WORK PLANS - Laserfiche WebLink

Home Browse Search

on � (V N � JOIST & TRUSS FRAMING SCHEDULE WOOD POST SCHEDULE KEYNOTES KEYNOTES FLOOR FRAMING PLAN NOTES U *HANGER MAY NOT NECESSARILY BE USED AT ALL FRAMING MEMBERS SPECIFIED ON MARK POST SIZE BASE CONNECTION, CAP CONNECTION, Si CS22 STRAP ATTACHED PER"TYPICAL DIAHPRAGM DRAG STRAP DETAIL". WALLS: . W PLANS. HANGERS SHALL ONLY BE USED WHERE INDICATED ON DETAILS UNO. UNO UNO S23 HGUS5.25/10 HANGER. A. WALL SHADE INDICATES EXTENT OF MIN LENGTH OF SHEARWALL AS INDICATED ON PLANS. HANGERS P1 6x6 CBSQ CCQ/ECCQ S5 CS14 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". WHERE SHADE EXTENDS THROUGH HEADER PROVIDE SHEARWALL SHEATHING AROUND - FACE P2 6x8 CBSQ CCQ/ECCQ S25 CS18 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". OPENING AND STRAPS ABOVE AND BELOW PER TYPICAL STRAPS AT OPENING DETAIL ON MARK FRAMING MEMBER SPACING TOP FLANGE MOUNTED P3 5.25x5.25 PSL CBSQ CCQ/ECCQ S6 CMSTC16 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". U M A 2x10 16" LB210 LU28 P4 3.5x7.0 PSL CBSQ CCQ/ECCQ S26 CMST12 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". B. SEE TYPICAL WOOD STUD WALL CONSTRUCTION DETAIL FOR BEARING WALL FRAMING ;;T INCLUDING TRIMMER STUDS AND KING STUDS. J2 117/8"TJI 230 12" PER MFR PER MFR P5 5.25x7.0 PSL CBSQ CCQ/ECCQ S7 CMST14 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". O J3 117/8"TJI 110 4 PER MFR PER MFR P6 46 CBSQ CCQ/ECCQ S27 (2)CMST12 STRAPS ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". C. PROVIDE 16d NAILS AT 6"O.C.MIN FROM BOT PLATES OF ELEVATED WALLS INTO FRAMING J4 117/8"TJI 230 24" PER MFR PER MFR S8 (2)CMST14 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". RED INC ARCHITECTS BELOW UNO ON SHEAR WALL SCHED. 1217 J STREET,MODESTO,CA 95354 J5 117/8"TJ1230 PER MFR PER MFR COMPRESSION POST SCHEDULE S31 NON-STRUCTURAL HOLLOW STEEL LOUVERS PER ARCH. 209.522.8900 J6 117/8"TJI 230 16" PER MFR PER MFR S11 DL+LL REACTION IN ACCORDANCE W/DETAIL 5/S8.1 =2.0 K. D. ALL EXTERIOR WALLS NOT LABELED AS SHEARWALLS SHALL BE CONSTRUCTED AS"A"TYPE RA 2x8 16" PF26B LUS26 LEVEL S33 24 GA TENSIL FOR SR GALVANIZED TO G60 BY WHEELING FOR EQUIVALENT.ATTACH TO STEEL SHEARWALLS, UNO. SEAL: RJ2 LO 2x6 24" PF26B LUS26 STRAP/HOLDOWN ROOF 3RD 2ND S12 SIMPSON MEG5 HANGER. PROVIDE STRUCTURAL BACKING FOR HANGER ATTACHMENT AS JOISTS W/#10 SCREWS AT 10"O.C.AND AT PERIMETER BEAMS W/HILTI X-U FASTENERS AT 6"O.C. } RJ3 6005200-43 16" PER DETAIL PER DETAIL REQUIRED. E. PROVIDE(24) 16d NAILS AT ALL TOP PL SPLICES.SPLICE TOP PL PER"TYPICAL TOP PLATE ST1 4x6 4x6 4x6 S34 PROVIDE 1/2"GAP FILLED WITH NON-COMPRESSIVE MATERIAL BETWEEN LIGHT GAUGE WALL AND z RJ5 117/8"TJI 110 24" PER MFR PER MFR SPLICE"DETAIL.AT LOCATION WHERE PL CANNOT BE SPLICED, USE 40"LONG CMSTC16 o RT1 24"DEEP ROOF TRUSS 24" PER MFR PER MFR ST2 6x6 6x6 6x6 S14 ATTACH BEAM TO COLUMN PER TYPICAL SHEAR PLATE CONNECTION DETAIL WITH NOTED PORTE COCHERE ROOF. STRAP W/(50) 16d SINKERS,CENTERED ON SPLICE AND NAILED PER MFR. �Q QROOSss� � ST3 6x6 6x6 6x6 CHANGES;SHEAR PLATE SHALL BE 1/2"THICK, BOLT DIA SHALL BE 7/8",WELD SHALL BE 5/16"THICK. �o Ep ST4 6x6 6x6 6x6 S36 DOUBLE I-JOIST. F. WHERE DBL TOP PL ARE BROKEN,STEPPED,OR PENETRATED W/PIPES AT THE EXTERIOR c��m�C 115- C) �m Lu W ST5 6x8 6x8 6x8 S16 ATTACH BEAM TO WALL PER"TYPICAL WOOD LEDGER DETAIL"TYPE WWL48. WALLS OR INTERIOR SHEARWALLS,CONNECT TOGETHER W/MSTC40 STRAP, UNO. S4634 = A WOOD SHEARWALL SCHEDULEHDU2 46 46 46 S38 IN CONJUCTION WITH DETAIL 4/S8.1 DL=12.8 K LR=0.41 K LL=7.6 K. EXP: 12/31/2 HDU8 6x6 6x6 6x6 S17 SIMPSON EG5 HANGER. G. AT 2x4 TO 2x6 TRANSITION, PROVIDE CONT TOP PL BY EXTENDING 2x4 TOP MOST PL OVER 2x6 R SHEAR TYPE BY BUILDING LEVEL CTo z MARK 3 2 1 S39 HU68 HANGER.HANG FROM 5.125x13.5 GLB. WALL W/MIN LAP LENGTH AND SPLICE NAILING AS SHOWN ON"TYPICAL TOP PLATE SPLICE" TF of o�` HDU 11 6x6 6x6 6x6 C A\_�F S18 HUC46 HANGER. DETAIL.AS AN ALT,2x6 TOP PL MAY BE'CHAIR CUT'TO 2x4 WIDTH AND EXTENDED OVER 2x4 o SW-1 A A A HDU14 6x6 6x6 6x6 WALL W/MIN LAP LENGTH AND SPLICE NAILING PER TYP DETAIL. 04/17/2019 IIISW 2 C CC DD (2)HDU11 6x8 6x8 6x8 S40 PROVIDE BUCKET SIMILAR TO 2/S11.2 FOR 6x8 BEAM. o S19 DGB HANGER. Lu SW-3 B BB DD (2)HDU14 5.25x5.25 PSL 5.25x5.25 PSL 5.25x5.25 PSL H. ATTACH STEEL COL TO WOOD STUD WALLS PER TYPICAL NAILER AT STEEL COLUMN(PLAN Q SW-5 A C D (2)HD19 S41 IN CONJUNCTION WITH DETAIL 4/S8.1 DL=4.25 K LR=1.5 K LL=0.85 K. (2)5.25x5.25 PSL (2)5.25x5.25 PSL (2)5.25x5.25 PSL VIEW)"DETAIL. S21 U610 HANGER. SW-6 B BB CC NOTES: S43 EG9 HANGER PROVIDE STRUCTURAL BACKING FOR ATTACHMENT AS REQ'D. CONSULTANT: SW-7 A C BB A. SCHEDULE APPLIES UNO ON PLAN I. ALL DBL TOP PL PENETRATIONS SHALL BE PER"TYPICAL HOLE IN DOUBLE TOP PLATE" X SW-8 B D D B. INSTALL(1)HD19 INTO EA COMPRESSION POST W/PAB10 EMBEDDED S22 HUC612 ATTACHED TO FACE OF POST. DETAIL. o SW_9 A B B MIN 15"BELOW COLD JOINT INTO FTG. PROVIDE 2"GAP BETWEEN S44 WATER SOFTENERS 4600#SEE PLUMBING DRAWINGS. o POSTS FOR INSTALLATION. J. PROVIDE CONT BEARING OF ALL POSTS AND MULTIPLE STUDS TO FDN PER"TYPICAL SOLID z S47 GLS HANGER. BLOCKING BETWEEN FLOORS"DETAIL. 4 w S 0 6x6 ST B P ST /P ST AP N TOP A D INVE TED POST CA ON BOTTOM K. LIGHT GAUGE SHEARWALLS PER"TYPICAL COLD-FORMED STEEL W/WOOD STRUCTURAL PANELS SHEARWALL CONSTRUCTION"DETAIL. L. TYPICAL LIGHT GAUGE WALL STUDS SHALL BE 60OS200-43 AT 16"O.C. ENGINEERING SYSTEM SOLUTIONS STRUCTURAL•MEP•BUILDING COMMISSIONING BUILDING RELATIONSHIPS FRAMING: EXCEEDING EXPECTATIONS HSS14X6X1/4 A. FLR SHEATHING SHALL BE 3/4"T&G PLYWOOD W/10d AT 6"O.C. BN AND EN AND 12"O.C.FN. www.es2eng.com AS AN ALT, NAILS MAY BE REPLACED W/#8x2"LONG ZINC-PLATED GRABBER PLYWOOD 4943 NORTH 29TH EAST,STE A 401 83 DA IHO SCREWS(ICC ESR-1271)OR STRONG-DRIVE SDWS FRAMING SCREWS(IAPMO-UES ER-192). PHONE:IDAHO FALLS,LS, ss HO93 SCREW SPACING SHALL MATCH ABOVE SPECIFIED NAIL SPACING. JOB NUMBER: 17.1019 HSS14X4X3/16 HSS14X4X3/16 HSS14X4X3/16 S31 S31 S34 B. LT WT TOPPING PER ARCH SHALL BE NO GREATER THAN 1"THICK AT 8.3 PSF MAX. sir AUR ARE RESER 2NH M�,=,=T �T,�"s X X TYP X X. C. FASTEN ROOF JOISTS AND TRUSSES AT BEARING POINTS W/(2)H2.5A CLIP AT EVERY JOIST TYP - - OR TRUSS. FASTEN GT AT BEARING POINTS W/(2)H2.5A CLIPS, UNO. 11 HSS14X6X1/2 = = S12.1 D. PROVIDE FULL BEARING UNDER COL BETWEEN FLRS PER"TYPICAL SOLID BLOCKING BETWEEN FLOORS"DETAIL. [7w 4 S11.2 E. "ST1,ST2, ..."NOTATION AT END OF UPPER STORY SHEARWALL INDICATES VERT HOEDOWN field STRAP(S)TO BE INSTALLED AT END STUD(S)OF SHEARWALL. REFER TO"TYPICAL HOLDOWN N N N N BETWEEN FLOORS"DETAIL FOR INSTALLATION INFORMATION. INN & SUITES x x -x x F. "DS-CS16, ..."REFERS TO DIAPHRAGM DRAG STRAP PER"TYPICAL DIAPHRAGM DRAG STRAP" BY MARRIOTT v � v v � � � U) c _U U ui Luc > > G. AT FIREWALLS ATTACH JOISTS TO WALLS W/WL212 PER"TYPICAL WOOD LEDGER AT STUD of � -� � WALL"DETAIL U 10 H. 15/32"THICK TYP ROOF SHEATHING SHALL BE FASTENED W/10d NAILS AT 6"O.C.AT SUPPORTED PANEL EDGES AND 12"O.C. IN FIELD INTO WOOD FRAMING BELOW AT S12.1 COLD-FORMED STEEL ATTACH SHEATHING WITH#10 SCREWS IN LIEU OF NAILS S33 4CA � Q TYP FRAMING MEMBERS ON PLAN(J4)INDICATE PREFAB WOOD I-JOISTS AT 24"O.C. MAX UNO. Z Of Fc 18 B. LAYOUT SHOWN IS A CONCEPTUAL LAYOUT AND NOT THE ACTUAL DESIGN.JOIST MFR IS 0 S11.1 P1 822 P1 S22 P1_ RESPONSIBLE FOR THE ACTUAL LAYOUT.JOIST DESIGN TO BE COORDINATED W/AND Q 6x14 6x14 APPROVED BY ENGINEER OF RECORD. (� ST5 P1 6x8 6x8 HSS 14X6 1/2 (D m C. WOOD I-JOISTS SHALL BE DESIGNED FOR LOADS AS SPECIFIED ON GSN. HDU14 RJ2 L HSS14X6X3/16 HI N 5.125x13.5 GLB x D. WOOD I-JOISTS SHALL BE DESIGNED FOR A 500 LBS MECH UNIT TO BE PLACED AT ANY o - N LOCATION ALONG THE LENGTH OF THE TRUSS OR THE ACTUAL RIME LOADS. 13 �, v 4x8 P4m P4_5.125x13.5 GLB `" S23 S23 ;r; S11.2 __j S23 6x10 C3.5 E. "UP/DN"INDICATES ASD VERT UP OR DOWN POINT LOAD RESULTING FROM WIND OR SEISMIC U' � S40 S39 S41 OVERTURNING. I-JOIST MFR SHALL DESIGN I-JOIST FOR APPROPRIATE COMBINATION AS ST6 6x8 SW 5 (8' 1") 6x8 SW 5 (5' 6") 6xg SW 5 (8' 9") 6xg SW 5 (7' 2") 6xg N ST5 04 04 4 TYP 6xg SW 5 (7' 2") 6xg SW 5 (7' 2") 6xg SW 5 (7' 2") 6xg SPECIFIED IN THE BUILDING CODE,AND PROVIDE VERT WEB MEMBERS IN I-JOIST ALIGNED 2 x 18 BENEATH END STUDS OF SHEARWALL TO RECEIVE HOLDOWN STRAPS FROM ABOVE. DU14 HDU14 HDU14 HDU14 HDU14 HDU14 HDU14 HDU14 0 co S8.1 S11.1 ST1 HDU14 HDU14 HDU14 ST4 HDU14 HDU14 HDU HDU14 SW-5 (9--2") Si Q6x HDU14 c S11.2 ST6 S25 SW-5 (8'-T 4 F. WOOD I-JOIST MFR IS RESPONSIBLE FOR ALL JOISTS HANGER SPECS. ST1 D=2600# D=3400 ST5 P3 SW 5 (16' 6") 6x8 2 D=1300# A HDU1 D=650# S6 S6 3 D=3400# D=2650# 2 HDU14 HDU1 - G. WEB STIFFENERS SHALL BE INSTALLED IN WOOD I-JOIST PER JOIST MFR. S19 � S11.2 S6 O° o P1 ^ S6 H. WOOD I-JOIST FLANGE SHALL BE CONSTRUCTED OF A MATERIAL W/A SPECIFIC GRAVITY EQ � � m SIM - 5.125x12 GLB TYP ca J o HDU14 J - ^ ^ c� S44 TO OR EXCEEDING 0.49 AND SHALL HAVE A MIN TOP FLANGE WIDTH OF 1 1/2" P1 2 0 15 m m m m � v N x N N N x co v I. "D="INDICATES AXIAL TENSION/COMPRESSION LOAD(ASD)TO BE APPLIED TO JOIST TOP cn S11.1 N S36 o M rn CHORD. OPEN co ,n x X " i v1 N N N HDU14 TYP 2 S19 S19 2 4 "' N MISC: P1 � A. TYP DETAILS AND NOTES SHALL APPLY,THOUGH NOT NECESSARILY INDICATED AT A 5.125x12 GLB P1 S11.2 8 O SIM ST5 �� SPECIFIC LOCATION ON THE PLANS. LL P1 3 SIM S6 C44 TYP U) 1 3 �� / S11.2 C44 P1 4 S11.2 1 °J° TYP OPEN 6 9 �' B. CONTRACTOR TO VERIFY ALL DIMS AND CONDITIONS PRIOR TO CONSTRUCTION. RESOLVE c,, SIM S11.2 S11.2 0 15 S11.1 ANY DISCREPENCIES W/ARCHITECTS. ui ST6 S8.1 2 Si S11.1 N S11.1 /2 6x10 .75x16.5 GLB S11.2 co S11.2 S17 S17 S17 Si7 S17 S17 N S17 25 8.75x16.5 GLB 8.75x16.5 GLBPi-7(2) 6x8 0 S18 x8 5.125x18 GLB W18X76 c; 6 8 P3 P1 P1 (2)HDU11 S17 S6 S27 ST6 (2)HDU11 ST1 P1 P1 (2)HDU11 YP C. ADDL MECH OPENINGS IN DECK OR WALLS NOT SHOWN SHALL BE COORDINATED W/THE L 5.125x16.5 GLB 5.125x18 GLB (2)HDU11 (2)HDU11-ST4 (2)HDU11 16 U Q ENGINEER PRIOR TO PENETRATING STRUCTURE. S16 S11 P5 S64S17 5.125x16.5 GLB 5.125x16.5 32g 125x16.5 GLB 5.125x16.5 GLB mJ2 m S7 P1 SW 2 18' 2") xSW 2 18' 2") xSW-2 (8' 10")N S6 TYP S7 J1 N S7 S26 Sg 15 N S8 S6 S1Ole S11.1 D. REFER TO NOTES ON ROOF FRAMING PLAN FOR ANY LOW ROOFS SHOWN ON THIS SHEET. _ w rk, _ S17 S17 ; S1 S17 6' S11.1 TYp �� S27 S26 S25 z 0 O° -� S7 S17 � o - HDU14 SW 2 9'-4" HDU146x10 HDU14 SW 2 18'-2" HDU14 6x10 HDU14 SW 2 18' 2" HDU14 \\12.25x18 GLB 5.125x16.5 GLB 5.125x16.5 B 5.125x16.5 GLB N F7N ( ) ( ) ) 6x10 E. ALL HANGERS, CLIPS,AND STRAP CONNECTORS ON THE PLANS AND SHOWN IN DETAIL ARE O O o TYP ST6 C=1/3" S6 5.125x16.5 GLB 5125x16.5 GLB_ "' S27 S6 6x10 ;r; _ 5.125x18 GLB---,L. P1 P1 P1 P1 6x8 SIMPSON STRONGTIE PRODUCTS UNO. S18 S17 S7 S12 S12 S26 S8 S17 P2 S12P1 P1 ST4/ P1 W1 6X40 L TYP N S25 S14 P1 ST1 S6 � co F. USE MIN RIM BOARD THICKNESS OF 13/4".AT SHEAR WALLS USE RIM BOARD THICKNESS PER Q ST1 P1 m SIM m P1 SIM 04 W14X26 W18X86 TYP 4 N N S1 P1 P1 TYP SHEAR TRANSFER DETAILS N 3 N 3 �qs x16.5 GLB g �\ o N S11.2 N S11.2 co S8.1 _ 6 3 5.125x12 GLB P1 G. PROVIDE GUSSETS BENEATH BUCKETS AT COLUMNS. REVISIONS: S11.2 � - P1 HDU14 x S11.1 19 S19 S19 11.1 o YP a, 8 P1 S11.1 m 15 P1 H. LIGHT GAUGE HEADER SHALL BE PER"TYPICAL LIGHT GAUGE HEADER"DETAIL. o S11.2LD co SIM N N / S11(D co A .1 ^ OPEN coLL `V S38 N a' L? M I. WHERE FIRE SPRINKLERS ARE USED,THE JOISTS SHALL BE DESIGNED FOR CONCENTRATED O m m m 'r' P1 x x Lo 8 N LOAD NOT LESS THAN THE WIEGHT OF THE WATER-FILLED-PIPE PLUS AN ADDITIONAL 250 17 c_ 00 SIM oc\j S11.2 S19 \ LBS.THIS LOAD SHALL BE APPLIED TO ANY POINT ALONG THE LENGTH OF THE JOIST.ALL m N �, N N v 3 v?'i 5.125x12 GLB LOADS DUE TO FIRE SPRINKLER LOADS SHALL BE IN ACCORDANCE W/THE REQUIREMENTS 4 OWNER REV. 04/03/19 OF NFPA. S11.1 x " X S11.2 #ji P1 2 PLAN CHECK 2 11/12/18 ca-O � N X (� W W V co ST6 2 2 P1 1 BLDG DEPT 10/12/18 ST1 Pi HDU14 REV DESCRIPTION DATE P1 S5 HDU1 ST1 S S5 � ST5 m° D=3200# D=1900# o S1 HDU14 P3 S47 D= 1700# 125x13.5 GLB 6x8J��(T-2) 6x8 HDU14 SW 5 (9'-2") HDU14 I HDU1 S23 S23 S5 N 11� g SI S50 BA PROJECT# 161010 �, D=650# _ Alp HDU14 SW 5 (8' 3") 5.125x13.5 GLB 2 S6 S5 S11.1 S5 P1 STUB 4 18 HDU14 a, m D-3500# � S11.1 ST4-HDU14-HDU14-1 HDU14 _ m PLN PROJECT# 17077 S7 J S21 5.125x13.5 GLB 5.125x13.5 GLB RJ5 5.125x13.5 GLB -- 6x8 SW 5 (7'-2") 6x8 SW 5 (8'-1") 6x8 MARRIOTT# 4476 HDU14 HDU14 HDU14 HDU14 HDU14 HDU14-HDU14--HDU14 _HDU14/ 4-- HDU14��P1_ S23 rl7 S23 S23 L 01 D=3500# 6x8 SW 5 (7' 2") 6x8 SW 5 (7' 2") 6x8 SW 5 (7' 2") 6x8 SW 5 (7' 2") 6x8 SW 5 (9' 9") S6 6 6x8 6x12 N P I P1 PERMIT# • 6 a� _ 13 ST5 6x12 APN# 058-66-012 S11.2 00 Q o 14 S43 S11.2 DATE: 11/13/2018 o _W16X31 DRAWN: J K Lu J4 Q co CHECKED: JM a co 0 P6 P6 6x8 P6 6x8 P6 6x8 P6 6x8 P6 SHEET TITLE: �, 14 2ND FLOOR Q S11.2 FRAMING PLAN U f� N f� N O L O 2ND FLOOR FRAMING PLAN SCALE: 8" =a_'-9' L �i SHEET NO.: c co L S201