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HomeMy WebLinkAboutB17-0066_S5.04-1_1498500438.pdf ..,„SAiSi. lyi Z' 4. 0.3 iQo716 06/26/17 FLOOR OR ROOF FRAMING HEADER PER PLAN MODULAR �I\ PER PLAN o, BUILDING TOWN STAMP FLAT 2x BLOCKING •0 ABOVE IáJ 11 OR LSL RIM BOARD A I/� J//�I PLYWOOD OR OSB - PI' lir I/I�• -,�" -r(I SHEATHING PER SHEARHORIZONTAL IIdi A I�� � WALL SCHEDULE SHEATHINGEDGE NAILING �1 �1FRAMING CLIPS OR EDGE NAILING PER ATTACHMENT PER 359 SOLID BLOCKINGSHEAR WALL SCHEDULE 1� 1� MODULAR BUILDING MODULAR FLAT 2x4 AND NAILING AT , 4øfrrir AT ALL PANEL EDGES 0 DESIGNBUILDING BLOCKINGALL HORIZONTAL �II1R.•. ABOVE 48" O.C. PANEL JOINTS BLOCKING OR RlM CROSS SECTION �� �� I E`'W/%I &_ AIII PL, /� Imo® 11r. PLY111'-0"CD 1111'_°" DESIGN go �I I��I 1 11� ! ii��1 01 III� 41 OP I� z 6 M N II I�1� 0. I 10 --�---- ---- Q I N N CO 1�VI `�/) I/ i i % I�� �' _ T0.W. `� I 1J V I' MODULAR _ _ ■�� MODULAR T.O.W.rdll�' � I II �I II I I� FLOOR 'llik llQ1 109'-11 /2 �� 11SITE-BUILT �" SITE-BUILT 109 -11 /2'END STUD PER HOLD ����f � �il��i��%�����I/.1 Al l7-Ami FRAMING PER 16d NAILING \ A��� �I-1� ��`•`1,1/4�% DOWN SCHEDULE ������ _��I� PLAN PER SCHEDULE I Oil WO 1.4."%i1 2 ROWS OF 1 2' 2)-2x PLATE RIPPED2 ROWS OF 1 2' �o��.t-r °"'�`p`'••;�HOLD DOWNS AT ENDS - % \�;1 I THREADED STUDS © 1 (TO MATCH WIDTH OF THREADED STUDS ® `� a��� aR c�� ��+ OF WALL PER PLAN • DOUBLE STUD STUD EACH2x PLATE RIPPED TO 72" O.C. AND 12" STEEL FLANGE 72" O.C. AND 12"pyjpØwP 1SIDE OF � MATCH W/DTH OF �~ MAX FROM END OF MAX FROM END OF i/ NAILING EACH SIDE 04/26/17: ; 10 Ar ✓oiNr 3878 1 JOINTSTEEL FLANGE2x PLATE 2x PLATEOF VERTICAL JOINTPER SCHEDULECD WF BEAM PER PLAN%I, �� VERTICAL JOINTWF BEAM PER PLAN I/ I PER SCHEDULEQTYP STEEL BEAM PARALLEL TO HORIZONTAL ✓O/NTS 1 II — MODUR JOIST FRAMINGilp li IN SHEATHING OVER SINGLE STUDTYP STEEL BEAM SUPPORT AT MARRIAGE LINE 3DISCIPLINE STAMP BLOCKING OR RIM �1 „ Al I AT JOINT = _ Pr ro,/ , JOISTIC » = S5.04 SCALE. 3/4 1 0 VIll S5.04 SCALE. 3/4" 1'-0" 0 11110°1MBASE PLATE NAILING ORADDITIONAL JOIST �� / / / ANCHOR BOLTS PER SHEAR (0.0._ MODULAR AT WALLLINEPER FLOOR FRAMING OR FOUNDATION /��' �/ 2'0 STD. PIPE -2.38) BUILDING E �I it ° r r r WALL SCHEDULE DOUBLE STUD SINGLE STUD v > MODULAR BUILDING BELOW, SEE PLAN iii OR /2'5(4 ' PLATE ABOVE DESIGNER s VERTICAL JOINT DETAIL B2 L 5/8 0 NI I3 ' ' I Jr �4 -1 0 SLOT OR BORE END OF COLUMN FOR , , j, ' O PERFORATED SHEAR WALL - ELEVATION VIEW - / KNIFE PLATE OR PIPE. SLOT OR `� y HOLE TO BE %s" LARGER THAN PLATE M 3/8" =1'-0" OR PIPE. _ ir I I_ I II I _ J 1 MODULAR a WOOD STRUCTURAL PANEL SHEAR WALL SCHEDULE o� v BP5.5x5.5: pp.---- 41r1, SITE-BUILT i� m %2"x5 1/2"x5 12" BASE R Bottom plate Anchor Maxiumum y SHEAR SHEAR SheetingFastener spacing Intermediate Bolts FRAMING CLIPS OR 1 WALL WALL 0 Panel Ed es g framingnail backing nailing & shear Edges 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(4)-1/2121 US & WASHERS DESIGNER W/ DESIGMODUERR BUILDING / 8d ® 6 OC 2-16d 1 2 8d�6 OSB 0 16 OC X10" ® EMBEDDED ENDAOR HOOK ON 48" O.C. Z 0 SW-2 CS-WSP 7/16" 8d g 4" OC 8d ® 12" OC 2x 380 PLF 2-16d 5/8" 8d�4 OSB © 10'OC X10" 42" 0.C. TYP. 6x6 WOOD COLUMN KNIFE SW-3 CCS©WSP OSB " 8d 0 3" OC 8d 0 12" OC 2x 2-16d 5/8" 490 PLF 4 PLATE BASE DETAIL 14 0 8"0C X1o" ® S5.04 SCALE: 3/4" = 1'-0" 32" 0.C. TYP. EXTERIOR WALL PARALLEL TO I SW-4 CS-WSP 7/16" 8d 0 2" OC 8d 0 12" OC (2)-2x 640 PLF --5-.. MODULAR JOIST FRAMING 8d02 OSB 3x 2-16d 5/8" IS� 0.04 SCALE: 3/4" = 1'-0" OR 0 6"0C Xlo" 0 c 4x 24" O.C. Notes: 1. ALL NAILS SHALL BE GALVANIZED BOX NAILS OR COMMON NAILS, FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 8d common =0.131"o'ia X 2-1/2"min. 10d common =0.148 o'ia X 3"min. 8d box =0.113 dia X 2-1/2"min. / ISSUE 10d box =0.128 dia X 3"min. 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 AND15/$„ // 15�„ Structural Roof and VERTICAL FRAMING. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY Foundation Plans 3. NAILS TO BE DRIVEN FLUSH WITH SHEATHING. DO NOT OVER DRIVE NAILS. STUD PACK OR POST 1 STUD PACK OR POST FLUSH TO EDGE OF FLUSH TO EDGE OF FRAMING OF MODULAR UNIT FRAMING OF MODULAR UNIT KEY PLAN ABOVE ABOVE 1 TYPICAL PERFORATED WOOD FRAME SHEAR WALL — SCHEDULE AND DETAILS (2)-2x6, 3x6 OR 4x6 AT ALL S5.04 SCALE: 3/8" = 1'-0" VERTICAL SHEATHING JOINTS STUD PACK I OR POST WF STEEL TYPE SW-4 SHEAR EACH SIDE OF BEAM WALL, 7/s" OSB W/ 8d MARRIAOR GE BEAM HEADER (2)-2x PLATES NAILS 2" O.C. ALONG FRAMING ABOVE, PER PLAN W/ (2) ROWS OF MODULAR 40 c_SEE PLAN ►*' ' 1/2'1 THREADED ALL PANEL EDGES CANTILEVER 2 11F11 SUPPORT - STUDS 0 72" 0.C. S5.03 �� � 111 WF STEEL BEAMsHEET TITLE HEADER PER PLAN / l T STEEL /1/ STUD PACK OR POST RE: PLAN AI Al2' ♦♦�44047�♦ PER PLAN (2)-2x6 BETWEEN Building 1 - Wood / / ♦:'0�♦: Framing Details -• SOLID BLOCKING / / / FLANGE PLATES AND I, , fr /i BOLTS, SEE STEEL Al/A 1,I MOMENT FRAME CONNECTION DETAILSHEADER X-SEC / 8 SUPPORT POST L OCA TION DETAIL ra X R.O. PER ARCH MIN. , I SCALE: 1/2" = 1'-0" x (2)-2x PLATES W/ (2) I S5.04 E d / ROWS OF 1/2'0 • d/2 THREADED STUDS © z I R ARCHER �`♦ ---- i REVISION " 72" O.C. 2 2x6, 3x6 I ♦�`♦ 0 WF STEEL ///3" () - II. I .L`AI COLUMN OR 4x6 AT ALL SPLICE O PER PLAN WE STEEL SHEATHING r r OI IALL mP�RUPLANJOINTS % iIj'iij MULTIPLE 2x z 9B • i r STUDS, aS5.02I% SILLS, PLATES, AND BASE PLATE ANDB�CKING il. ANCHOR BOLTS, SEE / ♦ W o FLOOR FRAMING OR STEEL BASE PLATE i.j ' L - (2)-16d FOUNDATION BELOW, N SCHEDULE AND I 6" 0.C. m SEE PLAN DETAILS TYPICAL MOMENT FRAME IN iN 6,- WOOD FRAMED WALL DETAIL %'0 ANCHOR BOLTS © 24" 0.C. a S5.04 SCALE: 3/8" = 1'-0" "-(2)-2x6 OR 3x6 OR 4x6 SILL PLATE PROJECT NUMBER 2015-453.001 ISSUE DATE 04/25/2017 7 PERFORATED SHEAR WALL ELEVATION 2 0. S5.04 SCALE. 3/8" = 1'-0" FOUNDATION SHEET NO. 0 N PERMIT SET csi S5 . 04 71