HomeMy WebLinkAbout613 S MELDRUM ST CARRIAGE HOUSE - FDP200028 - SUBMITTAL DOCUMENTS - ROUND 1 - ARCHITECTURAL DETAILSBMPKTBMPKT9 1
2" TJI 210'S @ 16" O.C.
W10X26 DROPPED STEEL BEAM
CANTILEVER
JOISTS
(2) 1 34" X 9 12" LVL(2) 1 3
4" X 9 1
2" LVL
(2) 1 34" X 9 12" LVL(2) 1 34" X 9 12" LVL(2) 1 34" X 9 12" LVL(2) 1 3
4" X 9 1
2" LVL
HU410 TYP(3) 1 3
4" X 11 7
8" LVL HDR
W/ 2-2X6 TR'RS EACH END
(3) 1 3
4" X 11 7
8" LVL HDR
W/ 2-2X6 TR'RS EACH ENDMAIN FLOOR FRAMING PLAN1/4" = 1'-0"PLAN N1S3.11S3.11S3.11S3.1SIM.2S3.12S3.15S3.18S3.11S3.21S3.21S3.23"Ø SCH. 40 STEEL PIPECOLUMN W/ RECTANGLEBASE PLATE & (2) 12"Ø TITENHD BOLTS TO FOUNDATION3"Ø SCH. 40 STEEL PIPECOLUMN W/ RECTANGLEBASE PLATE & (2) 12"Ø TITENHD BOLTS TO FOUNDATIONBMPKTBMPKTGARAGE4" THICK CONCRETESLAB ON GRADE w/W.W.F 6x6 W1.4 x W1.4DENOTES SIMPSONSTRAP HOLDOWN8" X 24" FTG
W/ 2-#4 CONT.8" X 16" FTGW/ 2-#4 CONT.8" X 24" FTGW/ 2-#4 CONT.8" X 20" FTG
W/ 2-#4 CONT.8" X 24" FTGW/ 2-#4 CONT.8" X 20" FTGW/ 2-#4 CONT.8" X 20" FTGW/ 2-#4 CONT.8" X 20" FTGW/ 2-#4 CONT.8" X 24" FTGW/ 2-#4 CONT.SLOPE SLAB1/4"/FT GARAGE4" THICK CONCRETESLAB ON GRADE w/W.W.F 6x6 W1.4 x W1.4SLOPE SLAB1/4"/FTDROP TOP OF WALL TO RECEIVE SLABDROP TOP OF WALL TO RECEIVE SLABDROP TOP OF WALL TO RECEIVE SLAB8" X 16" FTGW/ 2-#4 CONT.8" X 12" FTGW/ 2-#4 CONT.8" X 12" FTGW/ 2-#4 CONT.8"x16" FTGw/ 2-#4 CONT.8" X 12" FTGW/ 2-#4 CONT.8"x12" FTGw/ 2-#4 CONT.8" X 24" FTGW/ 2-#4 CONT.8" X 24" FTGW/ 2-#4 CONT.8" X 24" FTGW/ 2-#4 CONT.8" X 24" FTGW/ 2-#4 CONT.BASEMENT4" THICK CONCRETESLAB ON GRADEBASEMENT4" THICK CONCRETESLAB ON GRADE24" SQ. x 10" THICKPAD w/ #4 @ 10" O.C.EACH WAY24" SQ. x 10" THICKPAD w/ #4 @ 10" O.C.EACH WAY8'-4 3/4"8'-0 5/8"3'-7 3/4"3'-7 3/4"4" X 12" X 4' VOID4" X 12" X 4' VOID4" X 12" X 4' VOID11'-3"9'-3"4'-0"8" X 24" FTGW/ 2-#4 CONT.12'-0"EXTEND PILASTERSTO BEAR ONUNDISTURBED SOILSGROUT BEAM INPOCKET TYPICAL11'-8 3/8"1'-2"11" SQ. PILASTER W/ 4-#4VERTICAL TO 24" SQ. x10" THICK PAD w/ #4 @10" O.C. EACH WAY11" SQ. PILASTER W/ 4-#4VERTICAL TO 24" SQ. x10" THICK PAD w/ #4 @10" O.C. EACH WAYTYPICAL OF 3WRAP OPENING W/2-#4 ALL SIDESWRAP OPENING W/2-#4 ALL SIDESFOUNDATION PLAN1/4" = 1'-0"PLAN N2 1/2"11'-6 1/2"5 5/8"8'-9 1/2"8'-9 1/2"
5 3/8"2'-6 1/2"1'-4"9'-3"1'-5"VER.VERIFYVER.1S3.11S3.11S3.11S3.1SIM.2S3.12S3.13S3.13S3.13S3.14S3.14S3.15S3.16S3.16S3.16S3.17S3.18S3.17S3.1SIM.10S3.110S3.110S3.110S3.15 1/2"7'-3 1/2"7'-3 1/2"5'-6 1/2"
3/4"SEE BREEZEWAYON SHEET S5.110S3.110S3.1S1.1FOUNDATION ANDMAIN FLOORFRAMING PLANSDrawings, specifications, general notes and outline specifications are instruments of service and shall remain the property of TD Structural Engineering, Inc. Copies of these documents retained by the client are for the clients use in the construction of the project for which these documents were prepared. Any use of thesedocuments, in whole or in part, by any means whatsoever to construct any other project or the use of these documents, in whole or in part, as stock plans or prototype design for multiple building projects is strictly prohibited, except with the specific written consent of TD Structural Engineering, Inc. of Northern Colorado.2909 Oxford CourtFort Collins, Colorado 80525970.372.1140www.tdstructural.comTD STRUCTURALENGINEERING INCPROJECT NUMBER: 20-078DESIGNED BY: WTDREVIEWED BY: WTDDATE FOR ISSUE:8/14/2020REVISION:10/8/202011/24/2020CARRIAGE HOMES
613 SOUTH MELDRUM STREET
FORT COLLINS, COLORADO 38181WENDY
T
HOMASDWORAKPROFESSIONALENG
INEER
COL
O
R
ADOLICENSED 11/24/2020
MIN. 2X10 RAFTERS@ 24" O.C.MIN. 2X10 RAFTERS@ 24" O.C.MIN. 2X10 RAFTERS@ 24" O.C.(2
)
11
14"
LV
L
(2) 11 14" LVLLSSR410
Z
(2) 11 1
4" LVL
(2) 11 1
4" LVL
(2) 11 1
4" LVL
(
2
)
1
1
14"
L
V
L(2) 11 14" LVL(2) 11 1
4" LVL (2) 11 1
4" LVL
(2) 11 14" LVL(2) 11 14" LVL(2) 11 14" LVL(
2
)
1
1
1
4"
L
V
L
(3) 1 34" X 20" LVL RIDGE BEAM(3) 1 34" X 9 12" LVL(2) 11 14" LVL CONTINUOUS(3) 1 3
4" X 9 1
2" LVL HDR
(3) 1 3
4" X 9 1
2" LVL HDR
2-2X8 HDR2-2X8 HDR2-2X8 HDR2-2X10 HDR
2-2X10 HDR
2-2X10 HDRROOF FRAMING PLAN1/4" = 1'-0"PLAN NMIN. (2) HURRICANESTRAPS AT RIDGE ANDVALLEY BEAMS TOBUILT-UP STUDS TYPICALMIN. 3-2X6 STUDSAT ALL BEAMBEARING LOCATIONSWALL STUDS TO BE 2X6HEM FIR NO. 2 UP TO 12'TALL AND 1.55E LSL FORWALL HEIGHTS > 12' TALL4S3.25S3.24S3.2BEARINGWALL BEARING WALL BEARING WALL9 12" TJI 210'S @ 16" O.C.CANTILEVERDOUBLE JOISTDOUBLE JOIST(2) 1 34" X 9 12" LVL FLUSHDBL JSTDOUBLE JOIST9 12" TJI 210'S @ 16" O.C.2X10 TREATED SLOPED @ 16" O.C.2X10 TREATED SLOPED @ 16" O.C.2X10 TREATED SLOPED @ 16" O.C.MIN. 2x6 @ 16" O.C.(2) 1 34" X 9 12" LVL(2) 1 34" X 9 12" LVL(2) 1 34" X 9 12" LVLW8X28 FLUSH STEEL BEAM(2) 2X8 CONT.2-2X82X10 TREATED LEDGER W/ LEDGERLOKS @ 12" O.C. STAGGERED2X10 TREATED LEDGER W/ LEDGERLOKS @ 8" O.C. STAGGERED 2X10 TREATED LEDGER W/ LEDGERLOKS @ 12" O.C. STAGGERED2-2X10 HDR2-2X10 HDR2-2X10 HDR(3) 1 3
4" X 9 1
2" LVL HDR W/
2-2X6 TR'RS EACH END
2-2X10 HDR 2-2X10 HDR (2) 1 34" X 9 12" LVL FLUSH2-2x122-2x12 2-2X10 HDR2-2X10 HDR2-2X10 HDR2-2X10 HDR3-2X10 HDR CORNER TOCORNER PORTAL FRAME2-2X10 HDR 3-2X10 HDR 2-2X10 HDR(2) 1 34" X 9 12" LVL FLUSH/CONTINUOUS(2) 1 34" X 9 12" LVL FLUSHUPPER FLOOR FRAMING PLAN1/4" = 1'-0"PLAN NWALL STUDS TO BE 2X6HEM FIR NO. 2 UP TO 12'TALL AND 1.55E LSL FORWALL HEIGHTS > 12' TALLLATERALLATERALLATERALLATERALLATERAL
LATERAL
LATERAL
LATERAL (2) 9 12" LVL HDR1S3.22S3.22S3.22S3.23S3.23S3.23-2X10 HDR CORNER TOCORNER PORTAL FRAMEMIN. 2X10 RAFTERS@ 24" O.C.W12X22 STEEL BEAM3"Ø SCH. 40 STEEL PIPECOLUMN W/ 12" THICK CAPPLATE & (2) 12"Ø A325BOLTS TO BEAM EA. ENDW12X22 STEEL BEAM
3"Ø SCH. 40 STEEL PIPECOLUMN W/ 12" THICK CAPPLATE & (2) 12"Ø A325BOLTS TO BEAM EA. END(2) 1 34" X 9 12" LVL(2) 1 34" X 9 12" LVL(2) 1 34" X 9 12" LVL(2) 1 34" X 9 12" LVL2-2X8 3-2X10 HDR CORNER TOCORNER PORTAL FRAMES2.1FRAMING PLANSDrawings, specifications, general notes and outline specifications are instruments of service and shall remain the property of TD Structural Engineering, Inc. Copies of these documents retained by the client are for the clients use in the construction of the project for which these documents were prepared. Any use of thesedocuments, in whole or in part, by any means whatsoever to construct any other project or the use of these documents, in whole or in part, as stock plans or prototype design for multiple building projects is strictly prohibited, except with the specific written consent of TD Structural Engineering, Inc. of Northern Colorado.2909 Oxford CourtFort Collins, Colorado 80525970.372.1140www.tdstructural.comTD STRUCTURALENGINEERING INCPROJECT NUMBER: 20-078DESIGNED BY: WTDREVIEWED BY: WTDDATE FOR ISSUE:8/14/2020REVISION:10/8/202011/24/2020CARRIAGE HOMES
613 SOUTH MELDRUM STREET
FORT COLLINS, COLORADO 38181WENDY
T
HOMASDWORAKPROFESSIONALENG
INEER
COL
O
R
ADOLICENSED 11/24/2020