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2x6 @ 16" O.C. REF. 8/SD3 FOR EDGE NAILING INFO NOT SHOWN 2x SOLE PLATE SHEATHING SHALL BE CONTINUOUS BOUNDARY W/ 16d @ 8" O.C. CORNICE @ SHEAR WALL LOCATIONS B/T NAILING EDGE NAILING PLYWOOD REF. 10/SD4 BOUNDARY DECK & TOP PLATE 2x SOLID BLOCKING SHEATHING BOUNDARY NAILING / Architecture / Development TRUSS BLKG. NAILING BOUNDARY NAILING W SIMPSON LTP4 @ P EDGE NAILING W/ A35 T&B 24 O.C. TO BEAM PLYWOOD 2x4 BLOCKING @ SIMPSON PLYWOOD CS20 STRAP x15" LONG 2x6 BLOCKING W/ 10d NAILS PRE MANUFACTURED 14901 Quorum Drive SHEATHING 48" O.C. W/ LSTA24 @ SHEATHING @ EA. TRUSS (ONLY 1 @ 6" O.C. (STAGGERED) TRUSS CONTINUOUS Suite 300 SIMPSON MSTA49 48" O.C. 2x BLOCKING W/ @ DOUBLE TRUSSES) 8" STRAP PLYWOOD A34 EA. END W/ 6-8d NAILS INTO REF. PLAN TOP CHORD SHEATHING Dallas Texas 75254 SIMPSON A34 TRUSS AND 6-8d NAILS Ph: (972)239-8884 EDGE NAILING BOUNDARY Fax: (972)239-5054 EA. END INTO BLOCKING (WRAPS NAILING DOWN ON BLOCKING) SIMPSON H2.5A CLIP ISSUE RECORD 2x BLOCKING W/ EA. TRUSS EA. SIDE DATE DESCRIPTION o SIMPSON A34 EA. 3x6 BLOCKING Q z URBAN PROTOTYPE DESIGN o END, STAGGER EA. W/ A34 @ EA. BEAM SIMPSON A35 a SIDE OF TRUSS END TOP & BOT. REF. PLAN 10-22-2018 ISSUED FOR PERMIT BEAM 2x6 STUDS @16" O.C. LE PRE-MANUFACTURED REF. PLAN W/ SIMPSON A34 @ 4x12 BLOCKING W/ Y4"O TRUSS TOP & BOT. CHORD THRU BOLTS W/ WASHERS. 1 2x4 LAPPED W/ TRUSS VERT 2x6 CONT. BOLT @ EA. SIDE OF SINGLE LUS24 HANGER W/ 10d TRUSS W MEMBERS AND FASTENED WITH �I 2x BLOCKING W/ MANUFACTURED / p TRUSSES, 2 BOLTS @ EA. NAILS @SINGLE I 2- 10d NAILS 2 10d NAILS @ TRUSS SIDE OF DOUBLES OFFSET NOTCHED SEAT ON �I STOREFRONT REF. PLAN EDGE NAILING BOLTS MIN. 6 INCHES) DOUBLES W/S1 d NAILS TOP OF LEDGER 2x SOLID BLOCKING SIMPSON LUS (REF. ARCH.) 2x4 BLOCKING @ 2x4 DIAGONAL 48" O.C. W/ BRACE W/ 3-16d MANUFACTURED SIMPSON CS20 A35 CLIP EDGE 2x12 CONT. LEDGER. NAIL SIMPSON SIMPSON MSTA49 NAILS EA. END TRUSSES x4'-0" @ 32" O.C. T&B (TYP.) NAILING PLYWOOD SHEATHING TO BLOCKING STRONG-WALL BEHIND SHEATHING W/ 10d NAILS @ 6" O.C. TOP & BOT. REVISION RECORD SCALE: SCALE: SCALE: SCALE: SECTION ,4»= 1 16 SECTION ,4»= 1 12 SECTION ,4»= 1 8 SECTION ,4"= 1 4 2x SOLE PLATE W/ 16d @ 8" O.C. PLYWOOD 2x STUDS 2x6 BLOCKING SHEATHING @ 16" O.C. (FLAT) W/ A35 CLIP B.N. REF. SCHEDULE EACH END. PROVIDE 16d NAILS @ 8" O.C. 6x6 BLOCKING W/ PLYWOOD STRAP AT ; LS50 (STAGGERED) SHEATHING DOUBLE STUDS STRAP PER PLAN AT STUD PACKS. REF. PLAN PLYWOOD SHEATHING onald E.N. - ITberts Associates, Inc. Consulting Engineers REF. 11/SD5 FOR STRAPS @ DOUBLE 2948 N. Stemmons Freeway 2x PER PLAN 6x6 CONT. SOLID Dallas, Texas 75247-6103 BLKG. W/ 2-SIMPSON Fax: (214) 6373 99 6997 LS50 EA. ENDS www.rara.net (46 FLAT @ SIM.) PROFESSIONAL SEAL �OOVESS p Q MANUFACTURED U 9 TRUSS MANUFACTURED o.D41650 N TRUSS EXP.12/310 SCALE: SCALE: SCALE: SCALE: 9jf pf Jr SECTION 15 NOT USED 11 SECTION 7 NOT USED g CA��E %4 = 1 -0 N.T.S. %4 = 1 -0 N.T.S. p A23 CLIP 2x TOWER WALL @ 16" O.C. 2-10d @ 6" STUD @ 16" O.C. BEAM REF. PLAN SLOPE O.C. STAGGER 2x6 @ 16" O.C. 10d @ 6" O.C. REF. ARCH. TOWER WALL 3 -10d TOE 2x BLKG. 2x SILL PLATE W/ PLYWOOD NAILS (TYP.) 16d NAILS @ 8" O.C. SHEATHING 2x W/ 2-10d 16d @ E.N. SPACING PROTOTYPE VERSION TO SHAPED 2x4 @ OF DIAPHRAGM. URBAN DESIGN PLYWOOD 24" O.C. PLYWOOD EDGE NAILING 10d @ 6" O.C. 2x SHIM PROJECT NAME SHEATHING ROOF DECK 1Y" SHAPED B.C.._BEAM _ PLYWOOD @ EL.=REF. ARCH. I N-N-O UT 16" O.C. BURGER U 2x4 LEDGER B.N. NAILED W/ co CD MANUFACTURED 2-16d TO STUD E N Y" PLYWOOD JOIST/TRUSS C� A o TRUSS 2x6 STUDS @ 16" O.C. SHEAPLYW°TH°ING SHEATHING REF. PLAN LATH RO P FINISH REF. ARCH. ' SIMPSON LUS @ SIM. DBL. 2x TOP PLATE CALIFORNIA 4U Q M BEAM REF. PLAN U_ 2 PLY OR 3 PLY MANUFACTURED TRUSS 16514 GOLDEN VALLEY PKWY REF. PLAN LATHROP, CA 95330 0 SCALE: SCALE: SCALE: SCALE: SECTION ,4»- 1 14 SECTION ,4„- 1,_p„ 10 SECTION ,4»- 1 6 NOT USED N.T.S. 2 Mf A/C EQUIPMENT N /WATER HEATER 2x OR 3x BLKG. IN JOIST OR TRUSS (ANCHOR TO "Z” CLIPS, TYP. BN @ 24" O.C. NoNmOUT REF. 5 & 6/S7.0 PLATFORM AS PER (REFERENCE S3.0) FOR SEISMIC MANUFACTURERS 2x SOLID TRUSS SIMPSON MSTA24 \BURGER 4 RESTRAINT STANDARDS) BLOCKING TYP. (CENTERED) -- — -- o REQUIREMENTS gN BOUNDARY & CONT. _ _ 16GA. x4" LONG BENT PANEL EDGES — — GOD BLESS AMERICA PL. W/ (3)-#10 NAILS --- �, TO A/C AND (3) Ya"O 10d COMMON NAILS -- x3" LONG LAG SCREW EN OTHER EDGE NAILING OR 0.148"� GALV. — — _ CD %$" PLYWOOD TO WOOD CURB SCREW SHANK NAILS _ IN DECK .0• 0. w o w �N co INTERMEDIATE NAILING p — _— — PROJECT NUMBER Y - 180641.001 o � U 2 M —— —— E Q Z U z o w SHEET TITLE < Yw EN U U 00 Q o = ,. ,. NOTES: SECTIONS N co DETAILS 2x ALL SIDES OF 1. ALL PLYWOOD SHALL BE STRUCTURAL 1 APA RATED SHEATHING, 5 PLIES, EXPOSURE 1 EXTERIOR GLUE, 0 PLATFORM (SHAPED PLYWOOD SHALL CONFORM TO PDS-12. AS REQUIRED) 2. LAY PLYWOOD SHEETS WITH LONG DIMENSIONS PERPENDICULAR TO JOISTS/TRUSSES. REFERENCE SCHEDULE ON co MANUFACTURED TRUSSES S3.0 FOR BLOCKING REQUIREMENTS. m 2x BLOCKING 2x SOLID 3. INSPECTION REQUIRED OF THE ROOF SYSTEM LAYOUT AND NAILING PRIOR TO PLACING ANY MATERIAL ON THE Z 2x SHAPED TO MAINTAIN @ 24" BLOCKING ROOF SHEATHING (INCLUDING CRICKETS) OR SUSPENDING ANY LOADS FROM THE ROOF PER THE SPECIAL co LEVEL PLATFORM @ 12" O.C. INSPECTIONS. SHEET NUMBER PERPENDICULAR TO TRUSSES BLOCKING LID A35 TRUSS TO 4. SEE ARCHITCTURAL ROOF PLAN TO ESTABLISH TOP OF SHEATHING ELEVATIONS, WALL HEIGHTS, ROOF DRAINAGE, w COLUMN HEIGHTS, ETC. 0 irfSD4 co SECTION SCALE:- 13 SECTION 3 CALF:- 9 NOT USED SCALE: 5 ROOF DIAPHRAGM NOTES SCALE: 1 w Y4 = 1 0 4 - 1 0 N.T.S. N.T.S. 0 irf _Ta X