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on on N N ul' JOIST & TRUSS FRAMING SCHEDULE COMPRESSION POST SCHEDULE KEYNOTES ROOF FRAMING PLAN NOTES ~ U *HANGER MAY NOT NECESSARILY BE USED AT ALL FRAMING MEMBERS SPECIFIED ON LEVEL . ui - STRAPIHOLDOWN PLANS. HANGERS SHALL ONLY BE USED WHERE INDICATED ON DETAILS UNO. ROOF 3RD 2ND S1 CS22 STRAP ATTACHED PER"TYPICAL DIAHPRAGM DRAG STRAP DETAIL". WALLS: HANGERS A. WALL SHADE INDICATES EXTENT OF MIN LENGTH OF SHEARWALL AS INDICATED ON PLANS. - ST1 4x6 4x6 4x6 WHERE SHADE EXTENDS THROUGH HEADER PROVIDE SHEARWALL SHEATHING AROUND � FACE S4 CS16 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". O _ ST2 6x6 6x6 6x6 OPENING AND STRAPS ABOVE AND BELOW PER TYPICAL STRAPS AT OPENING DETAIL N MARK FRAMING MEMBER SPACING TOP FLANGE MOUNTED U J1 2x10 LB210 LU28 . ST3 6x6 6x6 6x6 S5 CS14 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL" M - ST4 6x6 6x6 6x6 B. WALLS OUTLINED W/DASHED LINES W/A HATCH ON FRAMING PLANS INDICATE HI ROOF v J2 117/8"TJI 230 12" PER MFR PER MFR ST5BEARING WALLS ABOVE.ALIGN GT OR BLKG BELOW HI ROOF BEARING WALLS.TRUSS MFR TO O J3 117/8"TJI 110 1 " PER MFR PER MFR DU 6x8 6x8 6x8 S6 CMSTC16 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL . DESIGN TRUSSES FOR ADDL HI ROOF LOADS AS SPECIFIED. J4 117/8"TJI 230 4 24" PER MFR PER MFR H2 4x6 4x6 4x6 RED INC ARCHITECTS HDU8 6x6 6x6 6x6 S7 CMST14 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". 1217 J STREET,MODESTO,CA 95354 J5 117/8"TJI 230 2" PER MFR PER MFR C. SEE TYPICAL WOOD STUD WALL CONSTRUCTION DETAIL FOR BEARING WALL FRAMING 209.522.8900 J6 117/8"TJI 230 16" PER MFR PER MFR HDUl l 6x6 6x6 6x6 INCLUDING TRIMMER STUDS AND KING STUDS.ADD(1)2X STUDS PLY BELOW EA GT PLY UNO RA 2x8 16" PF26B LUS26 HDU14 6x6 6x6 6x6 S8 (2)CMST14 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". ON PLANS. RJ2 LO 2x6 24" PF26B LUS26 (2)HDU11 6x8 6x8 6x8 SEAL: } 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". D. ALL EXTERIOR WALLS NOT LABELED AS SHEAR WALLS SHALL BE CONSTRUCTED AS"A"TYPE J SHEARWALLS, UNO. z RJ5 117/8"TJI 110 24" PER MFR PER MFR (2)HD19 (2)5.25x5.25 PSL (2)5.25x5.25 PSL (2)5.25x5.25 PSL S26 CMST12 STRAP ATTACHED PER"TYPICAL DIAPHRAGM DRAG STRAP DETAIL". QROFESS/pN� of -RT1 24"DEEP ROOF TRUSS 24" PER MFR PER MFR NOTES: E. PROVIDE(24) 16d NAILS AT ALL TOP PL SPLICES. SPLICE TOP PL PER"TYPICAL TOP PLATE ��a �osEpy �F O A. SCHEDULE APPLIES UNO ON PLAN �� 0 S29 KICKER LOAD ACTING ON TRUSSES.W-235 PLF ASD D-100 PLF. SPLICE"DETAIL.AT LOCATION WHERE PL CANNOT BE SPLICED, USE 40"LONG CMSTC16y� B. INSTALL(1)HD19 INTO EA COMPRESSION POST W/PAB10 EMBEDDED - ( ) - m Q STRAP W/(50) 16d SINKERS,CENTERED ON SPLICE AND NAILED PER MFR. w O c) m W MIN 15"BELOW COLD JOINT INTO FTG. PROVIDE 2"GAP BETWEEN cr Of S4634 = A WOOD SHEARWALL SCHEDULE POSTS FOR INSTALLATION. S42 PROVIDE TRUSS BLKG BETWEEN EA TRUSS. DESIGN FOR DL=150 PLF. F. ATTACH STEEL COL TO WOOD STUD WALLS PER"TYPICAL NAILER AT STEEL COLUMN(PLAN EXP: 12/31/2 VIEW)"DETAIL. R CTv z SHEAR TYPE BY BUILDING LEVEL WOOD POST SCHEDULE TF o� a MARK 3 2 1 OF CALIF SW-1 A A A BASE CONNECTION, CAP CONNECTION, G. ALL DBL TOP PLATE PENETRATIONS SHALL BE PER"TYPICAL HOLE IN DOUBLE TOP PLATE" 04/17/2019 MARK POST SIZE UNO UNO DETAIL. o SW 2 C CC DD ui P1 6x6 CBSQ CCQ/ECCQ Q SW-3 B BB DD P2 6x8 CBSQ CCQ/ECCQ H. PROVIDE CONT BEARING OF ALL POSTS AND MULTIPLE STUDS TO FDN PER"TYPICAL SOLID W SW-5 A C D P3 5.25x5.25 PSL CBSQ CCQ/ECCQ BLOCKING BETWEEN FLOORS"DETAIL. CONSULTANT: SW-6 B BB CC P4 3.5x7.0 PSL CBSQ CCQ/ECCQ N SW 7 A C BB FRAMING: It x SW-8 B D D P5 5.25x7.0 PSL CBSQ CCQ/ECCQ 0 A. 15/32"THICK TYP ROOF SHEATHING SHALL BE FASTENED W/10d NAILS AT 6"O.C.AT o SW-9 A B B P6 46 CBSQ CCQ/ECCQ SUPPORTED PANEL EDGES AND 12"O.C. IN FIELD INTO WOOD FRAMING BELOW. z B. ALIGN A JOIST OR TRUSS W/T.O. SHEARWALL WHERE ROOF FRAMING RUNS PARALLEL W/ w WALL. 11.9 12 W C. FASTEN ROOF JOISTS AND TRUSSES AT BEARING POINTS W/(2)H2.5A CLIP AT EVERY JOIST mmomi u- OR TRUSS. FASTEN GT AT BEARING POINTS W/(2)H2.5A CLIPS, UNO. ENGINEERING SYSTEM SOLUTIONS STRUCTURAL•MEP•BUILDING COMMISSIONING D. "DS-CS16, ..."REFERS TO DIAPHRAGM DRAG STRAP PER"TYPICAL DIAPHRAGM DRAG STRAP" BUILDING RELATIONSHIPS EXCEEDING EXPECTATIONS DETAIL. www.es2eng.com 4943 NORTH 29TH EAST,STE A TRUSSES: IDAHO FALLS,IDAHO 83401 PHONE:(208)552-9874 A. TYP FRAMING MEMBERS ON PLAN ARE RT1 UNO.TRUSS SHALL BE DESIGNED AND FABRICATED PER THE WOOD TRUSS SECTION ON THE GSN.LAYOUT SHOWN IS A JOB NUMBER: 17.1019 CONCEPTUAL LAYOUT AND NOT THE ACTUAL DESIGN.TRUSS MFR IS RESPONSIBLE FOR THE ACTUAL LAYOUT.TRUSS DESIGN TO BE COORDINATED W/AND APPROVED BY ENGINEER OF I INS ESEF ILL RRETS ARE "��EREED(OPYRIGET M I E-E-SYSTENI �� RECORD. B. TRUSSES SHALL BE DESIGNED FOR LOADS AS SPECIFIED ON THE GSN. C. "D="INDICATES DRAG TRUSS W/SPECIFIED ASD AXIAL LOAD(TENSION OR COMPRESSION) DUE TO WIND OR SEISMIC FORCES. DRAG TRUSS SHALL BE DESIGNED FOR DRAG IN THE • APPROPRIATE LOAD COMBINATION. FASTEN SHEATHING FULL LENGTH OF DRAG TRUSS W/(1) ROW OF SHEATHING BN. PROVIDE(2)ROWS OF FASTENERS AT ALL INTERIOR DRAG Fc wfield TRUSSES.ALL DRAG TRUSSES SHALL BE DESIGNED W/DIAG WEB MEMBERS THROUGHOUT TRUSS LENGTH. INN & SUITES D. TRUSSES SHALL BE DESIGNED FOR A 500 LBS(ASD)MECH UNIT LOAD TO BE PLACED AT ANY BY MARRIOTT LOCATION ALONG THE LENGTH OF THE TRUSS OR THE ACTUAL MECH RME LOADS MEMBER. E. WHERE FIRE SPRINKLERS ARE USED,THE TRUSSES SHALL BE DESIGNED FOR A CONCENTRATED LOAD NOT LESS THAN THE WEIGHT OF THE WATER-FILLED-PIPE PLUS AN ADDITION 250 LBS.THIS LOAD SHALL BE APPLIED TO ANY POINT ALONG THE LENGTH OF THE - TRUSS.ALL LOADS DUE TO FIRE SPRINKLER LOADS SHALL BE IN ACCORDANCE W/THE REQUIREMENTS OF NFPA. F. "UP/DN"INDICATES ULTIMATE VERT UP OR DOWN POINT LOAD RESULTING FROM WIND OR SEISMIC OVERTURNING.TRUSS MFR SHALL DESIGN TRUSS FOR APPROPRIATE COMBINATION Q AS SPECIFIED IN THE BUILDING CODE,AND PROVIDE VERT WEB MEMBERS IN TRUSS ALIGNED Z BENEATH END STUDS OF SHEARWALL TO RECEIVE HOLDOWN STRAP FROM ABOVE. Of O G. "GT"INDICATES GIRDER TRUSS W/SPECIAL LOADING. PROVIDE(1)STUD FOR EA GIRDER PLY, Q MIN(2)STUDS AT ALL GT BEARING LOCATIONS, UNO. U 4 6x10TYP � 11 H. "R="INDICATES ASD REACTION LOAD ON TRUSSES. S11.2 6x10 6x10 6x10 I. TRUSS MFR IS RESPONSIBLE FOR ALL TRUSS HANGER SPECS. 8 _o 8 J. TRUSS TOP CHORD MATERIAL SHALL HAVE A SPECIFIC GRAVITY EQ TO OR EXCEEDING 0.49. S12.1 „ ` rS1 u'ai a 'u u'� S12.1 MISC: 6x10 SW 5 (8' 1") 6x10 SW 5 (5' 6") 6x10 SW 5 (8' 9") 6x10 SW 5 (7' 2") 6x10 6x10 SW 5 (7' 2") 6x10 SW 5 (7' 2") 6x10 SW 5 (7' 2") 6x10 A. TYP DETAILS AND NOTES SHALL APPLY,THOUGH NOT NECESSARILY INDICATED AT A SPECIFIC LOCATION ON THE PLANS. 9 SW-5 (9'-2") 10 S12.1 SW-5 (8'-7") B. CONTRACTOR TO VERIFY ALL DIMS AND CONDITIONS PRIOR TO CONSTRUCTION. RESOLVE 6 -6x10- 6x10 ANY DISCREPENCIES W/ARCHITECTS. ---- S1 6 S5 S6 SS S12.1 S5 S5 S25 S12.1 S12.1 C. ADDL MECH OPENINGS IN DECK OR WALLS NOT SHOWN SHALL BE COORDINATED W/THE 0 ENGINEER PRIOR TO PENETRATING STRUCTURE. o S42 oo D. "RME"INDICATES ROOF MOUNTED EQUIPMENT.JOIST/TRUSS MFR SHALL DESIGN _ + N GT - o ` ' `' - JOISTS/TRUSSES FOR WT AS INDICATED ON PLANS(WHICH INCLUDES MAX OPERATING WT ST u N - - - N C) N N N c? PLUS 100#CURB ALLOWANCE). PROVIDE FRAMING BELOW RME PER"TYPICAL OPENING AT 9 `" �' M SUPPORT FOR RME"DETAIL AND AROUND ROOF OPENING PER TYP DETAIL. FRAMING NOT II p M rn rn N S12.1 GT 4 SHOWN ON PLAN FOR CLARITY. cn cn T o - OPEN 6 r `" E. ALL HANGERS, CLIPS,AND STRAP CONNECTORS ON THE PLANS AND SHOWN IN DETAIL ARE J GT S6 51 7 7L _ S12.1 o SIMPSON STRONGTIE PRODUCTS UNO. U) I I0 o z C4 OPEN C 1 N 16 P1 P1 N M II II o S11.2 P1 1 RME=2000# o S12.1 0 5.125x9 GLB- 5.125x9 GLB 6x8 0 6x8 6x8 P1 6x12 P1 P1 P1 P1 P1 P1 S25 6x81 P1 S8 P1 I I P1 P1 P1 P1 P1 z 91 6x12 6x12 6x12 P1 6x12 6x12 6x12 Q _ o S25 S4 - x 15 S1 SW-2 (18' 2") SW-2 (18' 2") SW 2 (8' 10") O Cl X S6 56 S6 S6 S25 S11.2 O 57 S8 S7 S5 51 S1 S5 S6 S6 S6 S7 S7 HP=600# LHP=60 HP TYPO HP=500# EHP=5001 EHP=600#� HP=600# SS S26 51 S6 P1 S25 Z O 0 5.125x15 GLB _ 3W-2 (9 4) SW 2 (18' 2") SW 2 (18' 2") O J 0 6x8 6x12 6x12. S8 GT P1 6x10 6x12 6x12 _ 6x12 6x8 � P1 I P1 � P1 P1 I P1 P1 S25 P1 S25 g1 � i P1 P1 P1 I P1 I P1 .� � � 6x8 I RTU=3600# I � 1 I I = Q 5.125x9 GLB 5.125x9 GLB 6x12 Lo P1 S12.1 GT S12.1 "- P1 co P1 P1 _ o - REVISIONS: O r o x �, 1 04 cD - - - - O z o O rn - Q a, S12.1 Lo I I N r II N U L0 - U - _ cN N co 7 = O II 6 Cp M - 3 6 o „ S12.1 U) 0 6 S12.1 ca- 0 4 OWNER REV. 04/03/19 o 9 S12.1 S6 S4 1 BLDG DEPT 10/12/18 S5 S12.1 REV DESCRIPTION DATE o _ I I _a S1 6x10 6x10 SW-5 1(7 2) 6x10 c - _ S6 S _ - - - - - - - 9 BA PROJECT# 161010 E SW 5 (8' 3") - IL S12.1 PLN PROJECT# 17077 cm 6x1 6x10 6x10 6x10 - ( - 6x10 6x10( - MARRIOTT# 4476 ,, 6x10 6x10 � ,, 6x10 � � � 8 6x10 SW-5 (7'-2") 6x10 SW-5 (7 -2) SW-5 (7' 2") SW 5 (7 -2) S12.1 PERMIT# - U S29 APN# 058-66-012 S12.1 v S29 4 DATE: 11/13/2018 p DRAWN: JK Lu 6x10 CHECKED: JM O, 0 SHEET LE: ROOF FRAMING Q PLAN 0 U N N N N O L O ROOF FRAMING PLAN SCALE: 8" =a_'-0" �i SHEET NO.: c co L S401