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on (V , l) N JOIST & TRUSS FRAMING SCHEDULE COMPRESSION POST SCHEDULE � KEYNOTES FLOOR FRAMING PLAN NOTES � U "HANGER MAY NOT NECESSARILY BE USED AT ALL FRAMING MEMBERS SPECIFIED ON LEVEL , w x PLANS. HANGERS SHALL ONLY BE USED WHERE INDICATED ON DETAILS LINO. STRAPIHOLDOWN ROOF 3RD 2ND S1 CS22 STRAP ATTACHED PER"TYPICAL DIAHPRAGM DRAG STRAP DETAIL". WALLS: HANGERS ST1 46 46 46 A. WALL SHADE INDICATES EXTENT OF MIN LENGTH OF SHEARWALL AS INDICATED ON PLANS. 00 FACE ST2 6x6 6x6 6x6 S5 CS14 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". WHERE SHADE EXTENDS THROUGH HEADER PROVIDE SHEARWALL SHEATHING AROUND I.O N MARK FRAMING MEMBER SPACING TOP FLANGE MOUNTED OPENING AND STRAPS ABOVE AND BELOW PER TYPICAL STRAPS AT OPENING DETAIL U A 2x10 16" LB210 LU28 ST3 6x6 6x6 6x6 M - ST4 6x6 6x6 6x6 S6 CMSTC16 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". J2 117/8"TJI 230 12" PER MFR PER MFR B. SEE TYPICAL WOOD STUD WALL CONSTRUCTION DETAIL FOR BEARING WALL FRAMING O J3 117/8"TJI 110 A 16" PER MFR PER MFR ST5 6x8 6x8 6x8 S7 CMST14 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". INCLUDING TRIMMER STUDS AND KING STUDS. J4 117/8"TJI 230 24" PER MFR PER MFR HDU2 46 46 46 RED INC ARCHITECTS J5 117/8"TJI 230 PER MFR PER MFR HDU8 6x6 6x6 6x6 S8 (2)CMST14 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". C. PROVIDE 16d NAILS AT 6"O.C. MIN FROM BOT PLATES OF ELEVATED WALLS INTO FRAMING 1217 J STREET,MODESTO,CA 95354 J6 117/8"TJI 230 16" PER MFR PER MFR HDUl l 6x6 6x6 6x6 BELOW UNO ON SHEAR WALL SCHED. 209.522.8900 RA 2x8 16" PF26B LUS26 HDU14 6x6 6x6 6x6 S19 DGB HANGER. D. ALL EXTERIOR WALLS NOT LABELED AS SHEARWALLS SHALL BE CONSTRUCTED AS"A"TYPE RJ2 LO 2x6 24" PF26B LUS26 (2)HDU11 6x8 6x8 6x8 SEAL: SHEARWALLS, UNO. RJ3 60OS200-43 16" PER DETAIL PER DETAIL (2)HDU14 5.25x5.25 PSL 5.25x5.25 PSL 5.25x5.25 PSL S25 CS18 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". RJ5 11 7/8"TJI 110 24" PER MFR PER MFR (2)HD19 (2)5.25x5.25 PSL (2)5.25x5.25 PSL (2)5.25x5.25 PSL E. PROVIDE(24) 16d NAILS AT ALL TOP PL SPLICES.SPLICE TOP PL PER"TYPICAL TOP PLATE o RT1 24"DEEP ROOF TRUSS 24" PER MFR PER MFR S26 CMST12 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". SPLICE"DETAIL.AT LOCATION WHERE PL CANNOT BE SPLICED, USE 40"LONG CMSTC16 QROFESS/ONS` � NOTES: �a �OSEp o A. SCHEDULE APPLIES UNO ON PLAN STRAP W/(50)16d SINKERS,CENTERED ON SPLICE AND NAILED PER MFR. �' y�� U B. INSTALL(1)HD19 INTO EA COMPRESSION POST W/PAB10 EMBEDDED S27 (2)CMST12 STRAPS ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". c� m v� m J MIN 15"BELOW COLD JOINT INTO FTG. PROVIDE 2"GAP BETWEEN F. WHERE DBL TOP PL ARE BROKEN,STEPPED, OR PENETRATED W/PIPES AT THE EXTERIOR c S4634 = A WOOD SHEARWALL SCHEDULE POSTS FOR INSTALLATION. S36 DOUBLE I JOIST. WALLS OR INTERIOR SHEARWALLS,CONNECT TOGETHER W/MSTC40 STRAP, UNO. EXP: 12/31/2 SHEAR TYPE BY BUILDING LEVEL R CTv zz MARK 3 2 1 WOOD POST SCHEDULE G. AT 2x4 TO 2x6 TRANSITION, PROVIDE CONT TOP PL BY EXTENDING 2x4 TOP MOST PL OVER 2x6 TF of CA��Fo� D_ SW-1 A A A WALL W/MIN LAP LENGTH AND SPLICE NAILING AS SHOWN ON"TYPICAL TOP PLATE SPLICE" BASE CONNECTION, CAP CONNECTION, DETAIL.AS AN ALT,2x6 TOP PL MAY BE'CHAIR CUT'TO 2x4 WIDTH AND EXTENDED OVER 2x4 04/17/2019 SW-2 C CC DD MARK POST SIZE LINO LINO WALL W/MIN LAP LENGTH AND SPLICE NAILING PER TYP DETAIL. SW 3 B BB DD P1 6x6 CBSQ CCQ/ECCQ Q SW-5 A C D P2 6x8 CBSQ CCQ/ECCQ H. ATTACH STEEL COL TO WOOD STUD WALLS PER"TYPICAL NAILER AT STEEL COLUMN(PLAN c/) SW-6 B BB CC P3 5.25x5.25 PSL CBSQ CCQ/ECCQ VIEW)"DETAIL. CONSULTANT: SW-7 A C BB P4 3.5x7.0 PSL CBSQ CCQ/ECCQ oN SW-8 B D DI. ALL DBL TOP PL PENETRATIONS SHALL BE PER"TYPICAL HOLE IN DOUBLE TOP PLATE" P5 5.25x7.0 PSL CBSQ CCQ/ECCQ DETAIL. M SW-9 A B B P6 46 CBSQ CCQ/ECCQ O U) J. PROVIDE CONT BEARING OF ALL POSTS AND MULTIPLE STUDS TO FDN PER"TYPICAL SOLID BLOCKING BETWEEN FLOORS"DETAIL. w w 10 11.9 12 13 U) K. LIGHT GAUGE SHEARWALLS PER"TYPICAL COLD-FORMED STEEL W/WOOD STRUCTURAL PANELS SHEARWALL CONSTRUCTION"DETAIL. ENGINEERING SYSTEM SOLUTIONS L. TYPICAL LIGHT GAUGE WALL STUDS SHALL BE 60OS200-43 AT 16"O.C. STRUCTURAL•MEP•BUILDING COMMISSIONING BUILDING RELATIONSHIPS EXCEEDING EXPECTATIONS FRAMING: www.es2eng.com A. FLR SHEATHING SHALL BE 3/4"T&G PLYWOOD W/10d AT 6"O.C.BN AND EN AND 12"O.C. FN. 4943 NORTH 29TH EAST,STE A IDAHO FALLS,IDAHO 83401 AS AN ALT, NAILS MAY BE REPLACED W/#8x2"LONG ZINC-PLATED GRABBER PLYWOOD PHONE:(208)552-9874 SCREWS(ICC ESR-1271)OR STRONG-DRIVE SDWS FRAMING SCREWS(IAPMO-UES ER-192). JOB NUMBER: 17.1019 SCREW SPACING SHALL MATCH ABOVE SPECIFIED NAIL SPACING. B. LT WT TOPPING PER ARCH SHALL BE NO GREATER THAN 1"THICK AT 8.3 PSF MAX. C. FASTEN ROOF JOISTS AND TRUSSES AT BEARING POINTS W/(2)H2.5A CLIP AT EVERY JOIST OR TRUSS.FASTEN GT AT BEARING POINTS W/(2)H2.5A CLIPS, UNO. D. PROVIDE FULL BEARING UNDER COL BETWEEN FLRS PER"TYPICAL SOLID BLOCKING BETWEEN FLOORS"DETAIL. Fcc�wfield E. "ST1,ST2, ..."NOTATION AT END OF UPPER STORY SHEARWALL INDICATES VERT HOLDOWN STRAP(S)TO BE INSTALLED AT END STUD(S)OF SHEARWALL. REFER TO"TYPICAL HOLDOWN INN & SUITES BETWEEN FLOORS"DETAIL FOR INSTALLATION INFORMATION. BY MARRIOTT F. "DS-CS16, ..."REFERS TO DIAPHRAGM DRAG STRAP PER"TYPICAL DIAPHRAGM DRAG STRAP" DETAIL. G. AT FIREWALLS ATTACH JOISTS TO WALLS W/WL212 PER"TYPICAL WOOD LEDGER AT STUD WALL"DETAIL 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 COLD-FORMED STEEL ATTACH SHEATHING WITH#10 SCREWS IN LIEU OF NAILS 4 J ST Z A. TYP FRAMING MEMBERS ON PLAN(J4)INDICATE PREFAB WOOD I-JOISTS(117/8"MAX DEPTH) Of AT 4"O.C.MAX LINO. 0 J Q B. LAYOUT SHOWN IS A CONCEPTUAL LAYOUT AND NOT THE ACTUAL DESIGN.JOIST MFR IS U 6x8 RESPONSIBLE FOR THE ACTUAL LAYOUT.JOIST DESIGN TO BE COORDINATED W/AND - - fi APPROVED BY ENGINEER OF RECORD. ST4 ST2 6x8 6x8 6x8 C. WOOD I-JOISTS SHALL BE DESIGNED FOR LOADS AS SPECIFIED ON GSN. 18 =3700#-o- 18 S11.1 S11.1 D. WOOD I-JOISTS SHALL BE DESIGNED FOR A 500 LBS MECH UNIT TO BE PLACED AT ANY S6 LOCATION ALONG THE LENGTH OF THE TRUSS OR THE ACTUAL RME LOADS. 6x8 SW 5 (8'-1 SW-5") 6x8 (5'-6") 6x8 SW-5 (8'-9") 6x8 SW-5 (T-2") 6x8 -ST2 6x8 SW-5 (T 2") 6x8 SW-5 (7'-2" SW-5) 6x8 (7'-2") 6x8 E. "UP/DN"INDICATES ASD VERT UP OR DOWN POINT LOAD RESULTING FROM WIND OR SEISMIC - OVERTURNING. I-JOIST MFR SHALL DESIGN I-JOIST FOR APPROPRIATE COMBINATION AS ST3 - SPECIFIED IN THE BUILDING CODE,AND PROVIDE VERT WEB MEMBERS IN I-JOIST ALIGNED ST3 ST3 ST3 ST3 ST3 ST3 ST3 ST3 ST3 ST4 ST1 ST3 ST3 ST3 ST1 ST3 ST3 ST3 BENEATH END STUDS OF SHEARWALL TO RECEIVE HOLDOWN STRAPS FROM ABOVE. SW-5 (9'-2") ST3 6x8 ST1 D-1150# D=4850# ST4 =3700# ST2 - - 6x8 - 6x8 - - D-1800# SW 5 (8' 7") J3 25 S7 ST4 S 8 D=1200# D=43 o# S5 ST3 ST3 17 F. WOOD I JOIST MFR IS RESPONSIBLE FOR ALL JOISTS HANGER SPECS. 2 P1 P1 8 - _ S11.2 S25 S6 S11.1 G. WEB STIFFENERS SHALL BE INSTALLED IN WOOD I-JOIST PER JOIST MFR. 0 5.125x12 GLB _ TY S11.2 O 4 H. WOOD I-JOIST FLANGE SHALL BE CONSTRUCTED OF A MATERIAL W/A SPECIFIC GRAVITY EQ 15 � � �Fb � 1, 7 N N N TO OR EXCEEDING 0.49 AND SHALL HAVE A MIN TOP FLANGE WIDTH OF 1 1/2" S11.1 S36 N cin OPEN � U' U' - - - - � � � � N I. "D="INDICATES AXIAL TENSION/COMPRESSION LOAD(ASD)TO BE APPLIED TO JOIST TOP T 4 _ �' �' U) 8 CHORD. ST1 S19 S19 2 L P1 N 5.125x12 GLB P1 _ _ _ _ _ _ S11.2 JMISC: �TYP S6 C44 C44NEST2E -il Ir A. TYP DETAILS AND NOTES SHALL APPLY,THOUGH NOT NECESSARILY INDICATED AT A U) P1 9 15OFa�� 9 SPECIFIC LOCATION ON THE PLANS. zS11.2 S11.1 P1 P1 ;P1 S11.2 6x8 B. CONTRACTOR TO VERIFY ALL DIMS AND CONDITIONS PRIOR TO CONSTRUCTION. RESOLVE ST3 P P1 I S2 1 / 5.125x9 GLB 5.125x9 GLB I P1 P1 Pi i P1 ANY DISCREPENCIES W/ARCHITECTS. z � P1 P1 P1 P1 P1 6x1 6x8 I ST ST5 ST1 ST5 ,ST5 ST1 P1 P1 S1 TYp O Q 6x8 I 6x8 x10 U U 6x10 N P1 6x10 6x1 6x10 16 C. ADDL MECH OPENINGS IN DECK OR WALLS NOT SHOWN SHALL BE COORDINATED W/THE TYP IF �, SW 2 18'-2") SW-2 18' 2") ST5 SW 2 (8' 10") ST5 Cl O° 16 S6 6x10 S6 J1 326 � 15 o S27 10 J2 x S8 A S6 ST5 S11.1 oo ENGINEER PRIOR TO PENETRATING STRUCTURE. � S11.1 S1 S6 S7 S26 S11.1 TYP---". S27 S26 S25 z 0 0 6x 6x12 6x10 6x10 6x8 ST5 SW 2 (9' 4") 6x10 SW 2 (18'-2") ST5 6x10 SW-2 (18'1 2) 6x D. REFER TO NOTES ON ROOF FRAMING PLAN FOR ANY LOW ROOFS SHOWN ON THIS SHEET. O _j 1 P1 P1 P1 P1 P1 P1- S6 S27 P1 S7 ST5 P1 P1 ST5 P1 ST1 P1 ST5 ST5 6x8 E. ALL HANGERS,CLIPS,AND STRAP CONNECTORS ON THE PLANS AND SHOWN IN DETAIL ARE ST3 S25 ST1 S6 M _ - SIMPSON STRONGTIE PRODUCTS LINO. ST1 P1, 5.125x9 GLB 6x8 5.125x9 GLBILI 9 S1 6x8 S11.2 8 P1 _ P1 F. USE MIN RIM BOARD THICKNESS OF 13/4".AT SHEAR WALLS USE RIM BOARD THICKNESS PER P1 P1 P1 I N TYP SHEAR TRANSFER DETAILS S11.2 5.125x12 GLB REVISIONS: 4:-: 4 - S19 S19 8 J 9 o i TYP 15 G. PROVIDE GUSSETS BENEATH BUCKETS AT COLUMNS. Q o S11.2 ST4 S11.2 - - N N S11.1 L;- P1 O - OPEN H. LIGHT GAUGE HEADER SHALL BE PER"TYPICAL LIGHT GAUGE HEADER"DETAIL. U N Eo- O N coo N M _ col!7co m � �_ _ - _ m 8 S19� �19� I. WHERE FIRE SPRINKLERS ARE USED,THE JOISTS SHALL BE DESIGNED FOR CONCENTRATED 5.125x12 GLB LOAD NOT LESS THAN THE WIEGHT OF THE WATER-FILLED-PIPE PLUS AN ADDITIONAL 250 LBS. 4 OWNER REV. 04/03/19 Q 8 U) S11.2 P1' J3 THIS LOAD SHALL BE APPLIED TO ANY POINT ALONG THE LENGTH OF THE JOIST.ALL LOADS 2 PLAN CHECK 2 11/12/18 P1 DUE TO FIRE SPRINKLER LOADS SHALL BE IN ACCORDANCE W/THE REQUIREMENTS OF NFPA. 17 ST3 `/' ST2 S11.2 S6 S6 S5 1 BLDG DEPT 10/12/18 S11.1 4 - - - - - ST3 ,ST1 ST3 D=4200# a, ST1 - - D=3950# D=2200# ST3 REV DESCRIPTION DATE 6x8 6x8 6x8 SW-5 (9 -2) ST3 S25 ST4 - - SW 5 (T-2") - - O O � 1000# S7 S6 S5 - - �� BA PROJECT# 161010 ST3_ST1 ST3 ST3 ST3 coE ST3 SW-5 (8'-3") D=5050# D=3800# L - 18 - PLN PROJECT# 17077 c' ST3 6x8 6x8 6x8 6x8 S11.1 6x8 6x8 6x8 T3 ST3 ST3 ST3 ST3 ST3 ST3 ST3 SW 5 (7' 2") SW 5 (8' 1") MARRIOTT# 4476 6x8 SW 5 (7' 2") 6x8 SW 5 (7' 2") 6x8 SW 5 (7' 2") 6x8 SW 5 (7' 2") 6x8 N S11.1 PERMIT# � 18 cn ST2 APN# 058-66-012 S11.1 Q u DATE: 11/13/2018 p DRAWN: JK Lu rr, 6x8 CHECKED: JM a� O L SHEET TITLE: a� 3RD FLOOR FRAMING PLAN U N N N N O L O 3RD FLOOR FRAMING PLAN SCALE: �i SHEET NO.: c co L S3 . 1