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0 <br /> 1 2 3 4 d <br /> UNIT PLANS' j UNIT PLAN 'B' UNIT PLAN 'B' s <br /> PT 2.10 PT 2x10 PT 2x10 i <br /> 4 4 4� <br /> �\e PT 4x10 HF#2(F)W/ 16 oc S08 i PT 4x10 HF#2(F)W/ 16"oc 16"oc PT 4x10 HF#2(F)W/ SOS I <br /> HUC410(ZMAX)EA.END HUC410(ZMAX)EA.END HUC410(ZMAX)EA.END a <br /> o <br /> NO 2x6 PLATE ON \ \ 2 \ Ff <br /> SOB _ = \ \ NO 2x6 PLATE ON <br /> BEAM AT DECK z 19 ^- BEAM AT DECK a on <br /> m <br /> m I S08 15/SO6 1 I EUB "mI I 1 15/S06 /SO6 I I SO <br /> I I 1 15/SO6 <S08 I I Z a 3 <br /> • HGUS5.50/10 - - B2(F) B�B2(F)' HGUSS 50/10 •B2(F)(F)l,� B2(F) HGUS5.50/10 \ '' < �,�• M'a w <br /> P14 - -() I— �II I Pi-4 .(_... —P1�I III I— () P1-4 I <br /> BHDR 8/S06 �-y. HDR 8/SO6 B2 F <br /> I y 2x8 WALL I I I IIII 21�.�.- xe WALL m I.. S w <br /> 2-__- -- <br /> ti+ r I}� IIII r2J L 1 I 1 HDR 2x8 WALL <br /> -cBI[[ a STRUT TRUSS(DRAG <br /> STRUT TRUSS(DRAG I I g1(F) �II� 81,(F)+/-14'-6" LOAD=200 PLF) B1(F)+/14161 IIII I I STRUT TRUSS(DRAG I I BTL <br /> LOAD=200 PLF) .. '. - B1 .. LOAD=200 PLF) . .._ <br /> LL 4-8" I +/-14'/6__�11 I LL ENGINE <br /> 512x15 GLB(F) S . IIII 5'zx15 GLB(F) -I I IIII / 8 1{- 5'2x15 GLB(F)so <br /> I tj •""""tt'w^ m'� <br /> FIG R PER TRUSS t�0 I I( I w m I I I m z I I HGR PER TRUSS <br /> MFR,TYP. _ w `5' w' a_ a" a a 1 '' MFR,TYP. <br /> 1 I aIIIIaN1 <9- IN I I �I I '1 <br /> SOB J � ``'' HGR PER TRUSS " " " S08 <br /> 1,11K + ___ _ _ _ MFR TYP - (� <br /> m I I b HUC612(MAX)- IIII I I I `IIII I I HUC612(MAX) I I w.wm sm <br /> (2400#LOAD) '' "" HUC612(MAX) --- 2 `Zyh (2400#LOAD) J ' <br /> HUC612(MAX) _ dry, -_- - IIII I I� (2500#LOAD `I 1+9 Ilil 91 j I �- (MAX) • osacwvnoN onTe <br /> uu u _ L ULI LJ HUC612 <br /> (1000#LOAD) GIRDER TRUSS(3-PLY MIN) p - GIRDER TRUSS(3-PLY MIN) GIRDER TRUSS(3-PLY MIN) (1000#LOAD) <br /> END (2k#B \���+ J�+a _.-__- t,21 8- END or END f2�1*6' <br /> TRUSS - - - -TRUSS <br /> USS tp JnTRUSS' <br /> CS16XV-O"-LAP LOWER <br /> TOP PLATE 1'4"AND - -------- - - * alp <br /> ATTACH TO FLAT 2x4 p - ---- <br /> BLKG BTWN STUDS a w <br /> o 1 LL m LL n <br /> --- TRUSSES <br /> OPEN ____ 'OPEN_---182 . -.-- a.Z a.Z <br /> m0 i 1 EB 14 1 LOOi WEB <br /> OPEN O <br /> m _ .WEB FLOOR WEB FLOOR WEB FLOOR O J <br /> -- TRUSSES -- x a x a TRUSSES <br /> w3O - -(a�24„oITYP _ ___ --__.__ 24'joc TYP -' on z Z @ 24"oc TYP J <br /> ma Na IL <br /> 00 0 <br /> O rw �w �1 <br /> �� �� 'S08 0 Z <br /> - - CC <br /> b <br /> y\ <br /> 19 I Imo END �dJTlO Od --. -- I END END I`l^l LL <br /> TRUSS \ -- —_ TRUSS • TRUSS +6 vJ IL <br /> 4 <br /> TOP CS16x6-O"-LAP LOWER Q> O x+ <br /> ATTACHTE 41"AND <br /> LAT 2X4 <br /> BLKG BTWN STUDS_ m <br /> SOB 4(S14 <br /> . I. W <br /> MONO 5 HDR HDR E <br /> TRUSSES — — ' _ O <br /> 24 00 /2 _ J`4_ <br /> SIM 3 J�+6 ADJUST SPACING AS �pT(O ADJUST SPACING AS -1 AD JUST SPACING AS U <br /> SOB// RED'DTOACCOMMODATE /a,. REO'DTOACCOMMODATE REO'DTOACCOMMODATE <br /> mI PLUMBING(TYP) 4_ PLUMBING(TYP) PLUMBING ITYP) J <br /> �3�2}4 • ��J2 WALL SHrG CONT.- WALL SHTG CONT. WALL SHTG CONT. �`I}6 • \�1ry+• /��2 WALL SHTG CONT. WALL SHTG CONT. r <br /> "/6 THRU CORNER THRU CORNER THRU CORNER \�' "/6' THRU CORNER THRU CORNER OCD CC <br /> }o- ( 5'a)d GLB 512x9 GLB B1(F) B1(F) N A 512x9 GLB W <br /> s is-"P2-z i � \ 2~9N i i 5 \ kill <br /> C7 <br /> 2 P2-2 -7� PER 4/SO6 O r 7 P2-2 2 \ 2P2-2 d' O 7�Q P2-2 <br /> PER SIM PER ) PER // PER Cz <br /> Q <br /> SOB SOB \SOB SOB SOB SOB y <br /> a/sos I 4/s06 4/SO6 4/So6 U <br /> Cr LL LL <br /> Cn a <br /> O <br /> I � <br /> N <br /> m <br /> LEGEND <br /> SX.X <br /> DETAIL CALL-OUT <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. Floor Sheathing shall be%"thick T8G(Panel span Ratin g 48/24)with long dimension perpendicular to supports.Glue Sheathing Pi-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> to all Framing Members and Blocking below with adhesive conforming to A.P.A.Specifcation AFG-01.Fasten Sheathing to <br /> Framing with 0.131"0 x 212"Nails or Simpson WSV#9 x 21i'screws as follows: <br /> Framing,Edges _ 6"oG BEARING OR SHEAR WALL BELOW Vi <br /> Framing,Field 10"oc O N <br /> Boundaries,Blocking,Struts 6"ocCo <br /> K <br /> HOLD DOWN SCHEDULE HORIZONTAL/DRAG STRAP SCHEDULE BEAM SCHEDULE <br /> See Drawings for other Sheathing Nailing requirements. BEARING OR SHEAR WALL ABOVE <br /> 2. Floor Framing shall be 16'2'Deep"4x2"Connector-Plate Trusses @ 24"oc,u.o.n.Change spacing to 19.2"oc,as required,to + .� <br /> SIMPSON DETAIL _- meet the deflection requirements.Loading shall be as follows,u.o.n.: 4� a <br /> PLAN BOLT PLAN SIMPSON <br /> HOEDOWN REFERENCE/ DESCRIPTION PLAN TYPICAL SIMPSON <br /> CALLOUT DIAMETER CALLOUT STRAP TYPE BEAM TYPE Top Chord Live Load 40-psf <br /> TYPE NOTES _ CALLOUT FACE MOUNT HANGER POST BELOW <br /> -- Tap Chord Dead Load __ 10-psf <br /> CS16x48" 1 CS16x36" BEAM TO BEAM Bl T&16'2 GLB HU/HUC412(MAX),u.o.n. Bottom Chord Live Load N/A <br /> STRAP rol< <br /> 1 - 14/SO6 U.O.N. " _ <br /> -------- 82 512'x161i'GLB HU/HUC612(MAX)u.o.n. Bottom Chord Dead Load 5 psf � JOB NO.: <br /> - --- Max mum Live Load deflection shall be U600.Maximum Total Load Deflection shall be U240.Refer to General Structural Notes 'e BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) 23-239-06 <br /> (2STRAP48" p 2 CS16x36" BEAM TO BEAM B3 6ax"Xl612"GLB HGUS6.88/10,u D.n. <br /> 2 - 14/SO6 U.O.N. � � O -__ for other requirements. <br /> STRAPS <br /> BEAM TO 3 End truss at star w/verts @ 24 oc or per Aroh Provide min.240 pit drag load w/connection to wall below per 9/SO8 PLOT DATE <br /> 3 - NOT USED - � CS18x38" TOP PLATE HDR HEADER PER PLAN NOTE 5 <br /> -_"�-" ---- -__-- WALL FRAMING PLAN NOTES: O8/03/2023 <br /> [4] (2)CS16x36" BEAM TG 4. Exterior Walls shall be Shear Wall type P1-6with 2x6 Studs @ 16"oc,u.o.n. (F) FLUSH FRAMED(BOTT.FLUSH W/SOTT.OF FRAMING) <br /> 4 - NOT USED -- EA.TOP PLATE Interior Bearing wags shall be 2x4 Studs @ 16"oc,u.o.n. DATE: 08/03/2023 <br /> _ �� ----- - - --------- Demising Walls shall be(2)walls with 2"Air Space.Each wall shall be 2x4 Studs @ 16"oc,u.o.n.Each wall shall be sheathed with SCALE: Ya'=1'-0" <br /> VERTICAL LJ HTS30C TRUSSIBEAM 1 layer of GAG in accordance with Architectural Drawings. x <br /> 5 - BEAM TO POST TO TOP PLATE HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br /> HTS30 - -__---- _ where adjacent Shear Walls are in contact nail studs together per 3/s06.see vsos for special stud requirements at shear wall DRAWN: BDS <br /> IS] DSC2R/L-SDS3 TRUSS/BEAM types P1-3,PI-2,P2-4,P2-3,and P2-2. CHCKD: RMH <br /> 6 STHD14 -- 17/SO7 U.O.N. TO TOP PLATE <br /> 5. Headers shall be 4x10 U.O.N.Sea Detail 18/SO6. <br /> LAP BM 12"AND TRUSS/BEAM 0 1 2 4 8 18 BLDG: SHEET NO.: <br /> _ �7 DSCSR/L-SD83 6. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General structural <br /> 7 CS16x30"STRAP - ATTACH TO TO TOP PLATE <br /> STUDS BLW_ -------- --- - I- _ Notes for fastening requirements. IS <br /> CS1808" PLATE TO PLATE E S O V <br />