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on <br /> on CV , ^ <br /> N KEYNOTES ROOF FRAMING PLAN NOTES <br /> � JOIST & TRUSS FRAMING SCHEDULE WOOD POST SCHEDULE U <br /> *HANGER MAY NOT NECESSARILY BE USED AT ALL FRAMING MEMBERS SPECIFIED ON MARK POST SIZE BASE CONNECTION, CAP CONNECTION, . W <br /> x PLANS. HANGERS SHALL ONLY BE USED WHERE INDICATED ON DETAILS UNO. UNO UNO S28 PREFINISHED STEEL ROOF SHADE CANOPY BY OTHERS. WALLS: <br /> HANGERS P1 6x6 CBSQ CCQ/ECCQ A. WALL SHADE INDICATES EXTENT OF MIN LENGTH OF SHEARWALL AS INDICATED ON PLANS. — <br /> FACE P2 6x8 CBSQ CCO/ECCQ S49 SOLAR PANELS. WHERE SHADE EXTENDS THROUGH HEADER PROVIDE SHEARWALL SHEATHING AROUND <br /> O _ OPENING AND STRAPS ABOVE AND BELOW PER TYPICAL STRAPS AT OPENING DETAIL <br /> N MARK FRAMING MEMBER SPACING TOP FLANGE MOUNTED P3 5.25x5.25 PSL CBSQ CCO/ECCQ U <br /> M <br /> J1 2x10 16" LB210 LU28 P4 3.5x7.0 PSL CBSQ CCQ/ECCQ'ITB. WALLS OUTLINED W/DASHED LINES W/A HATCH ON FRAMING PLANS INDICATE HI ROOF <br /> J2 117/8"TJI 230 12" PER MFR PER MFR P5 5.25x7.0 PSL CBSQ CCO/ECCQ BEARING WALLS ABOVE.ALIGN GT OR BLKG BELOW HI ROOF BEARING WALLS.TRUSS MFR TO <br /> o J3 117/8"TJI 110 16" PER MFR PER MFR P6 46 CBSQ CCQ/ECCQ DESIGN TRUSSES FOR ADDL HI ROOF LOADS AS SPECIFIED. <br /> J4 117/8"TJI 230 24" PER MFR PER MFR RED INC ARCHITECTS <br /> 1217 J STREET,MODESTO,CA 95354 <br /> J5 117/8"TJI 230 12" PER MFR PER MFR C. SEE TYPICAL WOOD STUD WALL CONSTRUCTION DETAIL FOR BEARING WALL FRAMING 209.522.8900 <br /> J6 117/8"TJI 230 16" PER MFR PER MFR INCLUDING TRIMMER STUDS AND KING STUDS.ADD(1)2X STUDS PLY BELOW EA GT PLY LINO <br /> RJ1 2x8 16" PF26B LUS26 ON PLANS. <br /> SEAL: <br /> RJ2 LO 2x6 24" PF26B LUS26 <br /> } RJ3 6005200-43 16" PER DETAIL PER DETAIL D. ALL EXTERIOR WALLS NOT LABELED AS SHEAR WALLS SHALL BE CONSTRUCTED AS"A"TYPE <br /> -i SHEARWALLS, UNO. <br /> z RJ5 117/8"TJI 110 24" PER MFR PER MFR <br /> o RT1 24"DEEP ROOF TRUSS 24" PER MFR PER MFR OQ�OFESS/ON'�l <br /> E. PROVIDE(24) 16d NAILS AT ALL TOP PL SPLICES. SPLICE TOP PL PER"TYPICAL TOP PLATE �� �OSEPy <br /> SPLICE"DETAIL.AT LOCATION WHERE PL CANNOT BE SPLICED, USE 40"LONG CMSTC16lz <br /> w STRAP W/(50) 16d SINKERS,CENTERED ON SPLICE AND NAILED PER MFR. UJ ° S4634 = <br /> WOOD SHEARWALL SCHEDULE EXP: 12/31/20 <br /> In F. ATTACH STEEL COL TO WOOD STUD WALLS PER"TYPICAL NAILER AT STEEL COLUMN(PLAN 7 <br /> zSHEAR TYPE BY BUILDING LEVEL <br /> MARK TF OF CAO\ C3 <br /> VIEW)"DETAIL. �q- R CTv� <br /> 3 2 1 <br /> SW 1 A A A G. ALL DBL TOP PLATE PENETRATIONS SHALL BE PER"TYPICAL HOLE IN DOUBLE TOP PLATE" 04/17/2019 <br /> SW-2 C CC DD DETAIL. <br /> w <br /> SW-3 B BB DD <br /> a SW-5 A C D H. PROVIDE CONT BEARING OF ALL POSTS AND MULTIPLE STUDS TO FDN PER"TYPICAL SOLID <br /> In BLOCKING BETWEEN FLOORS"DETAIL. <br /> SW-6 B BB CC CONSULTANT: <br /> N SW-7 A C BB <br /> FRAMING: <br /> o SW-8 B D D A. 15/32"THICK TYP ROOF SHEATHING SHALL BE FASTENED W/10d NAILS AT 6"O.C.AT <br /> co <br /> SW-9 A B B SUPPORTED PANEL EDGES AND 12"O.C. IN FIELD INTO WOOD FRAMING BELOW. <br /> O <br /> z <br /> B. ALIGN A JOIST OR TRUSS W/T.O. SHEARWALL WHERE ROOF FRAMING RUNS PARALLEL W/ <br /> Lu <br /> 10 11 11.912 13 14 15 16 17 1818.1 19 20 WALL. <br /> In <br /> C. FASTEN ROOF JOISTS AND TRUSSES AT BEARING POINTS W/(2)H2.5A CLIP AT EVERY JOIST <br /> OR TRUSS. FASTEN GT AT BEARING POINTS W/ 2 H2.5A CLIPS, LINO. <br /> w <br /> ( ) ENGINEERING SYSTEM SOLUTIONS <br /> STRUCTURAL•MEP•BUILDING COMMISSIONING <br /> BUILDIND. "DS-CS16, ..."REFERS TO DIAPHRAGM DRAG STRAP PER"TYPICAL DIAPHRAGM DRAG STRAP" EXCEEDING <br /> RELATIONSHIPS <br /> EXCEEDING EXPECTATIONS <br /> DETAIL. <br /> www.es2eng.com <br /> 4943 NORTH 29TH EAST,STE A <br /> TRUSSES: IDAHO FALLS,IDAHO 83401 <br /> PHONE:(208)552-9874 <br /> A. TYP FRAMING MEMBERS ON PLAN ARE RT1 UNO.TRUSS SHALL BE DESIGNED AND <br /> FABRICATED PER THE WOOD TRUSS SECTION ON THE GSN. LAYOUT SHOWN IS A JOB NUMBER: 17.1019 <br /> CONCEPTUAL LAYOUT AND NOT THE ACTUAL DESIGN.TRUSS MFR IS RESPONSIBLE FOR THE THsEP�s IODS ''HALL NOT BEREPT REPRODUCED ANYFORMWHER`EN°NITRIN° <br /> s�SE-S,DOA'a,"ANDDEOTNSARPRO"EARHINANTPORFETYOF FORMERN <br /> CONBENI'.p..RIGHTS ARE RLSGRW¢CAPYRICHT241A GNOM[CRMO SVSTLM SOLLTIONS <br /> ACTUAL LAYOUT.TRUSS DESIGN TO BE COORDINATED W/AND APPROVED BY ENGINEER OF <br /> RECORD. <br /> B. TRUSSES SHALL BE DESIGNED FOR LOADS AS SPECIFIED ON THE GSN. <br /> (Ad - - - - - - - - - - - - - - <br /> C. "D="INDICATES DRAG TRUSS W/SPECIFIED ASD AXIAL LOAD(TENSION OR COMPRESSION) <br /> DUE TO WIND OR SEISMIC FORCES. DRAG TRUSS SHALL BE DESIGNED FOR DRAG IN THE O <br /> APPROPRIATE LOAD COMBINATION. FASTEN SHEATHING FULL LENGTH OF DRAG TRUSS W/(1) <br /> ROW OF SHEATHING BN. PROVIDE(2)ROWS OF FASTENERS AT ALL INTERIOR DRAG :)Rd <br /> TRUSSES.ALL DRAG TRUSSES SHALL BE DESIGNED M DIAG WEB MEMBERS THROUGHOUT <br /> TRUSS LENGTH. Q H mo s of 0 `�J [- 5 <br /> D. TRUSSES SHALL BE DESIGNED FOR A 500 LBS(ASD)MECH UNIT LOAD TO BE PLACED AT ANY [BY M A IRR (OTT <br /> LOCATION ALONG THE LENGTH OF THE TRUSS OR THE ACTUAL MECH RME LOADS MEMBER. <br /> E. WHERE FIRE SPRINKLERS ARE USED,THE TRUSSES SHALL BE DESIGNED FOR A <br /> CONCENTRATED LOAD NOT LESS THAN THE WEIGHT OF THE WATER-FILLED-PIPE PLUS AN <br /> ADDITION 250 LBS.THIS LOAD SHALL BE APPLIED TO ANY POINT ALONG THE LENGTH OF THE - <br /> TRUSS.ALL LOADS DUE TO FIRE SPRINKLER LOADS SHALL BE IN ACCORDANCE W/THE <br /> REQUIREMENTS OF NFPA. <br /> F. "UP/DN"INDICATES ULTIMATE VERT UP OR DOWN POINT LOAD RESULTING FROM WIND OR <br /> SEISMIC OVERTURNING.TRUSS MFR SHALL DESIGN TRUSS FOR APPROPRIATE COMBINATION Q <br /> AS SPECIFIED IN THE BUILDING CODE,AND PROVIDE VERT WEB MEMBERS IN TRUSS ALIGNED z <br /> BENEATH END STUDS OF SHEARWALL TO RECEIVE HOLDOWN STRAP FROM ABOVE. 0� <br /> o <br /> 14 6 G. "GT"INDICATES GIRDER TRUSS W/SPECIAL LOADING. PROVIDE(1)STUD FOR EA GIRDER PLY, Q <br /> S12.1 S11.2 - - - - - MIN(2)STUDS AT ALL GT BEARING LOCATIONS, UNG. U <br /> g 4 H. "R="INDICATES ASD REACTION LOAD ON TRUSSES. <br /> I. TRUSS MFR IS RESPONSIBLE FOR ALL TRUSS HANGER SPECS. <br /> J. TRUSS TOP CHORD MATERIAL SHALL HAVE A SPECIFIC GRAVITY EQ TO OR EXCEEDING 0.49. <br /> t it- S28 MISC: <br /> A. TYP DETAILS AND NOTES SHALL APPLY,THOUGH NOT NECESSARILY INDICATED AT A <br /> D <br /> - SPECIFIC LOCATION ON THE PLANS. <br /> B. CONTRACTOR TO VERIFY ALL DIMS AND CONDITIONS PRIOR TO CONSTRUCTION. RESOLVE <br /> E - - - - - - - - - - - - - - - ANY DISCREPENCIES W/ARCHITECTS. <br /> 12 C. ADDL MECH OPENINGS IN DECK OR WALLS NOT SHOWN SHALL BE COORDINATED W/THE ° <br /> S12.1 ENGINEER PRIOR TO PENETRATING STRUCTURE. <br /> SIM <br /> D. "RME"INDICATES ROOF MOUNTED EQUIPMENT.JOIST/TRUSS MFR SHALL DESIGN a <br /> _ JOISTS/TRUSSES FOR WT AS INDICATED ON PLANS WHICH INCLUDES MAX OPERATING WT <br /> 15 PLUS 100#CURB ALLOWANCE). PROVIDE FRAMING BELOW RME PER"TYPICAL OPENING AT <br /> 4, SUPPORT FOR RME"DETAIL AND AROUND ROOF OPENING PER TYP DETAIL. FRAMING NOT <br /> 1 SHOWN ON PLAN FOR CLARITY. <br /> ISI <br /> 13 E. ALL HANGERS, CLIPS,AND STRAP CONNECTORS ON THE PLANS AND SHOWN IN DETAIL ARE 0- <br /> S49 SIMPSON STRONGTIE PRODUCTS UNO. W <br /> 0 <br /> S12.1 <br /> 5 W8X15- z <br /> U S8.1 • <br /> a> <br /> 4 O_ <br /> U <br /> Q �F - - <br /> C) O o <br /> G - - - —15 Ov <br /> O <br /> C <br /> a> <br /> REVISIONS: <br /> O <br /> CD <br /> I <br /> 0 <br /> U <br /> CD <br /> 0 <br /> m- 4 OWNER REV. 04/03/19 <br /> p 7 F1 BLDG DEPT 10/12/18 <br /> 7 <br /> CD 4 S11.2 REV DESCRIPTION DATE <br /> CD (GO-- - <br /> I <br /> BA PROJECT# 161010 <br /> a H.1 <br /> PLN PROJECT# 17077 <br /> -� MARRIOTT# 4476 <br /> a� <br /> PERMIT# - <br /> APN# 058-66-012 <br /> U <br /> N <br /> Q <br /> 6 <br /> � 1 DATE: 11/13/2018 <br /> p DRAWN: JK <br /> Lu <br /> nel <br /> CHECKED: im <br /> I I I I I I I I I <br /> CD <br /> C <br /> o K <br /> SHEET TITLE: <br /> CP <br /> HIGH ROOF <br /> FRAMING <br /> U <br /> N <br /> U <br /> N <br /> U <br /> N <br /> L <br /> O <br /> O <br /> HIGH ROOF FRAMING PLAN <br /> SHEET NO.: <br /> c>3 <br /> S501 <br />