HomeMy WebLinkAboutAmbleside - IN - Master Structural - Foundation-S-1.1METAL 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
\A1;4'-0"REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES
\A1;20'-0" PL TO PL
\A1;20'-0" PL TO PL
\A1;20'-3{\H0.75x;\S1#2;}"
\A1;40'-7"
\A1;20'-3{\H0.75x;\S1#2;}"
\A1;40'-7"
\A1;1'-10{\H0.75x;\S1#2;}"\A1;16'-3"\A1;1'-10{\H0.75x;\S1#2;}"
\A1;20'-3{\H0.75x;\S1#2;}"
\A1;20'-3{\H0.75x;\S1#2;}"
\A1;20'-3{\H0.75x;\S1#2;}"
\A1;4'-0{\H0.75x;\S1#2;}"
SLAB FOUNDATION PLANSCALE: 1/4"=1'-0"
SD.04A
SD.04A18
SD.04A18
SD.045
SD.04SD.0410
SD.04A
SD.04
SD.0410
PA*PA*
\A1;\pxql;24"x24"x12" PLAIN CONC. FTG.
\A1;\pxqc;{\LGARAGE SLAB \P}-SEE NOTES ON S-0
\A1;\pxqc;{\LSLAB ON GRADE\P}-SEE NOTES ON S-0
\A1;HD-1\A1;HD-1PA*PA*PA*
PA*
PA*
\A1;5'-7{\H0.75x;\S1#4;}"
\A1;14'-8{\H0.75x;\S1#4;}"
\A1;4'-0{\H0.75x;\S1#4;}"\A1;15'-11{\H0.75x;\S3#4;}"
TYP. @ HDS-1.1A
KITCHEN CENTER1
\A1;{\Farchquik|c0;\H0.7x;\S1#2;\H1.429x;" DIA. TITEN HD ANCHOR W/ MIN. 10" EMBED (OR PRE-APPROVED EQUAL) INTO CONCRETE OR 3,000 PSI GROUTED CMU CELLS.}
\A1;HTT TENSION TIE HOLD-DOWN\P(SEE PLANS)PROVIDE (2) STUDS (MIN.) @ HOLD-DOWN LOCATION
ATYPICAL HOLD-DOWN INSTALLATION{\Farchtitl.shx;NOT TO SCALE}
DRAWN BY: AMK
CHECKED BY: JGF
DATE:10/22/21
M&K JOB #: 160-15003
REVISION # & DATE DESCRIPTION
SLAB FOUNDATION PLANSCALE: 1/4"=1'-0"ELEV. 3
\A1;20'-0" PL TO PL\A1;3'-0"\A1;4'-0{\H0.75x;\S1#2;}"
\A1;20'-0" PL TO PL
\A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN\A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN
\A1;1'-10"\A1;6'-0"\A1;12'-2"
\A1;3'-8{\H0.75x;\S1#2;}"
SD.04SD.043A
SD.044
2
POST ABOVE*POST ABOVE*
\A1;20'-0" PL TO PL
\A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN\A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN\A1;20'-0" PL TO PL
\A1;1'-10"\A1;6'-0"\A1;12'-2"
\A1;3'-8{\H0.75x;\S1#2;}"
SCALE: 1/4"=1'-0"ELEV. 4SLAB FOUNDATION PLAN
SD.04SD.043A
SD.044
POST ABOVE*
3
POST ABOVE*POST ABOVE*POST ABOVE*
\A1;HD-1
SCALE: 1/4"=1'-0"ELEV. 5SLAB FOUNDATION PLAN
\A1;20'-0" PL TO PL
\A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN\A1;40'-3{\H0.7x;\S1#2;}" FDN TO FDN\A1;20'-0" PL TO PL\A1;3'-0"\A1;4'-0{\H0.75x;\S1#2;}"
\A1;1'-10"\A1;6'-0"\A1;12'-2"
\A1;3'-8{\H0.75x;\S1#2;}"
\A1;TYP.SD.04SD.043A
SD.044
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 - FOUNDATION.DWGFOUNDATION PLANS-1.0
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