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Home My WebLink AboutStructural Foundation Plan7-g• 7-a' I S•s 2.0' R10 RF1 S.5 _ b h r_. --- ---- - _--. -------.--.---- ! 1 � f I CONCRETE SLAB SCHEDULE ! MARK MATERIAL THICNNESS REINFORCING NOTES C51 CONC SO.G V-4' 6X6-WI.4XWI.4NAVR OVER6MIL YAP. BPAi OVEk T PCS I 1 I ! I � 1 ! ! I � I 7� ! � I L - - - - - - - - - - - - - - - - - - - - • b h � 1 FOUNDATION PLAN 1/4' =1'-0' TES @ 3T O.C. pyn A.B. METAL FLASHING (2)R4 HRB R-10 RFI. - �• (2)44 HRB 7' 1 plM( %+. S1 RUC Rrikk FILL WIN hiN 1 SLAB BDGE 7 ix' - 1'-0 ROOF FRAMING 1/A' = 1'-0' FIN. FLR. /i 100' -- 0"/ STRUCTURAL FRAMED WALL SCHEDULE MARK STUDS TOPPL BOT. PL EXT, SHEATHING INT. SHEATHING FW1 (1)2x6A it DC 2x6 (1)2t6 IM6 WSP 112'GWE SHEATHING SCHEDULE TYPE PETSORKAHrE EXPOSURE EDGE NAILING FIELD NAILING NOTES MARK p11EGCRY RATING Si I WSP 7116 1 EXPOSUREI I FRAMED HEADER SCHEDULE MARK MATERIAL SECTION JACKSTUD KINGSTUD H1 HEMFIRN0.2 (3)2x12 1 2di (1)2x6 R2 HEMFIRN0.2 2)2x6 (1)2xfi 1 0)2x6 PERSPECTIVE VIEW b � 1 b a LCl w SLAB CRACK CGNTROL 1116'= 1'-0' LATERAL BRACING 1116' = V-0' BASIS FOR DESIGN DESIGN STANDARDS 1, Intematimal Residential Code HIC)2015 edition 2 Subsoil Study by Kumar&Associates, Inc dated 06/1912025. DESIGN LOADS 1 Roof Snow Laad _ .. __40psf 2 Flocr Live Loads A Floor. .40pd 3 Wind A LIKimate Design W4nd Speed-115mph B r Expos - --- .. . C ala 4 Seismic A SOe Cles .- .., 0 B Seismic Design Celeguy... B FOUNDATION CRITERIA 1 '96I A Bearing capacity_. .1500 psi M- B Min.Dead Lmd Prenaer_NIA 2 Find Depth 36' -END OF SECTION - BRACING LEGEND - BRACEDWALLUNE e BRACED WALLPANEL • BRACED WALL LINE END • REFER TO IRC FOR BRACED WALL PANEL DEFINITIONS ABBREVIATIONS _STRUCTURALRE)NFORCED CONCRETE SPACED AT INTERVALS NOTEXCEEDING PART 1-GENERAL AA B. ANCHOR BOLT(S) 101 WORK INCLUDED BARR BARRIER A Cast-inplece Concrete BLKG • BLOCKING B. Renfarcement BOT. • BOTTOM C Formwork E1VP + BRACED WALL PANEL 102 STANDARDS CCJ CRACK CONTROL JOINT A ACI 301-20 Except as modified in these documents, work in conformance CUR a CLEAR with all requirements of ACI ACI 3Specifications fa CONC. • CONCRETE Structural Concrete published by the American Concrete CONT. * CONTINUOUS END-T04:ND Inallule, Famidon Hills, Michigan, and all standards referenced CS CONCRETE SLAB herein C.W1L • COMMON WIRE Ni B. CRSIFJSP Except as modified in these documents, vak in codarmance DIA • DIAMETER vvithd requirements of the Manual of Standard Practice published ❑L • DIMENSION LUMBER by the Concrete Reinforcing Steal lnstilule. Schaumburg. IL and ESR • ICC EVALUATION SERVICE REPORT YWnd. :rat-ccovar- EXT • EXTERIOR FIN • FINISHED FUR FLOO FND = FOUNDR ATION FTG • FOOTING GAS • GYPSUM WALL BOARD HRB • HORIZONTAL REINFORCING BNi(&) INT. • INTERIOR JNT • JOINT MFR • MANUFACTURER MAX • MAXIMUM MIN. • MINIMUM N/A • NOTAPPUCABLE PB = PLAIN BLOCK PE s LICENSED PROFESSIONAL ENGINEER PL • PLATE P.T. PRESSURE TREATED OR FND, REDWOOD REINF. • REINFORCING STEEL RF1 • RIGID FOAM INSULATION SON. • SCHEDULED SCAB • SLABONGRADE TBO • TOBEDETERMINED TYR . TYPICAL UN0. = UNLESS NOTED OTHERWISE VAP. = VAPOR VRB VERTICAL REINFORCING BARS) WSP = WOOD STRUCTURAL PANEL(S) wy • WITH SIRMTURAf_ WOOD FRAMING PART 1-GENERAL 101 WORKINCLUDED A Stud Wells B. T..0 Joists0. Bearms &Headers E Sheathing 1.02 STANDARDS A IRC-21)21 Except as modified in these daumenls, work in conformance with Sections R501 t ru RF0 4, R507, R601 mN 9602, R604 thu R605, R701 thN R704, and R8011hu R103 of the 2021 International Residential Code published by he Inlsmalbna Code County, Country Club Hills, IL, and all standards referenced herein R TPI 1.2014 Work in accordance with all requirements of National Design Slenderd for Metal Plate Connected Wood TNss COnat ion pubf hedby he TNss PlatelnclAA. Alexandne, V'rginlaandag sandarde nsfe erwed them. PART2-PRODUCTS 201 MATERIALS A DimensionLumber 1. Mad Sill _-..�-. PhtamvY.•e•badcs per AW'PA U1 2 _KM Fm Sod Grave 3. JackAlOng Sbldz._ F .Hem-FirNo.2 B TNsess _ . Cerlifsi end stamped by a PE regblered in the State that is home to he project C Than Sorews__. Simpson SD=5600 (UES ER 262) D Huicane Tons. �_� R3(ESR-2613) E Wood Structural Pmds�,__ARA Rated 1" Wall Shsahirg A Pafamnre B E._ _Elpcsuel F Adhesive *m)._ __LochTe-PMM 202 MATE RIALSUBSTFTUTIONS A Substitutions la schad+ed materials and the materials of Article 201 must beve structural properties of equal or greater value Provide evaluation tepalfar proprietary products PART 3. EXECUTION 3.01 FRAMING A Fremebeantg eelwn. nails of at locations sho B Use nathe common wire sae noted a greater,ShankdiamdeshmIdncl _s• erd 1t0%""Fft""'0i C. InM.ps,basesandhangersacwdingtommufactwuopttf tuns D Joists 1 Pmvidehsssaetxdeach Ndjoisleavebering. 2 Bear"' joists on continmus lumberplates ripped to match jets slope. 3. Blockbetm:jdslsalongelfrres dbearbg 302 SHEATHING A Sescheduled WSP wad sheathing with W Bd C.WN spaced6'1IT(edi UNO. B. Sec me scheduled GWB wet sheathing per Standard See 102A- C. Se= Nd end Aoorsheahirg to blocking and nm bonds using he scheduled 'Edge Negri and spacing 3.03 TRUSSES A Instalation 1 Insteg according to truss manufacturers erection plans, temporary bracing mendelions, and handling requirements B Anchorage 1. Secuehusses to ederior bearing walls andbeamawith h-cans desa Wss screws" Exception: Energy-heelhunsawthwaIMPshedhing&rating that is continuous eoross buss bearing and extending to top of energy heel may be considered'secured to the bearing wsLL 3,04 PROTECTION A Lumbrindiedcontacl xilh concrete mud be preserhi treated. B Stareb berand enginered wood products in a manner that provides protection from the dements -END OF SECTION- PART2-PRODUCTS 2.01 MATERIALS A Reinforcing Steel 1. Grade A Defamed Ben. ASTM A615, Grade 60 B Concrete: 1 Mbdaes: A Ederior Wells & Footings: 1. 6yosurs(al Fl,SO,WD,CD 2 Minfc- _3060psi B Interior Slebsan-GradeWah&Posting. 1. E�posaee(sl-FO,SO,WO,CO 2 Min Pc_. 3000 psi C AnchorBolts t Grai ASTM F1554 2 Diameter._. Air D. FrAsDlin"I M t APygftl;,b 1' minas 202 MATERIAL SUBSTITUTIONS A Substitutions forscheduled materials and the materials of Article 201 must hove structural properties of equal or greater vdue Provide evduabon report for Proprietary products PARTS -EXECUTION 3.01 CONCRETE PRODUCTION AND TRANSPORT A Provide concede that can readily be placed vdhou segregation into ferns and Quad reidacement 9 EslehTsA mousy porhprs•s r uteh Anck 03 or Ad MI-10 Sisek wsz foe&wwd Cawds, erray in eppxond Munali ii 1h"•ngtM1 a g'do probability or vial" Pra'd thn'9T are 0-ir C.1Na�ewsrh tread adr;area„w x�am:�.4err D &fiend transport sonde using equipment and methods conforming to ASTM C94 or ASTM C6B5. 302 PREPARATION AND FORM WORK A Coordinate with mechanical, electrical and architedrael prior to pouring concrete. Provide sleeves, block oust etc as required B. Fora comda footings on sbudival fin (see Foundation Notes) that is wailed to near opllmum mastum content and compacted in 6' (maximum) loose Ms to 98%m am ton dry density. C Under slab -or yke floors, provide a V Iaya of AaeAehnng store D separate floors labs from surrounding vela using Mlldeph foam or caldasejoint fills. E Prior to placing backfill against foundation wells, enter provide foundation mil shoring or secure flow training Io the lops of fmndalion vela. a03 REINFORCEMENT A Rai components as noted/scheduled B Support all reinforcement in place prior to placing sonde I Sopparb A FPohi T PB C Min'mtns Lap Splice Length t M[bruABbas.__._ _ 6413ar Dbndam D Bend hrr¢mtal reinforcing bon around foundation wall and footing camas and sAend at least he minimum lop splice length beyond the band Alternate bends sido-lo-side d vat end foaling inlersectiore 3.04 CONCRETE PLACEMENT A Do nolpump concede through aluminum ar aluminum alay pipe B Slab Chick Control I. Provde sawcularlooledjoinlsd spacing intervals of 12 feetarless 2 Cu to depths oil to 15incheefaeeriy-enhy sawing, a 114 he slsb thickness far wet sawing 3. Pbceprotmtti insalsinsewcuspd lovassculting 3.05 ANCHOR BOLT PLACEMENT A Machu Brits t M.-Spacing .4W QC 2 Minimum EmbadmenL__.-7' -ENDOFSECTION- FOUNDAniW PART I- GENE RAL 101 WORK INCLUDED A Excavation B Backfil PART 2-PROOIICTS 201 MATERIALS A Vapor Berner. ASTM D-4397 B Structural Fill 1 Ori SolI A CmdainsnotopsdL C Rqd Yndb➢m .. _ ASTMIC-STL OS Tip• X 202 MATERU4 SUIP"TV 11"'S A &aelwWw1ar �aaded.rrw.du.r xsaArtsktol ant have struclaalpropertes of equal or greetervelue F7ovideevaluatio7repal fa prcprislerypfaducts. PART3-EXECUTION 3.01 BADKFILL A Slope finished isdaiorgNda every from the foundation B Moistman ecddian and compact bei in flinch base liAs C. Leave finished extaia grade at lead 6' bebwhe lop of he penmdr cede foundation wet 3.02 STRUCTURAL FILL A Moisturecendfiion, place, and compact structuralMI to lifts having loose matend depths net eviceed'mg B'. -END OF SECTION- ur 00 Y � H � I O b M G •� t U } X L i Ol r 00 • all > US I DO O� u Wr > W p u Lo O c M 3 M 3 d O H s a V � 0 Q El 41 J Z LL. , LLLL b1 it a LL Z pia ~ O i•0U 0 Z C O L