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l 1 UNIT PLANS' 2 UNIT PLANS' 3 UNIT PLAN 'B' 4 <br /> A. <br /> 7 19 7 19 19 /� 7 a o, <br /> SOB SOB �08� SOB $D6 \S08 - a m <br /> -_-_ _ P7-2 Pl-2 <br /> 3 <br /> / HDR HDR N HDR N HDR HDR - HDR f'P� <br /> p B/SOB I m e1SO6 <br /> -N - -.. ��' - - •`�-. N -- m m aim <br /> BTL <br /> Q <br /> _ - <br /> r+- ENGINEERING P.S. <br /> _ w�.. <br /> _ 14_ 14 161z <br /> TRUSSES WEB FLOOR WEB <br /> - �-8 16'e'O _508� <br /> r 508 WEB FLOOR - -- -_.- -.._-. ...- 'OPEN <br /> a -_ <br /> 19 16'z'OPEN FLOOR <br /> II TRUSSES TRUSSES <br /> �— Qad, TYP <br /> a 24'oe TYP 24 oc TYP 24"oc <br /> -_ <br /> S08 -_ L� u_ 508 r ss IPnoN onrE <br /> r? ry+A +� PERMTSET aa�o�ao„ <br /> - -- - -HGR PER - <br /> SCHED. `(') END _ - END END <br /> TRUSS TRUSS TRUSS <br /> 2m LL rY-� <br /> �w I.w I L.L <br /> az az <br /> wO w0 <br /> .m AD�SPACING-� ADJUST SP>'IN m 3ly ADJUSTSPACING J <br /> AC OMMODATE ���lllCOMMODATE AS REDD TOr2�J,_ d N d .L\'�y,6 AS REO'D TO 0 <br /> n: - PLUMBING(TYP) 'TG - Z I] l ACCOMMODATE <br /> I I - - -- _..-- K w p-'W PLUMBING(TVP) /y CZ <br /> S09 J I I ^ PLUMBING(TYP)_ - 0 a I-L, �, 0 C <br /> 6- Yl ul <br /> frill _ W W o <br /> O � . t ,2] l�� ��� �12 � _ <br /> HGR PER <br /> SCHED. LL <br /> i GIRDER END TRUSS > GIRDER END TRUSS - `U GIRDER END TRUSS <br /> �J�+s H G4(800# HUC410 <br /> LOAD) �H\ry+ �J (800#LOAD '�L1rl�p 1 ��2y ry16 <br /> (800#LOAD) <br /> En <br /> W <br /> � Ex <br /> 0 <br /> Q��7}6 /vjr7O U <br /> f t< 8/SO6 ,y+rO /2�2+6 81S06 � 50 3f <br /> _-_ - HDR HDR HDR C <br /> P1-2 - Pl-2 ___ P12 <br /> al <br /> 3: a <br /> soe Sim sob s�� S B s s CI oC <br /> Cr > LL LU U <br /> C <br /> a <br /> 0 <br /> r--r <br /> C <br /> LEGEND m <br /> DETAIL CALL-OUT <br /> sx:x — - <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. Floor Sheathing shall be Y."thick T&G(Panel Span Rating 48/24)with long dimension perpendicular to supports.Glue Sheathing P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SOB <br /> to all Framing Members and Blacking below with adhesive conforming to A.P.A.Specification AFG-01.Fasten Sheathing to <br /> Framing with 0.131"0 x 212"Nails or Simpson WSV#9 x 212"screws as follows: <br /> Framing,Edges 6"oc BEARING OR SHEAR WALL BELOW Vj <br /> Framing,Field - 10'oc <br /> ----- --- ----- - Boundaries,Blocking,Struts 6'oc O <br /> HOLD DOWN SCHEDULE HORIZONTAL/DRAG STRAP SCHEDULE See BEAM SCHEDULE Drawing f other Sheath g Nailing requirements BEARING OR SHEAR WALL ABOVE <br /> � <br /> SIMPSON DETAIL i -- 2. Floor Framing shall be 1 Bi'Deep 4x2"Connector Plate Trusses @ 24'oe,u.o.n.Change spacing to 19.2"oc,as required,to <br /> PLAN BOLT PLAN SIMPSON -� meet the deft cu tf+ <br /> HOEDOWN REFERENCE! DESCRIPTION rW irem is Loading shall be as follows u.o.n.. <br /> n. a <br /> LLOUT <br /> FACE <br /> STRAP - -y 0 B2 ---5'i x18'z'GLB _HU HUC81pNM )NGER Top Chord Live Load _-- IO-psf POST BELOW Q <br /> CALLOUT TYPE DIAMETER NOTES CALLOl1T STRAP TYPE PLAN BEAM TYPE TYPICAL SIMPS <br /> 2❑ (2)CS18x38" BEAM TO BEAM 1 (MAX), Top Chord Dead Load 10 psf a 1 - 14/SO6 U.O.N. ,u.o.n. Bottom Chord Live Load N/A T<O <br /> - Bottom Chord Dead Load 5-psf JOB NO.: <br /> (2STRAP4B' ❑ .n. Maximum Live Load collection shall be V600.Maximum Total Load Deflection Shall be 11240.Refer to General Structural Notes BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA)2 STRAPS - 14/SO6 U.O.N. B3 JBai'x16ti'GLB --j - HGUS6.88110,u.o.n. for other requirements. • 23.239-06 <br /> BEAM TO 3. End truss at stair w/vans @ 24"oc or perAmhl.Provide min.240 plf drag load w/connection to wall below per 9/S08 PLOT DATE <br /> 3 - NOT USED - 0 CSi8x36" TOP PLATE HDR HEADER PER PLAN NOTE 6 <br /> BEAM TO <br /> WALL FRAMING PLAN NOTES: O8/0312023 <br /> 4 -- NOT USED -- ® (2)CS16x36° 4. Exterior Walls shall be Shear Wall type P7.8 with 2x6 Studs @ 16"oc,u.o.n. <br /> EA.TOP PLATE Intenor Bearing Walls shall be 2x4 Studs @ 16"oc,u.o.n. (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT.OF FRAMING) DATE: 0 8/0 312 0 2 3 <br /> 1 Demising Walls shall be(2)walls with 2"Air Space.Each wall shall be 2x4 Studs @ 16"oa,u.o.n.Each wall shall be sheathed with <br /> 5 VERTICAL _ BEAM TO POST L�1 HTS30C TRUSSBEAM 1 layer of GWB in accordance with Architectural Drawings. x SCALE: Yi' <br /> Where adjacent Shear Walls are in contact,nail studs together per 3/SO6.See i/S06 for special stud requirements at Shear Wall <br /> HTS30 TO TOP PLATE <br /> ---- --- - HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN DRAWN: BDS <br /> 6 STHD14 - 17/S07 U.O.N. © DSC2R/L-SDS3 TRUSS/BEAM types P1-3,P1-2,P2-4,P2.3,and P2-2. <br /> TO TOP PLATE CHCKD: RMH <br /> 5. Headers shall be 4x10 U.O.N.See Detail la/SO6. <br /> LAP BM 12"AND ���� TRUSS/BEAM <br /> 7 CS16x30"STRAP -- ATTACH TO L'JTDSC5R/L-SDS3 TO TOP PLATE 6. Buih-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.Sae General Structural 0 1 2 4 B 16 BLDG: SHEET NO.: <br /> STUDS BLW -- Notes for fastening requirements. s0000 <br /> -�8 CS16x36" PLATE TO PLATE E S 04 <br />