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8d AT 6"O.C.
<br /> GABLE END TRUSS DESIGNED FOR 2X4 W/(2)0.131" X 3"NAILS
<br /> 150 PLF DRAG LOAD APPLIED AT
<br /> TOP CHORD AND TRANSFERRED TO EACH TRUSS TYP. O
<br /> 8d @ 6" O.C. TO BOTTOM CHORD ` .- a.
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<br /> ' VENTED BLOCKING .f 11111
<br /> RE: 19/S9.1 ,i _
<br /> Olaf (3) 8d TO BLOCK-TYP. I I °'
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<br /> \`�,�`, TRUSSES PER PLAN
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<br /> TRUSS PER PLAN il
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<br /> BEAM PER PLAN F.s� /� � �
<br /> RAFTER PER PLAN { .____ -- ______ .:_ m
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<br /> W/LSSU HANGERZ. , Z W . '�
<br /> __ __.__,�__. �-.-�_--.--- - ',,,,Mal DIAG. BRACE @ 8 O.C. W/(6) � � `-'
<br /> 0.131" X 3"TO BLOCK (I� U
<br /> DRAG TRUSS-DESIGN FOR 150 \ `J
<br /> PLF DRAG LOAD APPLIED AT I: 0.131"X3' TOENAIL @ 6" O.C. -+- . ,ri
<br /> I TOP CHORD AND TRANSFERRED
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER
<br /> SHEARWALL SCHED. TYP. W +'
<br /> U) -, c,
<br /> 1 2 3 -RUSS AND RA=TER -0 BTAv 4 �- 5 f�::;I:t,,,,:::
<br /> 5 TRUSS �-TAIL AT ST-P wom
<br /> 2x8 FLAT VALLEY ATTACH ROOF SHEATHING/DIAPHRAGM SEE 16 59.1 , NOTE: FIRE AND SOUND RATING `t,,orA �/1:
<br /> OVERFRAMING / 8d AT 6"O.C, ,f r ::;:i11:;:/� „ INFORMATION PER ARCH. 2X4 W 2 0,131' X 3"NAILS
<br /> TO TRUSSES W/(3) 10d PER 7/S9.1 8d @ 6 OC �- - /(} .
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<br /> PRE-FABRICATED ROOF ! Y�x.Sx xr �,�. ri'GT (3) 8d TO BLOCK TYP. TO EACH TRUSS TYP.e TRUSS @ 24"OC(TYP.) .- ' i- T< '. - - --
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<br /> ITiffraill-k -IIE 4 it �� II' RE: 10/S9.1 FOR FRAMING ANGLE2x8 RIDGE BEAMATTACHMENT BETWEEN (2) 2X BRACES F� ifit . ��~-„�. (ATTACH TO 2x8 VALLEY , @ SHEARWALLS TYP. t4s '� ,,,,,,� MEMBERS W/(4) 8d TN) AND FOR BALANCE v., ,:-.
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<br /> �_ `SI I � RE: PLAN x •, ���w,,,;(VI.
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<br /> 1 W/(12)8dX1 1/2"NAILS _ :::.
<br /> ���. _ �' (,131"DIA.X1 1/2")@ 48"OC I -1�� k �� /� ��' o�.:. sI �. _ -- __ orf U.N.O. PER PLAN / _ �� `� � - �'� _„ ¢
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<br /> PROVIDE BLOCKED (Aill'
<br /> taiIJ�l n
<br /> 2 x4' QPNG FOR TRUSS ! I 410
<br /> ATTIC VENTILATION. HANGER EXT. SHEARWALL J iip SHEARWALL TRUSSES PER PLAN 4j; DIAG. BRACE @ 8 O.C. W/(6)
<br /> I I I� RE. PLAN0.131 X 3"TO BLOCK p
<br /> \ 7A\NNNI
<br /> PER PLAN PER PLAN + ELAf
<br /> PREFABRICATION ROOF __ `? 0131 X3TOENAIL@6 OCLIED AT TOP CHORD AND
<br /> \ \ 2x RAFTER @ 24-"OC W/(3)8d TN @ NOTE: GT HAS BEEN DESIGNED TO TRANSFER TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILING PER
<br /> \ L-- EA,END{USE 2x4 IF SPAN <6'-0" REQUIRED LATERAL LOAD. _ SHEARWALL SCHED. TYP. o
<br /> GIRDER TRUSS USE 2x6 IF SPAN >6'-0". SCALE: 3/4"=1'-0" 0 z
<br /> TY ICAL ARA-LEL DAG ROSS-S TY ICA ARAE__ o
<br /> 6 7 I OV-R=RAV \G 8 TRUSS -0 GT CO\NCTION 9 AT DARTY WA LS BETW -N BRACI\G 10 TRUSSES A 'DARTY WALES 7
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<br /> 8d @ 6"O.C. !! TRUSS TO WALL CONNECTION NOTE: FIRE AND SOUND RATING Q OL
<br /> GIRDER/DRAG TRUSS ,f©R INFORMATION PER ARCH. ; o
<br /> OVER-FRAMING/
<br /> PER PLAN W/CONT. \\ 010 #OF TRUSS GABLE TRUSS RE: MFR DESIGN
<br /> NOTE: SEE 13 THIS �;,,i►►\� PLIES CONNECTOR TO TRUSS TO TOP PLATES m v
<br /> ,\\44
<br /> DOUBLE TOP CHORD �j B.N.
<br /> LOAD APPLIED
<br /> SHEET WHEN PLATE �>ti1r _ SHEAR TRUSS DESIGNANDTRANSFERRED
<br /> R 1
<br /> �/ HEIGHT CHANGES %� o o �.�3ti11}; 1 H1 (6) 0.131" X 1.5" (4) 0.131 X 2.5" AT TOP CHORDA
<br /> TO BOTTOM CHORD
<br /> En
<br /> h��� ,N dlii BY OTHERS 150 PLF w w
<br /> }►1(�tl�A "" I� LOAD PARALLEL TO = 1 H2.5A (5) 0.131" X 2.5" (5) 0.131' X 2.5" w
<br /> Ii TOP CHORD Cu 1 SDWC15600
<br /> ROOF GIRDER TRUSS 2 H10-2 (9) 0.148" X 1.5" (9} 0.148" X 1.5" "
<br /> SHEAR TRUSS DESIGN PER PLAN FI--- 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. I
<br /> J
<br /> 5? 2 (2) SDWC15600 - - 11 �' PROVIDE 2x8 BOTTOM
<br /> BY OTHERS 150 PLF w ADD FLAT BLOCKING - _ _ €,
<br /> `� w CHORD AT GABLE TRUSSES
<br /> ��' �, LOAD PARALLEL TO = �` BETWEEN WALL STUDS O I' '1
<br /> w 3 3 SDWC15600
<br /> �.� � TOP CHORD cn '� PROVIDE 2x6 ,:, y, OVER PARTY WALLS
<br /> ` ` ., _ �, ROOF FRAMING PER PLAN BLOCKING BETWEEN ,
<br /> `,,� ROOF GIRDER TRUSS = `� a---7-7-7
<br /> 1, i 8d AT 6"O.C. VERTICALS AT GABLE
<br /> MI PER PLAN F- a. ♦ 7 7% ;�-.7. '--� ;=,_ - TRUSSES WITH 2X4 , b
<br /> ���. " Cu ". F` '__ j i f ,A 2X VENTED BLK G. y
<br /> BOTTOM CHORD
<br /> I i, ,,---If 11 OVERFRAMING RE: �•�
<br /> I''� /.f f 0.131 X 3 TOENAIL
<br /> f` ORNCSSIYSHOTN� �,; � ` ;F �I ''�.� ��_�� �''�,. AT 6OC. � �� Ia ` "' I a�i
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<br /> STRAP TYPE AT SIM. I •i, r ///'7711/H17
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<br /> �/` / 2x8 LEDGER W/0.25 x 4.5"SDS
<br /> ROOF TRUSS PER PLAN : •
<br /> I / �{ / I' I y ' \ TRUSSES PER PLAN N
<br /> TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT f! �� f` STRAP TYPE DRAG STRUT , / f 1 `/'y� SCREWS @ 12"O.C. STAGGERED
<br /> HANGER U.N.O. PER PLANjU.N.O. PER PLAN t2x8DGERW/0.25' x 4.5SDS '(0 /J/ ORJJ/L1. f/ /////11 H2.5A & SDWC15600 STYLE CCORMMPONA GIRDER TRUSS SCREWS @ 12"O.C. STAGGERED `5i jA35©4 'IGABLETTNSSTR24"OC. � p
<br /> BEARING AND SDWC15600 TO EACH SDWC15600 TO EACH 0.131"93" TOENAIL @ 6"O.C. OR TOP PLATES
<br /> TRUSS TO WALL CONNECTION TO EACH TRUSS H1 STYLE BEARING/SHEAR WALL PER A35 @ 48° O.C. GABLE TRUSS TO SHEATHING AND NAILING PER ^u
<br /> WALL BEYOND � � SHEAR WALL TRUSS PLY SHEARWALL PER PLAN TRUSS PLY PLY PER TABLE ABOVE PLAN AND SCHEDULE TOP PLATES SHEARWALL SCHED. TYP. E
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<br /> SCALE: 3/4" = 1'-0" - SHEARWALL PER PLAN SCALE: 3/4"= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4"= 1'-0" -
<br /> Y CA_ o
<br /> 11 DRAG TRUSS -0 WA_L 12 DRAG S-RU- TO GIRD-R TRUSS 13 DRAG TRUSS TO WALL 1 L TYi. RA S-D - L TRUSS TO WA_L CO\\-CT 0\ 15 TRUSS'S AT 3ARTYWALL (3=-R9-7\JCULAR) 2
<br /> 8d @ 6"O.C. TRUSS TO WALL CONNECTION
<br /> ROOF TRUSSES 0
<br /> ROOF FRAMING #OF TRUSS PER PLAN
<br /> PER PLAN PLIES CONNECTOR TO TRUSS TO TOP PLATES cc '
<br /> 1 H1 (6) 0.131" X 1.5" (4) 0.131" X 2.5" ;1 -+-)
<br /> . A A 8d @ 6" 1 H2.5A „ „ „
<br /> (5) 0.131 X 2.5 (5) 0.131 X 2.5" pi....i ••••4
<br /> ' TRUSS BLOCKING ROOF TRUSSES 1 SDWC15600 - - STD ROOF TRUSS CLIPS
<br /> LAVE PER PANEL PER PLAN 2 H10-2 (9) 0,148" X 1.5" (9) 0.148" X 1.5" AT 48 Q.C. W/NAIL IN (2)12d `�
<br /> 2X4 BLOCKING ARCH, SLOTTED HOLE TO ALLOW EA, END
<br /> 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. VERTICAL TRUSS MOVEMENT O
<br /> EA. BRACE - 2X4 EDGEWISE _ fi _ W/(2)B 6d OENAIL 2 (2) SDWC15600 - - O
<br /> (6)12d @ 24"O.C. IA", " ,r ,f `f 1, `1"" r" `1 ""I" ^ EA. END �- 3 (3) SDWC15600 - - O
<br /> 2X4 @ 48" r-1
<br /> GABLE END ,, P4 bIJ
<br /> PROVIDE(2) 2X4 TRUSS ADD A35 @ 48"O.C.
<br /> DIAGONAL BRACE A35 FOR H2.5A AND SDWC ROOF FRAMING PER PLAN \ I
<br /> AT 4'O.C. """ 8d AT 6 O.C. • DS DRYWALL STOP
<br /> 7,4
<br /> ' �PER FLAT 2X 12d @ 6"O.C. \ STYLE CONNECTIONS �,j���i„.„„
<br /> AT 16 0.C. TO WALL BRACE NOTES ^ �•..\ 2X VENTED BLKG. TOP PLATE BELOW: - if/ ` 1 - F-��
<br /> 4
<br /> Maill
<br /> 1 1� i ►epii I - ). x ► --�
<br /> IPIH
<br /> FLAT 2X BRACE 12d @ 6"O.C. T.N. ,N 11
<br /> NOTE: DIAGONAL BRACE REQUIRED i24" SEE SHEAR WALL ! ;, HOLD CEILING FASTENERS ' [�]
<br /> Q PANEL EDGE A35 @ OR A35 FRAM G SCHEDULE 16" +/- CI BACK FROM WALL TO ALLOW I' 1 H ^ w
<br /> WHEN CROSSWALLS ARE GREATER THAN NAILING ANCHOR @ 2'-0 H2.5A & SDWC15600 STYLE COMMON/GIRDER TRUSS / I TRUSS CHORD MOVEMENT �1
<br /> 8'APART FORA 2X4 FLAT BRACE O.C. W/(8)8d ;
<br /> 10'APART FOR A 2X6 FLAT BRACE -L--\/
<br /> SEE SHEAR WALL SHEAR WALL PER PLAN ii,j_ �j i{
<br /> NAILSNONBEARING WALL 1i 11
<br /> 12'APART FOR A 2X8 FLAT BRACE SCHEDULE --,t-- ----1- - - TRUSS TO WALL CONNECTION TO EACH TRUSS Hi STYLE BEARING/SHEAR WALL PER
<br /> PERPENDICULARPLY PER TABLE ABOVE PLAN AND SCHEDULE WALL PERPENDICULAR WALL PARALLEL
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4" = 1'-0"
<br /> 16 TRUSS BRACING A- -\1D WALLS 17 S--AR WALL TO TRUSS 18 TY3 S--ARWALL -0 -RUSS 19 TY3 CAL TRUSS TO WALL CONN-CT ON 20 N 0\BEAD I\G WALL SUP3ORS9. 1
<br /> -
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