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HomeMy WebLinkAboutS001.0\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- W8x10 DROPPED CONT. \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- W8x10 DROPPED W8x10 DROPPED CONT. POST ABOVE \A1;58'-7" OVERALL\A1;12'-0"\A1;29'-0" \A1;64'-7" OVERALL \A1;58'-7" \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;8'-1{\H0.75x;\S1#2;}" \A1;19'-0"\A1;10'-0" \A1;23'-4{\H0.75x;\S1#2;}" \A1;64'-3{\H0.75x;\S1#2;}" OVERALL \A1;28'-0" \A1;30'-7" \A1;18'-0" \A1;10'-0" \A1;6'-8" \A1;5'-9" \A1;5'-7" \A1;2'-0" \A1;2'-0"\A1;11'-8{\H0.75x;\S1#2;}" \A1;6'-7" \A1;3'-1{\H0.75x;\S1#2;}"\A1;3'-1{\H0.75x;\S1#2;}"\A1;7'-0"\A1;3'-1{\H0.75x;\S1#2;}" \A1;58'-7" OVERALL\A1;10'-1"\A1;10'-7"\A1;13'-3"\A1;13'-8"\A1;11'-0" \A1;8'-0" \A1;11'-6"\A1;8'-3" \A1;4'-2" \A1;1'-9" \A1;16'-3" \A1;8'-11{\H0.75x;\S1#2;}" \A1;20'-1{\H0.75x;\S1#2;}" \A1;4'-2{\H0.75x;\S1#2;}" \A1;1'-6" \A1;19'-2{\H0.75x;\S1#2;}" SD.014 4SD.01SD.01 SD.01 SD.01 SD.01SD.0214 \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.- SD.0214 SD.0219 SD.01 SD.01 SD.015 SD.015 \A1;{\LGARAGE SLAB}\PSEE NOTES ON S-0.0 SD.0210 SD.01 SD.01 10SD.02 SD.01 SD.014 SD.013A\A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 SD.012 \A1;12'-5{\H0.75x;\S1#2;}" W8x13 DROPPED CONT. \A1;6'-0{\H0.75x;\S3#4;}" \A1;13'-1{\H0.75x;\S3#4;}" W8x13 DROPPED CONT. * POST ABOVE* \A1;{\LBASEMENT SLAB}\PSEE NOTES ON S-0.0 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"W8x10 DROPPED CONT. END JOIST(2)2x4 (2)2x4 \A1;14'-5{\H0.75x;\S1#2;}" \A1;PC 1 OR (3)2x4 (5.4k) \A1;8'-11{\H0.75x;\S1#2;}" POST ABOVE* POST ABOVE* 24"x24" THICKENED SLAB 8"x16" THICKENED SLAB FLUSH LSL TO BE CANT'D 6" MIN. PAST STEEL BEAM (3)2x4 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSHPOST ABOVE* \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;PC 4 (13.1k) \A1;11'-0" \A1;11'-2{\H0.75x;\S3#4;}"W8x10 DROPPED CONT. BRG. WALL ABOVE \A1;9'-0" POST ABOVE* BRG. WALL ABV. \A1;PC 3 (12.4k) \A1;7'-10{\H0.75x;\S3#4;}" \A1;14'-1{\H0.75x;\S1#2;}" \A1;PC 3 (12.0k) \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\P(HIGH @ OPT. RAISED FLR) \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) W8x10 DROPPED CONT. {\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 \A1;PC 4 (12.6k) \A1;8'-5" BRG. WALL ABV. SD.01 POST ABOVE*POST ABOVE* \A1;15'-4"POST ABOVE* \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;7'-11{\H0.75x;\S1#2;}" W8x10 DROPPED CONT. \A1;PC 4 (14.7k) END JOIST POST ABOVE \A1;12'-5{\H0.75x;\S1#2;}" PC 3 FTG. @ POST ABOVEPOST ABOVE*PC 4 FTG. @ POST ABOVE \A1;2'-5{\H0.75x;\S1#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 & 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: 11-19-20 JGF SL 125-13023 sheet:Rockwall ModelTowne Meadow - Lot 44Midwest 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) 01/05/21