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a Lj°ww :a 0 W Q W �Fno: O U) 0 U0m�ov '� too `m`' mozoU) o O aoao y C EL Lu a z Z wCr�z o J W dzm0 �•fA m .2 pw¢ L zO < H¢ Z z o ui TRUSS DESIGN NOTE: ~O CY W (n + o TRUSS 0 END OF CROSS BRACE TO BE DESIGNED O w cn W z o v FOR ADO'L 70 PLF UP & DOWN TOP CHORD LL o z 2 w o m m UL DROP GABLE END TRUSS & LOOKOUT 0 U) m o'< 0 N M W RAFTERS FOR O.H. GREATER THAN 12"Ix w z m cm 0 SEE STRUCTURAL NOTES AN < + ¢ J cm M FOR 12" AND UNDER - SPACE OUTLOOKER d - NAILING SCHEDULE FOR � m o � � ¢ Crmo �+- N N ' BLOCKS AT 24" O.C. ¢ z m J CRIPPLE STUDS @ 16" O.C. BETWEEN SHEATHING DETAILS O' o _j - m a L6 00 00 HEADER & TOP PLATE WHEN APPLICABLE I (n � J 3 Ln o r- r- 5 �a o0 • W/ USP SPT22 AND USP SPT24 TOP AND I J j a z m + + rn ¢ v • BOTTOM EACH STUD ,� OUTLOOKER BLK. ¢ o 3 ¢ o 2X4 SPF BLOCKING @ I LSTA18 - STRAP9 I",,(2) 2X12 No.2 SYP HEADER w/7/16" OSB PANEL EDGES W/ (2) 16d BLKG. @ 1st TRUSSUSP MTW2 @ = z °D v SPACER UNLESS NOTED OTHERWISE ON PLAN NAILS EA. END TO TRUSS ;`. a Z BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT NAIL SHEATHING @ 4" 0. ' LOOKOUT RAFTERS 3 tO 0 C+ 2X6 BRACE AIL kS '• z z ,,� ¢ Co Co o STAGGERED w/ 8d ' IF APPLICABLE m z o p m N c14 • TO SIDE OR GABLE �, STRUCT. SHEATHING m o a oo � J O d o I , TRUSS,WEB$' w z c� w - 00 (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING ;° 7/16" MIN. THK. - z < LL z m ui ~ °Q ¢ 2x4 SPF CROSS BRACE I . , , N - - �+ J ti @ 48" O.C. - NAIL w/3 , ; NAIL w/8d COM. @ a m w 0 m o a �' o cn N ,n '° 3" O.C. EDGES & 6" w o n- J o ui z C E `r w 0 TRIMMER STUDS: 10d AT EACH END & AT cn c0 z a W N 0 (1) REQ. EACH SIDE OPENINGS UP TO 6' 0" WIDE CROSSING AT 45k ANGLE' �`� �° O.C. FIELD = D Z m o 0 o z w Z o N • ' (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE ' ; 10d @ 4" O.C. o z = C J m 3 m - m o `t' N HWJ� m�Jm_ CCm -J FRAMING AROUND OPENINGS SHALL BE ; i GABLE TRUSS m w? 3 0¢ a s Q 0 u op� v No.2 OR BETTER SYP i �, 'fRUSSE �, = � � -i N uj cn s 0 L) w 10d @ 8" O.C. STAGGERED �`� i° NAIL TOP OF "T" ~ 0 Cr0z v O a = m m PLYWOOD EACH MEMBER (TYP.) COl`CTIN bUS 2X4 SPF NOTCH BLnCK @ TO GABLE TRUSS Y ov M J 0 g = f- w o ¢ ❑❑ LL rn¢�tnc�z o ,° w/2-12d & (1) PAWING (4) TRUSS PLATE TOENAIL w/ ❑ SEE PLAN SEE PLAN FOR ADDITIONAL �' BAYS (8 FT) NAILED TO 316d �° USP LFTA6 W/ SEE PLA SECTIONS REQUIRED EACH TRUSS (16) 8d NAILS 2X4 SPF BLOCKING � zz4 BLOCKING @ 4" O.C. �`�`� ; ❑ • BETWEEN TRUSSE �'w/12d & 12d TO CHORD �° NAIL GABLE TRUSS to @ 48' O.C. MAX. 10 TO PLATE w/16d @ W • � 4" O.C. F- BLOCKING BETWEEN WEBS-- U TYP. AS REQ'D FOR ol ' (2) 10d TOENAILS OR (2) � 1/2" MIN. DW CEILING ''t 1/2 x 8 A.B. � PLYWOOD ATTACHMENT GIRDER TRUS 16d ENDNAILS EA. STUD NNAILED AILS @ 7'50 COOLER �� • @ 48" O.C. MIN. � 2x8 PT Z ; PLATE ' _LINTEL ❑ J mIll4 BAYS COURSE . N m ❑ , 2 x 4 LEDGER W/ (2) 16d NAILS AT EACH WEB _MASONRY i W M NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT WALL - m r32' SECTION AT ENTRY MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES 0 I J SCALE: In S_4GABLE END BRACING a F r2'6*TYP. FRAMING @ EXTERIOR DOOR OPENING 1 w/o VOLUME CEILING W Q w a 00 �-4SCALE: N.T.S. S`_4 SCALE: 3/4" = 1'-O" F Q Z 0 z 'L Z w=cnw0 _J C 0 - 2 > z22 F?it_n Q N W' W �I Q C7 O p 3 0 0 p 0 J TRUSS DESIGN NOTE: o Q w C TRUSS @ END OF CROSS BRACE TO BE DESIGNED_ Il z _ FOR ADD'L 70 PLF UP & DOWN TOP CHORD ~ - a a " CRIPPLE STUDS @ 16" O.C. BETWEEN DROP GABLE END TRUSS & LOOKOUT HEADER & TOP PLATE WHEN APPLICABLE SEE STRUCTURAL NOTES AND NAILING RAFTERS FOR O.H. GREATER THAN 12" W/ USP SPT22 AND USP SPT24 TOP AND SCHEDULE FOR SHEATHING DETAILS C T 4" D.C.o BOTTOM EACH STUD FOR 12" AND UNDER - SPACE OUTLOOKER cn BLOCKS AT 24" O.C. > • • (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER ' ' CV m o UNLESS NOTED OTHERWISE ON PLANS z � BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT ' CV O M a- UTLOOKER BLK. ►;� - ' LSTA18 STRAP �° USP MTW12 W/ Ti Ln 0 0 2X4 SPF BLOCKING @ ; BLKG. @ 1st TRUSS ' 14 - 10d X 1 1/2" @ o • (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING PANEL EDGES W/ (2) 16d �.LOOKOUT RAFTERS � mo g UNLESS NOTED OTHERWISE ON PLANS NAILS EA. END TO TRUSS i ;, IF APPLICABLE ' -NAIL SHEATHING @ 4 O.C. „ 2X6 BRACk NAI.L'ED � STAGGERED w/ 8d TO SIDE,OF gl(BLE STRUCT. SHEATHING N TRIMMER STUDS: TRUSS 1NE8'S 7/16" MIN. THK. - (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE NAIL w/8d COM. @ O w • . (2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE �° 3" O.C. EDGES & 6" O 0 i I O.C. FIELD J 7 W o I `` ,' , le I L U } U- Z 2x4 SPF CROSS BRACE ' 10d @ 4" O.C. Q z o FRAMING AROUND OPENINGS SHALL BE I N — `z z @ 48" O.C. - NAIL w/3- ' 10d @ 8" O.C. STAGGERED No.2 OR BETTER SYP 10d AT EACH END & AT ,��` i° = Q! M z > EACH MEMBER (TYP.) CROSSING AT 4�kANGLE , GABLE TRUSS Lo �R `• J O yj 0 0 • — USP MP34 EACH END, TYP. i V O 0 cj o ' TRUSSES, �° O Z o z — Cf- DBL. 2x4 SILLS FOR WINDOWS i NAIL TOP OF "T" • - ; :° TO GABLE TRUSS Q N = a • f. ' • CRIPPLE STUDS @ 16" O.C. COmfiN,000S 2X4 SPF ;, /2-12d & (1) • W/ USP SPT22 AND USP SPT24 i JSPANNING (4) TRUSS ; USP MTW12 w/ � � 0 m = Z EACH STUD �' BA)S (8 FT) NAILED TO �° 14-10d x 1 1/2" ~ f- w 2X4 SPF BLOCKING 2Ac4 BLOCKING @ 4" O.C. �° W O z BETWEEN TRUSSE .'w/12d & 2 12d TO CHORD NAIL TRUSS BOTTOM J } ¢ o 0 @ 48" O.C. MAX. CHORD TO 2X4 DEAD z O Z 3 v • .. I WOOD w/16d @ 4"0' Z V O a z o .`' uJ U Lnz= ¢ 1/2" MIN. ACEILING NAIL DEADWOOD TO USP LSTA30 w/ m o 10d TOENAILS OR NAILED w/5d COOLER TOP PLATE w/16d @ (22)-10d @48 O.C. • (2 ) (2 ) NAILS @ 7" O.C. 4" O.C. SHEET NO. m 16d ENDNAILS EA. STUD 0 O NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT 4 BAYS SA Lu MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES o FRAME WALL OF cn 2x4 @ 16" O.C. z N = 4sLE END 15RACING (TYPICAL) 2 5 0 27 TYP. FRAMING 9 WINDOW OPENING 3 w/o VOLUME CEILING w LAST PLOT DATE o N �-4SCALE: N.T.S. S_4 REV. 9/30/03 AS SCALE: 3/4" = 1'-O" March 11, 2005 O J DETAILS