HomeMy WebLinkAboutAmbleside - IN - Master Structural - 3rd Floor Framing-S-3.13RD FLOOR FRAMING PLANSCALE: 1/4"=1'-0"KITCHEN CENTER
S-3.1A \A1;{\H0.83333x;2'-0" OPG. w/ \P2x4 FLAT BLKG. \P@ 16" O.C.}\A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING)
\A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING)
\A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING)
\A1;DROPPED 2x8 LANDING \P(w/ SIMPSON LUS28 HANGERS)\P(SEE DETAIL B/S-3.1)
(2)2x4
(2)2x4\A1;(2)2x8
\A1;PER ELEV.
\A1;2x8 LEDGER FASTENED TO WALL STUDS w/(3) 12d NAILS @ 16" O.C.
\A1;GIRDER TRUSS
\A1;GIRDER TRUSS
\A1;SIMPSON HUS210-2 \P(TYP. OF 2, P= 1000#)
\A1;(2)2X10 FLUSH BOTTOM\A1;\pxt16;TOP CHORD BRG. GIRDER TRUSS
\A1;GIRDER TRUSS
\A1;{\H0.83333x;3" O.C. EDGE NAILING BOTH SIDES\A1;{\H0.83333x;(SEE NOTES)}}
\A1;(2)2X8
\A1;\pxt16;16" LADDER FLOOR TRUSS
\A1;PER ELEV.\A1;PER ELEV.
\A1;(2)2X8 CONT.
\A1;\pxqc;(2)2x4 KINGS + (1)2x4 JACK(2)2x4(2)2x4
\A1;SHEATHE INTERIOR FACE OF WALL PER 3" O.C. EDGE NAILING SHEATHING SPEC.
1
\A1;END TRUSSS-3.1B
\A1;(2)2x8
\A1;(2)2X10 FLUSH BOTTOM
\A1;{\H0.83333x;SHEATHING PER\A1;{\H0.83333x;ELEVATION}}
(2)2x4
(2)2x4
(2)2x4
\A1;TOP CHORD BRG. 16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING)
\A1;SIMPSON HUC28-2 TO SIDE OF POST\P(TYP. OF 2)
METAL HANGER
BEARING WALL ABOVE (B.W.A.)
AREA OF FLOOR SYSTEM DESIGNED FOR TILE
BEAM / HEADER
INTERIOR BEARING WALL
INTERIOR BRACED WALL PANEL
INDICATES POST ABOVE. PROVIDE SOLID\PBLOCKING UNDER POST OR JAMB ABOVE.*INDICATES HOLDOWN BELOW.
LEGEND
OR OSB SHEATHING
REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES
ASCALE: 3/4"=1'-0"SEPARATION WALL @ FLOOR TRUSSESPARALLEL FRAMING
2x INTERIOR GYPSUM WALL FASTENED PER PLANS\A1;FASTEN SOLE PLATE TO 2x4 RIBBON w/ 12d NAILS @ 6" O.C.
\A1;FASTEN BOTTOM CHORD OF DRAG TRUSS TO TOP PLATE w/ 10d NAILS @ 6" O.C.
2x INTERIOR GYPSUM WALL FASTENED PER PLANS\A1;FASTEN SOLE PLATE TO 2x4 RIBBON w/ 12d NAILS @ 6" O.C.
\A1;FASTEN BOTTOM CHORD OF DRAG TRUSS TO TOP PLATE w/ 10d NAILS @ 6" O.C.
2x INTERIOR GYPSUM WALL FASTENED PER PLANS2x INTERIOR GYPSUM WALL FASTENED PER PLANS
2x INTERIOR GYPSUM WALL FASTENED PER PLANS\A1;FASTEN SOLE PLATE TO 2x4 RIBBON w/ 12d NAILS @ 6" O.C.
\A1;FASTEN BOTTOM CHORD OF DRAG TRUSS TO TOP PLATE w/ 10d NAILS @ 6" O.C.
2x INTERIOR GYPSUM WALL FASTENED PER PLANS\A1;FASTEN SOLE PLATE TO 2x4 RIBBON w/ 12d NAILS @ 6" O.C.
\A1;FASTEN BOTTOM CHORD OF DRAG TRUSS TO TOP PLATE w/ 10d NAILS @ 6" O.C.
2x INTERIOR GYPSUM WALL FASTENED PER PLANS2x INTERIOR GYPSUM WALL FASTENED PER PLANS
DETAIL @ DROPPED LANDINGSCALE: 3/4"=1'-0"B
2x JOIST HANGERS - SEE PLAN
2x LEDGER TO MATCH JOISTS. FASTEN TO SHEATHING w/ (5) 10d NAILS @ 16" O.C.
END/GIRDER TRUSS\P- SEE PLANS
FLOOR GIRDER TRUSS \P- SEE PLAN\A1;PROVIDE (2) LAYERS OF {\H0.7x;\S3#4;}" PLYWOOD SHEATHING GLUED. HANG FROM GIRDER TRUSS & FASTEN w/ 10d NAILS @ 4" O.C. INTO TOP & BOT. CHORDS & 8" O.C. ALONG WEBS & VERTICALS
DRAWN BY: AMK
CHECKED BY: JGF
DATE:10/22/21
M&K JOB #: 160-15003
REVISION # & DATE DESCRIPTION
PARTIAL 3rd FLOOR FRAMING PLANSCALE: 1/4"=1'-0"ELEV. 3
\A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING)
(3)2x4(2)2x8 CONT.(3)2x4(2)2x8 CONT.
\A1;{\H1.25x;BLOCKED PANEL EDGES - BOTH SIDES\A1;{\H1.25x;(SEE NOTES)}}
2
\A1;SHEATHE INTERIOR FACE OF WALL PER BLOCKED PANEL EDGE NAILING SPEC.
PARTIAL 3rd FLOOR FRAMING PLANSCALE: 1/4"=1'-0"ELEV. 4
\A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN
\A1;TYP.(2)2x4\A1;(2)2x8\A1;(2)2x8 CONT.
\A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING)
\A1;HD-2 TO BELOW(3)2x4(2)2x4(2)2x4\A1;\pxqc;(2)2x4 KINGS + (1)2x4 JACK\A1;ROOF TRUSSES
(3)2x4\A1;{\H0.83333x;(2)1 \H0.7x;\S3#4;\H1.42857x;"x16" LVL FLUSH}
\A1;{\H1.25x;BLOCKED PANEL EDGES - BOTH SIDES\A1;{\H1.25x;(SEE NOTES)}}
\A1;SHEATHE INTERIOR FACE OF WALL PER BLOCKED PANEL EDGE NAILING SPEC.
3 4
\A1;HD-2 TO BELOW
\A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN
PARTIAL 3rd FLOOR FRAMING PLANSCALE: 1/4"=1'-0"ELEV. 5
\A1;ROOF TRUSSES
\A1;(2)2x8 CONT.(2)2x4(2)2x4\A1;\pxqc;(2)2x4 KINGS + (1)2x4 JACK
\A1;{\H1.25x;3" O.C. EDGE NAILING\A1;{\H1.25x;(SEE NOTES)}}
\A1;(2)2x8
\A1;16" F.T. U.N.O.\P(@ 24" O.C. MAX SPACING)
4
HOLDOWN SCHEDULE
SYMBOLSPECIFICATION
\A1;* ANCHOR HOLDOWN UTILIZING {\H0.7x;\S5#8;}" DIA. THREADED ROD EPOXY SET INTO CONCRETE FOUNDATION w/ SIMPSON "SET" EPOXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE 10" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPOXY SET ANCHORS WITHIN 1 {\H0.7x;\S3#4;}" OF FACE ON CONCRETE FOUNDATION WALL. \P(OR - PROVIDE 12" MIN. EMBEDMENT INTO SOLID GROUT. DO NOT LOCATE EPOXY SET ANCHORS WITHIN 3" OF FACE ON CMU FOUNDATION WALL){\LALTERNATIVE TO SSTB24 ANCHOR BOLT SPECIFICATION:}
\pxt26;SIMPSON STHD14RJ HOLDOWN (WET-SET ANCHOR)HD-1SIMPSON HTT4 HOLDOWN *- OR -
HD-2SIMPSON MSTC40 STRAP TIE (12" END LENGTH)
PLOTTED: October 27, 2021 / Karl G. Kattermann / AMBLESIDE - IN - MASTER STRUCTURAL - 3RD FLOOR FRAMING.DWG3RD FLOOR FRAMING PLANS-3.1
PRODUCTION MANAGER
DATE / DESCRIPTIONREV #
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
INITIAL RELEASE DATE:CURRENT RELEASE DATE:
PLAN NAME
SHEETNPC PLAN NUMBER
STAMP
(c) Copyright Pulte Home Corporation - 2021
JL04/30/1709/24/21
20' Unit
2463 Indiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 4603210/10/22