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2 X 6 PARAPET FRAMING <br />@ 16" OC (MAX) ATTACH <br />W/ 4" LONG SIMPSON SDWS <br />SCREWS @ 8" OC (MAX) <br />INTO RIMBOARD & 2 -INTO <br />EA TRUSS THUS: <br />ROOF SHEATHING <br />(SEE PLAN NOTES) <br />CONT RIM BOARD <br />(SEE SCHED) <br />2X FRAMING <br />(SEE PLAN / SCHED)SEE ARCH2' - 6" MAXROOF TRUSS W/ 6" <br />SIMPSON SDWC SCREW <br />(SEE PLAN) <br />4" <br />2 X 6 PARAPET FRAMING <br />@ 16" OC (MAX) ATTACH <br />W/ 2 -4" LONG SIMPSON <br />SDWS SCREWS @ 8" OC (MAX) <br />ROOF SHEATHING <br />(SEE PLAN NOTES) <br />2X FRAMING <br />(SEE PLAN / SCHED)SEE ARCH2' - 6" MAXROOF TRUSS <br />(SEE PLAN) <br />4" <br />ROOF SHEATHING <br />(SEE PLAN NOTES) <br />ROOF TRUSS <br />(SEE PLAN) <br />DBL ROOF TRUSS <br />UNDER SCREEN WALL <br />SCREEN WALL (BY OTHERS) <br />ROOF TRUSS (BY TRUSS SUPPLIER) <br />ROOF SHEATHING <br />(SEE PLAN NOTES) <br />SCREEN WALL (BY OTHERS) <br />2X FRAMING <br />(SEE PLAN)PROVIDE DBL 2X TOP PLATE <br />ROOF TRUSS <br />(BY TRUSS SUPPLIER) <br />TRUSS BRG <br />EL (SEE ARCH) <br />SIMPSON H3 CONNECTION <br />@ EACH ROOF TRUSS <br />(BY TRUSS SUPPLIER) <br />TRUSSES TYPICAL <br />SIMPSON DTC <br />@ EA TRUSS LOCATIONSEE DET ON SHEET S1.32 X 6 BLOCKING 24" OC W/ (2) 16d <br />EACH END <br />TRUSSES TYPICAL <br />SIMPSON DTC <br />@ 24" OC MAXSEE DET ON SHEET S1.3PLYWOOD SHEATHING <br />DBL 2 X 6 BLOCKING <br />SIMPSON U26-2 @ DBL 2 X 6 <br />EACH END <br />TRUSS (BY SUPPLIER) <br />PLYWOOD ROOF <br />DECK SHEATHING <br />(2) SIMPSON PSCL PANEL <br />SHEATHING CLIPS EQUALLY <br />SPACED BETWEEN EACH <br />TRUSS/SUPPORT <br />TYPICAL CONDITION @ ROOF <br />SHEATHING JOINT BETWEEN <br />JOIST OR TIMBER SUPPORTS <br />AA <br />2 1/2" EOD 3' - 3" <br />1/2" <br />TOS <br />EL = SEE PLAN <br />L4 X 4 X 1/4 CONT <br />CANOPY FRAMING <br />(SEE PLAN) <br />STL COLUMN <br />(SEE PLAN/ SCHED) <br />5/16" X 4" LLV X CONT BENT PLATEMTL ROOF DECK <br />(SEE PLAN/ SCHED) <br />TOS <br />EL = SEE PLAN <br />2 X FRAMING <br />(SEE PLAN/ SCHED) <br />3' - 5 1/2" <br />WOOD ROOF TRUSS <br />(BY TRUSS SUPPLIER) <br />TYP CONN @ <br />CANOPY <br />3 <br />PROVIDE 1/2" DIA BOLT <br />@ 24" OC MAX STAGGERED <br />(COUNTER SINK TOP OF BOLT) <br />2 X DBL TOP PLATESIMPSON H3 CONNECTION <br />@ EA ROOF TRUSS <br />(BY TRUSS SUPPLIER) <br />ROOF SHEATHING <br />(SEE PLAN NOTES) <br />TOS <br />EL = SEE PLAN <br />1/2" X 7 1/4" X 1' -2" CAP PLATE <br />W/ 4 -5/8" DIA BOLTS STL COLUMN <br />(SEE PLAN/ SCHED) <br />STL BEAM (SEE PLAN) <br />WOOD ROOF TRUSS <br />(BY TRUSS SUPPLIER) <br />12 <br />S301 <br />2 X CONT RIBBON LEDGER BOARD <br />W/ 4 -10d NAILS @ EA TRUSS <br />4' - 6" ARCH VERIFY <br />GRID <br />C.9 <br />SIMPSON H3 CONNECTION <br />@ EA ROOF TRUSS <br />(BY TRUSS SUPPLIER) <br />ROOF SHEATHING <br />(SEE PLAN NOTES) <br />STL BEAM (SEE PLAN) <br />WOOD ROOF TRUSS <br />(BY TRUSS SUPPLIER) <br />END TRUSS NOT <br />SHOWN FOR CLARITY <br />STL COLUMN <br />(SEE PLAN/ SCHED) <br />CAP PLATE <br />2 X DBL TOP PLATE <br />PROVIDE 1/2" DIA BOLT <br />@ 24" OC MAX STAGGERED <br />(COUNTER SINK TOP OF BOLT) <br />E <br />11 <br />S301 <br />SIMPSON H3 CONNECTION <br />@ EA ROOF TRUSS <br />(BY TRUSS SUPPLIER) <br />ROOF SHEATHING <br />(SEE PLAN NOTES) <br />STL BEAM (SEE PLAN)WOOD ROOF TRUSS <br />(BY TRUSS SUPPLIER) <br />STL COLUMN <br />(SEE PLAN/ SCHED) <br />1/2" X 7 1/4" X 1' -2" CAP PLATE <br />W/ 4 -5/8" DIA BOLTS <br />TOS <br />EL = SEE PLAN <br />PROVIDE 1/2" DIA BOLT <br />@ 24" OC MAX STAGGERED <br />(COUNTER SINK TOP OF BOLT) <br />2 X DBL TOP PLATE <br />2" <br />6' - 1 3/4" ARCH VERIFY0'2"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 8:16:36 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 />S301 SET TYPE -PERMIT 09.24.21CAB <br />2021-211 <br />RTJ <br />FRAMING SECTIONS/ <br />DETAILS <br />Terrance D. Nuesse, PE <br />41626 <br />09.24.2021 <br />3/4" = 1'-0"S301 <br />6 FRAMING DETAIL <br />3/4" = 1'-0"S301 <br />7 FRAMING DETAIL <br />3/4" = 1'-0"S301 <br />8 MECH SCREEN WALL PARALLEL TO JOIST <br />3/4" = 1'-0"S301 <br />9 MECH SCREEN WALL PERPENDICULAR TO JOIST <br />3/4" = 1'-0"S301 <br />1 FRAMING SECTION/DETAIL <br />3/4" = 1'-0"S301 <br />2 NON-LOAD BEARING WALL DETAIL <br />3/4" = 1'-0"S301 <br />3 NON-LOAD BEARING WALL DETAIL <br />1" = 1'-0"S301 <br />4 OPNG FRAMING DETAIL <br />1" = 1'-0"S301 <br />5 ROOF SHEATHING SIDELAP CONN DETAIL <br />3/4" = 1'-0"S301 <br />10 CANOPY FRAMING DETAIL <br />3/4" = 1'-0"S301 <br />11 FRAMING DETAIL <br />3/4" = 1'-0"S301 <br />13 FRAMING DETAIL <br />3/4" = 1'-0"S301 <br />12 FRAMING DETAIL MARKDATEDESCRIPTION