Laserfiche WebLink
UNIT PLAN C UNIT PLAN'B V <br /> 4 ) 5 6 7 8 <br /> ZI - _- UNIT PLAN'B' UNIT PLAN'C' - <br /> al <br /> o <br /> 19 /19 19 7 7 _ �19� / 19 3 <br /> SOB I S06/ SOB SOB J 608 SI18 308/ SO6/ S08 "o - <br /> HDR I —HDR /�( 3�zx9 GLB'. a- - <br /> i 8/506 Ym /�+e 8/SO6 R / 3'zx9 GLB /�'s II, 8/506 �s3tzx9 GLB ry,�� HDR - O6 R /e, 3'zx9 GLB o=J <br /> v BTL <br /> ENGINEERING P.S_ SOB <br /> As, <br /> _:I_ Al, <br /> PEN ^ 16 i'OPEN iB1i'OI <br /> T. <br /> ' 4 ♦ -- WEBF PEN WEB FLOOR 14 WEB FLOOR 14 WEBF ' <br /> 508 .SOB S08 I BOB: o <br /> —_ - - O PEN `19 <br /> - --_-_ - ___-- oc TYP a TRUSSES <br /> TYP q' — 24" OOP m' \SO6: <br /> 24 0o TYP @ 24^ a TRUSSES x <br /> TRUSSES - ^� 9 1TRU m e m - a I "oc TVP <br /> iaQ Qa aQ II alai! -- @24, 'I- R.m4m sa.eu. <br /> EJ E <br /> _ I _ PeRMn aT �N <br /> E�l 1�1 <br /> N _ <br /> a n a3 TRUSS -- — TRUSS i a�< <br /> a a HUC48 ��12+4 a HUC48 <br /> (800q LOAD) (800p LOAD) +6 `a Z <br /> Q <br /> GIRDER END TRUSS w LL n /j GIRDER END TRUSS O J <br /> 1 a rc <br /> a " m SCHED. 0Z5 0 0 S8 S8/ 0LL <br /> 11 <br /> Z 3 h ADJUSTSPACING 1 A.USTSPA 3 K -- - �` 6 I Z <br /> ti N AS REO'O TO \�l/ \�// AS REDID TO l <br /> ' = 6 AC <br /> COMMODATE ACCOMMODATE N d /m� c <br /> PLUMBING(TYP) PLUMBING CIP) 12J2+6 F W KI I L.L <br /> �w .fl. nLL ww <br /> m / 3 <br /> u_ <br /> soe sos LL <br /> ENDW -U - �. � 1 END I I <br /> r USS- / GIRDER END TRUSS n / GIRDER END TRUSS p TRUSS LJ <br /> � 2� HUC410 ,y+ azj� HUC410. 'L+. -_- <br /> h <br /> ' v (BODq LOAD) (800p LOAD) -'1 HGR PER <br /> SCHED. <br /> r' <br /> I <br /> SOB r L <br /> $PAC NU .'I'. ..—LADJUST3PACING _.__-- ADJUSTSPACING I C U <br /> REO'D TO AS RED'D TO J <br /> AMID TE ACCOMMODATE AS REO'D TOACCOMMODATE J <br /> ING(TYP) PLUMBING(TYP) Ili PLUMBING(TYP) m �9. 0 p <br /> S cc <br /> so <br /> L <br /> LU <br /> SIM 18/S08 ry1 krs 0 Ca <br /> B/SO6 \� �'+s SIM 1� L 0 <br /> 7 - 31zx9 GLB 3'zx9 GLB .. <br /> j SOS — <br /> S. <br /> STRUT TRUSS <br /> 31S <br /> 100 P (D STRUT LOA TRUSS P`M - - SOB - Pi-2 - L *P1-2 -- GLOAD=200 Sim / Cr <br /> ?00 PLF) (DRAG LOAD-200 PLF) 3/508 18/SOB SIM <br /> - _ ��°-�•��� ^ / (DRAG LOAD=200 PLF) /rZ^^T LlJ LL <br /> DR �41D i (4 rx4 HDR HDR �91r^' e/SIM E� SOB. ICI SO6. \SOB (4) 4 �. P12 VJ d <br /> 4 I 2 <br /> l 1 - HDR HDR <br /> --_ B/SIM P12 - - .__ 8/SM -806, PI-2 0 <br /> y.-r <br /> �'9 is. c <br /> O6, SO6 0081 <br /> W_ / SOfi SOfi S0� 0 <br /> ZI m <br /> LEGEND <br /> U' <br /> Q <br /> "Sxx x` DETAIL CALL-OUT <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. Floor Sheathing shall be%'thick T&G(Panel Span Rating 4824)with long dimension perpendicular to suppo"s.Glue Sheathing Pi-X SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 <br /> to all Framing Members and Blocking belowwlth adhesive conforming to A.P.A.Specirication AFG 1.Fasten Sheathing to '^ <br /> N <br /> See Orewin f I WSVM9 z 2 z screws es 1011aws: ` <br /> Framing,Edges 6"ac1I BEARING OR SHEAR WALL BELOW m <br /> ram ng lBoundanes.Blockinglh().131"012"Nails ,Struts' 10"ocl O m Framing,Field <br /> HOLD DOWN SCHEDULE HORIZONTAL/DRAG STRAP SCHEDULE 9s or other Sheathing Nailing requirements. <br /> BEAM SCHEDULE BEARING OR SHEAR WALL ABOVE <br /> -- — - ---------- 2. Floor Framing shall be 161i Deep 4x2 Connector-Plate Tmsses @ 24 oc u.o n.Change spacing to 19.2"oc as required,to + pig <br /> SIMPSON DETAIL - meet the dafledon requremenis Loading h llbe aslollows, <br /> PLAN BOLT PLAN SIMPSON PLAN TYPICAL SIMPSON 9 s a . <br /> HOEDOWN REFERENCE/ DESCRIPTION BEAM TYPE To Chord Live Load 40 sf Q <br /> CALLOUT DIAMETER CALLOUT STRAP TYPE <br /> TYPE NOTES —_ _—-. - _.. CALL OUT FACE MOUNT HANGER p -p I posT BELOW <br /> Top Chord Dead Load 10-psf <br /> 1 ,TYPE <br /> - 14/SO6 U.O.N. CS16x36" BEAM TO BEAM - 61 31i'x161i'GLB HU/HUC412(MAX),u.o.n. Bottom Chord Live Load N/A ATC <br /> STRAP -_ - --.. - -- B2 5''0612"GLB HU/HUC612(MAX),u.o.n. Bottom Chord Dead Load 5-psf JOB NO.: <br /> (2)CS16x48" Maximum Uve Load deflection shall be L/600.Maximum Total Load Deflection shall be V240.Reler to General Structural Note. a BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) 23.239-OB <br /> 2 - 14/S08 U.O.N. 2 (2)CSiSx36" BEAM TO BEAM B3 6sd'x16'Z GLB HGUS6.88/10,u.o.n. for other requirements. <br /> STRAPS ---- --- <br /> BEAM TO 3. End truss at stair wl vans @ 24"ac or per Anch 1.Provide min.240 plf drag load w/connection to wall below per 91SOO PLOT DATE <br /> 3 - NOT USED - U CS16x36" TOP PLATE HDR HEADER PER PLAN NOTE 5 <br /> - WALL FRAMING PLAN NOTES: 06/08/2023 <br /> 4 (2)CS16x36" BEAM TO 4. Exledor Wells shall be Shear Wall type Pib wilh 2x6 Studs @ 16"oc,u.o.n. <br /> 4 - NOT USED - EA.TOP PLATE Interior Bearing Walls shall be 2z4 Studs @ 16"oc,u.o.n. (F) FLUSH FRAMED(eOTT.FLUSH As BOTT.OF FRAMING) DATE: 06/082023 <br /> -- -- J Demising Walls shall be(2)walls WAN 2"Air Space.Each wall shell be 2x4 Studs @ 18"oc,u.c.n.Each wall shell be sheathed with <br /> VERTICAL 6 HT530C TRUSS/BEAM Meyer of GWB In accordance with ATchaectural Drav4hgs. x SCALE: <br /> HTS30 YJ'=1'-0" <br /> 5 DRAWN: BDS <br /> - - Where adjacent Shear Walls are in contact,nail studs together per WSW.Be,1/S06 for special stud requirements at Shear Wall <br /> 6 STH014 - 17/SO7 U.O.N. 6 I D=R/LSDS3 TRUSS/BEAM types P1-3,P1-2,P24,P2.3,and P2-2. CHCKD: RMH <br /> TO TOP PLATE <br /> _ - - 5. Heads,shall be 4x10 U.O.N.See Derail 18/SO6. <br /> LAP BM 12"AND TRUSS/BEAM BLDG SHEET NO.: <br /> 7 CS16x3O"STRAP - ATTACH TO 7 DSC5R/L-SDS3 TO TOP PLATE 6. Built-up Stud Groups in Walls supp,rUng Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural i/4"=T-0"11 =4 8 16 <br /> STUDS BLW - - <br /> Nptes for fastening regniremenLz. B S 04 B <br /> B CSi6x36" PLATE TO PLATE � <br />