLE OF 4x 10 BEAMS AND \ AV \ t;� ! _ ,-`r��, INSERT KNIFE PLATE. 0 I�, C:ITD DOUBLE KNIFE PLATE DETAIL (2)-3/4'0 THRU (2)-3/4'0 THRU 5.0 SCALE: 1 1/2" = 1'-0" 1 4x 10 BEAM EACH BOLTS EACH 6x6 4x 10 BEAM EACH (2)-3/4' 3 THRU BOLTS EACH 6x6 1 /a'x 11 /a" VL RAFTERS SIDE OF COLUMN PER POST SIDE OF COLUMN PER BOLTS EACH 6x6 POST PLAN PLAN POST 4x10 BEAM EACH5" 3/4" 2" 3/4" 6x6 POSTS PER PLAN 6x6 POSTS PER PLAN M SIDE OF COLUMN PER ISSUE Town of Vail Permit Set PLAN y 1: _ rifu STAGGER 4SIMPSON COLUMNS AND ROWS, II low f iP' INSTALL EQUAL NUMBERS EACH SIDE •II 0 P1l11 OF PLATE, (6) SCREWS MINIMUM MI DRAWN BY: J1P I� /�1 �1�, (12)- HOLES FOR 14'0 SDS SCREWS, CHECKED BY: MN �� 1j 4 _1 1 � ` 1 a (0.266' MIN, 0.305' MAX.) CONSULTANT 1 ■.ad 1y2„ in ,:.,i- NOTE: SSG M (2)- 3/a'� THRU 13/4" 13/4" 1. KNIFE PLATES AND BASE PLATE LOW ROOF FRAMING CROSS SECTION — LOW ROOF FRAMING CROSS SECTION — LOW ROOF FRAMING CROSS SECTION — 13%6 14" BOLTS, 13%6'0 CROSS SECTION ELEVATION TO BE STEEL PLATE. (7 ` END OF RAFTERS ON (2)-4x70 BEAM 8 RAFTERS ON (2)-4x70 BEAM 9 RAFTERS FROM BOTH DIRECTIONS ON (2)-4x70 BEAM HOLES, TYP. 2. CUT 3/8" MAXIMUM WIDTH SLOT 118 West Sixth Street, Suite 200 S 5,Q7/ SCALE: 3/4"" = 1'-0" S5,Q7 SCALE: 3/4" = 1'-0" 55.07 SCALE. 3/4" = 1'-O" IN MIDERT K EF 4x10 BEAMS AND Glenwood Springs, CO 81601 INSERT KNIFE PLATE. 970.945. 1004 www.sgm-inc.com 1 1 SINGLE KNIFE PLATE DETAIL MODULAR BUILDING FRAMING BY OTHERS MODULAR BUILDING FRAMING BY OTHERS (4)-4 1/2" S5.07 SCALE: 1 1/2" = 1'-0" �1 �1 TIMBERLOK OR SHEET TITLE 0 k 1� 1� 3 5/8" LEDGERLOK �1 SCUD, S T EACH �� Building 1 - Roof 1" OSB RIM STUD, ATTACH TO BOARD W/ (2) (2) STUDS MIN. 2x6 STUDS (3)- T/MBERLOK 1 ROWS OF 3 5/8" Framing Details (2) 1 %a" SINGLE KNIFE �1 SCREW LEDGERLOK TOE-SCREWS EACH j PLATE CONNECTION � j SCREWS 0 16" RAFTER AT BEARING, TYP. 0.C., TOP & 4x 10 " 4x 10 BOTTOM 111- t y4°' : 2x 10 BLOCKING TRELLIS TRELLIS %4"x4 1/2" v JOISTS PER % , Z JOISTS PER Z v PLAN PLAN 1" OSB RIM BOARD SIMPSON SDS 'V f AT CONNECTION SCREWS INTO REVISION •i _ - FRAMING s © LOCATION SINGLE KNIFE PLATE 50 - �� %a"x 1 %2" SDS N CONNECTION SCREWS INTO RIM `' O _1 A — A_ — ll05 • BOARD 4x10 BEAM �- — 1» OSB RIM i •_-�- — �_-'i� Q • 44'i,041 ® ■ 1" OSB RIMmI —;�� _ ,�� %a» SINGLE KNIFE BOARD W 2 I I- - — OD 11 BOARD AT KNIFE x \ — 1PLATE CONNECTION ROWS OF 3 Ss" \�° SBA R © ni PLATE z \ \ SINGLE KNIFE PLATE a LEDGERLOK CONNECTION 4CONNECTION W/%a"x3 %2" x SCREWS 0 16" BEAM EACH SIDE OF BOTTOM TOP & (2)-3/4'0 THRU 1 1/2" 4x 10 6" SDS SCREWS (2)-3 /2'x9 E COLUMN PER PLAN BOLTS EACH 6x6 4x10 GLUCAN BEAM W/ IT 1 g (2)-3/410 POST II SINGLE DOUBLE KNIFE FTOPLATE 4x 10 ;, THRU BOLTS 2x6 STUDS 0 KNIFE PLATE BEAM W/%4'"x3 %2" 2x6 STUDS 0 Z X-- 6x6 POST EAC POSE 6x6 POSTS PER PLAN 16" 0.C. POS6x6 TS CONNECTION SDS SCREWS 16" 0.C. PER Ji\_ 4x 10 BEAM EACH PLAN SIDE OF COLUMN 4x 10 (2)-3/410 THRU BOLTS u 4x70 TRELLIS BEAM nom— ^ — nom— CONNECTIONS — PROJECT NUMBER 2015-453.001- 1 4 015-453.00114 PLAN VIEW ISSUE DATE 05/30/17 55.07 SCALE: 3/4" = 1'-0" 0. 1 2 TRELLIS FRAMING CROSS SECTION 13 TRELLIS FRAMING CROSS SECTION SHEET NO. 55.07 SCALE: 3/4" = 1'-0" 55.07 SCALE: 3/4" = 1'-0" TOWN OF VAI L - N PERMIT SET S5 . 07-01 M