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HomeMy WebLinkAboutS001.0\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;14'-7" \A1;58'-7" OVERALL\A1;12'-0"\A1;29'-0" \A1;64'-7" OVERALL \A1;6'-0" \A1;17'-7"\A1;6'-3{\H0.75x;\S1#2;}"\A1;5'-8{\H0.75x;\S1#2;}"\A1;8'-9{\H0.75x;\S1#2;}"\A1;8'-9{\H0.75x;\S1#2;}" \A1;12'-0" \A1;19'-0"\A1;10'-0" \A1;6'-0" \A1;64'-3{\H0.75x;\S1#2;}" OVERALL \A1;28'-0" \A1;30'-7" \A1;18'-0" \A1;10'-0" \A1;6'-11{\H0.75x;\S1#2;}" \A1;5'-2" \A1;5'-10{\H0.75x;\S1#2;}" \A1;2'-0" \A1;58'-7" OVERALL\A1;10'-1"\A1;10'-7" \A1;9'-8{\H0.75x;\S1#2;}" \A1;2'-0" \A1;39'-4{\H0.75x;\S1#2;}" \A1;8'-3" \A1;4'-2" \A1;1'-9" \A1;16'-3" \A1;8'-11{\H0.75x;\S1#2;}" \A1;5'-8{\H0.75x;\S1#2;}" \A1;11'-2{\H0.75x;\S1#2;}"\A1;11'-8{\H0.75x;\S1#2;}" \A1;26'-7{\H0.75x;\S1#2;}"\A1;3{\H0.75x;\S1#2;}"\A1;11'-0" \A1;19'-2{\H0.75x;\S1#2;}" \A1;12'-0"\A1;8'-1{\H0.75x;\S1#2;}" \A1;20'-1{\H0.75x;\S1#2;}" \A1;9'-8{\H0.75x;\S1#2;}" \A1;23'-8" \A1;8'-0" 3ASD.01 SD.013A SD.01 SD.01SD.0114 SD.01 SD.013A SD.0219 SD.014 SD.013A SD.01 SD.01 SD.015 SD.015 \A1;{\LGARAGE SLAB}\PSEE NOTES ON S-0.0 \A1;{\LBASEMENT SLAB}\PSEE NOTES ON S-0.0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- POST ABOVE* DOUBLE END JOIST END JOIST \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\P(CANT'D 6" MIN. OVER STEEL BEAM) \A1;19'-2"\A1;16'-8"\A1;12'-2" W8x10 DROPPED CONT. W8x10 DROPPED CONT.\A1;PC 4 (12.4k) POST ABOVE* W8x13 DROPPED CONT.\A1;PC 4 (14.7k) SD.013A \A1;6'-0{\H0.75x;\S3#4;}" \A1;12'-10{\H0.75x;\S1#4;}" END JOIST END JOIST(2)2x4 (2)2x4 \A1;7'-10{\H0.75x;\S1#2;}" \A1;14'-5{\H0.75x;\S1#2;}" W8x13 DROPPED CONT. \A1;PC 1 OR (3)2x4 (5.4k) \A1;PC 3 (12.0k)\A1;13'-10"\A1;8'-4{\H0.75x;\S1#4;}" \A1;8'-0" \A1;8'-11{\H0.75x;\S1#2;}" POST ABOVE*POST ABOVE* POST ABOVE*POST ABOVE* POST ABOVE* POST ABOVE*POST ABOVE* 24"x24" THICKENED SLAB 8"x16" THICKENED SLABBRG. WALL ABOVE FLUSH LSL TO BE CANT'D 6" MIN. PAST STEEL BEAM BRG. WALL ABV. \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (LOW) \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (LOW)\A1;SIMPSON HHUS410 HANGER (LOW) (3)2x4 SD.0210 POST ABOVE* SD.01 10SD.02 POST ABOVE* \A1;12'-5{\H0.75x;\S1#2;}" PC 3 FTG. @ POST ABOVE SD.014 4SD.01 SD.015 \A1;PC 4 (12.6k) \A1;11'-0" \A1;11'-2{\H0.75x;\S3#4;}" W8x10 DROPPED CONT. SPLICE BEAM HERE IF REQ'D BRG. WALL ABOVE POST ABOVE*\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH W8x10 DROPPED CONTINUOUS W8x10 DROPPED CONT.\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSHPOST ABOVE* \A1;15'-4" W8x10 DROPPED CONTINUOUS W8x10 DROPPED \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\P(HIGH @ RAISED FLR) \A1;PC 4 (13.1k){\L@RAISED FLOOR:\P}INSTALL 2x6 ANGLED KICKERS (45 DEGREE ANGLE) LAPPED WITH EACH I-JOIST DOWN TO FOUNDATION WALL SILL PLATE. (BIRDMOUTH KICKER ONTO SILL PLATE) PACKOUT WEB OF I-JOIST FOR 18" LENGTH AT KICKER LAP AND FASTEN TO JOIST WITH CONSTRUCTION ADHESIVE AND (6)10d NAILS. FASTEN KICKER TO PACKOUT/JOISTS WITH (6)10d NAILS AND TO SILL PLATE w/ (3)10d TOENAILS SD.0214 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSHPOST ABOVE* POST ABOVE* PC 4 FTG. @ POST ABOVE \A1;4'-0" 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 & SCHEDULESREFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 12-03-21 JGF MRC 125-13023 sheet:Rockwall ModelTowne Meadow - Lot 22Midwest ZoneBase - 18 psf Roof Live1st Floor Framing/Fdn. PlanS-1.01st FLOOR FRAMING/FOUNDATION PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 01/04/22