DraftTakeoff — Maple Street Community Hall

Measured lines

every line traceable to a sheet in the workbook's Backup

Trades covered

Architectural, Electrical, Sitework, HVAC, Plumbing, Structural

Indicative range AACE Class 5 basis

$784k – $1.0M

working range ±12% — each line's rate low/high combined root-sum-square with a 30% market-wide component (arithmetic gave ±8%; floored — tighter than our evidence supports); 82 of 90 lines carry a rate — a reference band, not a quote; your prices in the workbook drive the real total

$784k$1.0M

your unit costs in the workbook decide where in this band the job lands — no single figure is claimed

Confidence mix

HIGH 43 · MED 30 · LOW 17 — the weight says where your review time is worth spending, not how accurate a number is

Project value at a glance

Trade mix

Indicative value share by trade — built from the same reference rates seeded in the workbook (orange cells). Your prices replace them.

Architectural 37%

Structural 33%

HVAC 10%

Sitework 10%

Electrical 6%

Plumbing 5%

Lines per trade

Architectural46 lines · 51%

Structural23 lines · 26%

Electrical7 lines · 8%

Sitework6 lines · 7%

Plumbing5 lines · 6%

HVAC3 lines · 3%

Cost drivers — check these lines first

The few lines carrying most of the indicative value (Pareto). Verifying these quantities and pricing them carefully moves your quote more than everything else combined.

18 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psiStructural · 2,762 SF$84kcum 13%

2Rooftop unit, 7.5 ton gas/electric, with curbHVAC · 2 EA$42kcum 20%

3Sanitary sewer, 6 in, to main, including 2 manholesSitework · 220 LF$31kcum 25%

4Open web steel joists 24K7, 40 ft 0 in spanStructural · 7,458 LB$25kcum 29%

5TPO single ply roof membrane, 60 mil, mechanically fastenedArchitectural · 3,200 SF$23kcum 32%

6Face brick veneer, 3-5/8 in, running bond, to 3'-4 above finished floorArchitectural · 726.67 SF$22kcum 36%

7Steel roof deck, 1-1/2 in type B, 22 gaugeStructural · 3,200 SF$22kcum 39%

8Polyisocyanurate roof insulation R-30, two layers staggeredArchitectural · 3,200 SF$18kcum 42%

9Kitchen extract hood, 10 ft, with fire suppressionHVAC · 1 EA$16kcum 45%

10Concrete slab on grade, 5 in thick, 4,000 psiStructural · 49.38 CY$16kcum 47%

Measured quantities

# ↕	Trade ↕	Item ↕	Qty ↕	Unit	Sheet ↕	Confidence ↕
1	Architectural	Concrete masonry unit parapet upstand above eave, 8 in, from 14'-0 to 15'-6 Masonry	360	SF	G-001 project data (parapet height 15'-6); A-201 elevations; A-301	LOW
	BASIS TO CONFIRM: the elevations and the building section show the wall continuing above the 14'-0 eave to a 15'-6 parapet, and no sheet says what that upstand is built of - there is no parapet detail, no cap flashing detail and no note. It is carried as the same 8 in fully grouted CMU, 240'-0 long x 1'-6 high, painted on the outer face under keynote 2. No opening touches this line because every scheduled door and window head is at or below 10'-0, well under the 14'-0 eave. Confirm the parapet construction, whether it is insulated, and whether the inner face is finished. Basis of Measurement rule W5: nothing is deducted for a stiffener column, a bond beam or a lintel inside the wall, because the set draws and schedules none - there is no lintel schedule on any sheet, architectural or structural, and no opening head detail. Basis to confirm (RFI-001): no sheet states what the parapet above the 14'-0 eave is built of; it is carried as the same 8 in fully grouted CMU wall that the elevations show continuing above the brick band, with no brick and no cavity insulation above the eave, from another part of this drawing set.
2	Architectural	Face brick veneer, 3-5/8 in, running bond, to 3'-4 above finished floor Masonry	726.67	SF	A-401 wall type W1; A-201 elevation keynote 1	HIGH
	The storefront pair and the sectional overhead door start at floor level, so each runs through the whole 3'-4 brick band and is deducted at its full width x the band height. No window is deducted: the south elevation draws the windows clear above the band and the W1 sill scales at about 4'-2 above finished floor, above the 3'-4 band. No window sill height is dimensioned anywhere in the set. Basis of Measurement rule W5: nothing is deducted for a stiffener column, a bond beam or a lintel inside the wall, because the set draws and schedules none - there is no lintel schedule on any sheet, architectural or structural, and no opening head detail. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 2 D1 'Aluminum storefront door, pair, 6'-0 x 7'-0, insulated glazing' and the plan draws 1; 'Face brick veneer, 3-5/8 in, running bond, to 3'-4 above finished floor' deducts 2, 'Metal furring to interior face of exterior wall, lobby, kitchen and toilets' deducts 2, 'Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets' deducts 2, 'Paint to exterior concrete masonry above brick band, two coats over primer' deducts 2, '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 2 - please confirm where the other one is drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 2.
3	Architectural	Rigid board insulation R-13 in exterior wall cavity, continuous Thermal and Moisture Protection	2,786	SF	A-401 wall type W1; A-301 section notes	LOW
	BASIS TO CONFIRM: carried over the full exterior wall area to the eave, net of openings over 10.8 SF. If the insulated cavity exists only behind the 3'-4 brick band, as one reading of the A-301 note allows, this line falls to about 731.9 SF. Nothing above the eave is insulated because the parapet build-up is not stated. Basis to confirm (RFI-002): A-401 calls the R-13 rigid insulation continuous but draws no wall section, so the set does not say whether it stops at the top of the 3'-4 brick band or runs the full wall height; it is carried over the full wall to the eave, the only reading under which the wall has a continuous thermal layer, from our stated measurement convention.
4	Architectural	Stainless steel brick veneer ties Masonry	408.75	ea	A-401 wall type W1	LOW
	BASIS TO CONFIRM: the horizontal tie spacing is not printed anywhere in the set. Taken at 16 in o.c. horizontally to match the printed 16 in o.c. vertical spacing. The quantity is the brick veneer area divided by that grid. Basis to confirm (RFI-003): A-401 prints the 16 in o.c. vertical tie spacing but no horizontal spacing; 16 in o.c. horizontally is used, giving one tie per 16 in x 16 in of veneer, from our stated measurement convention.
5	Architectural	Masonry control joint, full height of wall including parapet, sealed both faces Masonry	217	LF	G-002 general note 7	LOW
	BASIS TO CONFIRM: no control joint is located on any sheet. The count follows the printed rule - 24'-0 maximum spacing around the 240'-0 perimeter, plus one at each corner - and each joint is measured the full 15'-6 height of the wall and parapet. Basis to confirm (RFI-004): G-002 note 7 sets the maximum spacing and requires a joint at every corner, but no control joint is drawn or located on any plan or elevation; the count is the minimum that satisfies the printed note, from a published standard.
6	Architectural	TPO single ply roof membrane, 60 mil, mechanically fastened Thermal and Moisture Protection	3,200	SF	A-401 roof assembly R1; A-301 section notes	HIGH
	Basis of Measurement rule RF1/RF2: the set gives no roof slope, so the area is the projected roof plan over the printed footprint and is reported as projected, with no slope factor. No parapet upstand, base flashing or termination detail is drawn, so nothing is added for the turn-up at the 1'-6 parapet.
7	Architectural	Polyisocyanurate roof insulation R-30, two layers staggered Thermal and Moisture Protection	3,200	SF	A-401 roof assembly R1; A-301 section notes	HIGH
	Basis of Measurement rule RF1/RF2: the set gives no roof slope, so the area is the projected roof plan over the printed footprint and is reported as projected, with no slope factor. No parapet upstand, base flashing or termination detail is drawn, so nothing is added for the turn-up at the 1'-6 parapet.
8	Architectural	Vapor retarder under roof insulation Thermal and Moisture Protection	3,200	SF	A-401 roof assembly R1; A-301 section notes	MED
	Basis of Measurement rule RF1/RF2: the set gives no roof slope, so the area is the projected roof plan over the printed footprint and is reported as projected, with no slope factor. No parapet upstand, base flashing or termination detail is drawn, so nothing is added for the turn-up at the 1'-6 parapet.
9	Architectural	Prefinished metal coping to parapet Thermal and Moisture Protection	240	LF	A-201 elevation keynote 3	MED
	Measured on the 240'-0 parapet perimeter. The coping width is not drawn or dimensioned - there is no parapet detail in the set - so this line is a length only; confirm the girth before pricing.
10	Architectural	Aluminum storefront door, pair, 6'-0 x 7'-0, insulated glazing Openings	2	ea	A-601 door schedule, mark D1	HIGH
	Quantity taken from the QTY column of the A-601 schedule, which is the only place in the set that states how many there are. The floor plan draws fewer symbols than the schedules list - 12 window openings and 7 door openings are drawn on A-101 against 20 windows and 12 doors scheduled - so the plan has been used for position only. See the open questions. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 2 D1 'Aluminum storefront door, pair, 6'-0 x 7'-0, insulated glazing' and the plan draws 1; 'Face brick veneer, 3-5/8 in, running bond, to 3'-4 above finished floor' deducts 2, 'Metal furring to interior face of exterior wall, lobby, kitchen and toilets' deducts 2, 'Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets' deducts 2, 'Paint to exterior concrete masonry above brick band, two coats over primer' deducts 2, '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 2 - please confirm where the other one is drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 2, 1.
11	Architectural	Hollow metal door, single, 3'-0 x 7'-0, 90 minute fire rated, with frame Openings	4	ea	A-601 door schedule, mark D2	HIGH
	Quantity taken from the QTY column of the A-601 schedule, which is the only place in the set that states how many there are. The floor plan draws fewer symbols than the schedules list - 12 window openings and 7 door openings are drawn on A-101 against 20 windows and 12 doors scheduled - so the plan has been used for position only. See the open questions. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 4 D2 'Hollow metal door, single, 3'-0 x 7'-0, 90 minute fire rated, with frame' and the plan draws 3; 'Interior partition framing, 3-5/8 in metal stud at 16 in o.c., full height to underside of roof structure' deducts 4 - please confirm where the other one is drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 4, 3.
12	Architectural	Solid core wood door, 3'-0 x 7'-0, in hollow metal frame Openings	5	ea	A-601 door schedule, mark D3	HIGH
	Quantity taken from the QTY column of the A-601 schedule, which is the only place in the set that states how many there are. The floor plan draws fewer symbols than the schedules list - 12 window openings and 7 door openings are drawn on A-101 against 20 windows and 12 doors scheduled - so the plan has been used for position only. See the open questions. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 5 D3 'Solid core wood door, 3'-0 x 7'-0, in hollow metal frame' and the plan draws 2; 'Interior partition framing, 3-5/8 in metal stud at 16 in o.c., full height to underside of roof structure' deducts 5, 'Ceramic wall tile to 4'-0 high, toilets' deducts 4 - please confirm where the other 3 are drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 5, 2.
13	Architectural	Insulated sectional overhead door, 10'-0 x 10'-0 Openings	1	ea	A-601 door schedule, mark D4	HIGH
	Quantity taken from the QTY column of the A-601 schedule, which is the only place in the set that states how many there are. The floor plan draws fewer symbols than the schedules list - 12 window openings and 7 door openings are drawn on A-101 against 20 windows and 12 doors scheduled - so the plan has been used for position only. See the open questions.
14	Architectural	Aluminum fixed window, thermally broken, 6'-0 x 5'-0 Openings	10	ea	A-601 window schedule, mark W1	HIGH
	Quantity taken from the QTY column of the A-601 schedule, which is the only place in the set that states how many there are. The floor plan draws fewer symbols than the schedules list - 12 window openings and 7 door openings are drawn on A-101 against 20 windows and 12 doors scheduled - so the plan has been used for position only. See the open questions.
15	Architectural	Aluminum fixed window, thermally broken, 3'-0 x 5'-0 Openings	6	ea	A-601 window schedule, mark W2	MED
	Quantity taken from the QTY column of the A-601 schedule, which is the only place in the set that states how many there are. The floor plan draws fewer symbols than the schedules list - 12 window openings and 7 door openings are drawn on A-101 against 20 windows and 12 doors scheduled - so the plan has been used for position only. See the open questions. Quantity Model check: The schedule lists 6 W2 'Aluminum fixed window, thermally broken, 3'-0 x 5'-0' and none is marked on a plan of this set; 'Metal furring to interior face of exterior wall, lobby, kitchen and toilets' deducts 6, 'Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets' deducts 6, 'Paint to exterior concrete masonry above brick band, two coats over primer' deducts 6, '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 6 - please confirm where they are drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 6, 0.
16	Architectural	Aluminum awning window, 3'-0 x 2'-0, obscure glazing Openings	4	ea	A-601 window schedule, mark W3	MED
	Quantity taken from the QTY column of the A-601 schedule, which is the only place in the set that states how many there are. The floor plan draws fewer symbols than the schedules list - 12 window openings and 7 door openings are drawn on A-101 against 20 windows and 12 doors scheduled - so the plan has been used for position only. See the open questions. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 4 W3 'Aluminum awning window, 3'-0 x 2'-0, obscure glazing' and the plan draws 1; '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 4 - please confirm where the other 3 are drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 4, 1.
17	Architectural	Door hardware set HW-1: storefront pair, panic exit device, closer, threshold Openings	2	set	A-601 hardware sets	MED
	BASIS TO CONFIRM: the A-601 hardware set list names four sets and describes each, but no column ties a set to a door mark. Each set is matched to the door type its own description names, one set per scheduled door, so the set count follows the door schedule QTY.
18	Architectural	Door hardware set HW-2: rated single, lockset, closer, seals, wall stop Openings	4	set	A-601 hardware sets	MED
	BASIS TO CONFIRM: the A-601 hardware set list names four sets and describes each, but no column ties a set to a door mark. Each set is matched to the door type its own description names, one set per scheduled door, so the set count follows the door schedule QTY.
19	Architectural	Door hardware set HW-3: single, passage set, 3 hinges, wall stop Openings	5	set	A-601 hardware sets	MED
	BASIS TO CONFIRM: the A-601 hardware set list names four sets and describes each, but no column ties a set to a door mark. Each set is matched to the door type its own description names, one set per scheduled door, so the set count follows the door schedule QTY.
20	Architectural	Door hardware set HW-4: overhead door, manual chain hoist, slide bolt Openings	1	set	A-601 hardware sets	MED
	BASIS TO CONFIRM: the A-601 hardware set list names four sets and describes each, but no column ties a set to a door mark. Each set is matched to the door type its own description names, one set per scheduled door, so the set count follows the door schedule QTY.
21	Architectural	Sealed concrete floor finish, two coats penetrating sealer Finishes	2,130.75	SF	A-602 room finish schedule; finish note 4	HIGH
	Basis of Measurement rule F1: measured net between finished wall faces. The AREA SF column of the A-602 room finish schedule sums to 3,200 SF, exactly the printed 80'-0 x 40'-0 footprint, so the printed room areas are gross of wall thickness and are about 10% larger than the floor a finish is laid on. Each room here is the printed room size less the 13-5/8 in exterior wall assembly and half of each 4-7/8 in partition it abuts, both thicknesses printed on A-401.
22	Architectural	Porcelain floor tile 12x24 Finishes	442.25	SF	A-602 room finish schedule	HIGH
	Basis of Measurement rule F1: measured net between finished wall faces. The AREA SF column of the A-602 room finish schedule sums to 3,200 SF, exactly the printed 80'-0 x 40'-0 footprint, so the printed room areas are gross of wall thickness and are about 10% larger than the floor a finish is laid on. Each room here is the printed room size less the 13-5/8 in exterior wall assembly and half of each 4-7/8 in partition it abuts, both thicknesses printed on A-401.
23	Architectural	Quarry floor tile Finishes	308.05	SF	A-602 room finish schedule	HIGH
	Basis of Measurement rule F1: measured net between finished wall faces. The AREA SF column of the A-602 room finish schedule sums to 3,200 SF, exactly the printed 80'-0 x 40'-0 footprint, so the printed room areas are gross of wall thickness and are about 10% larger than the floor a finish is laid on. Each room here is the printed room size less the 13-5/8 in exterior wall assembly and half of each 4-7/8 in partition it abuts, both thicknesses printed on A-401. The coved base that the schedule names with this floor is measured on its own line.
24	Architectural	Coved quarry tile skirting base to kitchen Finishes	69.51	LF	A-602 finish note 2	MED
	Measured on the net room perimeter, less the width of each scheduled door opening in that room. The base height is not stated for the coved base; only the 4 in resilient base elsewhere carries a height.
25	Architectural	Coved porcelain tile skirting base to toilets Finishes	77.02	LF	A-602 finish note 2	MED
	Measured on the net room perimeter, less the width of each scheduled door opening in that room.
26	Architectural	Resilient skirting base, 4 in Finishes	284.58	LF	A-602 finish note 2	MED
	Finish note 2 puts a 4 in resilient base everywhere the coved base does not go. Measured on the net room perimeter, less the width of each scheduled door opening in that room. No door is scheduled into the main hall, although A-101 draws one in its east partition - see the open questions.
27	Architectural	Interior partition framing, 3-5/8 in metal stud at 16 in o.c., full height to underside of roof structure Finishes	1,715	SF	A-401 partition type P1; A-101 keynote 2	MED
	BASIS TO CONFIRM: measured on the partition center lines, 136'-0" all, at the full 14'-0 to the underside of the roof structure. A-401 says partitions run full height 'in rated walls' but no sheet identifies which walls are rated and no partition head height is dimensioned, so all are carried full height. The nine scheduled interior doors are deducted at their scheduled size. If the non-rated partitions in fact stop above the 9'-0 ceilings, this line falls by roughly a third. Basis to confirm (RFI-005): the set dimensions no partition head and A-401 identifies the walls that run to the underside of structure only as 'rated walls', without saying which walls are rated; every partition is therefore carried the full 14'-0 to the underside of the roof structure - value used 14.00 ft, from another part of this drawing set. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 5 D3 'Solid core wood door, 3'-0 x 7'-0, in hollow metal frame' and the plan draws 2; 'Interior partition framing, 3-5/8 in metal stud at 16 in o.c., full height to underside of roof structure' deducts 5, 'Ceramic wall tile to 4'-0 high, toilets' deducts 4 - please confirm where the other 3 are drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 5. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 4 D2 'Hollow metal door, single, 3'-0 x 7'-0, 90 minute fire rated, with frame' and the plan draws 3; 'Interior partition framing, 3-5/8 in metal stud at 16 in o.c., full height to underside of roof structure' deducts 4 - please confirm where the other one is drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 4.
28	Architectural	Gypsum board, 5/8 in type X, to interior partitions, both faces, taped ready to decorate Finishes	3,430	SF	A-401 partition type P1	MED
	Basis of Measurement rule W3: board is measured per face, so every run and every door deduction is entered twice. Height and door deductions as for the partition framing line. Basis to confirm (RFI-005): the set dimensions no partition head and A-401 identifies the walls that run to the underside of structure only as 'rated walls', without saying which walls are rated; every partition is therefore carried the full 14'-0 to the underside of the roof structure - value used 14.00 ft, from another part of this drawing set.
29	Architectural	Sound attenuation batt insulation in toilet and kitchen partitions Finishes	1,463	SF	A-401 partition type P1	MED
	A-401 puts sound batt in 'toilet and kitchen walls'. Measured on the partition runs that bound the kitchen, toilet 1 or toilet 2 - 112'-0 of the 136'-0 of partition - at the same full height as the partition itself, less the five doors that serve those rooms. Basis to confirm (RFI-005): the set dimensions no partition head and A-401 identifies the walls that run to the underside of structure only as 'rated walls', without saying which walls are rated; every partition is therefore carried the full 14'-0 to the underside of the roof structure - value used 14.00 ft, from another part of this drawing set.
30	Architectural	Prepare and make good exposed concrete masonry interior wall face ready to decorate, main hall, store and plant Finishes	2,288	SF	A-602 room finish schedule; A-401 wall type W1	MED
	These three rooms take the block face itself as the finish, so the measure is the interior face of the exterior wall in each, full height to the exposed roof structure. A-401 names only the hall and the store for painted CMU and puts 'furred GWB elsewhere'; the A-602 room finish schedule also gives the plant painted CMU, and the room schedule is followed room by room. Confirm which document governs the plant. Basis of Measurement rule W4: measured per face. This is the one face named; the opposite face of the same wall is measured on its own line. Basis of Measurement rule W5: nothing is deducted for a stiffener column, a bond beam or a lintel inside the wall, because the set draws and schedules none - there is no lintel schedule on any sheet, architectural or structural, and no opening head detail.
31	Architectural	Metal furring to interior face of exterior wall, lobby, kitchen and toilets Finishes	258	SF	A-401 wall type W1; A-602 room finish schedule	LOW
	A-401 puts furred gypsum board on the inside of the exterior wall everywhere except the hall and the store; the room finish schedule adds the plant to the painted-CMU rooms. Measured to the 9'-0 ceiling in these four rooms. The furring depth is not stated anywhere in the set. Quantity Model check: The schedule lists 6 W2 'Aluminum fixed window, thermally broken, 3'-0 x 5'-0' and none is marked on a plan of this set; 'Metal furring to interior face of exterior wall, lobby, kitchen and toilets' deducts 6, 'Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets' deducts 6, 'Paint to exterior concrete masonry above brick band, two coats over primer' deducts 6, '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 6 - please confirm where they are drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 6. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 2 D1 'Aluminum storefront door, pair, 6'-0 x 7'-0, insulated glazing' and the plan draws 1; 'Face brick veneer, 3-5/8 in, running bond, to 3'-4 above finished floor' deducts 2, 'Metal furring to interior face of exterior wall, lobby, kitchen and toilets' deducts 2, 'Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets' deducts 2, 'Paint to exterior concrete masonry above brick band, two coats over primer' deducts 2, '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 2 - please confirm where the other one is drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 2.
32	Architectural	Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets Finishes	258	SF	A-401 wall type W1; A-602 room finish schedule	LOW
	Same measure as the furring it is fixed to. NOTE: the A-601 schedules place two storefront pairs and three W2 windows - 21'-0 of opening - in the lobby's 14'-0 of exterior wall, which cannot all fit; the deductions are therefore taken across the four rooms together, where they still leave a positive area. See the open questions before this line is priced. Quantity Model check: The schedule lists 6 W2 'Aluminum fixed window, thermally broken, 3'-0 x 5'-0' and none is marked on a plan of this set; 'Metal furring to interior face of exterior wall, lobby, kitchen and toilets' deducts 6, 'Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets' deducts 6, 'Paint to exterior concrete masonry above brick band, two coats over primer' deducts 6, '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 6 - please confirm where they are drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 6. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 2 D1 'Aluminum storefront door, pair, 6'-0 x 7'-0, insulated glazing' and the plan draws 1; 'Face brick veneer, 3-5/8 in, running bond, to 3'-4 above finished floor' deducts 2, 'Metal furring to interior face of exterior wall, lobby, kitchen and toilets' deducts 2, 'Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets' deducts 2, 'Paint to exterior concrete masonry above brick band, two coats over primer' deducts 2, '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 2 - please confirm where the other one is drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 2.
33	Architectural	Fiberglass reinforced panel wall lining to 8'-0, kitchen Finishes	524.58	SF	A-602 room finish schedule	MED
	Measured on the net room perimeter to the 8'-0 the schedule gives. The wall between 8'-0 and the 9'-0 ceiling is carried on the gypsum board painting line: the schedule names no finish for it. Basis of Measurement rule W4: measured per face. This is the one face named; the opposite face of the same wall is measured on its own line. Basis of Measurement rule W5: nothing is deducted for a stiffener column, a bond beam or a lintel inside the wall, because the set draws and schedules none - there is no lintel schedule on any sheet, architectural or structural, and no opening head detail. Basis to confirm (RFI-006): neither elevation draws W2 and no window sill is dimensioned in the set; its sill is taken at the 4'-2 that scales off the W1 sill on the south elevation - value used 3'-10", from another part of this drawing set. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the plan draws 41.98 SF of openings in 'Fiberglass reinforced panel wall lining to 8'-0, kitchen' (D2 x1, D3 x1) while 55.54 SF is deducted from it (D3 x1, W2 x3) - please confirm which openings sit in this wall - value used 55.50 SF, 42.00 SF.
34	Architectural	Ceramic wall tile to 4'-0 high, toilets Finishes	308.08	SF	A-602 room finish schedule; finish note 3	MED
	Measured on the net room perimeter of both toilets to the 4'-0 the schedule and finish note 3 give, less the door openings within that band. Basis to confirm (RFI-007): Basis of Measurement rule W1 opening threshold - W3 at 6.03 SF each is below the 10.8 SF at which an opening is deducted, so nothing comes off the tile band - value used 0, from our stated measurement convention. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 5 D3 'Solid core wood door, 3'-0 x 7'-0, in hollow metal frame' and the plan draws 2; 'Interior partition framing, 3-5/8 in metal stud at 16 in o.c., full height to underside of roof structure' deducts 5, 'Ceramic wall tile to 4'-0 high, toilets' deducts 4 - please confirm where the other 3 are drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 4.
35	Architectural	Ceramic wall tile, full height behind sanitary fixtures, toilets Finishes	Not measured - price as a sub-quote: finish note 3 calls for tile full height behind fixtures, but the set has no interior elevation of either toilet and no dimension for how wide or how high that tiling runs, so there is nothing to measure.	SF	A-602 finish note 3	LOW
	SOURCE INSUFFICIENT: finish note 3 calls for tile full height behind fixtures, but the set has no interior elevation of either toilet and no dimension for how wide or how high that tiling runs, so there is nothing to measure. The floor plan shows fixture positions only. No opening is deducted because there is no measured area to deduct one from. This is a real cost that the drawings issued do not quantify.
36	Architectural	Suspended acoustic ceiling tile 2x2 at 9'-0 above finished floor, lobby Finishes	199.3	SF	A-102 ceiling schedule; A-602 room finish schedule	HIGH
	Basis of Measurement rule F1: measured net between finished wall faces. The AREA SF column of the A-602 room finish schedule sums to 3,200 SF, exactly the printed 80'-0 x 40'-0 footprint, so the printed room areas are gross of wall thickness and are about 10% larger than the floor a finish is laid on. Each room here is the printed room size less the 13-5/8 in exterior wall assembly and half of each 4-7/8 in partition it abuts, both thicknesses printed on A-401.
37	Architectural	Vinyl faced acoustic ceiling tile 2x2 at 9'-0 above finished floor, kitchen Finishes	308.05	SF	A-102 ceiling schedule; A-602 room finish schedule	HIGH
	Basis of Measurement rule F1: measured net between finished wall faces. The AREA SF column of the A-602 room finish schedule sums to 3,200 SF, exactly the printed 80'-0 x 40'-0 footprint, so the printed room areas are gross of wall thickness and are about 10% larger than the floor a finish is laid on. Each room here is the printed room size less the 13-5/8 in exterior wall assembly and half of each 4-7/8 in partition it abuts, both thicknesses printed on A-401.
38	Architectural	Gypsum board ceiling at 9'-0 above finished floor, toilets Finishes	242.94	SF	A-102 ceiling schedule; A-602 room finish schedule	HIGH
	Basis of Measurement rule F1: measured net between finished wall faces. The AREA SF column of the A-602 room finish schedule sums to 3,200 SF, exactly the printed 80'-0 x 40'-0 footprint, so the printed room areas are gross of wall thickness and are about 10% larger than the floor a finish is laid on. Each room here is the printed room size less the 13-5/8 in exterior wall assembly and half of each 4-7/8 in partition it abuts, both thicknesses printed on A-401.
39	Architectural	Paint to exterior concrete masonry above brick band, two coats over primer Finishes	2,059.33	SF	A-201 elevation keynote 2; A-602 finish note 1	MED
	Basis of Measurement rule F2 uses the Basis of Measurement rule W1 wall area: openings over 10.8 SF deducted, door frames and trim not deducted. The two doors that run through the brick band are deducted only for the part of their height that lies above it. Quantity Model check: The schedule lists 6 W2 'Aluminum fixed window, thermally broken, 3'-0 x 5'-0' and none is marked on a plan of this set; 'Metal furring to interior face of exterior wall, lobby, kitchen and toilets' deducts 6, 'Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets' deducts 6, 'Paint to exterior concrete masonry above brick band, two coats over primer' deducts 6, '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 6 - please confirm where they are drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 6. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 2 D1 'Aluminum storefront door, pair, 6'-0 x 7'-0, insulated glazing' and the plan draws 1; 'Face brick veneer, 3-5/8 in, running bond, to 3'-4 above finished floor' deducts 2, 'Metal furring to interior face of exterior wall, lobby, kitchen and toilets' deducts 2, 'Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets' deducts 2, 'Paint to exterior concrete masonry above brick band, two coats over primer' deducts 2, '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 2 - please confirm where the other one is drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 2.
40	Architectural	Paint to outer face of parapet upstand, two coats over primer Finishes	360	SF	A-201 elevation keynote 2	LOW
	BASIS TO CONFIRM: kept on its own line because it depends on the unstated parapet construction. Only the outer face is measured; no sheet says whether the roof side of the parapet is painted, and no opening touches this line. Basis to confirm (RFI-008): the elevations paint the CMU above the brick band and show the wall continuing to the parapet; nothing says whether the inner face of the parapet above roof level is finished, so only the outer face is carried, from another part of this drawing set.
41	Architectural	Paint to interior concrete masonry wall face, two coats over primer, main hall, store and plant Finishes	2,288	SF	A-602 room finish schedule; finish note 1	MED
	Same measured face as the block preparation line: the interior face of the exterior wall in the three rooms the room finish schedule gives painted CMU, full height to the exposed structure, openings over 10.8 SF deducted.
42	Architectural	Paint to gypsum board wall surfaces, two coats over primer Finishes	2,855.34	SF	A-602 finish note 1; A-401	MED
	Every gypsum board wall face in the building, less the two areas that are covered by another finish. Openings were already deducted on the board lines this borrows from, so none is deducted again here. The 8'-0 to 9'-0 strip above the kitchen panelling and the 4'-0 to 9'-0 band above the toilet tile fall in here because the room finish schedule names no finish for them.
43	Architectural	Paint to exposed roof deck soffit, joists and structure, two coats over primer Finishes	2,130.75	SF	A-102 ceiling schedule; A-602 room finish schedule	LOW
	BASIS TO CONFIRM: measured on the plan area of the three rooms whose ceiling is 'exposed structure, painted'. The girth of the open web joists and the flutes of the 1-1/2 in type B deck are not drawn, so the painted surface is larger than the plan area by a factor the drawings do not allow us to fix. Confirm before pricing.
44	Architectural	Paint to gypsum board ceilings, two coats over primer, toilets Finishes	242.94	SF	A-102 ceiling schedule; A-602 room finish schedule	HIGH
	Measured net between finished wall faces, the same area as the gypsum board ceiling it decorates.
45	Architectural	Toilet compartments, accessories and signage Specialties	Not measured - price as a sub-quote: the set has no specialties schedule, no interior elevation and no accessory legend.	ea	A-101; A-602	LOW
	SOURCE INSUFFICIENT: the set has no specialties schedule, no interior elevation and no accessory legend. A-101 draws sanitary fixtures in both toilets but no cubicle, grab bar, mirror, dispenser or room sign, and nothing in the set says how many of any of them there are. An assembly building with two toilet rooms will need them, so this is a known cost that the drawings issued do not quantify.
46	Architectural	Exposed tee suspension grid for 2x2 lay-in ceiling tile, lobby and kitchen 09 51 00 Acoustical Ceilings	507.41	SF	A-601, A-602	HIGH
	The grid carries the lay-in tile measured on the two ceiling tile lines; its area is theirs.
47	Electrical	2x4 LED troffer, 40W, 4000K (mark L1) 26 51 00 Electrical	34	EA	E-101	HIGH
	Straight off the E-101 schedule.
48	Electrical	LED downlight, 12W (mark L2) 26 51 00 Electrical	18	EA	E-101	HIGH
	Straight off the E-101 schedule.
49	Electrical	Exterior wall pack, 25W (mark L3) 26 51 00 Electrical	8	EA	E-101	HIGH
	Straight off the E-101 schedule.
50	Electrical	Duplex receptacle, 20A (mark R1) 26 27 26 Electrical	46	EA	E-101	HIGH
	Straight off the E-101 schedule.
51	Electrical	Emergency light with battery (mark EM) 26 27 26 Electrical	10	EA	E-101	HIGH
	Straight off the E-101 schedule.
52	Electrical	Exit sign, LED (mark EX) 26 27 26 Electrical	6	EA	E-101	HIGH
	Straight off the E-101 schedule.
53	Electrical	Panelboard, 208Y/120V, 42 circuit, surface mounted 26 24 16 Electrical	1	EA	E-101	HIGH
	Service is stated as 200A three phase on E-101.
54	Sitework	Asphalt paving on 6 in aggregate base, parking lot 32 12 16 Exterior Improvements	2,240	SF	C-101	MED
	Bay layout is drawn; the outline is dimensioned only by the grid, so this is scaled.
55	Sitework	Concrete sidewalk, 6 in, 5 ft wide, broom finish 32 16 13 Exterior Improvements	120	LF	C-101	MED
	Scaled: the walk is drawn but its length is not dimensioned.
56	Sitework	Water service, 6 in, from main to building 33 11 00 Utilities	145	LF	C-201	HIGH
	Length is printed on the sheet.
57	Sitework	Sanitary sewer, 6 in, to main, including 2 manholes 33 31 00 Utilities	220	LF	C-201	HIGH
	Length is printed on the sheet.
58	Sitework	Dumpster enclosure screen — construction and height not shown 32 31 13 Exterior Improvements	Not measured - price as a sub-quote: C-101 keynote 3 calls for a 12 x 10 dumpster pad but no enclosure elevation, material or height is drawn anywhere in the set.	LF	C-101	LOW
	C-101 keynote 3 calls for a 12 x 10 dumpster pad but no enclosure elevation, material or height is drawn anywhere in the set. A quantity here would be invented. What would resolve it: an enclosure detail or a note stating the screen type and height.
59	Sitework	Site and parking lot lighting — BY OTHERS per G-002 26 56 00 Electrical	Not measured - price as a sub-quote: The scope note on G-002 places site lighting with others, and C-101 keynote 5 repeats it.	EA	G-002, C-101	LOW
	The scope note on G-002 places site lighting with others, and C-101 keynote 5 repeats it. Excluded from this takeoff rather than carried at zero without saying why.
60	HVAC	Rooftop unit, 7.5 ton gas/electric, with curb 23 74 13 Heating, Ventilating and Air Conditioning	2	EA	P-101	HIGH
	Unit size is scheduled; the curb is taken to come with the unit.
61	HVAC	Exhaust fan, roof mounted 23 34 00 Heating, Ventilating and Air Conditioning	3	EA	P-101	HIGH
	Straight off the schedule.
62	HVAC	Kitchen extract hood, 10 ft, with fire suppression 11 40 00 Equipment	1	EA	P-101, G-002	HIGH
	In this contract; the rest of the kitchen equipment is owner furnished per G-002.
63	Plumbing	Water closet, floor mounted, flush valve (mark WC) 22 40 00 Plumbing	6	EA	P-101	HIGH
	Straight off the fixture schedule. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 6 WC 'Water closet, floor mounted, flush valve (mark WC)' and the plan draws 5 - please confirm where the other one is drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 6, 5.
64	Plumbing	Lavatory, wall hung, sensor faucet (mark LAV) 22 40 00 Plumbing	6	EA	P-101	HIGH
	Straight off the fixture schedule. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 6 LAV 'Lavatory, wall hung, sensor faucet (mark LAV)' and the plan draws 3 - please confirm where the other 3 are drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 6, 3.
65	Plumbing	Urinal, wall hung (mark UR) 22 40 00 Plumbing	2	EA	P-101	HIGH
	Straight off the fixture schedule.
66	Plumbing	Kitchen sink, three compartment (mark SK) 22 40 00 Plumbing	1	EA	P-101	HIGH
	Straight off the fixture schedule.
67	Plumbing	Water heater, 80 gal electric (mark WH) 22 40 00 Plumbing	1	EA	P-101	HIGH
	Straight off the fixture schedule.
68	Structural	Machine excavation for spread footings F1, 4 ft 0 in x 4 ft 0 in x 1 ft 4 in deep 31 Earthwork	32.51	CY	S-101 foundation plan and foundation schedule	MED
	Dig size is the 4 ft 0 in x 4 ft 0 in footing plus 1'-3 3/4" (1 ft 3.75 in) working space on every side, taken as bank measure with no bulking or compaction factor. BASIS TO CONFIRM: the foundation schedule gives the 1 ft 4 in footing thickness but the drawings print no bottom-of-footing level, finished grade or frost depth, so the excavation is carried to the scheduled thickness only. Every 1 ft of additional founding depth below grade adds about 24 CY to this line. Basis to confirm (RFI-009): the drawings give the 4 ft 0 in footing plan size only; 1'-3 3/4" working space is added on every side - value used 6'-7 1/2", from a published standard. Basis to confirm (RFI-010): no bottom-of-footing level or frost depth is printed, so the dig is taken to the scheduled 1 ft 4 in thickness - value used 1'-4", from our stated measurement convention.
69	Structural	Machine trench excavation for strip footing SF1, 2 ft 6 in wide x 1 ft 6 in deep 31 Earthwork	50.83	CY	S-101 foundation plan and foundation schedule	MED
	Trench width is the 2 ft 6 in footing width plus 1'-3 3/4" (1 ft 3.75 in) working space shared over the two sides, run 240 LF around the building perimeter, bank measure. BASIS TO CONFIRM: as for the pad footings, no bottom-of-footing level or frost depth is printed, so the trench is carried to the scheduled 1 ft 6 in thickness only. Basis to confirm (RFI-011): trench width is the 2 ft 6 in footing width plus 1'-3 3/4" shared over the two sides - value used 3'-9 3/4", from a published standard. Basis to confirm (RFI-012): no bottom-of-footing level or frost depth is printed, so the dig is taken to the scheduled 1 ft 6 in thickness - value used 1.50 ft, from our stated measurement convention.
70	Structural	Backfill and compaction to footing excavations, selected excavated material 31 Earthwork	38.15	CY	S-101 foundation plan and foundation schedule	MED
	Backfill is the measured excavation less the concrete that permanently occupies it, stated as compacted volume in place, following the same rule used for the excavation lines. No blinding or sand blanket is shown on the drawings, so none is deducted.
71	Structural	Compacted granular base, 4 in thick, under slab on grade 31 Earthwork	39.51	CY	A-301 building section notes; A-101 floor plan	HIGH
	Thickness is the 4 in compacted base called for in the building section note. Area is the 3,200 SF gross floor area printed on the floor plan, which the engineer's own quantity basis also uses for the slab.
72	Structural	Concrete to spread footings F1, 3,000 psi 03 Concrete	11.85	CY	S-101 foundation schedule; S-501 general notes	HIGH
	Sizes are read from the foundation schedule: 15 no. at 4 ft 0 in x 4 ft 0 in x 1 ft 4 in deep. The 15 pads were also counted one by one on the foundation plan and agree with the schedule. Volume is gross, with no deduction for the volume the reinforcement displaces. Strength is the 3,000 psi footing concrete in the structural general notes.
73	Structural	Concrete to strip footing SF1, 3,000 psi 03 Concrete	33.33	CY	S-101 foundation schedule; S-501 general notes	HIGH
	Section is the scheduled 2 ft 6 in wide x 1 ft 6 in deep strip footing. Length is measured on the centerline around the building, 2 runs of 80 ft 0 in and 2 runs of 40 ft 0 in = 240 LF, which matches the 240 LF the engineer's quantity basis prints. A scaled check of the same perimeter on the floor plan returned 241.7 LF, 0.7 percent from the printed figure. The bid form pays this item in LF. Not converted to LF: the bid form pays by a length and the line is measured as a volume; one cannot be turned into the other without a figure the drawings do not give. The measured quantity is the figure we stand behind.
74	Structural	Concrete slab on grade, 5 in thick, 4,000 psi 03 Concrete	49.38	CY	S-101 foundation plan note; A-301 building section	HIGH
	Thickness and strength are the 5 in slab on grade, 4,000 psi noted on the foundation plan. Area is the 3,200 SF gross floor area printed on the floor plan; a scaled check of the same outline returned 3,267 SF, 2 percent above the printed figure, and the printed figure is used. There are no slab openings above the deduction threshold on the drawings. The bid form pays this item in SF. Not converted to SF: the bid form pays by an area and the line is measured as a volume; one cannot be turned into the other without a figure the drawings do not give. The measured quantity is the figure we stand behind.
75	Structural	Concrete to tie columns T1, 12 in x 12 in 03 Concrete	Not measured - price as a sub-quote: the foundation schedule lists T1 as 1 ft 0 in x 1 ft 0 in with 4 no.	CY	S-101 foundation schedule	LOW
	SOURCE INSUFFICIENT: the foundation schedule lists T1 as 1 ft 0 in x 1 ft 0 in with 4 no. #4 bars and ties, 6 no., but its DEPTH column is struck through and no section, elevation or detail on the issued sheets shows how far the column runs. A height cannot be measured, so no volume is carried. Confirm the T1 height and the 6 locations and this line becomes about 0.04 CY per foot of column height for all six.
76	Structural	Formwork to sides of spread footings F1 03 Concrete	320	SF	S-101 foundation schedule	HIGH
	Measured to the actual concrete contact surface using the same dimensions as the footing concrete: four sides per pad, 4 ft 0 in long x 1 ft 4 in deep, 15 pads. No soffit formwork, as the footings are cast on the ground.
77	Structural	Formwork to sides of strip footing SF1 03 Concrete	720	SF	S-101 foundation schedule	HIGH
	Both faces of the strip footing over its full 240 LF run, 1 ft 6 in deep, using the same dimensions as the strip footing concrete. No soffit formwork, as the footing is cast on the ground.
78	Structural	Edge formwork to slab on grade, 5 in deep 03 Concrete	100	SF	S-101 foundation plan note; A-101 floor plan	HIGH
	Slab edge run is the 240 LF building perimeter, formed to the 5 in slab thickness, using the same dimensions as the slab concrete.
79	Structural	Vapor retarder, 10 mil, under slab on grade 03 Concrete	3,200	SF	A-301 building section notes	HIGH
	Laid to the same 3,200 SF area as the slab above it, per the building section note. Laps and turn-ups are not added to the neat area; they belong in the pricing layer.
80	Structural	Reinforcement to spread footings F1, #5 bars, ASTM A615 grade 60 03 Concrete	613.92	LB	S-101 foundation schedule; S-501 general notes	MED
	Counted bar by bar from the foundation schedule: 5 no. #5 each way in each of 15 pads, plus 12 percent for laps, hooks and tying wire. BASIS TO CONFIRM: the set carries no bar bending schedule, so bar length is taken as the 4 ft 0 in footing side less 3 in cover to each face, the minimum cover for concrete cast against earth. At 68 lb per cubic foot this footing steel sits below the 154 to 243 lb per cubic foot normally seen in pad footings, which is what the scheduled 5 no. #5 each way gives; confirm the schedule is complete. Basis to confirm (RFI-013): the set has no bar bending schedule; bar length is the 4 ft 0 in footing side less 3 in cover each face for concrete cast against earth - value used 3.50 ft, from a published standard.
81	Structural	Reinforcement to strip footing SF1, #5 bars, ASTM A615 grade 60 03 Concrete	841.94	LB	S-101 foundation schedule; S-501 general notes	MED
	Counted bar by bar from the foundation schedule: 3 no. #5 continuous over the 240 LF of strip footing, plus 12 percent for laps, hooks and tying wire. BASIS TO CONFIRM: the schedule shows longitudinal bars only, with no transverse or distribution steel and no corner bars, which is why this line works out at 33 lb per cubic foot against the 70 to 110 normally seen; confirm whether transverse steel is intended.
82	Structural	Reinforcement to slab on grade 03 Concrete	Not measured - price as a sub-quote: the slab is noted only as 5 in slab on grade, 4,000 psi.	LB	S-101 foundation plan note; A-301 building section	LOW
	SOURCE INSUFFICIENT: the slab is noted only as 5 in slab on grade, 4,000 psi. No bar size, spacing, welded wire reinforcement or fiber is called for anywhere on the issued sheets, and the engineer's quantity basis does not list slab steel either, so nothing is carried. For scale, welded wire reinforcement at 6 in x 6 in W1.4 over 3,200 SF would be roughly 670 LB, and #4 bars at 18 in each way roughly 3,000 LB - a spread too wide to price without an answer.
83	Structural	Reinforcement to tie columns T1, #4 bars and ties 03 Concrete	Not measured - price as a sub-quote: the foundation schedule gives 4 no.	LB	S-101 foundation schedule	LOW
	SOURCE INSUFFICIENT: the foundation schedule gives 4 no. #4 bars and ties for each of 6 T1 columns, but no column height and no tie size or spacing. Bar lengths cannot be measured until the T1 height is confirmed, so nothing is carried.
84	Structural	8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi 04 Masonry	2,762	SF	A-101 floor plan keynote 1; A-301 building section; A-601 door and window schedules	MED
	Gross area is the 240 LF perimeter run at the 14 ft 0 in wall height printed on the floor plan and on the engineer's quantity basis. Openings are deducted one by one, every opening of 5.4 SF (5.4 SF) and above. Every exterior opening is deducted at the count and size the A-601 door and window schedules print: D1 2 no., D4 1 no., W1 10 no., W2 6 no. (kitchen and lobby), W3 4 no. (toilets) - 598 SF in all, so 3,360 SF gross less 598 SF = 2,762 SF net. The floor plan A-101 draws the 10 W1 windows but no window in the kitchen or lobby walls; the schedule governs the count. BASIS TO CONFIRM: the plan also draws a 3 ft 0 in wide window in the east wall at the store that no schedule lists; if it is a seventh W2 this line falls by 15 SF. The 4 hollow metal and 5 wood doors serving the plant, store, corridor, toilets and kitchen sit in the 3-5/8 in metal stud partitions of keynote 2, not in this wall, so they are not deducted. BASIS TO CONFIRM: the floor plan draws one storefront opening in the south wall at the lobby while the door schedule lists 2 no. D1; if only one pair is external this line rises by 42 SF. No bond beam or stiffener column is shown, so none is deducted from the masonry area. Read from the drawings: story height 14 ft 0 in floor to underside of joists per A-301 section, no level datum printed - value used 14.00 ft, from another part of this drawing set. Basis to confirm (RFI-014): the schedule calls D4 the plant delivery door, which reads as an external opening, but the floor plan draws its swing inside the plant room and the exterior wall line is not broken there; confirm whether this 100 SF opening cuts the masonry - value used 10.00 ft; not given on the drawings - the designer should confirm it. Quantity Model check: The schedule lists 6 W2 'Aluminum fixed window, thermally broken, 3'-0 x 5'-0' and none is marked on a plan of this set; 'Metal furring to interior face of exterior wall, lobby, kitchen and toilets' deducts 6, 'Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets' deducts 6, 'Paint to exterior concrete masonry above brick band, two coats over primer' deducts 6, '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 6 - please confirm where they are drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 6. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 4 W3 'Aluminum awning window, 3'-0 x 2'-0, obscure glazing' and the plan draws 1; '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 4 - please confirm where the other 3 are drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 4. Quantity Model check: On Maple-Street-Hall-Plans.pdf p5, the schedule lists 2 D1 'Aluminum storefront door, pair, 6'-0 x 7'-0, insulated glazing' and the plan draws 1; 'Face brick veneer, 3-5/8 in, running bond, to 3'-4 above finished floor' deducts 2, 'Metal furring to interior face of exterior wall, lobby, kitchen and toilets' deducts 2, 'Gypsum board lining, 5/8 in, to furred exterior wall, lobby, kitchen and toilets' deducts 2, 'Paint to exterior concrete masonry above brick band, two coats over primer' deducts 2, '8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi' deducts 2 - please confirm where the other one is drawn (an elevation, a sheet not in this set) or whether the schedule count is right; the schedule count is carried - value used 2. The bid form pays this item in LF. Not converted to LF: the bid form pays by length and the line is measured as an area whose calculation rows do not separate a run length from a width. The measured quantity is the figure we stand behind.
85	Structural	Grout to reinforced masonry cells at 48 in on center, 2,000 psi 04 Masonry	6.09	CY	A-101 floor plan keynote 1; S-501 general notes	LOW
	Floor plan keynote 1 reads 8 in CMU bearing wall, fully grouted at 48 in o.c., taken as one grouted cell every 4 ft 0 in along the 240 LF perimeter, 60 cells full height. Grout strength is the 2,000 psi in the structural general notes. BASIS TO CONFIRM: the drawings do not give a block core size, so the core of a standard 8 x 8 x 16 two-core unit, 5-1/2 in x 5-1/8 in, is used; and if the keynote means the wall is solid grouted throughout rather than at 48 in centers, this line rises to roughly 38 CY. Basis to confirm (RFI-015): keynote 1 gives 48 in centers but does not number the cells; 240 LF divided by 4 ft 0 in gives 60 - value used 60, from our stated measurement convention. Basis to confirm (RFI-016): the drawings give no block core size; the core of a standard 8 x 8 x 16 two-core unit is used - value used 0'-5 1/2", from a published standard.
86	Structural	Vertical reinforcement to grouted masonry cells 04 Masonry	Not measured - price as a sub-quote: keynote 1 calls for the 8 in masonry to be grouted at 48 in o.c.	LB	A-101 floor plan keynote 1	LOW
	SOURCE INSUFFICIENT: keynote 1 calls for the 8 in masonry to be grouted at 48 in o.c. but no bar size is given for the grouted cells, and no wall section or reinforcing detail is issued. The run itself is measurable - 60 cells at 14 ft 0 in is 840 LF of vertical bar - so confirming the bar size alone closes this line: it would be about 620 LB in #4 or about 970 LB in #5. Horizontal joint reinforcement and bond beams are not shown anywhere and are not carried.
87	Structural	Open web steel joists 24K7, 40 ft 0 in span 05 Metals	7,458	LB	S-201 framing schedule and roof framing plan; S-501	HIGH
	15 joists counted one at a time on the roof framing plan, agreeing with the framing schedule and with the engineer's quantity basis. Length is the scheduled 40 ft 0 in span, plus 10 percent for connections, seats and bolts. BASIS TO CONFIRM: the drawings do not print a joist weight, so 11.3 lb per foot, the published weight of a 24K7 joist, is used. The plan note beside the joists reads 24K7 at 5 ft 0 in o.c. - 15 no. each bay; at 5 ft 0 in centers over the 80 ft 0 in length 15 no. is the count for the whole roof, not for each 20 ft bay, and the count on the plan confirms 15. Basis to confirm (RFI-017): the drawings do not print the joist weight; 11.3 lb per foot, the published weight of a 24K7 joist, is used - value used 11.30 lb/ft, from a published standard.
88	Structural	Structural steel beams W12x26 over openings, ASTM A992 05 Metals	2,288	LB	S-201 framing schedule; S-501 general notes	MED
	4 no. W12x26 at the scheduled 20 ft 0 in span, plus 10 percent for connections, plates and bolts. Grade is the ASTM A992 for shapes in the structural general notes. Unit weight is the 26 lb per foot the W12x26 designation itself carries. BASIS TO CONFIRM: the framing schedule describes these as beams over openings but the roof framing plan does not mark their positions, so the count and span are taken from the schedule alone. Basis to confirm (RFI-018): unit weight is the 26 lb per foot carried by the W12x26 designation itself - value used 26.00 lb/ft, from a published standard.
89	Structural	Steel angle lintels L4x4x1/4 over masonry openings, ASTM A36 05 Metals	774.4	LB	S-201 framing schedule; S-501 general notes	MED
	16 no. L4x4x1/4 at the scheduled 6 ft 8 in length, plus 10 percent for connections, plates and bolts. Grade is the ASTM A36 for plate and angle in the structural general notes. BASIS TO CONFIRM: the drawings do not print the angle weight, so 6.6 lb per foot, the published weight of an L4x4x1/4, is used; and the schedule's 16 no. does not match the 15 openings this take-off deducts from the masonry, so confirm which openings the 16 lintels serve. Basis to confirm (RFI-019): the drawings do not print the angle weight; 6.6 lb per foot, the published weight of an L4x4x1/4 angle, is used - value used 6.60 lb/ft, from a published standard.
90	Structural	Steel roof deck, 1-1/2 in type B, 22 gauge 05 Metals	3,200	SF	S-201 framing schedule; S-501 quantity basis; A-301	HIGH
	Deck area is the 3,200 SF the framing schedule prints against mark DK, the same figure the engineer's quantity basis carries and the same as the 3,200 SF gross floor area, the roof being flat and without overhangs on the issued drawings. Side laps and end laps are not added to the neat area. The TPO membrane and the R-30 insulation above this deck belong to the architectural take-off.

Questions for your designer (29)

RFI No.	Trade	Sheet	Question
RFI-001	Architectural	G-001, A-201, A-301	No sheet states what the parapet above the 14'-0 eave is built of; it is carried as the same 8 in fully grouted CMU wall that the elevations show continuing above the brick band, with no brick and no cavity insulation above the eave. We used a stated value (on the line, worked out from that; from G-001, A-201, A-301). Please confirm that basis or give the correct one. affects: Concrete masonry unit parapet upstand above eave, 8 in, from 14'-0 to 15'-6
RFI-002	Architectural	A-401, A-301	A-401 calls the R-13 rigid insulation continuous but draws no wall section, so the set does not say whether it stops at the top of the 3'-4 brick band or runs the full wall height ... (full basis on the affected line in the workbook) We used a stated value (on the line, worked out from that; our measuring convention - tell us if the documents set a different one). Please confirm that basis or give the correct one. affects: Rigid board insulation R-13 in exterior wall cavity, continuous
RFI-003	Architectural	A-401	A-401 prints the 16 in o.c. vertical tie spacing but no horizontal spacing; 16 in o.c. horizontally is used, giving one tie per 16 in x 16 in of veneer. We used a stated value (on the line, worked out from that; our measuring convention - tell us if the documents set a different one). Please confirm that basis or give the correct one. affects: Stainless steel brick veneer ties
RFI-004	Architectural	G-002	G-002 note 7 sets the maximum spacing and requires a joint at every corner, but no control joint is drawn or located on any plan or elevation; the count is the minimum that satisfies the printed note. We used a stated value (a published standard). Please confirm or give the correct value. affects: Masonry control joint, full height of wall including parapet, sealed both faces
RFI-005	Architectural	A-401, A-101	The set dimensions no partition head and A-401 identifies the walls that run to the underside of structure only as 'rated walls', without saying which walls are rated; every partition is therefore carried the full 14'-0 to the underside of the roof structure. We used 14.00 ft (the height on the line, worked out from that; from A-401). Please confirm that basis or give the correct one. affects: Interior partition framing, 3-5/8 in metal stud at 16 in o.c., full height to underside of roof structure; Gypsum board, 5/8 in type X, to interior partitions, both faces, taped ready to decorate; Sou
RFI-006	Architectural	A-602	Neither elevation draws W2 and no window sill is dimensioned in the set; its sill is taken at the 4'-2 that scales off the W1 sill on the south elevation. We used 3'-10" (the height on the line, worked out from that; from A-602). Please confirm that basis or give the correct one. affects: Fiberglass reinforced panel wall lining to 8'-0, kitchen
RFI-007	Architectural	A-602	Basis of Measurement rule W1 opening threshold - W3 at 6.03 SF each is below the 10.8 SF at which an opening is deducted, so nothing comes off the tile band. We used 0 (our measuring convention - tell us if the documents set a different one). Please confirm or give the correct value. affects: Ceramic wall tile to 4'-0 high, toilets
RFI-008	Architectural	A-201	The elevations paint the CMU above the brick band and show the wall continuing to the parapet; nothing says whether the inner face of the parapet above roof level is finished, so only the outer face is carried. We used a stated value (from A-201). Please confirm or give the correct value. affects: Paint to outer face of parapet upstand, two coats over primer
RFI-009	Structural	S-101	The drawings give the 4 ft 0 in footing plan size only; 1'-3 3/4" working space is added on every side. We used 6'-7 1/2" (on the line, worked out from that; a published standard). Please confirm that basis or give the correct one. affects: Machine excavation for spread footings F1, 4 ft 0 in x 4 ft 0 in x 1 ft 4 in deep
RFI-010	Structural	S-101	No bottom-of-footing level or frost depth is printed, so the dig is taken to the scheduled 1 ft 4 in thickness. We used 1'-4" (the depth on the line, worked out from that; our measuring convention - tell us if the documents set a different one). Please confirm that basis or give the correct one. affects: Machine excavation for spread footings F1, 4 ft 0 in x 4 ft 0 in x 1 ft 4 in deep
RFI-011	Structural	S-101	Trench width is the 2 ft 6 in footing width plus 1'-3 3/4" shared over the two sides. We used 3'-9 3/4" (the width on the line, worked out from that; a published standard). Please confirm that basis or give the correct one. affects: Machine trench excavation for strip footing SF1, 2 ft 6 in wide x 1 ft 6 in deep
RFI-012	Structural	S-101	No bottom-of-footing level or frost depth is printed, so the dig is taken to the scheduled 1 ft 6 in thickness. We used 1.50 ft (the depth on the line, worked out from that; our measuring convention - tell us if the documents set a different one). Please confirm that basis or give the correct one. affects: Machine trench excavation for strip footing SF1, 2 ft 6 in wide x 1 ft 6 in deep
RFI-013	Structural	S-101, S-501	The set has no bar bending schedule; bar length is the 4 ft 0 in footing side less 3 in cover each face for concrete cast against earth. We used 3.50 ft (on the line, worked out from that; a published standard). Please confirm that basis or give the correct one. affects: Reinforcement to spread footings F1, #5 bars, ASTM A615 grade 60
RFI-014	Structural	A-101, A-301, A-601	The schedule calls D4 the plant delivery door, which reads as an external opening, but the floor plan draws its swing inside the plant room and the exterior wall line is not broken there; confirm whether this 100 SF opening cuts the masonry. We used 10.00 ft (the height on the line; not given on the drawings - the designer should confirm it). Please confirm or give the correct value. affects: 8 in concrete masonry bearing wall, ASTM C90 normal weight, f'm 2,000 psi
RFI-015	Structural	A-101, S-501	Keynote 1 gives 48 in centers but does not number the cells; 240 LF divided by 4 ft 0 in gives 60. We used 60 (on the line, worked out from that; our measuring convention - tell us if the documents set a different one). Please confirm that basis or give the correct one. affects: Grout to reinforced masonry cells at 48 in on center, 2,000 psi
RFI-016	Structural	A-101, S-501	The drawings give no block core size; the core of a standard 8 x 8 x 16 two-core unit is used. We used 0'-5 1/8", 0'-5 1/2" (a published standard). Please confirm or give the correct value. affects: Grout to reinforced masonry cells at 48 in on center, 2,000 psi
RFI-017	Structural	S-201, S-501	The drawings do not print the joist weight; 11.3 lb per foot, the published weight of a 24K7 joist, is used. We used 11.30 lb/ft (a published standard). Please confirm or give the correct value. affects: Open web steel joists 24K7, 40 ft 0 in span
RFI-018	Structural	S-201, S-501	Unit weight is the 26 lb per foot carried by the W12x26 designation itself. We used 26.00 lb/ft (a published standard). Please confirm or give the correct value. affects: Structural steel beams W12x26 over openings, ASTM A992
RFI-019	Structural	S-201, S-501	The drawings do not print the angle weight; 6.6 lb per foot, the published weight of an L4x4x1/4 angle, is used. We used 6.60 lb/ft (a published standard). Please confirm or give the correct value. affects: Steel angle lintels L4x4x1/4 over masonry openings, ASTM A36
RFI-020	Architectural	A-401, A-602	Metal furring to interior face of exterior wall, lobby, kitchen and toilets — the basis we used: A-401 puts furred gypsum board on the inside of the exterior wall everywhere except the hall and the store; the room finish schedule adds the plant to the painted-CMU rooms. Measured to the 9'-0 ceiling in these four rooms. The furring depth is not stated anywhere in… Can you confirm this, or advise the correct basis? affects: Metal furring to interior face of exterior wall, lobby, kitchen and toilets
RFI-021	Architectural	A-602	Ceramic wall tile, full height behind sanitary fixtures, toilets — this could not be measured from the drawings supplied and is therefore NOT included in the quantities. Is it in scope, and if so can you provide the drawing or schedule that sets it out? affects: Ceramic wall tile, full height behind sanitary fixtures, toilets
RFI-022	Architectural	A-102, A-602	Paint to exposed roof deck soffit, joists and structure, two coats over primer — the basis we used: measured on the plan area of the three rooms whose ceiling is 'exposed structure, painted'. The girth of the open web joists and the flutes of the 1-1/2 in type B deck are not drawn, so the painted surface is larger than the plan area by a factor the drawings do not… Can you confirm this, or advise the correct basis? affects: Paint to exposed roof deck soffit, joists and structure, two coats over primer
RFI-023	Architectural	A-101, A-602	Toilet compartments, accessories and signage — this could not be measured from the drawings supplied and is therefore NOT included in the quantities. Is it in scope, and if so can you provide the drawing or schedule that sets it out? affects: Toilet compartments, accessories and signage
RFI-024	Sitework	C-101	Dumpster enclosure screen — construction and height not shown — this could not be measured from the drawings supplied and is therefore NOT included in the quantities. Is it in scope, and if so can you provide the drawing or schedule that sets it out? affects: Dumpster enclosure screen — construction and height not shown
RFI-025	Structural	S-101	Concrete to tie columns T1, 12 in x 12 in — this could not be measured from the drawings supplied and is therefore NOT included in the quantities. Is it in scope, and if so can you provide the drawing or schedule that sets it out? affects: Concrete to tie columns T1, 12 in x 12 in
RFI-026	Structural	S-101, A-301	Reinforcement to slab on grade — this could not be measured from the drawings supplied and is therefore NOT included in the quantities. Is it in scope, and if so can you provide the drawing or schedule that sets it out? affects: Reinforcement to slab on grade
RFI-027	Structural	S-101	Reinforcement to tie columns T1, #4 bars and ties — this could not be measured from the drawings supplied and is therefore NOT included in the quantities. Is it in scope, and if so can you provide the drawing or schedule that sets it out? affects: Reinforcement to tie columns T1, #4 bars and ties
RFI-028	Structural	A-101	Vertical reinforcement to grouted masonry cells — this could not be measured from the drawings supplied and is therefore NOT included in the quantities. Is it in scope, and if so can you provide the drawing or schedule that sets it out? affects: Vertical reinforcement to grouted masonry cells
RFI-029	Drawings	plans.pdf p1	The drawings are stamped 'NOT FOR CONSTRUCTION' on 16 of the 16 sheets we read. Is there a later set issued for bidding or construction, and does it change any sheet? Quantities here are measured from the stamped set.

The full list, with columns to track what was sent and answered, is the RFI Register sheet in the workbook.

Exclusions & scope notes

[architectural] Site lighting and the transformer pad: G-002 scope notes say these are BY OTHERS.
[architectural] Kitchen equipment: G-002 scope notes say it is OWNER FURNISHED, contractor installed.
[architectural] Landscape planting beyond the paved area: G-002 scope notes say it is NOT IN CONTRACT. (from the architectural take-off)
[architectural] Glazed aluminum storefront framing beyond the two scheduled door pairs: the set schedules storefront doors but draws no storefront screen or curtain wall elevation.
[architectural] Signage, fire extinguisher cabinets, lockers, blinds, entrance matting and similar specialties: the set has no specialties schedule and no interior elevation.
[structural] Roof membrane, R-30 insulation, flashings and roof edge above the steel deck - architectural. (from the structural take-off)
[structural] Face brick veneer to 3 ft 4 in and the R-13 cavity insulation to the masonry wall - architectural. (from the structural take-off)
[structural] Interior 3-5/8 in metal stud partitions with gypsum board both faces, and the doors in them - architectural. (from the structural take-off)
[structural] Site earthwork, paving, drainage and utilities outside the building footprint - not shown on the structural sheets.
[structural] Piling or ground improvement: none is shown. The foundations are taken as spread footings bearing on natural ground at the 2,500 psf the general notes take, a figure those notes themselves mark for verification.
[structural] Slab finishes, curing compounds, control joint sawing and joint sealants: none is called for on the issued sheets.
[structural] Masonry horizontal joint reinforcement, bond beams and anchors: none is shown or scheduled.
[structural] Shop-designed connections, anchor bolts and bearing plates for the joists and beams: no connection detail is issued, so nothing beyond the 10 percent connection allowance carried inside each steel line is included.

Scope split between trades — included, under the trade named

Architectural take-off: The extract hood named in the same note is mechanical work and is not measured here. — carried under HVAC in this package.
Architectural take-off: The 5 in concrete slab on grade, its 10 mil vapor retarder and its 4 in compacted base, and the open web steel joists and 1-1/2 in type B metal deck: structural work, shown on S-101, S-201 and S-501. — carried under Structural in this package.
Architectural take-off: Sanitary fixtures, floor drains, light fittings and air diffusers: shown on P-101 and E-101, measured by the plumbing and electrical sections. — carried under Plumbing and Electrical in this package.
Architectural take-off: Excavation, backfill, paving, curbs and site drainage: shown on C-101 and C-201, measured by the sitework section. — carried under Sitework in this package.

How to use this report. This page is the reading view of your Excel workbook — the workbook is the working file: enter your unit costs in its yellow cells and its formulas build your quote. Nothing you do here changes any number. Every quantity above links to a calculation or sheet reference inside the workbook's Backup sheets.

FIRST-DRAFT DISCLAIMER: This document is an automated first draft provided as-is, with no warranty of any kind — accuracy, completeness, fitness for purpose, or otherwise. It is a starting point, not a final estimate or a final document: verify quantities against the full drawing set and apply your own contingency and professional judgment before bidding or committing to any price.

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