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43 <br />E 36"d ROOF TRUSS(24" OC MAX) TYP UNOSPACING BY SUPPLIER36"d ROOF TRUSS(24" OC MAX) TYP UNOSPACING BY SUPPLIER36"d ROOF TRUSS(24" OC MAX) TYP UNOSPACING BY SUPPLIERC.9 <br />9 <br />S301 <br />9 <br />S301 <br />8 <br />S301 <br />10 <br />2 <br />10 <br />2 <br />10 <br />2 <br />10 <br />2 <br />10 <br />2 <br />10 <br />2 <br />10210210210210210210 <br />2 <br />34' - 5"41' - 7"13' - 0"W16 X 5011 <br />S301 W16 X 508 <br />S301 <br />ALIGN JOIST UNDER <br />SCREEN WALL <br />10 <br />2 <br />ALIGN JOIST UNDER <br />SCREEN WALL <br />TOS = 111' -0"TOS = 111' -0"10 <br />S301 <br />AA <br />3.3 3.7 <br />4' - 8"4' - 8" <br />D1 <br />1 1/2" -22 GA <br />6 <br />S301 <br />7 <br />S301 <br />7 <br />S301 <br />6 <br />S301 <br />6 <br />S301 <br />6 <br />S301 <br />6 <br />S301 <br />7 <br />S301 <br />6 <br />S301 <br />7 <br />S301 <br />7 <br />S301 <br />6 <br />S301 <br />6 <br />S301 <br />13 <br />S301 <br />12 <br />S301 <br />24"d ROOF TRUSS <br />(24" OC MAX) TYP UNO <br />SPACING BY SUPPLIER <br />**TRUSS SUPPLIER TO PROVIDE A MECH CHASE FOR VACUMN TUBES** <br />**SEE ARCH FOR VACUMN TUBE LOCATIONS** <br />**TRUSS SUPPLIER TO VERIFY MECH CHASE W/ ARCH AND OWNER** <br />GC TO COORDINATE VACUMN <br />TUBE PENETRATIONS THRU WALL <br />CONFIRM NO OBSTRUCTIONS IN <br />WALL <br />VACUMN TUBES (SEE ARCH/ MECH) <br />SCREEN WALL <br />(BY OTHERS) <br />SCREEN WALL <br />(BY OTHERS) <br />9' - 0" <br />0 PSF <br />46 PSF <br />9' - 0" <br />0 PSF <br />46 PSF9' - 0"46 PSF <br />0 PSF <br />0 PSF <br />46 PSF <br />FRAMING PLAN SHEET NOTES <br /> A. General <br /> 1. See Cover Sheet for structural sheet index defining sheet <br /> name, sheet number and issue status. <br /> 2. See Cover Sheet for Structural Abbreviations, Typical Marks <br /> & Symbols and Plan Legends. <br /> 3. Review General Structural Notes and typical details in <br /> conjunction with applicable plans. See sheet index on <br /> Cover Sheet. <br /> 4. If present, coordinate the sizes and locations of tunnels, <br /> electrical cells, pits, pipes, floor drains, trenches and floor <br /> recesses with Architectural, Structural, Mechanical, Civil, <br /> and Electrical drawings. <br /> 5. Dimensions shown with +/- indicate dimensions that have <br /> been rounded to the nearest 1/16 of an inch. <br /> 6. STRUCTURE EXPOSED TO WEATHER: <br /> All structural steel and embed plates exposed to weather or <br /> located in parking areas shall be hot-dip galvanized unless <br /> noted otherwise. <br /> B. Steel Columns <br /> 1. "SC#" denotes steel column. See column schedule for <br /> size, base plate and anchor bolt information. <br /> 2. All steel columns shall be centered on grid intersections <br /> unless dimensioned otherwise on plan. <br /> 3. Steel columns, base plates, and anchor bolts below grade <br /> exposed to soil shall be coated with two heavy coats of <br /> bitumastic paint. <br /> C. Loose Lintels <br /> 1. Loose lintels are not shown on the structural drawings. See <br /> Architectural drawings to opening locations and sizes. <br /> 2. Provide loose brick support lintels over openings as follows: <br />a) 0'-0" to 4'-0" = L4 X 4 X 5/16 w/ 4" min bearing each end <br />b) 4'-1" to 6'-4" = L6 X 4 X 3/8 (LLV) w/ 6" min bearing each end <br />c) 6'-5" to 8'-8" = L8 X 4 X 7/16 (LLV) w/ 8" min bearing each end <br />d) 8'-9" to #'-#" = L# X # X #/# (LLV) w/ #" min bearing each end <br /> 3. Loose lintels to be placed with vertical leg tight against back <br /> of brick. <br /> 4. All loose lintels to be hot dipped galvanized. <br /> D. Steel Beams <br /> 1. Top of steel is noted on plan as: <br />a) Top of steel beam elevation (TOS =) <br />b) Joist bearing elevation (JBE =) <br />c) Deck bearing elevation (DBE =) <br /> Slope structure uniformly between v arying elevations. <br /> 2. Required beam end connection capacity, in kips (factored) <br /> is as shown on plan. If no reaction is given on plan, refer <br /> to typical beam reaction schedule. Also see General Structural <br /> Notes, typical details, and any applicable sections / details. <br /> 3. See typical details for steel beam to concrete wall <br /> connections and embed requirements. <br /> 4. See Steel Framing Legend for headed shear stud designation. <br /> (NC) indicates non-composite beam with no shear studs <br /> required. Beams without the ( ) designation shall receive one <br /> row of shear studs at 24" OC. <br /> E. Wood Framed Construction <br /> 1. See General Structural Notes for additional wood construction <br /> information. <br /> 2. See schedules for load bearing walls, shear walls, <br /> beam / header information, etc. <br /> 3. See wood roof loading plan for additional wood notes, <br /> abbreviations and symbol. <br /> <br /> 4. All bottom plates or other wood in contact with precast, <br /> concrete or masonry shall be preservative treated. <br /> 5. All framing exposed to weather shall be perservative <br /> treated or approved naturally durable materials. <br /> 6. Anchors, hangers and other fasteners in contact with <br /> pressure treated lumber shall be hot dipped galvanized, G185 <br /> treated or approved for use with preservative treated lumber <br /> by SEOR. <br /> 7. Provide a minimum of 2 studs (3" bearing length) at all <br /> beam, header and girder truss locations. Provide additional <br /> 2X or PSL members to support full member width unless <br /> noted otherwise. <br /> 8. Where post / stud packs occur, identical post / stud packs <br /> shall be constructed on all levels below to final supporting <br /> level. Solid blocking shall be placed in floor framing space <br /> between upper and lower post / stud packs. <br /> 9. In addition to SDWC truss screws into each ply of a roof girder <br /> truss, provide the appropriate Simpson LGT girder tiedown <br /> (e.g. - LGT2 for a 2-ply girder) at each end of girder trusses. <br /> 10. All wood beams connected to 4 x 4 posts or larger to use <br /> Simpson PC/EPC caps or equivalent unless noted otherwise. <br /> 11. Mechanical and electrical contractors to design their systems <br /> to accommodate 3/8" vertical shrinkage of the structure per <br /> floor, from lowest floor to roof. <br /> F. Floor & Roof Sheathing Diaphragms <br /> 1. See Architectural for top of sheathing elevations. <br /> 2. Floor Sheathing Requirements: <br /> Sheathing type - 3/4" tongue and groove APA rated plywood <br /> or OSB. <br /> Fastener type - 10d (0.148" diameter x 2 1/4" long min) nail. <br /> Spacing - Panel Edges = 6" OC <br /> Intermediate Support = 12" OC <br /> Roof Sheathing Requirements: <br /> Sheathing type - 5/8" APA rated plywood or OSB. <br /> Fastener type - 10d (0.148" diameter x 2 1/4" long min) nail. <br /> Spacing - Panel Edges = 6" OC <br /> Intermediate Support = 12" OC <br /> Roof Sheathing Requirements (occupied space): <br /> Sheathing type - 3/4" tongue and groove APA rated plywood <br /> or OSB. <br /> Fastener type - 10d (0.148" diameter x 2 1/4" long min) nail. <br /> Spacing - Panel Edges = 6" OC <br /> Intermediate Support = 12" OC <br /> <br /> All floor & occupied roof space sheathing to be glued in <br /> addition to nailing, see specifications. <br /> 4. Drive nails flush but not to fracture the sheathing surface. <br /> 5. Panel sheets shall be laid with the long sheet dimension <br /> perpendicular to the support. <br /> 6. Stagger sheathing joints by 24" minimum. <br /> 7. Minimum sheet length is 24". <br /> 8. Provide 1/8" between panel joints of sheathing. <br /> 9. Provide 1/2" wide construction joints in floor sheathing at <br /> 50'-0" to 80'-0" OC. <br /> 10. Contractor shall submit for approval the size and type of nail <br /> if different from above used for automatic nailing with the <br /> approved technical data for its use in nailing sheathing. <br /> G. Prefabricated Wood Trusses <br /> 1. See Architectural for truss bearing elevations. <br /> 2. Prefabricated wood trusses shall be designed to resist all <br /> loads indicated on plans, notes and details. Truss supplier <br /> to provide connections between truss components and as <br /> noted on the drawgings. Truss supplier shall <br /> submit calculations signed and stamped by a registered <br /> engineer in the state of the project for review and approval <br /> prior to fabrication. See General Structural Notes and <br /> specifications for other requirements. <br /> 3. Truss spacing by truss supplier. Spacing not to exceed 24" <br /> OC max. <br />1 / S005 <br />BEAM CONNECTION INFORMATION <br />1. ALL STEEL BEAM CONNECTIONS SHALL BE DESIGNED BY THE STEEL FABRICATOR FOR THE <br />CRITERIA IDENTIFIED IN THE DESIGN DRAWINGS, UNLESS FULLY DETAILED IN THE DRAWINGS. <br />2. BEAM TO BEAM CONNECTIONS MAY BE SINGLE OR DOUBLE SIDED CONNECTIONS DESIGNED <br />USING BEAM CONNECTION CRITERIA. FOR ADDL INFO SEE <br />3. BEAM TO WIDE FLANGE COLUMN CONNECTIONS SHALL BE DOUBLE SIDED CONNECTIONS <br />DESIGNED USING GIRDER CONNECTION CRITERIA. FOR ADDL INFO SEE <br />4. BEAM TO HSS COLUMN CONNECTIONS MAY BE SINGLE OR DOUBLE SIDED CONNECTIONS <br />DESIGNED USING GIRDER CONNECTION CRITERIA. FOR ADDL INFO SEE <br />5. BEAM TO EMBED PLATE CONNECTIONS SHALL BE DOUBLE SIDED CONNECTIONS DESIGNED <br />USING GIRDER CONNECTION CRITERIA. FOR ADDL INFO SEE <br />6. SKEWED BEAM TO WIDE FLANGE COLUMN CONNECTIONS SHALL BE END PLATE <br />CONNECTIONS DESIGNED USING GIRDER CONNECTION CRITERIA. <br />FOR ADDL INFO SEE <br />7. NECESSARY PROVISIONS SHALL BE MADE TO COMPLY WITH OSHA REQUIREMENTS. <br />8. THE ELEMENTS SHOWN IN TYPICAL CONNECTION DETAILS ARE A GRAPHIC REPRESENTATION <br />ONLY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION. <br />1 / S005 <br />1 / S005 <br />1 / S0050'2"4"8"0'4"8"16"0'1'2'4'0'8"16"32"0'16"32"64"0'2'4'8'0'4'8'16'0'8'16'32'DATE: <br />DRAWN BY: <br />JOB NO: <br />PM:1/16" = 1'-0"1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1 1/2" = 1'-0"3" = 1'-0"3/8" = 1'-0"21 43 65 <br />21 43 65 <br />E <br />A <br />B <br />C <br />D <br />E <br />A <br />B <br />C <br />D <br />I HEREBY CERTIFY THAT THIS <br />PLAN, SPECIFICATION, OR REPORT <br />WAS PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISION AND THAT <br />I AM A DULY LICENSED STRUCTURAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />REG. NO. <br />DATE ISSUED <br />SIGNATURE <br />PRINTED NAME <br />9/24/2021 8:16:34 AMBIM 360://21-068 RCU St. Paul/2021-211_S20_RCU_Rice_Street_thuttonEBX79.rvtST. PAUL OFFICEROYAL CREDIT UNION2640 RICE STREET, LITTLE CANADA, MN 5511309.24.2021 <br />S200 SET TYPE -PERMIT 09.24.21CAB <br />2021-211 <br />RTJ <br />FRAMING PLAN <br />Terrance D. Nuesse, PE <br />41626 <br />09.24.2021 <br />1/8" = 1'-0"S200 <br />1 FRAMING PLAN <br />NO SCALES200 <br />3 STEEL - BEAM CONNECTION NOTES MARKDATEDESCRIPTION