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C MAXIMUM SHEAR THRU TRUSS BLOCKING: 200 PLF C 3 E.N. ROOF SHEATHING F 5 2'-0" F 2'-O" t 1 FINISH PLYWOOD, FINISH PLYWOOD, B.N. BOTTOM FACE EXPOSED B.N. BOTTOM FACE EXPOSED B.N. 2x6 BLOCKING 2x4 FLAT BLOCKING/ % ~�Ibd @ 8" OC DIAPHRAGM SHEATHING DIAPHRAGM SHEATHING - 2x4 BLOCKING + G CSIB STRAP ABOVE SHEATHING A34 CLIP WITH (9) Sd TO OUTRIGGER ROUP BLOCKIN G GTO WALL # 8d @ 4" OC ALONG EXTENT BLOCKING (IN BLOCKED REGION) r.@ 48 OC OF FLAT BLOCKING ----------- --------------------------------------- VENTED BLOCK PER ARCH A E GROUP NON-STRUCTURAL 2x4 BLOCKING VENTED BLOCK PER ARCH WITH (2) Sd TOE NAIL TO TRUSS EACH END � BLOCKING BY TRUSS MFGR CIVIL i FULL DEPTH BLOCKING BY TRUSS MFGR ALIGNED WITH INSIDE FACE OF WALL V ALIGNED WITH INSIDE FACE OF WALL (TO ALLOW VENTING AIR FLOW) A34 CLIP i (TO ALLOW VENTING AIR FLOW). STRUCTURAL 2x4 FLAT BLOCKING I TOENAIL TO TRU55 WITH IOd EACH SIDE, DTTI AT EACH TRUSS 2x6 OUTRIGGER 48 OG AT EACH AT SHEATHING JOINTS E'N' It BOTTOM (4 PLACES PER BLOCK) OUTLOOKER rl___�TOP ENGINEERING AT SHEATHING JOINTS 1 0 LAG SCREW 2x4 BLOCKING WITH 3" EMBED INTO 4x6 HEADER 2x6 EXPOSED BLOCK PER ARCH i WITH (2) Bd TOE NAIL TO TRUSS EACH END 2x6 OUTRIGGERS I 1355 OAK STREET TRU55 BRG SUITE 200 16'-10" AT SOUTH SIDE GRID C EUGENE, OR 97401 HI AT EACH OUTRIGGER, WITH TABS INWARD AS SHOWN 12'-6y2' AT NORTH SIDE GRID F (TO ALLOW TIGHT JOINT BETWEEN E.N. 1 541 341-1332 EXPOSED BLOCK # OUTRIGGER) O O O 1 O 11 _ _O _ _ LTP5 @ 24" OC 1 LTPS @ 24" OC 00 s0 t 00 . O CONTINUOUS DBL TOP PLATE CONTINUOUS DBL TOP PLATE i – --RAKE WALL DBL TOP PLATE I ® ® * " 11 0 HTP57Z ON IN51DE FACE OF WALL j WITH (3) 2.5" 5D5 SCREWS TO EACH PLATE i LSTA24 STRAP NON-STRUCTURAL 2x4 BLOCK PER ARCH �fAT SOUTH WALL ONLY PLACED OUTSIDE SHEATHING WITH (7) 10d EACH TO STUD AND TO TRU55 Nr a 3, s ENDNALL TOP PLATE SPLICE 4x6 HEADER = 2x6 STUD 24 OC ALIGNED WITH TRUSS Gj 1 UPPER ROOF RAKE WALL SAVE r2NN UPPER ROOF VALLEY 3 UPPER ROOF TRU55 AT SRG WALL 4 UPPER ROOF TRUSS AT WINDOW m r ,Mwr wc.,3: •3 SCALE : I" = 1'-0" 53.3 SCALE : 1 1/2" = I' -O" 53.3 SCALE I 1/2" = I' -O" 53.3 SCALE I 1/2" = 1'-011 �r 5 HL33PC (BLACK POWDER COAT) CLIP BOTH SIDES OF JOIST WITH Y2'm BOLT THRU JOIST It WITH Y2"tP x 3" LAG SCREW TO BEAM 16 GAGE BENT PLATE CONNECTOR SECTION PER DETAIL 8/53.1 EXCEPT WITHOUT HOLES AT TOP ROOF TO WALL PER DETAIL 2 (2) CSIB STRAPS ABOVE SHEATHING EACH WITH (( ) #10 SCREWS TO tx- BENT PLATE CONNECTOR -Z 4 WITH 8d @ 4" OC ALONG EXTENT O 5 OF FLAT BLOCKING O V U w O O O O = = m L V JOISTW PER FRAMING PLAN - _ o o k n% O =� C BEAM 0 0 0 O PER FRAMING PLAN CS18 STRAP BOTH SIDES OF RAFTER WIND COLUMN O > WITH (8) IOd x 1.5" NAILS EACH END 2x4 FLAT BLOCKING UNDER STRAP to nQn Lu 4x4 BLOCK ''^ (O� 1212HTPC (BLACK POWDER COAT) l WOOD COLUMN N BOTH SIDES PER FRAMING PLAN WITH 5/8"(P x 2Y2" LAG SCREWSGLULAM WIND COLUMN'__ TO BEAM AND COLUMN GLULAM BEAM PER FRAMING PLAN LL co w WIND COLUMN co ari 5 PORCH FRAMING CONNECTIONS 6 PORCH ROOF TO WIND COLUMN CONNECTION 7 WIND COLUMN TOP CONNECTION 53.3 SCALE : 1" = 1'-0" 53.3 . " 53.3 SCALE : I" = 1'-O" 5 SHEATHING CONTINUOUS BEHIND LEDGER FULL WIDTH 2x6 T*G DECK BOARD AT TOP WITH 16d TO LEDGER @ 16" OC 5 TAB PLATE " x 1j" x 1�" BEVELED ALONG BOTTOM EDGE FOR WELD JOINT FIT -UP C 2x T*G DECKING (UNDERSIDE EXPOSED) WITH 16d @ 24" OC TO LEDGER 2x6 STUD @ 24" OC 2x10 LEDGER i " I " 1 " I " FOR N#12RFLAT HEADSSCREWS AECT: E2035 EACH WITH (4) IOd TOE NAIL TO GLULAM BEAM WITH (2) 4" SDWS SCREW TO 'STUD 24" OC 3/16— @ 2j" OC STAGGERED (2 SCREWS TO EACH G 4x6 RAFTER (EXPOSED) WALL SHEATHING 3/16 2x6 >w T*G DECK BOARD) RAW l: SNS CONTINUOUS BEHIND LEDGER .. SECTION BETNEEN BRACKETS 123 I2il : 4/17/2017 FL77-7 fU " EV: 5/25/2017 7NOTCH DECK AROUND TAB , ---- co `JOIST m PER FRAMING PLAN N U46 HANGER c-- OHU46-5D53 HANGER (BLACK POWDER COAT) WITH SD#I0xV2 SCREWS TO LEDGER # JOIST�+ -P- c WITH SHIM AT SEAT MATCHING SLOPE OF RAFTER T u M =�+ N 2x6 LEDGER 2x6 LEDGER (EXPOSED) WITH (2) 4" SDWS SCREW TO EACH STUD I/8 N I" @ 4" WITH (2) 4" SDWS SCREWS TO EACH STUD #12 x i" FLAT HEAD SCREWS 1/5 I" @ 4" 2 �GLULAM HEADER PER FRAMING PLAN @ 2j" OC STAGGERED TO DECK BOARDS fiHOLES i/8 SHEET TITLE: 2j" SHEATHING CONTINUOUS BEHIND LEDGER EMBED J" (P x 5" LAG SCREWS TO STUD FOR J" P LAG SCREWS BENT 2 BENT PLATE I/4 x 6" I/8 `' � � :'�� FRAMING r DETAILS STUD WALL GUSSET PLATE 1/4" STEEL BRACKET PER DETAIL . (3) 2x6 STUD WITH CENTERS ALIGNED WITH LAG SCREWS SECTION AT BRACKET SEE ARCH FOR OVERALL DIMENSIONS OF BRACKET STEEL PLATE MATERIAL: A36 4 A• SHEET NUMBER: 5 q PORCH ROOF LEDGER 10 PORCH ROOF OVER INTERIOR SPACE 11 DOOR CANOPY CONNECTION TO WALL 12 DOOR CANOPY 5RACKET DETAIL 53.3 o SCALE 1-1/2" = 1'-0" 53.3 SCALE I" = 1'-0" 53.3 SCALE i I/2" i' -O" cJ3.3 SCALE 3" = i'-0" SEE ARCH FOR OVERALL DIMENSIONS OF BRACKET S3*