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HomeMy WebLinkAboutB17-0066_S5_04-01_1498500469.pdf 0 OF,,,f ec .7. iv. ' iQ0716 06/26/17 MODULAR FLOOR OR ROOF FRAM HEADER PER PLAN BUILDING W� 441 PER PLAN ABOVE TOWN STAMP I I 1 1 �'��Ai A__ I� / I� II PLYWOOD OR OSB II• �1 �1 ---- FLAT 2x BLOCKING / �, I/ SHEATHING PER SHEAR OR LSL RIM BOARD 1WIII �� �� I/ WALL SCHEDULE k, �1 �� FRAMING CLIPS OR AI EDGE NAILING PER r• �� �� ATTACHMENT PER 4411, �� �� MODULAR BUILDING FLAT 2x4Aa HORIZONTAL 1 1 MODULARSHEAR WALL SCHEDULE SHEATHING �1 �1 DESIGN BUILDING BLOCKING3 5 9 SOLID BLOCKING I EDGE NAILING 1� 1� ABOVE 48" O.C. AND NAILING AT )tar I% I AT ALL PANEL EDGESALL HORIZONTAL 104%,, I I R.O. P PANEL JOINTS ��!���/ AR T. PLY T. PLY % , 7�,��� PL' r ,� S 111'-0" , r 111'-0" �� BLOCKING OR RIM CROSS SECTION 11117 D E S I G N I' ll��4 1 '2" N `� T.O.W. T.O.W. ,II 011 L���� MODULAR MODULAR � ,�' �' /I i i FLOOR _ 109'-11 /2 —IT ��_�� SITE-BUILT �� � SITE-BUILT 109 -11 /2" ������/� , / FRAMING PER v Q (2) ROWS OF 1 2' (2)-2x (2) ROWS OF 1 2'0 END STUD PER HOLD .1 c. / PLATE RIPPED / "'�� DOWN SCHEDULE --- ��� -----.mii mi PLAN A Q � 7 THREADED STUDS © TO MATCH WIDTH OF THREADED STUDS ® /y I HOLD DOWNS AT ENDS �/ A,rii 16d NAILING \ rink_ 2x PLATE RIPPED TO 72" O.C. AND 12" STEEL FLANGE 72" O.C. AND 12" w��� .P . S� 1+ OF WALL PER PLAN I r PER SCHEDULE MATCH W/DTH OFMAX. FROM END OF MAX. FROM END OF y-. ;b ,, • +�`/ I, 1/ 1�� STEEL FLANGE 2x PLATE 2x PLATE /. l:, � !j/ 1% ° ' .�1 i33878I / � ep0 STUD EACH `�/� DOUBLE STUD h.� SIDE OF All WF BEAM PER PLAN WF BEAM PER PLAN I ;0 5/31/17; Jri r AT JOINT , JOINT gli NAILING EACH SIDE FII °°°°°•°°°Cs�`` "� / I NAILING EACH �i OF VERTICAL JOINT 11;,` CONAL�`�= TYP STEEL BEAM PARALLEL TO .—HORIZONTAL JOINTS SIDE OF \II , PER SCHEDULE — ��IN SHEATHING OVERVERTICAL JOINT \ Z MODULAR JOIST FRAMING,� BLOCKING OR RIM PER SCHEDULE �� Q I 2 TYP STEEL BEAM SUPPORT AT MARRIAGE LINE 3 DISCIPLINE STAMP JOIST 1 cn S5.04 SCALE: 3/4" = 1'-0" S5.04 SCALE: 3/4" = 1'-0" I% r II Cdr 9 SINGLE STUD // 11 AT JOINT I II BASE PLATE NAILING OR lop �� ADDITIONAL JO/ST ANCHOR BOLTS PER SHEAR o' , (0.D.=2.38") MODULAR AT WALL LINE PER 1► 2 0 STD. PIPE FLOOR FRAMING OR FOUNDATION �I I /I WALL SCHEDULE - vA BUILDING MODULAR BUILDING BELOW, SEE PLAN OR 1/2'5(4" PLATE ABOVE DESIGNER BOLTS DOUBLE STUD SINGLE STUD (2)-5/8" 0 BOLTS SLOT OR BORE END OF COLUMN FORir 'NI A OPERFORATED SHEAR WALL - ELEVATION VIEW VERTICAL JOINT DETAIL KNIFE PLATE OR PIPE. SLOT OR poll' ICI 0 `� '�— HOLE TO BE %8" LARGER THAN PLATE H M 3/e" =1,_0,, 3/4��=1'-0" ��� �:� OR PIPE. Jr WOOD STRUCTURAL PANEL SHEAR WALL SCHEDULE - + �— + MODULAR BP5.5x5.5: SITE-BUILT _ w ° -- %2"x5 %2"x5 %2" BASE IL' Bottom plate Anchor Maxiumum m , i • �j SHEAR SHEAR Sheeting Fastener spacing Intermediate Framingw • % WALL WALL Panel Edges framingnail nailing & Bolts allocable I / FRAMING CLIPS OR g backing size doubled stud shear / ATTACHMENT PER LABEL TYPE spacing at panel joints - SW-1 CS-WSP 7/16" 8d © 12" OC 2x J splicing " 240 PLF HEX NUS & WASHERS2121 ANCHOR DESIGNER W/ DESMODGL ERR BUILDING / 8d ® 6 OC 2-16d 1 2 8d�6 OSB 0 16'OC X10" 0 EMBEDDED ENDAD OR HOOK ON 48" 0.C. S Z 380 PLF 0 SW-2 CS-WSP 7/16" 8d g 4" OC 8d ® 12" OC 2x 2-16d 5/8" 8d04 OSB © 1o'Oc 42X10.C. " TYP. 6x6 WOOD COLUMN KNIFE TYP. EXTERIOR WALL PARALLEL TO SW-3 CCS©WSP 7/1 8d 0 3" OC 8d 0 12" OC 2x 2-16d 5/8" 490 PLF 4 PLATE BASE DETAIL 5 MODULAR JOIST FRAMING 14 0 8'OC x1o" o S5.04 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1 -0 32" O.C. I SW-4 CS-WSP 7/16" 8d 0 2" OC 8d 0 12" OC (2)-2x 640 PLF 0 8d02 OSB 3x 2-16d 5/8" OR 0 6'OC X10" 4x 24" O.C. Notes: 1. ALL NAILS SHALL BE GALVANIZED BOX NAILS OR COMMON NAILS, FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 8d common =o.131 dio X 2-1/2"min. /Od common =O.148 dio X 3"min. 8d box =O.113 dia X 2-1/2"nin. ISSUE Town of Vail Permit Set 10d box =0.128 dia X 3"nin. 16d common =0.162 dia X 3-1/2" min. 2. SPECIFIED SHEATHING PANEL EDGES SHALL BE BACKED WITH 2" OR 3" FRAMING (PER THE TABLE) INCLUDING SILL PLATES AND �5/$„ ZZ 15�» VERTICAL FRAMING. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY DRAWN BY: i/P 3. NAILS TO BE DRIVEN FLUSH WITH SHEATHING. DO NOT OVER DRIVE NAILS. STUD PACK OR POST 1 STUD PACK OR POST CHECKED BY: MN FLUSH TO EDGE OF FLUSH TO EDGE OF FRAMING OF MODULAR UNIT FRAMING OF MODULAR UNIT CONSULTANT ABOVE ABOVE (2)-2x6, 3x6 OR 4x6 AT ALL `r 1 TYPICAL PERFORATED WOOD FRAME SHEAR WALL — SCHEDULE AND DETAILS VERTICAL SHEATHING JOINTS STUD PACK _ _ SGM OR POST S5.04 SCALE: 3/8" = 1'-0" EACH SIDE OF TYPE SW-4 SHEAR 118 West SixthStreet, Suite 200 WF STEEL WALL, /s" OSB W/ 8dLI NMARE GE Glenwood Springs, CO 81601 BEAM NAILS 0 2" O.C. ALONG MODULAR 970.945. 1004 www.sgm-inc.com HEADER (2)-2x PLATES ALL PANEL EDGES CANTILEVER I FRAMING ABOVE, PER PLAN W/ (2) ROWS OF SUPPORT 1 SEE PLAN Ir• 1/2'1 THREADED 2S5.03 - - �-- _ - 11 11 STUDS 0 72" O.C. / / / SHEET TITLE WF STEEL BEAM I ����II�� mi I HEADER PER PLAN , T STEEL 1 M//41 ��41' STUD (2)-2x6 BETWEEN 01 - Wood RE: PLAN / ♦ / PER PLAN Building SOLID BLOCKING % i 3'-3i» � �4Pli Framing Details FLANGE PLATES AND ✓ MIN. I���BOLTS, SEE STEELI, 3'-3 7I1 er lg ri , MARRIAGE LINE CANTILEVER MOMENT FRAME HEADER X-SEC MIN. 1 / : CONNECTION DETAILS 1 1I / 8 SUPPORT POST L OCA TION DETAIL I , / ( ) W/ (2) R.O. PER— x'10: / S5.04 SCALE: %2" = 1'-0" E) �( R.O. PER ARCH .f 2 -2x PLATES d / / ROWS OF 1/2"0 z / ARCH. �'P O, � / z REVISION d/2 THREADED STUDS 0 OR24x6xAT AL� / // 1°' �'/ • WF STEEL X//3�" VERTICAL r p� ��I1►����-- ALL • 72" O.C. SPLICE ATHING o, COLUMN \ SHEJOINTS % i,10, , MULTIPLE 4 PER PLAN WF STEEL /� ��II►�i� / , 2x ,3 \ COLUMN / II►�� STUDS, m PER PLAN I ��II►��� x k �'II���! SILLS, Z 9B k ��II���� PLATES, O S5.02 k �i'10, AND 4 ��PE �II��� BLOCKING IT: k ��'I0, W/ BASE PLATE AND �`��� /� (2)-16d <1) ANCHOR BOLTS, SEE I NAILS 7 14 ���III o FLOOR FRAMING OR Ifr f STEEL BASE PLATE _ I 6" O.C. FOUNDATION BELOW, NI SCHEDULE AND :' SEE PLAN DETAILS t 5/8"0 ANCHOR BOLTS 0 24" O.C. TYPICAL MOMENT FRAME IN 6 WOOD FRAMED WALL DETAIL (2)-2x6 OR 3x6 OR 4x6 SILL PLATE S5.04 SCALE: 3/8" = 1'-0" 7 PERFORATED SHEAR WALL ELEVATION S5.04 SCALE: 3/8" = 1'-o" PROJECT NUMBER 2015-453.001- ISSUE DATE 05/30/17 2 TOWN OF VAIL SHEET NO. N PERMIT SET S5 . 04-01 M