Martinsville Elementary Maintenance Storage Building — As-Built

MSD of Martinsville · 3555 Centennial Rd, Martinsville, IN · 24'×36'×12' Graber post-frame (contract #77537) · Built by GT Investments, LLC · Plans by D B Tarr and Company

New here? Start with How to use this site (with pictures). Inventory: 13 confirmed, 13 ASSUMED, 9 TO BE FIELD VERIFIED. Anything flagged ASSUMED or TO BE FIELD VERIFIED is not confirmed.
Truss conflict (flagged, not changed): the 3D viewer shows 4/12 gable trusses (contract "Roof: Gable, 4/12 Pitch", A100 section). The same contract also says "Truss Type: Flat". Confirm with Graber / truss drawings.

3D Model

As-built viewer (left panel: Walls → Exterior / Interior, one Roof toggle, one Ceiling toggle, plus Structure and Concrete). The original renderings viewer is unchanged.

Open as-built viewer full screenOpen existing renderings viewer

As-Built Inventory

IDItemQtyBrand / ModelColor / FinishProduct / ManualLocationStatusSource
G-01Post-frame storage building, 24'x36'x12', 864 SF, Type V-B1 eaGraber Post Buildings post-frame (contract #77537)See rows belowhttps://www.graberpost.com https://www.graberpost.com/wp-content/uploads/2020/12/custom-building-options-from-graber-post-building.pdfMartinsville Elementary, 3555 Centennial Rd, Martinsville IN 46151 (Conap/ComCheck)CONFIRMEDGraber contract #77537 (signed 8/18/2026); Conap DBT; ComCheck
G-02Site location - building corners (State Plane coords, pts 1112/1113) and FFE 677.501 eaDLZ Indiana civil set-Pt 1112 E1540703.124 N3160707.964; pt 1113 E1540727.249 N3160744.089 ("POLE BARN"); FFE 677.50 (C3.6)CONFIRMEDDLZ civil set C2.6/C2.9/C3.6 (in Full Plan Set / State Submittal)
G-03IDHS Construction Design Release filing - DHS project 4634971 eaState Form 37318-https://www.in.gov/dhs/Owner recordsCONFIRMEDFiling Receipt; Conap DBT
F-01Laminated posts, 3-ply 2x6 nail-lam columns, 8' o.c. eave & endwall16 eaGraber 3-ply 2x6 nail-lam (species/treatment not stated)-https://www.graberpost.comPerimeter, S100 tags P1ASSUMEDGraber contract #77537 (signed 8/18/2026); S100 Foundation (8/19/2026)
F-02Precast concrete cookie (footing pad) under each post16 eaPrecast-Bottom of each post holeASSUMEDGraber contract #77537 (signed 8/18/2026); S100 Foundation (8/19/2026)
F-03Post-hole concrete collar + (2) #5 x 15" rebar per post16 eaContract: 80# Sackrete; S100: 160# Quikcrete-https://www.quikrete.comEach post holeASSUMEDGraber contract #77537 (signed 8/18/2026); S100 Foundation (8/19/2026)
F-04Slab-on-grade 24x36, 4000 psi, 4 mil vapor retarder, WWF1 eaReady-mix (supplier TO BE FIELD VERIFIED)Plain concreteBuilding interiorASSUMEDGraber contract #77537 (signed 8/18/2026); S100 Foundation (8/19/2026)
F-05Exterior aprons 12x5 (2) and 5x5 (1)3 eaReady-mixPlain concreteAt overhead doors 100B/100C and walk door 100AASSUMEDGraber contract #77537 (signed 8/18/2026)
F-06Perimeter insulation 2' of 2" Styrofoam around edge of building1 lotStyrofoam (brand TO BE FIELD VERIFIED)-Slab perimeterCONFIRMEDGraber contract #77537 (signed 8/18/2026)
F-07Concrete maintenance strip around building (civil)1 lotDLZ civil key 21-Around building, pts 1104-1111 (C2.9)TO BE FIELD VERIFIEDDLZ civil set C2.6/C2.9/C3.6 (in Full Plan Set / State Submittal)
S-01Pre-engineered wood roof trusses, 24' span @ 48" o.c., 4/12 gable, 1' overhang; DL 8 / SL 20 / LL 20 psf10 eaTruss maker TO BE FIELD VERIFIED (A100: member sizing by others)-Truss drawings - not on file (TO BE FIELD VERIFIED)Roof framing, bearing on double 2x12 headersASSUMEDGraber contract #77537 (signed 8/18/2026); A100 Floor Plan/Life Safety/Sections (8/19/2026)
S-02SYP 2x12 double truss supports / continuous header2 runSouthern Yellow Pine 2x12 (double)-Both eave walls at truss bearingCONFIRMEDGraber contract #77537 (signed 8/18/2026); A100 Floor Plan/Life Safety/Sections (8/19/2026)
S-03Roof purlins, spruce 2x4 @ 2' o.c.1 lotSpruce 2x4-Top of trussesCONFIRMEDGraber contract #77537 (signed 8/18/2026)
S-04Wall girts / nailers, spruce 2x41 lotSpruce 2x4-WallsASSUMEDGraber contract #77537 (signed 8/18/2026); A100 Floor Plan/Life Safety/Sections (8/19/2026)
S-05Skirtboard, 2 rows 2x6 tongue & groove1 lot2x6 T&G (treatment TO BE FIELD VERIFIED)-Base of wallsCONFIRMEDGraber contract #77537 (signed 8/18/2026)
S-06Fascia gutterboard 2x6 and 2x6 fly rafters1 lot2x6-Eaves and gablesCONFIRMEDA100 Floor Plan/Life Safety/Sections (8/19/2026)
E-01Roof panels G-Rib 40-yr 29 ga1 lotGraber Post G-Rib (Ag Panel), 36" coverage, 3/4" ribGPB Clay (ASSUMED per viewer/Reed 9/9/26; contract: colors to be determined)https://www.graberpost.com/building-supplies/ag-panel https://www.dutchtech.com/installation-instructions/RoofASSUMEDGraber contract #77537 (signed 8/18/2026); Renderings viewer v3 notes (cite Reed Tarr email 9/9/2026 fwd DLZ 9/8/2026; that email is not in the dbt@ inbox)
E-02Therma-Guard condensation/radiant barrier under roof panels1 lotTherma-Guard (DutchTech)Reflectivehttps://www.dutchtech.com https://www.dutchtech.com/installation-instructions/Under roof panels on purlinsCONFIRMEDGraber contract #77537 (signed 8/18/2026)
E-03Ridge cap G-Rib 14" w/ vented roll1 lotGraber G-Rib ridge cap 14", vented closureClay (ASSUMED)https://www.graberpost.com/building-supplies/ag-panelRidgeCONFIRMEDGraber contract #77537 (signed 8/18/2026); A100 Floor Plan/Life Safety/Sections (8/19/2026)
E-04Polycarbonate skylight panels (SunTuf)2 eaPalram SUNTUFClear (TO BE FIELD VERIFIED)https://www.palram.com/us/product/suntuf-diy-polycarbonate-corrugated-sheets/ https://www.palram.com/us/downloads/Roof, one each slope (A100 roof plan)TO BE FIELD VERIFIEDA100 Floor Plan/Life Safety/Sections (8/19/2026)
E-05Snowguard, 1 row per side2 rowBrand/model TO BE FIELD VERIFIED-Both roof slopes above eavesCONFIRMEDGraber contract #77537 (signed 8/18/2026)
E-06Seamless gutters 6" incl. accessories + downspouts1 lot6" seamless (downspouts 3x4 / qty 4 ASSUMED)Clay (ASSUMED)Both eavesASSUMEDGraber contract #77537 (signed 8/18/2026); Renderings viewer v3 notes (cite Reed Tarr email 9/9/2026 fwd DLZ 9/8/2026; that email is not in the dbt@ inbox)
E-07Soffit G-Rib, 1' overhang all sides; trim painted standard color1 lotGraber G-Rib soffit; painted trimSoffit/fascia Clay, trim Stone (ASSUMED)https://www.graberpost.com/building-supplies/ag-panelEaves & gablesASSUMEDGraber contract #77537 (signed 8/18/2026); Renderings viewer v3 notes (cite Reed Tarr email 9/9/2026 fwd DLZ 9/8/2026; that email is not in the dbt@ inbox)
E-08Siding Board & Batten 10" 26 ga over house wrap and 7/16" OSB1 lotGraber Board & Batten 10" 26 gaGPB Stone (ASSUMED)https://www.graberpost.comAll exterior wallsASSUMEDGraber contract #77537 (signed 8/18/2026); Renderings viewer v3 notes (cite Reed Tarr email 9/9/2026 fwd DLZ 9/8/2026; that email is not in the dbt@ inbox)
E-09House wrap (WRB)1 lotBrand TO BE FIELD VERIFIED-Behind sidingTO BE FIELD VERIFIEDGraber contract #77537 (signed 8/18/2026)
E-10Wainscot Affinity Stone, 3' high, with ice & water1 lotAffinity Stone Cliff Ledge (profile/color ASSUMED)Redwood (ASSUMED)https://www.affinitystone.com https://www.affinitystone.com/wp-content/uploads/2024/09/INSTRUCTIONS-Affinity-Installation-Guide.pdfBase of all wallsASSUMEDGraber contract #77537 (signed 8/18/2026); A100 Floor Plan/Life Safety/Sections (8/19/2026); Renderings viewer v3 notes (cite Reed Tarr email 9/9/2026 fwd DLZ 9/8/2026; that email is not in the dbt@ inbox)
E-11Fasteners: Woodbinder painted galvanized screws1 lotWoodbinderPainted to matchRoof and wall panelsCONFIRMEDGraber contract #77537 (signed 8/18/2026)
E-12UV-printed Graber Post Buildings logo1 eaGraberMatched to buildingExterior (TO BE FIELD VERIFIED)TO BE FIELD VERIFIEDGraber contract #77537 (signed 8/18/2026) (T&C 31)
D-01Overhead doors 100B & 100C, 10'x10', 12" standard radius track2 eaC.H.I. Overhead Doors Model 3216 (2" insulated steel sandwich)Contract: White standard polyester; viewer: Stone (ASSUMED)https://www.chiohd.com/architects/specifications-drawings https://www.bartondoor.com/uploads/product-manuals/documents/CHI-COM-Doors-10_-com-instructions_5-7-2018.pdfFront endwall (100B, 100C)ASSUMEDGraber contract #77537 (signed 8/18/2026); A100 Floor Plan/Life Safety/Sections (8/19/2026)
D-02Overhead door operators2 eaLiftMaster (A100); model TO BE FIELD VERIFIED; contract "Operator--10'"-https://www.liftmaster.com LiftMaster manual for installed model - TO BE FIELD VERIFIEDOn each overhead doorTO BE FIELD VERIFIEDA100 Floor Plan/Life Safety/Sections (8/19/2026); Graber contract #77537 (signed 8/18/2026)
D-03Walk door 100A, 3'-0"x7'-0"1 eaA100: hollow metal door w/ masonry frame; Contract: 30/70 commercial door w/ glass & hardware, whiteWhite (contract)Front/side wall per A100TO BE FIELD VERIFIEDA100 Floor Plan/Life Safety/Sections (8/19/2026); Graber contract #77537 (signed 8/18/2026)
D-04Walk door hardware1 eaA100: leverset w/ SFIC keyed to school system; Contract: door knob keyed-Door 100ATO BE FIELD VERIFIEDA100 Floor Plan/Life Safety/Sections (8/19/2026); Graber contract #77537 (signed 8/18/2026)
M-01Electrical service / lighting / receptacles0 -None in Graber scope; ComCheck: "No lighting fixtures specified"--TO BE FIELD VERIFIEDGraber contract #77537 (signed 8/18/2026); ComCheck
M-022" conduit for future outbuilding power, capped, pull string, flagged1 eaPer DLZ C2.6 note-From Electrical Room B121 (12" AFF) to approx. location near buildingTO BE FIELD VERIFIEDDLZ civil set C2.6/C2.9/C3.6 (in Full Plan Set / State Submittal)
M-03Insulation / HVAC / plumbing / floor drains0 -None (contract: no insulation, Floor Drains: None, HVAC/plumbing excluded)--CONFIRMEDGraber contract #77537 (signed 8/18/2026); ComCheck

Warranties

Graber contract terms 17/24/28: Graber corrects deficiencies; written defect claims within 30 days after Substantial Completion; actions within 1 year. Third-party product warranties come from the makers. Substantial Completion date TO BE FIELD VERIFIED.
IDItemWarrantyStatus
G-01Post-frame storage building, 24'x36'x12', 864 SF, Type V-BGraber: correct deficiencies; claims in writing within 30 days and actions within 1 yr of Substantial Completion (contract T&C 17, 24, 28). Substantial Completion date TO BE FIELD VERIFIEDCONFIRMED
F-01Laminated posts, 3-ply 2x6 nail-lam columns, 8' o.c. eave & endwallGraber workmanship per G-01ASSUMED
E-01Roof panels G-Rib 40-yr 29 gaPanel paint "40 Yr" per product name; GPB written terms TO BE FIELD VERIFIEDASSUMED
E-02Therma-Guard condensation/radiant barrier under roof panelsManufacturer terms TO BE FIELD VERIFIEDCONFIRMED
E-04Polycarbonate skylight panels (SunTuf)Palram limited warranty TO BE FIELD VERIFIEDTO BE FIELD VERIFIED
E-08Siding Board & Batten 10" 26 ga over house wrap and 7/16" OSBPanel paint terms TO BE FIELD VERIFIEDASSUMED
E-10Wainscot Affinity Stone, 3' high, with ice & waterManufacturer terms TO BE FIELD VERIFIEDASSUMED
D-01Overhead doors 100B & 100C, 10'x10', 12" standard radius trackManufacturer limited warranty TO BE FIELD VERIFIEDASSUMED
D-02Overhead door operatorsManufacturer terms TO BE FIELD VERIFIEDTO BE FIELD VERIFIED

Subcontractors & Suppliers

IDItemSubcontractor / Supplier
G-01Post-frame storage building, 24'x36'x12', 864 SF, Type V-BGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
G-02Site location - building corners (State Plane coords, pts 1112/1113) and FFE 677.50DLZ Indiana, LLC (civil)
G-03IDHS Construction Design Release filing - DHS project 463497DB Tarr & Co. (Daniel B. Tarr, PE10100918)
F-01Laminated posts, 3-ply 2x6 nail-lam columns, 8' o.c. eave & endwallGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer) / labor subcontractor (name TO BE FIELD VERIFIED)
F-02Precast concrete cookie (footing pad) under each postLabor subcontractor (TO BE FIELD VERIFIED)
F-03Post-hole concrete collar + (2) #5 x 15" rebar per postLabor subcontractor (TO BE FIELD VERIFIED)
F-04Slab-on-grade 24x36, 4000 psi, 4 mil vapor retarder, WWFConcrete subcontractor (TO BE FIELD VERIFIED)
F-05Exterior aprons 12x5 (2) and 5x5 (1)Concrete subcontractor (TO BE FIELD VERIFIED)
F-06Perimeter insulation 2' of 2" Styrofoam around edge of buildingConcrete subcontractor
F-07Concrete maintenance strip around building (civil)Site contractor (TO BE FIELD VERIFIED)
S-01Pre-engineered wood roof trusses, 24' span @ 48" o.c., 4/12 gable, 1' overhang; DL 8 / SL 20 / LL 20 psfGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer) (truss supplier TO BE FIELD VERIFIED)
S-02SYP 2x12 double truss supports / continuous headerGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
S-03Roof purlins, spruce 2x4 @ 2' o.c.Graber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
S-04Wall girts / nailers, spruce 2x4Graber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
S-05Skirtboard, 2 rows 2x6 tongue & grooveGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
S-06Fascia gutterboard 2x6 and 2x6 fly raftersGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
E-01Roof panels G-Rib 40-yr 29 gaGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
E-02Therma-Guard condensation/radiant barrier under roof panelsGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
E-03Ridge cap G-Rib 14" w/ vented rollGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
E-04Polycarbonate skylight panels (SunTuf)Graber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer) (TO BE FIELD VERIFIED)
E-05Snowguard, 1 row per sideGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer) guttering subcontract
E-06Seamless gutters 6" incl. accessories + downspoutsGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer) guttering subcontract (name TO BE FIELD VERIFIED)
E-07Soffit G-Rib, 1' overhang all sides; trim painted standard colorGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
E-08Siding Board & Batten 10" 26 ga over house wrap and 7/16" OSBGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
E-09House wrap (WRB)Graber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
E-10Wainscot Affinity Stone, 3' high, with ice & waterGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
E-11Fasteners: Woodbinder painted galvanized screwsGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
E-12UV-printed Graber Post Buildings logoGraber Post Buildings, Inc (Montgomery, IN, 812-636-7355; preparer Darrell Wittmer)
D-01Overhead doors 100B & 100C, 10'x10', 12" standard radius trackDoor subcontractor/dealer TO BE FIELD VERIFIED
D-02Overhead door operatorsDoor subcontractor/dealer TO BE FIELD VERIFIED
D-03Walk door 100A, 3'-0"x7'-0"Labor subcontractor
D-04Walk door hardwareSchool / hardware TO BE FIELD VERIFIED
M-01Electrical service / lighting / receptaclesOwner / MSD electrical (TO BE FIELD VERIFIED)
M-022" conduit for future outbuilding power, capped, pull string, flaggedSchool site electrical contractor (TO BE FIELD VERIFIED)

Maintenance

IDItemMaintenance notes
G-01Post-frame storage building, 24'x36'x12', 864 SF, Type V-BAnnual walk-around: fasteners, trim, grade sloping away from posts.
G-02Site location - building corners (State Plane coords, pts 1112/1113) and FFE 677.50Keep grade per C3.6; do not pile material against siding.
G-03IDHS Construction Design Release filing - DHS project 463497Keep release letter with this packet. Release letter itself not on file - TO BE FIELD VERIFIED
F-01Laminated posts, 3-ply 2x6 nail-lam columns, 8' o.c. eave & endwallInspect post bases at grade for rot/damage each spring; keep soil/mulch below skirtboard.
F-04Slab-on-grade 24x36, 4000 psi, 4 mil vapor retarder, WWFSeal/clean as needed; patch cracks; no drains in floor (Floor Drains: None).
F-05Exterior aprons 12x5 (2) and 5x5 (1)Keep joints sealed; watch for undermining at edges.
F-07Concrete maintenance strip around building (civil)Keep clear; check for settlement.
S-01Pre-engineered wood roof trusses, 24' span @ 48" o.c., 4/12 gable, 1' overhang; DL 8 / SL 20 / LL 20 psfNever hang loads from trusses without truss engineer approval; inspect bracing.
S-02SYP 2x12 double truss supports / continuous headerInspect connections annually.
S-05Skirtboard, 2 rows 2x6 tongue & grooveKeep grade/soil off skirtboard.
E-01Roof panels G-Rib 40-yr 29 gaSpring/fall: check screws & washers, clear debris, look for scratches/rust; do not walk ribs carelessly.
E-02Therma-Guard condensation/radiant barrier under roof panelsReport drips/tears; no insulation otherwise ("No insulation included").
E-03Ridge cap G-Rib 14" w/ vented rollCheck vent closure for nests/debris annually.
E-04Polycarbonate skylight panels (SunTuf)Do not step on panels; clean with mild soap; check fasteners.
E-05Snowguard, 1 row per sideCheck clips after heavy snow.
E-06Seamless gutters 6" incl. accessories + downspoutsClean spring & fall; keep downspout outlets clear and splash-out away from posts.
E-07Soffit G-Rib, 1' overhang all sides; trim painted standard colorLook for loose trim after storms.
E-08Siding Board & Batten 10" 26 ga over house wrap and 7/16" OSBWash annually; touch up scratches with GPB touch-up paint.
E-10Wainscot Affinity Stone, 3' high, with ice & waterRinse; do not pressure-wash at close range; check wainscot cap.
E-11Fasteners: Woodbinder painted galvanized screwsRe-tighten/replace backed-out screws.
D-01Overhead doors 100B & 100C, 10'x10', 12" standard radius trackQuarterly: lube rollers/hinges/springs, check cables; springs by trained tech only. Spec sheet: https://www.chiohd.com/hubfs/Professional/Specs/Commercial/3216-Data-Sheet.pdf
D-02Overhead door operatorsMonthly: test photo-eye and auto-reverse.
D-03Walk door 100A, 3'-0"x7'-0"Adjust closer/hinges; keep threshold clear.
D-04Walk door hardwareKeep SFIC core records with MSD maintenance.
M-022" conduit for future outbuilding power, capped, pull string, flaggedLocate before digging; record termination on electrical record drawings.
M-03Insulation / HVAC / plumbing / floor drainsComCheck envelope shows FAILS (uninsulated, unconditioned storage).

Drawings

AB-1
AB-1 As-Built Key Plan (Arch D, PDF)
AB-2
AB-2 As-Built Section & Conflicts (Arch D, PDF)

Source Conflicts

IDItemConflict / note
G-01Post-frame storage building, 24'x36'x12', 864 SF, Type V-BDrawing title block zip reads 47151; Conap/ComCheck read 46151. Occupancy S-1 (A100 8/19, Conap) vs U (A100 in Full Plan Set).
G-02Site location - building corners (State Plane coords, pts 1112/1113) and FFE 677.50Viewer site.json says no site plan exists - civil set does locate it (viewer not changed).
F-01Laminated posts, 3-ply 2x6 nail-lam columns, 8' o.c. eave & endwallQty 16 counted from 8' spacing; S100 P1 tags TO BE FIELD VERIFIED.
F-02Precast concrete cookie (footing pad) under each postContract 15" cookie; S100 detail 16". Qty follows F-01.
F-03Post-hole concrete collar + (2) #5 x 15" rebar per postBag weight/brand conflict 80# Sackrete vs 160# Quikcrete.
F-04Slab-on-grade 24x36, 4000 psi, 4 mil vapor retarder, WWFThickness: contract 6" vs S100 4". WWF note W1.9 vs detail W2.9. Fine aggregate/rock base: contract 40 ton.
F-05Exterior aprons 12x5 (2) and 5x5 (1)Sizes confirmed in contract; locations ASSUMED (viewer). Thickness per S100 ext. slab section TO BE FIELD VERIFIED.
F-07Concrete maintenance strip around building (civil)Shown on civil set; not in Graber scope. Built?
S-01Pre-engineered wood roof trusses, 24' span @ 48" o.c., 4/12 gable, 1' overhang; DL 8 / SL 20 / LL 20 psfCONFLICT: contract also lists "Truss Type: Flat" while roof is "Gable, 4/12 Pitch"; viewer models 4/12. Flagged, not changed. Qty 10 = 36'/4'+1 ASSUMED.
S-02SYP 2x12 double truss supports / continuous headerA100: "Truss Bears @ 10'-0" A.F.F." note vs ceiling height 12' and elevations "Truss Bearing 12'-0"" - TO BE FIELD VERIFIED.
S-04Wall girts / nailers, spruce 2x4Spacing conflict: contract 2' o.c.; A100 section "2x4 Nailers @ 16" o/c".
E-01Roof panels G-Rib 40-yr 29 gaColor ASSUMED.
E-04Polycarbonate skylight panels (SunTuf)Shown on A100 roof plan only - not in Graber contract. Installed? qty/size TO BE FIELD VERIFIED.
E-06Seamless gutters 6" incl. accessories + downspoutsDownspout size/qty/color ASSUMED (viewer).
E-07Soffit G-Rib, 1' overhang all sides; trim painted standard colorColors ASSUMED.
E-08Siding Board & Batten 10" 26 ga over house wrap and 7/16" OSBColor ASSUMED.
E-09House wrap (WRB)Brand not stated.
E-10Wainscot Affinity Stone, 3' high, with ice & waterWainscot type confirmed; Cliff Ledge Redwood per viewer only.
E-12UV-printed Graber Post Buildings logoInstalled? location TO BE FIELD VERIFIED.
D-01Overhead doors 100B & 100C, 10'x10', 12" standard radius trackWindows: contract "2283 Series - 5" vs A100 "One-Row Glass". Color conflict white vs Stone.
D-02Overhead door operatorsModel and controls (wall station/remotes) TO BE FIELD VERIFIED.
D-03Walk door 100A, 3'-0"x7'-0"CONFLICT: 30/70 (2'6" glass commercial) vs 3'0" hollow metal (A100). Which was installed?
D-04Walk door hardwareLever+SFIC vs keyed knob.
M-01Electrical service / lighting / receptaclesIs there power? Any fixtures installed?
M-022" conduit for future outbuilding power, capped, pull string, flaggedFinal routing/termination TO BE FIELD VERIFIED.

Open Questions

  1. Trusses: contract reads "Truss Type: Flat" but the roof is "Gable, 4/12 Pitch" and the viewer models 4/12 trusses. Is "Flat" Graber's term for a standard (non-scissor) bottom chord? Please send the truss drawings.
  2. Walk door 100A: was it the 30/70 commercial glass door with keyed knob (contract) or 3'-0" hollow metal with SFIC leverset (A100)?
  3. Slab thickness and mesh: contract 6", S100 4" (and W1.9 vs W2.9 WWF). What was poured?
  4. Footings: 15" cookie + 80# Sackrete (contract) or 16" cookie + 160# Quikcrete + 2 #5 bars (S100)?
  5. Girt spacing: 2' o.c. (contract) or 16" o.c. (A100)?
  6. Truss bearing height: A100 note says 10'-0" A.F.F.; elevations say 12'-0".
  7. Colors: confirm roof/fascia/soffit Clay, siding/trim/doors Stone, Affinity Cliff Ledge Redwood (Reed 9/9/26 email is not in the dbt@ inbox), gutter color, and overhead door color (contract says white).
  8. SunTuf skylights shown on A100: installed? How many and what size/color?
  9. Overhead doors: window section (2283 Series, 5 lites vs one row), LiftMaster operator model, remotes/wall stations.
  10. Subcontractor names and phone numbers: Graber labor crew, guttering, concrete, overhead door dealer.
  11. Substantial Completion date (warranty start) and any Graber/manufacturer warranty certificates.
  12. Electrical: any power, lights or receptacles in the building? Was the 2" future-power conduit from Room B121 installed, and where does it end?
  13. Zip code: drawings say 47151, Conap/ComCheck say 46151. Occupancy U (Full Plan Set A100) vs S-1 (8/19 A100, Conap).
  14. IDHS design release letter for DHS project 463497 - please send for the file. Any Graber logo installed?
  15. No storage-building invoices or emails were found in the dbt@mail.grokbot.com inbox - are there any to add?

Downloads

O&M packet (PDF)Inventory (XLSX)Inventory (CSV)