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2X6 BLOCKING @ PER PLAN MAX @ 2X6 STUDS SHEATHING JOINTS

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2X6 BLOCKING @ PER PLAN MAX @ 2X6 STUDS SHEATHING JOINTS 1 1/2" 1 1/2" H T X F D A I O M W M A % D I 0 U D 2"Ø MAX @ 2x4 6 T SHEATHING STUDS. 3 1/4"Ø S 2x6 BLOCKING @ PER PLAN MAX @ 2x6 STUDS SHEATHING JOINTS. FASTEN EACH END OF BLOCKING USING SIMPSON MSTI 26 STAGGER SPLICES 4'-6" MIN (3) 8d NAILS MINIMUM STRAP TIE w/ (26) DOUBLE 10d NAILS TOTAL @ TOP PLATE DOUBLE STUDS EA SPLICE (TYP) 40% MAX NOTCH 60% MAX STUD WIDTH 1 3/8" MAX @ 2x4 STUDS 2" MAX Ø @ 2x4 STUDS 2 1/8" MAX @ 2x6 STUDS 3 1/4" Ø @ 2x6 STUDS 5/8" MIN EDGE NOTE: AT WALLS DISTANCE TYP PLYWOOD ALL STUDS NOTCHES TO OCCUR AT TOP OR SHEATHING BOTTOM THIRD OF WALL STUD. 2x4 BLOCKING @ (TYP) SHEATHING JOINTS. FASTEN EACH END SHEATHING OF BLOCKING USING PER PLAN NON-BEARING STUDS (3) 8d NAILS MINIMUM 40% MAX STUD WIDTH 1 3/8"Ø MAX @ 2x4 STUDS WALL STUDS PER PLAN CENTER DBL STUD 2 1/4"Ø MAX @ 2x6 STUDS 25% MAX NOTCH @ EA SPLICE 7/8" MAX 2x4 STUDS 1 3/8" MAX @ 2x6 STUDS NOTE: NOTCH AND BORING NOT TO CORNERS INTERSECTIONS OCCUR IN SAME STUD SECTION. NOTE: ROOF TRUSS BEYOND PER PLAN ALL STUDS SHOWN ARE 2x. EXTERIOR AND BEARING STUDS AT ROOF 1 WOOD FRAMING DETAILS 2 STUD NOTCHING DETAILS 3 BLOCKING DETAILS 4 TOP PLATE SPLICE DETAIL S0.5 N.T.S. S0.5 N.T.S. S0.5 N.T.S. S0.5 N.T.S. (1) 2X6 w/ 16d NAILS T.O T. T.O . O. STU ST @ 8" O.C. STAGGERED STU D UD D (3) 2X6 COLUMN w/ 2 1/2" 2 30d NAILS 3" 3 1/2" 3 1/2" 3" 3" 3" 3" 3" 2x6 VERT. BLOCKING 24" O.C. W/ (2) 16d EA. END, EA SIDE 30d COMMON NAILS 30d COMMON NAILS 30d COMMON NOTE: R NAILS L C 9" 9" 9" ROOFING PROVIDE BLOCKING FOR " PER ARCH 1 10d 10d 10d FINISH MATERIALS AS NEEDED. NAILS NAILS NAILS ROOF TRUSSES, TYP. (TYP) (TYP) EA SIDE 1/2" 3 1/2" 3 1/2" 3 A35, TYP. 10.05.2020 SIMPSON HTC4 HEAVY 8" 8" 8" TRUSS CLIP (LLV) @ 24" SIMPSON DTC ROOF TRUSS O.C. U.N.O. w/ (6) 10d CLIP ON BOTH SIDES NAILS @ TOP PLATE & (3) 10d NAILS @ SLOTS. DO NOT DRIVE NAILS 8" 8" 8" 0.145" DIA. @ 32" O.C. POWDER PM A lEngineering FLUSH w/ CLIP @ ACTUATED FASTENER w/ (2) 7/8" 9" 9" 9" 6 7 1 7 S h a w n e e M i s s i o n P k w y 1 1/4" VERTICAL SLOTS WASHERS w/ MIN 1 1/2" EMBED 1" 1" Suite 100, O v e r l a n d P a r k, K S 66202 EDGE EDGE EDGE @ 32" O.C. P: (913) 8 3 1-1 2 6 2, F: (913) 8 3 1-0 1 4 8 R w w w . p m a e n g i n e e r i n g . c o m TRUSS PER PLAN L SILL PLATE P M A E n g i n e e r i n g , © 2 0 2 0 8" 8" 8" C " ( P R O J E C T # P 2 0 1 4 9 ) 4 / DOUBLE 2x TOP PLATE 1 18048.20003 1 8" 8" 8" 2x STUDS @ 16" O.C. U.N.O. RE: ARCH 3" 3" 3" B 3" .O. B B 3" 2 1/2" 2 . S O. .O. TUD ST ST UD UD 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" DOUBLE STUD TRIPLE STUD QUADRUPLE STUD (3) 2X6 COL (4) 2X6 COL (3) 2X4 COL 5 BUILT-UP STUD DETAILS 6 WALL SUPPORT PERPENDICULAR TO TRUSS 7 SUPPORT - PARALLEL TO TRUSS S0.5 N.T.S. S0.5 N.T.S. S0.5 N.T.S. TOP PLATE CONT 2x6 INFILL @ ROOF TRUSS TRUSS/STUD SPACING & CONTRACT DATE: 16" O.C. SIZE PER PLAN/DETAILS OVER HEADER SPLICE PROVIDE SIMPSON A33 @ T.O. PER TYP DETAILS BUILDING TYPE: END. MED40 HEADER TO JAMB EA SIDE. BLOCKING TRUSS TRUSS PER PLAN FASTEN PER MANUF SPECS (TYP) ATTACHMENT TO TOP PLATE PLAN VERSION: MARCH 2020 TO TRANSFER DIAPHRAGM VERT PANEL JOINTS RE: ARCH 2x8 VERT. LAPPED SHEAR PER TRUSS SUPPLIER MAY BE CONT TO SIDE OF SITE NUMBER: (TYP) SIMPSON H3 TIE HORIZ TRUSS @ EA STUD (3) 16d NAILS 2x BLOCKING @ PANEL STORE NUMBER: TOP PLATE PER JOINTS IF NO STUD @ JOINT (4) 10d NAILS INTO INFILL STUDS * HEADER BEAM OTHER 4/S0.5 TOP 2x6 BLOCKING TYP. B.O. HEADER TOENAIL TO HEADER STAGGER HORIZ PANEL AND BOTTOM CHORD ELEV VARIES PER ARCH w/ MIN (2) 16d JOINTS B.N. TACO BELL SEC STUDS PER PLAN TOENAIL 4-12d TRUSS BEARING NUTS PLYWOOD A-A JAMBS PER SCHEDULE 615 METROPOLITAN AVE EA FACE ELEV EA SIDE & MIN (1) IF LEAVENWORTH, KS 66045 NOT SPECIFIED BUILT-UP STUDS @ SHEAR (2) 10d NAILS INTO T.O. LEDGER SIMPSON LCE4 WALL ENDS CONNECT w/ 16d CROSSING WEB IN PAIRS TYP VARIES 4-8d TOENAIL CRIPPLES PER OPENING NAILS @ 16" O.C. PER MEMBER @ EA LINTEL (FIELD VERIFY) EACH END SCHEDULE EA SIDE MIN PER PLAN SCHEDULE & 5/S0.5 (1) IF NOT SPECIFIED 2' 0"- CONNECT FIELD FASTENER SPACING 16d @ 6" O.C. TYP. BUILT-UP STUDS HOLDOWN ANCHOR @ @ INTERMEDIATE FRAMING PER 5/S0.5 SHEAR WALLS ONLY MEMBERS PER SCHEDULE B.N. 3" FENDER (2) 2x6 W/ SIMPSON LUS26-2 T.O. SLAB ELEV 2x BLOCKING @ ALL PANEL WASHERS HANGER, EA. END @ 32" O.C. RE: ARCH EDGES, PER 3/S0.5 CONVENTIONAL 2X6 END OF WALL PER PLAN ALL-THREAD HANGING ROD 2X6 LEDGER FRAMING BELOW WINDOWS (REF. ARCH. OR EQUIPMENT ENDEAVOR 1.0 EXTERIOR 1/2" PLYWOOD SILL PLATE ATTACHMENT PER MANUFACTURED FOR aco Bell - Leavenworth, KS_v2019.rvt - Bell Leavenworth, aco SHEATHING SHEATHING w/ DOUBLE SILL AS OCCURS SCHEDULE & 3/S0.4 (TYP) RECOMMENDED DIAMETER) TYPICAL (2) ROWS OF 8d NAILS @ 6" O.C. SILL PLATE w/ ANCHOR BOLTS BOTTOM PLATE PER DETAILS PER PLAN & SHEAR WALL SCHEDULE OTHER DETAILS (2) ROWS OF16d NAILS @ 6" O.C. 2x HEADER w/ (2) EDGE FASTENER HOLDOWN PER SCHEDULE ROWS OF 16d SPACING @ PANEL ON S2.0 & 4/S0.4 (TYP) NAILS @ 12" O.C. * HEADER: PER SCHEDULE ON S2.0 EDGES PER SCHEDULE 1ST FLOOR ELEV (NOTE: DOOR SIMILAR, OMIT LOWER SHEAR WALL PER PLAN SECTION A WALL FRAMING). S0.5 8 WALL OPENING ELEVATION 9 SHEAR WALL ELEVATION 10 HANGIN BULKHD OR HOOD DETAIL 11 LEDGER DETAIL S0.5 N.T.S. S0.5 N.T.S. S0.5 N.T.S. S0.5 N.T.S. PLOT DATE: 10/5/2020 3:13:30 PM BIM 360://18048.20003_TacoBell_Leavenworth/P20149_T.
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