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<br />FOUNDATION & FLOOR. FRAMI,NG PLAN
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<br />DRAIN BY:
<br />~
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<br />
<br />FOUNDATION NOTES:
<br />
<br />OOADING: The building exterior shall be graded
<br />to provide drainage away from the building.
<br />
<br />INTERIOR Fill: Carpacted fill shall be well
<br />graded unfrozen granular material which is free
<br />of debris, organics and stones over 4" in
<br />diameter. Maintain a. minimum of 90% modified
<br />procter carpact ion under all s labs on grade,
<br />and 95% carpaction under interior footings. .
<br />
<br />EXTERIOR Fill: All exterior backfi 11 shall be
<br />carpacted solidly to avoid future settlEment,
<br />Excavated earth which is fre~ of debris and
<br />organics may be used. Exterior fill at walks'
<br />and aprons shall be carpacted to interior fill
<br />specs.
<br />
<br />EXCAVATIONS: Foundation wall excavations shall
<br />be taken to a depth as shown on the plans with
<br />side slopes as required by OSHA. Soils under
<br />footings shall be undisturbed or be compacted
<br />fi 11 per above. Foot or machine tarp footing
<br />soi Is prior to p<;>uring. Concrete pouring in
<br />standing water shall not be allowed.
<br />
<br />DESIGl SOil BEARING: Bearing soils are verified
<br />to be silty-sands. Soil bearing capacity is
<br />presuned to be 3000 PSF. To be verified onsite
<br />by qualified soils engineer.
<br />
<br />CXlNCRETE: All concrete shall be redi-mix to
<br />meet ASTM C94. Walls and footings shall
<br />be 3000 PSI @ 28 days. Interior flatwork shall
<br />be 3500 PSI @ 28 days; exterlor flatwork shall
<br />be 3500 PSI @ 28 days with 6% air entrainment.
<br />
<br />CXlNCRETE FORM I NG: All fOrmNork sha 11 be in
<br />accordance with ACI specifications. Cold joints
<br />in walls shall be keyed and doweled. All
<br />footings to be formed; trench footings shall
<br />not be used.
<br />
<br />FINISHING AND CURING: Maintain concrete
<br />temperatures above 50 degrees for 72 hours,
<br />Accelerators may be used with prior approval or
<br />Arch/Engineer. Keep wall forms in place for 24
<br />hours prior to stripping. Rarove exposed wall
<br />ties and patch all hoheycarbing. All flatwork
<br />to receive a cure/hardener sealing compound.
<br />Steel trowel interior flatwork to a srrooth
<br />dense finish. Broom finish exterior flatwork.
<br />
<br />REINFORCING STEEL: Reinforcing shall be
<br />deformed bars ASTM A615 60 KSI. No heat
<br />bending is allowed. Flatwork shall be
<br />reinforced with fibermesh at 1-1/2# per CY.
<br />
<br />STEEl'PlACEl'ENT: Steel shall be placed as shown
<br />on the plans. Maintain 3' cover next to soil
<br />and 2" cover next to forms. lap bars a minimum
<br />of 24 bar diameters. Corner bent bars shall be
<br />used.
<br />
<br />STRUCTlJRAl NOTES:
<br />
<br />
<br />~~~-~~Y=3:?s1Sun 1:~~T~ted~N~g5~' T~~~
<br />
<br />A588 Fy=~O ks 1)
<br />
<br />TUBE STEEL: ASTM A500 Grade B Fy"46 ksi.
<br />
<br />PIPE STEEL: ASTM A53 Grade B std. wt. Fy"35 ksi
<br />
<br />SHEET STEEL: ASTM A570 Grade 50
<br />
<br />STEEL JOIST, JOIST GIRDERS and DEa<ING:
<br />As manufactured by a marber of ~JI / SOl; in
<br />accordance with SJI and SOl specifications.
<br />
<br />STEEL SHOP-PAINTING: One coat red-oxide, U.O.N.
<br />
<br />~l'i~t~ .a~~~~b~...~~if~rf%~dsg~c~~rt ~t~T~
<br />
<br />welds to beSl1AW with all slag raroved and spot
<br />primed to match base finish.
<br />
<br />STRUCTURAL BOlTS: Anchor bo 1 ts to be ASTM A36
<br />rod, machine threaded. All other bolts to be
<br />ASTM A325-X, U.O.N. Bolts to be tightened by
<br />the turn of the nut method.
<br />
<br />STEEL STUDS: As manufactured by Dietrich or
<br />equal, in accordance with AISI specs. ASTMA446
<br />G^ade A/ Fy=33ks i i G^ade C, Fy"40ks i; or Grade
<br />0, Fy=50Ksi; as noted.
<br />
<br />PRE-CAST CXlNCRETE: Desi!;lned and erected in
<br />accordance with PCA :speclfications, KeywlilYs to
<br />be fUlly grouted. Concrete toppings shall be
<br />considered non-structural.
<br />
<br />MASONRY: All masonry to be erected in
<br />accordance with ACI & DllHR ~pecifications.
<br />load bearing masonry to have Fm =1500 psi min.
<br />
<br />WOOD TRUSSES: Designed and erected in
<br />accordance with TPI & DllHR specifications.
<br />
<br />STRu:mJRAl WOOD I'EI'SERS: wood franing marbers
<br />shall be as follows: thru 2X6: N92 SPF; 2x8 &
<br />2x10: No2 HF; 2x12: Ne2 OF. TJI sand MLVl
<br />miool$mS as Manufactured by Trus Joist
<br />MacMillan,oi'Clff'I"o'oled etuQ.I
<br />
<br />I'ETAl BUilDING & CCM'ONENTS: As manufactured by
<br />a marber of MBMA in accordance with MBMA, AlSO,
<br />AISI, lGSI, et al. Erection drawings and calcs
<br />shal, be ,reviewed by McCoy engineering prior to
<br />fabncat lon.
<br />
<br />STRUCTURAl SHOP DRAWINGS: All structural shop
<br />dra~ings shall be submitted to McCoy
<br />Engmeering for design concept review, as
<br />required by DILHR.
<br />
<br />DESIGl lOADS:
<br />
<br />Wind load = 20psf
<br />Roof live load = 30psf
<br />Dead load =17 PSf]
<br />. . 10 "., 10 e.G.
<br />Aux load "?psf
<br />First Floor live load" 100psf
<br />Dead load = l07psf
<br />Aux load " ~.~~f_
<br />rleer Live' Leaa - 1~
<br />Deae Laae - 'psf
<br />^'=!)f ~eaa . - "fi'sf
<br />Equip & Mech Mezz Live load "l~~psf
<br />Oead load " 10 psf
<br />Aux load "-5 psf
<br />
<br />A
<br />A Itoberts
<br />
<br />CONSTRUCTION ASSOCIATES, INC
<br />A
<br />
<br />849 E. WASHINGroN AVE
<br />MADISON. WI 53703
<br />(608) 257.{)5()()
<br />
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<br />605 Knightsbridge Rd..' Waunakee,Wi...53597
<br />Phone: 608-849-7877 . Fax: 608-849-7899
<br />
<br />PROJECT:
<br />
<br />S1 PAUlS lJlERTV CMUICH
<br />. . .'. . .. . ..
<br />
<br />lOCATION:
<br />
<br />3'* OAK PARI 10
<br />I&lflElD, "
<br />
<br />SHEET TITlE:
<br />
<br />STR1ICTUIAl PLAtS
<br />
<br />APPRVD BY:
<br />
<br />DATE:.
<br />,,-ZP.<:t'l
<br />
<br />SCALE:
<br />M>~~
<br />
<br />DRAWING NO:
<br />T98'D4
<br />
<br />SHEET NO:
<br />
<br />8-1
<br />
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