8'11" 15'8"8 42' 10'7" 8'3"8 **PAINTED ENDS TO THIS SIDE** 4' 6' 4' 17' 4' 5' 4' 8' 8'9" 4'7" 6' 6' 8'4" 9'4" 28'4" 3'8" 4'28' 4'34'
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- Virgil Douglas
- 7 years ago
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Transcription
1 **PAINTED ENDS TO THIS SIDE** 4' 6' 4' 17' 4' 5' 4' 8' 4' 2' STANDALE LUMBER J&J CONCEPTS VANDERMOLEN FIRST FLOOR (ONLY) 20" (1-8") DEEP 19.2" O.C. REVISED 1/16/13 F6B F5B F4 F3 F2 4' 4' K17 F18 F17 F16 F15 F14 F13 F12 F11 F10 K2 8'11" F9 F8B F1 K1 4'28' 42' 8'9" 4'7" 6' 10'7" K3 2' 31'2" 3 1/2"x 9 1/2" HIDDEN BY LT&W K18 FIRE- PLACE 7'8" 3'8" 15'8"8 8'3"8 6' 8'4" 4" 28'4" F8R F5R 4' ALL TRUSSES STUBBED BACK FROM FRAMING DIMENSION EXTERIOR BEARINGS 2x4 NOTCHES TYPICAL ISLAND 20'10" NOTE: LAYOUT FROM HERE <<<< 19.2" O.C. 4'34' Lot: VANDERMOLEN FLR J AND Layout: DCS Designer: Fill in later Contractor: J & J Customer: STANDALE LBR GRANDVILLE Address: JOB NO: ' PAGE NO: 1 OF 1
2 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F4 37'10"8 20"DP Flr Tr THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT :T1 4x2 SP 2400f-2.0E: Bot chord 4x2 SPF 2100f-1.8E :B1 4x2 SPF #1/#2: Webs 4x2 SP_#2 12A :W1, W2 4x2 SPF(S) Stud: :W6, W20, W22 4x2 SPF Stud: Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.13 to 80 plf at TC- From 128 plf at to 128 plf at TC- From 80 plf at to 80 plf at BC- From 8 plf at 0.00 to 8 plf at (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Max JT VERT DEFL: LL: 0.33" DL: 0.30" recommended camber 3/8" BC '9" 6'3" 13'6"2 16 5'9" 2' T1 (**) W2 W1 W6 W2 W2 5'3" 5X5 W2 W2 14 (R) 3X5 W2 W20 W22 W22 5X5 W=H0308 4X8 B ' 24'10"8 W2 W2 10'4"8 W2 W1-37'10"8 R=467/-91# W=4"12 R=2181# W=3"8 R=1004# W=4"12 DESC. = F4 37'10"8 20"DP Flr Truss QTY= 3 TOTAL= 3 SEQ = SCALE =
3 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F3 36'10"12 20"DP Flr T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT :T1 4x2 SPF 2100f-1.8E: Bot chord 4x2 SPF 2100f-1.8E :B1 4x2 SPF #1/#2: Webs 4x2 SP_#2 12A :W1, 4x2 SPF(S) Stud: :W7, W21, W23 4x2 SPF Stud: Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.25 to 80 plf at TC- From 128 plf at to 128 plf at TC- From 80 plf at to 80 plf at BC- From 8 plf at 0.00 to 8 plf at (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Max JT VERT DEFL: LL: 0.33" DL: 0.31" recommended camber 3/8" BC '9"4 6'3" 13'6"2 16 4'9"4 W1 W1 T1 2' 5'3" 14 (**) (R) 5X5 W7 W21 W23 W23 (R) 12'0"4 B1 5X5 4X8 3. W=H '10"8 10'4"8 W1-3" 36'10"12 R=403/-120# W=6"11 R=2157# W=3"8 R=1005# W=4"12 DESC. = F3 36'10"12 20"DP Flr Truss SEQ = SCALE =
4 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F2 35'3"9 20"DP Flr Tru THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT :T1 4x2 SPF 2100f-1.8E: Bot chord 4x2 SPF 2100f-1.8E :B1 4x2 SPF #1/#2: Webs 4x2 SP_#2 12A :W1, 4x2 SPF(S) Stud: :W5, W19, W21 4x2 SPF Stud: Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.25 to 80 plf at TC- From 128 plf at to 128 plf at TC- From 80 plf at to 80 plf at BC- From 8 plf at 0.00 to 8 plf at (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Max JT VERT DEFL: LL: 0.34" DL: 0.32" recommended camber 3/8" BC '2"1 6'3" 13'6"2 16 T1 3'2"1 2' 5'3" 14 10'4"8 (**) (R) 5X5 W1 W1 W5 W19 W21 W21 W1 (R) 10'5"1 B1 4X8 5X5 3. W=H '10"8-3" 35'3"9 R=307/-152# W=6"11 R=2111# W=3"8 R=1013# W=4"12 DESC. = F2 35'3"9 20"DP Flr Truss SEQ = SCALE =
5 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F1 33'10"8 20"DP Flr Tr THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT :T1 4x2 SPF 2100f-1.8E: Bot chord 4x2 SPF 2100f-1.8E :B1 4x2 SPF #1/#2: Webs 4x2 SP_#2 12A :W1, W2 4x2 SPF(S) Stud: :W18, W20 4x2 SPF Stud: Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.13 to 80 plf at TC- From 128 plf at to 128 plf at TC- From 80 plf at to 80 plf at BC- From 8 plf at 0.00 to 8 plf at Negative reaction(s) of -184# MAX. (See below) from a non-wind load case requires uplift connection. Max JT VERT DEFL: LL: 0.34" DL: 0.33" recommended camber 3/8" BC '9" 6'3" 13'6"2 16 T1 2' 5'3" 14 10'4"8 3X5 5X5 W2 W1 W2 W2 W2 W2 W2 W2 W2 W2 W18 W20 W20 W2 W1 1'9" 3. W=H0308 B1 4X8 5X5 24'10"8-33'10"8 R=213/-184# W=4"12 R=2091# W=3"8 R=1023# W=4"12 DESC. = F1 33'10"8 20"DP Flr Truss QTY= 5 TOTAL= 5 SEQ = SCALE =
6 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / K1 33'10"8 20"DP K-Wall THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF #1/#2 Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: All plates are except as noted. BC '9" 2'5"8 10"4 1' 1'6"2 1'6"8 1'1"14 1'2"10 2'1"6 1'9" 1'7"8 2' 9"8 10"4 11"12 14'11"4 18'11"4-11"14 10"12 13'11"14 R=92plf W=11"14 33'10"8 R=84plf W=10"12 R=87plf W=13'11"14 DESC. = K1 33'10"8 20"DP K-Wall SEQ = SCALE = GABL
7 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F14 35'10"8 20"DP Flr T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT :T2 4x2 SP 2850f-2.3E: Bot chord 4x2 SPF #1/#2 :B2 4x2 SP 2850f-2.3E: :B3 4x2 SPF 2100f-1.8E: Webs 4x2 SP_#2 12A :W1, W2 4x2 SPF(S) Stud: :W10, W12, W15, W18, W24 4x2 SPF Stud: (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Max JT VERT DEFL: LL: 0.29" DL: 0.17" recommended camber 1/4" BC '3"4 7'11"4 4'6"10 10'1"6 W2 W1 2' 12'3"4 W12 (R) W10 W2 W2 W15 W2 (R) W=3. 3X6 2 B2 6'11"4 3'6"12 T2 3. W15 W2 (R) (R) W2 W24 W18 W2 W2 W2 W2 W1 5X8 (**) 3. 14'8" B3-35'10"8 R=910# W=4"12 R=1638# W=3"8 R=645# W=4"12 DESC. = F14 35'10"8 20"DP Flr Truss SEQ = SCALE =
8 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F13 35'10"8 20"DP Flr T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT :T2 4x2 SP 2850f-2.3E: Bot chord 4x2 SPF #1/#2 :B2 4x2 SP 2850f-2.3E: :B3 4x2 SPF 2100f-1.8E: Webs 4x2 SP_#2 12A :W1, W2 4x2 SPF(S) Stud: :W10, W12, W15, W19, W20 4x2 SPF Stud: :Rt Bearing Leg 4x4 SP #3: Max JT VERT DEFL: LL: 0.28" DL: 0.19" recommended camber 1/4" Bottom chord section directly below beam pocket bearing(s) shall be cut out prior to installing truss. BC '3"4 6'3" 6'2"14 2'8"8 7'4"14 2' 12'3"4 5'3" 5'3" -14'9"12 W12 T2 W19 (R) 7X8(R) 4X8 W2 W1 W10 W2 W2 W15 W2 W15 W2 W2 W2 W2 3. 7X8 W20 B2 B3 (R) 16" 14'8" 8 W2 W1 9"8 - R=846# W=4"12 35'10"8 R=1179# W=3"8 (Fcperp R=799/-29# 565psi) W=3"8 R=642# W=4"12 DESC. = F13 35'10"8 20"DP Flr Truss SEQ = SCALE =
9 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F12 35'3"5 20"DP Flr Tr THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT :T2 4x2 SP 2850f-2.3E: Bot chord 4x2 SPF 2100f-1.8E :B1 4x2 SPF #1/#2: Webs 4x2 SP_#2 12A :W1, 4x2 SPF(S) Stud: :W12, W15, W19, W20 4x2 SPF Stud: :Rt Bearing Leg 4x4 SP #3: Bottom chord section directly below beam pocket bearing(s) shall be cut out prior to installing truss. Max JT VERT DEFL: LL: 0.28" DL: 0.19" recommended camber 1/4" BC '8"1 6'3" 6'2"14 2'8"8 7'4"14 W1 W1 B1 T2 11 2' 5'3" 5'3" W19 3X8 7X8(R) W12 W15 W15 18'10"13 3X6 7X8 8 W20-14'9"12 14'8" W1 9"8-3" R=822# W=6"11 35'3"5 R=1057# W=3"8 (Fcperp R=896# 565psi) W=3"8 R=641# W=4"12 DESC. = F12 35'3"5 20"DP Flr Truss SEQ = SCALE =
10 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F11 33'8"2 20"DP Flr Tr THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF 2100f-1.8E :B2 4x2 SPF #1/#2: Webs 4x2 SP_#2 12A :W1, 4x2 SPF(S) Stud: :W11, W14, W18, W19 4x2 SPF Stud: :Rt Bearing Leg 4x4 SP #3: Bottom chord section directly below beam pocket bearing(s) shall be cut out prior to installing truss. Max JT VERT DEFL: LL: 0.20" DL: 0.19" recommended camber 1/4" BC '0"14 6'3" 6'2"14 2'8"8 7'4"14 W1 W1 10'0"14 2' 5'3" 5'3" W18 7X8(R) 3X6 W11 W14 W14 17'3"10 3X5 7X8 B2 8 W19-14'9"12 14'8" W1 9"8-3" R=759# W=6"11 33'8"2 R=920# W=3"8 (Fcperp R=979# 565psi) W=3"8 R=642# W=4"12 DESC. = F11 33'8"2 20"DP Flr Truss SEQ = SCALE =
11 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F10 24'0"15 20"DP Flr T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP 2400f-2.0E :T2 4x2 SPF #1/#2: Bot chord 4x2 SP 2400f-2.0E :B2 4x2 SPF #1/#2: Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: :W9, W12 4x2 SPF Stud: Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.25 to 80 plf at 4.10 TC- From 128 plf at 4.10 to 128 plf at TC- From 80 plf at to 80 plf at BC- From 8 plf at 0.00 to 8 plf at Max JT VERT DEFL: LL: 0.18" DL: 0.20" recommended camber 1/4" BC "11 6'3" 5'11"14 2'4"6 8'5"11 2' 5'3" 5'3" W9 3X8 W12 W12 T2 1'5"12 1'7"8 15'8"7 3X6 3X10 B2 8'4"8-3" 24'0"15 R=847# W=6"11 R=1264# W=3"8 R=340# W=5"8 DESC. = F10 24'0"15 20"DP Flr Truss SEQ = SCALE =
12 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F15 31'10"8 20"DP Flr T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP 2400f-2.0E :T2 4x2 SPF #1/#2: Bot chord 4x2 SPF #1/#2 :B2 4x2 SP 2850f-2.3E: Webs 4x2 SP_#2 12A :W1, W2 4x2 SPF(S) Stud: :W10, W12, W15, W18, W24, W27 4x2 SPF Stud: Max JT VERT DEFL: LL: 0.30" DL: 0.23" recommended camber 1/4" BC '3"4 7'11"4 4'6"10 6'1"6 T2 W2 W1 12'3"4 2' 6'11"4 3'6"12 5' (R) 3. (R) W10 W2 W12 W2 W15 W2 W15 W2 W2 W24 W2 W2 W18 W2 W2 W27 W1 W=3. (R) 5X8 3X '8" B2-31'10"8 R=912# W=4"12 R=1482# W=3"8 R=453# W=4"12 DESC. = F15 31'10"8 20"DP Flr Truss SEQ = SCALE =
13 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F "DP Flr T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SPF 2100f-1.8E :T2 4x2 SPF #1/#2: Bot chord 4x2 SPF #1/#2 :B2 4x2 SP 2850f-2.3E: Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: :W11, W13, W16, W19, W25, W28 4x2 SPF Stud: Max JT VERT DEFL: LL: 0.30" DL: 0.24" recommended camber 3/8" BC '1"9 7'11"4 4'6"10 6'1"6 12'1"9 2' 6'11"4 3'6"12 5' 3X5 (R) 3. (R) (R) W11 W13 W16 W16 W19 W25 W28 3X5 (R) W=3. 21'0"13 (R) 3X5 B2 5X7 3X6 T2 10'8" -3" 313 R=897# W=3"8 R=1474# W=3"8 R=453# W=4"12 DESC. = F "DP Flr Truss SEQ = SCALE =
14 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F17 30'1"10 20"DP Flr T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF 2100f-1.8E :B2 4x2 SPF #1/#2: Webs 4x2 SP_#2 12A :W1, 4x2 SPF(S) Stud: :W11, W14, W17, W23, W26 4x2 SPF Stud: Max JT VERT DEFL: LL: 0.26" DL: 0.22" recommended camber 1/4" BC '6"6 7'11"4 4'6"10 6'1"6 10'6"6 2' 6'11"4 3'6"12 5' W1 W1 (R) W11 (R) 15"10 (R) 3X6 W14 W14 W23 W17 W26 W1 3X5 4X8 3X6 10'8" B2-3" 30'1"10 R=828# W=3"3 R=1394# W=3"8 R=459# W=4"12 DESC. = F17 30'1"10 20"DP Flr Truss SEQ = SCALE =
15 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F18 28'6"7 20"DP Flr Tr THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF 2100f-1.8E :B2 4x2 SPF #1/#2: Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: :W10, W13, W16, W22, W25 4x2 SPF Stud: BC "3 7'11"4 4'6"10 6'1"6 8'11"3 2' 6'11"4 3'6"12 5' (R) 3X5 W10 W13 W13 W16 W22 W25 3X6 B2 17'10"7 10'8" -3" R=758# W=3"3 28'6"7 R=1318# W=3"8 R=464# W=4"12 DESC. = F18 28'6"7 20"DP Flr Truss SEQ = SCALE =
16 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / K17 27'10"15 20"DP K-Wa THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF #1/#2 Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: All plates are except as noted. BC Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 2'1"10 1'1"6 10" 1'2"12 1'2" 9"4 1'1" 1'5"10 1'7" 1'2"6 1'2"10 2'1"6 1'9" 9"3 27'10"15-3" 2"8 2' 1" 8"8 11"4 11"12 1'7"8 R=87plf W=27'10"15 DESC. = K17 27'10"15 20"DP K-Wall SEQ = SCALE = GABL
17 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F5B 24'10"10 20"DP Flr THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF #1/#2 Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: :W7, W22 4x2 SPF Stud: BC '3" 5'11"14 6'3" 6'3"2 6'4"10 4'11"14 2' 5'3" 5'3" 2'0"4 5'4"8 W7 W22 3X6 W22 12'2"14 12'7"12-3" 24'10"10 R=514# W=3"3 R=1170# W=3"8 R=535# W=3"8 DESC. = F5B 24'10"10 20"DP Flr Truss SEQ = SCALE =
18 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F6B 23'3"7 20"DP Flr Tr THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF #1/#2 Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: :W5, W20 4x2 SPF Stud: BC '3" 4'4"11 6'3" 6'3"2 6'4"10 3'4"11 2' 5'3" 5'3" 2'0"4 5'4"8 W5 10'7"11 3X6 12'7"12 W20 W20-3" R=424# W=3"3 R=1130# W=3"8 23'3"7 R=530# W=3"8 DESC. = F6B 23'3"7 20"DP Flr Truss SEQ = SCALE =
19 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F8B 15'7"12 20"DP Flr T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF #1/#2 Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: :W8, W11 4x2 SPF Stud: BC "4 6'4"8 8'3"4 2' 5'4"8 3X5 W8 W11 W11 15'7"12 - R=678# W=4"12 R=678# W=3"8 DESC. = F8B 15'7"12 20"DP Flr Truss QTY= 6 TOTAL= 6 SEQ = SCALE =
20 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F9 23'10"8 20"DP Flr Tr THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP 2400f-2.0E :T2 4x2 SPF #1/#2: Bot chord 4x2 SPF 2100f-1.8E :B2 4x2 SPF #1/#2: Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: :W8, W11 4x2 SPF Stud: Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.13 to 80 plf at 3.90 TC- From 128 plf at 3.90 to 128 plf at TC- From 80 plf at to 80 plf at BC- From 8 plf at 0.00 to 8 plf at Max JT VERT DEFL: LL: 0.18" DL: 0.20" recommended camber 1/4" BC "4 6'3" 5'11"14 2'4"6 8'3"4 2' 5'3" 5'3" W8 3X8 W11 W11 T2 1'5"12 1'7"8 15'6" 3X6 3X10 B2 8'4"8-23'10"8 R=843# W=4"12 R=1262# W=3"8 R=340# W=4"12 DESC. = F9 23'10"8 20"DP Flr Truss QTY= 5 TOTAL= 5 SEQ = SCALE =
21 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F5R 8'2"12 20"DP Flr Tr THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF #1/#2 Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: BC '3" 2'2"14 5'11"14 1'7"8 1'2"12 5'4"8 5X5 8'2"12-5X5 R=352# W=3"8 R=352# W=4"12 DESC. = F5R 8'2"12 20"DP Flr Truss QTY= 7 TOTAL= 7 SEQ = SCALE =
22 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / K18 8' 20"DP K-Wall THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF #1/#2 Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: All plates are except as noted. BC '3" 2'1"6 1'2"10 1'2"10 2'1"6 1'7"8 11"12 11"12 1'7"8 5X5 5X5 8' R=79plf W=7'8"8 (Fcperp R=88# 565psi) W=3"8 DESC. = K18 8' 20"DP K-Wall SEQ = SCALE = GABL 8
23 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / K2 6'0"7 20"DP K-Wall THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF #1/#2 Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: All plates are except as noted. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. BC '3" 1'10"6 10"2 1'2"10 2'1"6 1'9" 6'0"7-3" 2"11 11"12 1'7"8 5X5 R=104plf W=6'0"7 DESC. = K2 6'0"7 20"DP K-Wall SPACING 24.0" SEQ = SCALE = GABL
24 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / F8R 4'2"12 20"DP Flr Tr THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF #1/#2 Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: BC '3" 2'1"6 2'1"6 1'7"8 11"12 1'7"8 5X5 5X5 4'2"12 - R=176# W=3"8 R=176# W=4"12 DESC. = F8R 4'2"12 20"DP Flr Truss SEQ = SCALE =
25 Job:(77832) -STANDALE LBR GRANDVILLE /VANDERMOLEN FLR J AND / K3 4' 20"DP K-Wall THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Bot chord 4x2 SPF #1/#2 Webs 4x2 SPF(S) Stud : 4x2 SP_#2 12A: All plates are except as noted. BC '3" 2'0"12 2'0"12 1'7"8 10"8 1'7"8 5X5 4' - 5X5 R=65plf W=3'10" (Fcperp R=94# 565psi) W=3"8 DESC. = K3 4' 20"DP K-Wall SEQ = SCALE =
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