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Home My WebLink About1700 OLD ENGLAND LOOP 01-000117 STRUCTRUAL DETAILSCAST -IN-PLACE OR DRILLED & EPDXIED ANCHOR BOLTS OR POWDER ACTUATED LOAD BRG EXT STUD WALL. FASTENERS - SEE SEE ARCH'TL DRGS. ARCH'TL DRGS. \ PLASTIC CHAIRS AT TENDON POST -TENSIONING \ INTERSECTIONS TO PROVIDE CG TENDON STRESSING IN BOTH DIRECTIONS AS SHOWN END. OMIT POCKET �, ON PLAN FORMER AT DEAD END. -I S' (I - III 4" CHAMFER -I) III, IIIA TIE BEAM TENDON III=I BELOW SLAB TENDON 10, PE VAPOR BARRIER FILL PER SOIL REPORT 1 EXTERIOR STUD WALL SCALE: 3/4"=1'-0" CPP Plnn PI -0' 3-# 5 EA WAY PE VAPOR BARRIER See Plan 4 EDGE COLUMN SCALE: 3/4"=1'-0" INT BEARING OR SHEAR WALL SLAB TENDONS FILL PER SOIL REPORT CAST -IN-PLACE OR DRILLED & EPDXIED ANCHOR BOLTS OR POWDER ACTUATED FASTENERS - SEE ARCH'TL DRGS. -III- BEAM TENDON 9' PE VAPOR BARRIER CONTINUOUS GRADE BEAM - SEE PLAN FOR LOCATION 2 INTERIOR STUD WALL SCALE: 3/4"=1'-0" END OF SHEAR WALL - SEE PLAN SLAB TENDONS i (I II - II -,III -IIS-Il PORT 9' 1__6' FILL PER SOIL REPORT CAST -IN-PLACE OR DRILLED & EPDXIED ANCHOR BOLTS OR POWDER ACTUATED FASTENERS - SEE ARCH'TL DRGS. v - I-II II I BEAM TENDON 9" PE VAPOR BARRIER CONTINUOUS GRADE BEAM - SEE PLAN FOR LOCATION 5 SHEAR WALL END SCALE: 3/4"=1'-0" SLOPE FOR DRAINAGE FILL PER SOIL REPORT PE VAPOR BARRIER 3 SLAB STEP SCALE: 3/4"=1'-0' NOTES DESIGN 1. CODE: The slab on grade has been designed in accordance with the American Concrete Institute (ACI) report "Design of Slabs on Grade" ACI 360R-92(97) SUB -GRADE 1. See Sail Report for site preparation, excavation, subgrade fill and compaction. Remove all vegetation and organic soils from subgrade. 2. Subgrode shall be well drained and of uniform bearing strength. 3. Subgrode shall be roller -compacted to minimum 95% Proctor density, unless a higher value is specified in the soil report. 4. Subgrode sholl be moist during concrete placement. CONCRETE 1. Contractor shall ensure that concrete construction conforms to ACI 301 (current), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 302 (current), GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION, and ACI 318 (currebt), BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, as modified below. 2. Concrete supplier shall provide a mix resulting in minimum compressive strength at 28 days, f'c = 3000 psi as measured by testing cylindrical specimens per ASTM C-39 3. Contractor shall not use additives containing chlorides, fluorides, and nitrates. 4. Contractor shall properly vibrate the concrete, especially at congested areas and near post-tensiong anchorages. 5. Contractor sholl place concrete carefully so as not to deviate tendons and rebar from their design locations. 6. Contractor sholl confirm locations of tendons and rebars before performing repairs on or drilling in concrete. Drilling at these locations shall be avoided. Alternatively, the General Contractor shall mark the location and depth of drill holes on the form deck prior to placement of post-tensoining tendons so that the tendons may be located to allow for the drilling without danger of tendon breakage. 7. Contractor sholl ensure that concrete cover to tendons and rebar in the slab is in accordance with AGI 318 8. Slab sholl be trowel -finished. The top fractional inch of the grode slab is very important for its .durability. It shall be properly finished by floating. 10. Refer to Architectural Drawings for floor and droin elevations and drain locations. The floor thickness shown on these plans shall be considered a minimum. 11. A layer of polyethylene sheathing shall be provided as a vapor barrier under the slab at living areas only. Omit PE at garage and patio areas. 12. Contractor sholl field verify all dimensions. Refer to Architectural Drawings for plumbing and other inserts. If there is a discrepancy between dimensions shown on these drawings and the Architexturol Drawings, the latter sholl control, Contractor shall notify Architect and Structural Engineer of any discrepancy. 13. Construction joints, other than shown on these drawings, shall not be permitted. TRANSVERSE LONGITUDINAL DIRECTION TENDON DIRECTION TENDON CHAIRS AT TENDON INTERSECTIONS TO PROVIDE CG IN LONGITUDINAL DIRECTION = 1.5 INCHES & TRANSVERSE DIRECTION = 2 INCHES TENDON CENTER OF GRAVITY, v POST- TENSIONING A. MATERIAL 1. Contractor shall ensure that post -tensioning work conforms with ACI 301 (current), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, as modified below. 2. Contractor shall provide 1/2 inch diameter, grade 270, low -relaxation, 7 -wire strand, conforming to ASTM A416 (current), STANDARD SPECIFICATION FOR UNCOATED SEVEN -WIRE STRESS -RELIEVED STEEL STRAND FOR PRESTRESSED CONCRETE, including SUPPLEMENT. 3. Contractor shall provide tendons and anchorages that conform to the requirements for UNBONDED TENDONS as delineated in the Specifications of the POST -TENSIONING INSTITUTE (current). Anchorages sholl be capable of developing concrete stresses within the design values f'c and f'ci stated herein. B. PLACING 1. Contractor shall place tendons at the loactions shown on these drawings using plastic choirs designed for use on grade. The tendons shall be placed in two orthogonal layers in contact with each other, and at the centroid indicated. 2. Tendons and rebar sholl be tied at each intersection. Choirs shall be spaced no larger than 4 feet on centers. 3. Deviations in tendon location should be f Y4 inch vertically and f 6 inches horizontally. When tendons need to be deflected in the horizontal plane to circumvent obstructions such as openings or embeds, they shall be deviated using a minimum radius of 21 feet. 4. Any conflict between tendons, rebar or. embeds shall be resolved by the Contractor with the Structural Engineer. 5. Strand sheathing that has been cut back for anchorage attachment, or otherwise damaged, shall be restored so as not to expose the strand to the concrete. C. TENSIONING 1. All tensioning sholl occur under the direct supervision of a person with at least 5 years' experience in this type of work. 2. Contractor shall tension tendons as soon as concrete reaches 70% of the design strength, f'c, as tested by field cylindrical specimens per ASTM C-39. 3. Tendons shall be tensioned to 80% of the guaranteed ultimate tensile strength (GUTS), and anchored at 70% of GUTS. 4. Tendon force sholl be measured using calibrated gauges attached to the hydraulic tensioning jack. The force shall be verified by field measured elongations of the tendon. Tendon elongations shall be .08 inches per foot length of tendon, plus or minus 7% 5. Contractor shall strictly follow all safety requirements of the supplier of the tensioning equipment. 6. After tensioning is complete, and the elongations have been approved by the structural engineer, the stressing tails of the tendons sholl be cut off using oxyacetylene flame, abrasive wheel, or hydraulic shears, leaving a tendon protruding length of 3/4 to 1 1/4 inches. Pocket former nails shall be bent into the pocket, not cut off. Within 15 days of cutting off of the stresing tails, the pockets shall be filled with non -shrink grout. REINFORCEMENT BARS (Rebors) 1. Contractor shall ensure that rebor construction conforms to the requirements of ACI 301 (current), SPECIFICATIONS FOR STRUCTURAL_ CONCRETE FOR BUILDINGS, as modified below. 2. All reinforcement shall have a minimum yield strength of 60,000 psi. 3. End hooks , development lengths, and splices sholl conform to the requirements of ACI 318 (current). End hooks shall be 180 degrees. 4. Contractor shall place rebars of the numbers, sizes, and lengths indicated on these drawings. "Continuous" rebars shall be spliced in accordance with ACI 318 (current). 5. Concrete cover shall be in accordance with ACI 318, unless otherwise indicated on these drawings. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. NO EXCEPTIONS TAKEN COMMENTS ATTACHED D RESUBMIT AFTER CORRECTION ❑ INCOMPLETE - RESUBMIT ARCHITECTS REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT. MARKINGS OR COMMENTS SHALL NOT RELIEVE THE GENERAL CONTRACTOR, SUBCONTRACTOR OR SUPPLIER FROM COMPLIANCE WITH THE PLANS, SPECIFI- CATIONS, AND ALL APPLICABLE CODES. THE GENERAL CONTRACTOR REMAINS RESPONSI- BLE FOR: DETAILS AND ACCURACY, CHECKING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES, TECHNIOUES OF ASSEMBLY. AND PERFORMING HIS WORK IN A SAFE ANO 1, LAWFUL MANNER. 9V: DATE: d= �!1 m....�..,,.,� Q STRESSING END DEAD END Z 0 Q Z POST -TENSIONING TENDON II«Jl"k " 0 - -m 0 ( aco I FILL PER SOIL REPORT CAST -IN-PLACE OR DRILLED & EPDXIED ANCHOR BOLTS OR POWDER ACTUATED FASTENERS - SEE ARCH'TL DRGS. -III- BEAM TENDON 9' PE VAPOR BARRIER CONTINUOUS GRADE BEAM - SEE PLAN FOR LOCATION 2 INTERIOR STUD WALL SCALE: 3/4"=1'-0" END OF SHEAR WALL - SEE PLAN SLAB TENDONS i (I II - II -,III -IIS-Il PORT 9' 1__6' FILL PER SOIL REPORT CAST -IN-PLACE OR DRILLED & EPDXIED ANCHOR BOLTS OR POWDER ACTUATED FASTENERS - SEE ARCH'TL DRGS. v - I-II II I BEAM TENDON 9" PE VAPOR BARRIER CONTINUOUS GRADE BEAM - SEE PLAN FOR LOCATION 5 SHEAR WALL END SCALE: 3/4"=1'-0" SLOPE FOR DRAINAGE FILL PER SOIL REPORT PE VAPOR BARRIER 3 SLAB STEP SCALE: 3/4"=1'-0' NOTES DESIGN 1. CODE: The slab on grade has been designed in accordance with the American Concrete Institute (ACI) report "Design of Slabs on Grade" ACI 360R-92(97) SUB -GRADE 1. See Sail Report for site preparation, excavation, subgrade fill and compaction. Remove all vegetation and organic soils from subgrade. 2. Subgrode shall be well drained and of uniform bearing strength. 3. Subgrode shall be roller -compacted to minimum 95% Proctor density, unless a higher value is specified in the soil report. 4. Subgrode sholl be moist during concrete placement. CONCRETE 1. Contractor shall ensure that concrete construction conforms to ACI 301 (current), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 302 (current), GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION, and ACI 318 (currebt), BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, as modified below. 2. Concrete supplier shall provide a mix resulting in minimum compressive strength at 28 days, f'c = 3000 psi as measured by testing cylindrical specimens per ASTM C-39 3. Contractor shall not use additives containing chlorides, fluorides, and nitrates. 4. Contractor shall properly vibrate the concrete, especially at congested areas and near post-tensiong anchorages. 5. Contractor sholl place concrete carefully so as not to deviate tendons and rebar from their design locations. 6. Contractor sholl confirm locations of tendons and rebars before performing repairs on or drilling in concrete. Drilling at these locations shall be avoided. Alternatively, the General Contractor shall mark the location and depth of drill holes on the form deck prior to placement of post-tensoining tendons so that the tendons may be located to allow for the drilling without danger of tendon breakage. 7. Contractor sholl ensure that concrete cover to tendons and rebar in the slab is in accordance with AGI 318 8. Slab sholl be trowel -finished. The top fractional inch of the grode slab is very important for its .durability. It shall be properly finished by floating. 10. Refer to Architectural Drawings for floor and droin elevations and drain locations. The floor thickness shown on these plans shall be considered a minimum. 11. A layer of polyethylene sheathing shall be provided as a vapor barrier under the slab at living areas only. Omit PE at garage and patio areas. 12. Contractor sholl field verify all dimensions. Refer to Architectural Drawings for plumbing and other inserts. If there is a discrepancy between dimensions shown on these drawings and the Architexturol Drawings, the latter sholl control, Contractor shall notify Architect and Structural Engineer of any discrepancy. 13. Construction joints, other than shown on these drawings, shall not be permitted. TRANSVERSE LONGITUDINAL DIRECTION TENDON DIRECTION TENDON CHAIRS AT TENDON INTERSECTIONS TO PROVIDE CG IN LONGITUDINAL DIRECTION = 1.5 INCHES & TRANSVERSE DIRECTION = 2 INCHES TENDON CENTER OF GRAVITY, v POST- TENSIONING A. MATERIAL 1. Contractor shall ensure that post -tensioning work conforms with ACI 301 (current), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, as modified below. 2. Contractor shall provide 1/2 inch diameter, grade 270, low -relaxation, 7 -wire strand, conforming to ASTM A416 (current), STANDARD SPECIFICATION FOR UNCOATED SEVEN -WIRE STRESS -RELIEVED STEEL STRAND FOR PRESTRESSED CONCRETE, including SUPPLEMENT. 3. Contractor shall provide tendons and anchorages that conform to the requirements for UNBONDED TENDONS as delineated in the Specifications of the POST -TENSIONING INSTITUTE (current). Anchorages sholl be capable of developing concrete stresses within the design values f'c and f'ci stated herein. B. PLACING 1. Contractor shall place tendons at the loactions shown on these drawings using plastic choirs designed for use on grade. The tendons shall be placed in two orthogonal layers in contact with each other, and at the centroid indicated. 2. Tendons and rebar sholl be tied at each intersection. Choirs shall be spaced no larger than 4 feet on centers. 3. Deviations in tendon location should be f Y4 inch vertically and f 6 inches horizontally. When tendons need to be deflected in the horizontal plane to circumvent obstructions such as openings or embeds, they shall be deviated using a minimum radius of 21 feet. 4. Any conflict between tendons, rebar or. embeds shall be resolved by the Contractor with the Structural Engineer. 5. Strand sheathing that has been cut back for anchorage attachment, or otherwise damaged, shall be restored so as not to expose the strand to the concrete. C. TENSIONING 1. All tensioning sholl occur under the direct supervision of a person with at least 5 years' experience in this type of work. 2. Contractor shall tension tendons as soon as concrete reaches 70% of the design strength, f'c, as tested by field cylindrical specimens per ASTM C-39. 3. Tendons shall be tensioned to 80% of the guaranteed ultimate tensile strength (GUTS), and anchored at 70% of GUTS. 4. Tendon force sholl be measured using calibrated gauges attached to the hydraulic tensioning jack. The force shall be verified by field measured elongations of the tendon. Tendon elongations shall be .08 inches per foot length of tendon, plus or minus 7% 5. Contractor shall strictly follow all safety requirements of the supplier of the tensioning equipment. 6. After tensioning is complete, and the elongations have been approved by the structural engineer, the stressing tails of the tendons sholl be cut off using oxyacetylene flame, abrasive wheel, or hydraulic shears, leaving a tendon protruding length of 3/4 to 1 1/4 inches. Pocket former nails shall be bent into the pocket, not cut off. Within 15 days of cutting off of the stresing tails, the pockets shall be filled with non -shrink grout. REINFORCEMENT BARS (Rebors) 1. Contractor shall ensure that rebor construction conforms to the requirements of ACI 301 (current), SPECIFICATIONS FOR STRUCTURAL_ CONCRETE FOR BUILDINGS, as modified below. 2. All reinforcement shall have a minimum yield strength of 60,000 psi. 3. End hooks , development lengths, and splices sholl conform to the requirements of ACI 318 (current). End hooks shall be 180 degrees. 4. Contractor shall place rebars of the numbers, sizes, and lengths indicated on these drawings. "Continuous" rebars shall be spliced in accordance with ACI 318 (current). 5. Concrete cover shall be in accordance with ACI 318, unless otherwise indicated on these drawings. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. NO EXCEPTIONS TAKEN COMMENTS ATTACHED D RESUBMIT AFTER CORRECTION ❑ INCOMPLETE - RESUBMIT ARCHITECTS REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT. MARKINGS OR COMMENTS SHALL NOT RELIEVE THE GENERAL CONTRACTOR, SUBCONTRACTOR OR SUPPLIER FROM COMPLIANCE WITH THE PLANS, SPECIFI- CATIONS, AND ALL APPLICABLE CODES. THE GENERAL CONTRACTOR REMAINS RESPONSI- BLE FOR: DETAILS AND ACCURACY, CHECKING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES, TECHNIOUES OF ASSEMBLY. AND PERFORMING HIS WORK IN A SAFE ANO 1, LAWFUL MANNER. 9V: DATE: d= �!1 m....�..,,.,� Q STRESSING END DEAD END Z 0 Q Z POST -TENSIONING TENDON II«Jl"k " Sheet No. - 0 0 OF Stratford\00 0 - -m 0 aco G Co e® CIO = 0 - -a CC! 0 0 0®ca ca CU w � ® •® d Q C� N J_ Q U^0. VJ 3: w 0 CO .® m o-=► § 0 ® (� W z w J J a Z O a 5 w w z 4 4 Sheet No. - 0 0 OF Stratford\00 0 aco G Co e® 01,9 0 - -a CC! 0 0®ca ca CU L ® •® d Sheet No. - 0 0 OF Stratford\00 0 00 0 - -a ca QD ® d U^0. VJ 3: ® CO .® m o-=► § C 3 ® (� W Sheet No. - 0 0 OF Stratford\00 ni CONCRETE -- DIMENSIONS 7r: -7r- TMON LAYOUT SCALE 1/8"=1'-0" 179'-01" 89'-611, 89'-61" 89'-6$„ 89,-68 (: D CONCRETE DIMENSIONS SCALE: 1/8"=l' -O" -1 - 0") 0 -z QA Type 1 9836 sq. ft. 7 Buildings - 68852 1 TENDON 27.42 29 ft - 0 'in FABRICATEC7, TOT;- ELONGATIONA�nj' -F�ra ID 2 Y! M i� LENGTH (ft) 'LENG 76. ,30 1 11111 MM -action 1 2 3/4 4 1 1108. # 13 ft - 0 in 13.00 0750 0 3/4 5 1 12 83 15 ft - 0 1n 1500 0875 0 7/8 6 1 1442 16 ft - 0 in 16.00 1.000 1 7 1 14 233 16 ft - 0 I 16,00 1.000 1 8,9 21 84 08 86 ft - 0 i 172. 00 6 G25 6 - 5/8 10 11 14,42 16 ft - 0 'in 1600 1.000 1 11 1 85 ft-Oin 16 ft - 0 In 1600 1.000 1 12 1 11 08 13 ft - 0 in 13-00 0750 0 3/4 13 1 ME01 �M& 15 ft - 0 in 1500 0875 0 7/8 14 1 27,42 29 ft - 0 in 2900 2.125 2 1/8 15,16 21 36 oo 38 ft - 0 in 7600 2750 2 3/4 17.18 2 84o8 86 ft - 0 in 172,00 6625 6 5/8 19-21 31 ft-Oin 183 ft - 0 in 549,00 14.250 14 114 22,23 21 23.33 25 ft - 0 In 5000 1.750 1 3/4 24-28 51 16200 166 ft - 0 In 830-00 12,875, 12 7/8 29-31 31 179,08 183 ft - 0 in 549.00 14,250 14 1 /4 32,33 34,35 21 21 84.08 36 n8 86 ft - 0 in 38 ft - 0 in 172.00 7600 6.625 2 750 6 5/8 2 3/4 36 11 ft-om 29 ft - 0 in 29.00 2. 125 2 1/8 37.38 1166 ft-oin 25 ft - 0 in 5000 1 750 1 3/4 39-42 41 71 oo 73 ft - 0 in 292,00 5.500 5 112 43 1 ft-Oin 64 ft - 0 in 64,00 4.875 4 7/8 44 45 1 1 54.75 12.83 57 ft - 0 in 15 ft - 0 in 51 00 15,00 4250 6.875 4 1/4 0 7/8 .46 1 11.68 13 ft - 0 In -1- 1300 0. 7 50 0 -3/4 86 EA BLDG 5408 TOTAL 258 EA TYPE 16224j 64 ft-Oin --mum ft-om • ft-Oin --63 • 40 ft-Oin 85 ft-Oin 60,671 6 ft-Oin 62 ft-Oin i 29 ft -Or 64 ft-Oin mugs At --t M ?) TENDON LAYOUT ' SCALE: 1/8"=1'-C" Type 11 10360 sq.ft. 3 Buildings 31080 sq.ft.) TENDON QTY TENDON FABRICATED I TOT ELONGATION (in) ID LEN LENGTH ft} LENGTH (ft) Decimal Fraction - 1 1 27.42 29 ft - 0 'in 2900 2.125. 2 1/8 2.3 2 Y! M i� - 38 ft In 76. ,30 1 2 750 2 3/4 4 1 1108. # 13 ft - 0 in 13.00 0750 0 3/4 5 1 12 83 15 ft - 0 1n 1500 0875 0 7/8 6 1 1442 16 ft - 0 in 16.00 1.000 1 7 1 14 233 16 ft - 0 I 16,00 1.000 1 8,9 21 84 08 86 ft - 0 i 172. 00 6 G25 6 - 5/8 10 11 14,42 16 ft - 0 'in 1600 1.000 1 11 1 14.33 16 ft - 0 In 1600 1.000 1 12 1 11 08 13 ft - 0 in 13-00 0750 0 3/4 13 1 1283 15 ft - 0 in 1500 0875 0 7/8 14 1 27,42 29 ft - 0 in 2900 2.125 2 1/8 15,16 21 36 oo 38 ft - 0 in 7600 2750 2 3/4 17.18 2 84o8 86 ft - 0 in 172,00 6625 6 5/8 19-21 31 179,08 183 ft - 0 in 549,00 14.250 14 114 22,23 21 23.33 25 ft - 0 In 5000 1.750 1 3/4 24-28 51 16200 166 ft - 0 In 830-00 12,875, 12 7/8 29-31 31 179,08 183 ft - 0 in 549.00 14,250 14 1 /4 32,33 34,35 21 21 84.08 36 n8 86 ft - 0 in 38 ft - 0 in 172.00 7600 6.625 2 750 6 5/8 2 3/4 36 11 27,42 29 ft - 0 in 29.00 2. 125 2 1/8 37.38 21 23,33 25 ft - 0 in 5000 1 750 1 3/4 39-42 41 71 oo 73 ft - 0 in 292,00 5.500 5 112 43 1 62 o 64 ft - 0 in 64,00 4.875 4 7/8 44 45 1 1 54.75 12.83 57 ft - 0 in 15 ft - 0 in 51 00 15,00 4250 6.875 4 1/4 0 7/8 .46 1 11.68 13 ft - 0 In -1- 1300 0. 7 50 0 -3/4 (1) D- 5908 61 ft - 0 in 61,00 cl) E = w .000UNk .qlzj. 37,25 CZ 39-00 CDC-) r -1<8 0- L.J C)f: cl) co 0 61.00 < L- ct 0 0 co 1 14,33 0 %4� 16-00 4-a cz CIE C'4 1 cl) 16 ft - 0 i n 4:1 4) 1.000 0 52-54 Sheet PTI OF stratford\ptl N' D- 5908 61 ft - 0 in 61,00 4.625 OD 48 .000UNk .qlzj. 37,25 11- 39-00 CDC-) r 49 0- L.J C)f: cl) C) 61.00 < L- ct cy) 50 1 14,33 16 ft - 0 in 16-00 1-000 C'4 1 6 H 16 ft - 0 i n C) 1.000 0 52-54 31 62 o0 64 ft - 0 in 19200 4.875 4 7/8 55, 0 60.67 63 ft - 0 in 63.00 4.750 4 3/4 56,57 21 48.67 CY5 102.00 3.750 =j 58 11 38.o0 40 ft - 0 in 40,00 2.875 2 7/8 59;60 21 84.08 86 ft - 0 in 172.00 6.625 6 5/8 61,62 21 4867 L'i 102,00 1150 (3a) 63 1 14-33 16 ft - 0 In 16.00 1.000 1 64 1 14.42 16 ft - 0 1 n 16.00 1.000 1 65 1 60.67 63 ft - 0 in 63.00 4.750 U) CPO CO Sheet PTI OF stratford\ptl N' D- 5908 61 ft - 0 in 61,00 4.625 4 5/8 48 1 37,25 39 ft - 0 in 39-00 CDC-) 2 7/8 49 CT) Lc L.J C)f: cl) 61 ft - 0 in 61.00 < L- ct 4 5/8 50 1 14,33 16 ft - 0 in 16-00 1-000 51 1 6 H 16 ft - 0 i n t4 1 D- 5908 61 ft - 0 in 61,00 4.625 4 5/8 48 1 37,25 39 ft - 0 in 39-00 m 2 7/8 49 1 59,08 61 ft - 0 in 61.00 4.625 4 5/8 50 1 14,33 16 ft - 0 in 16-00 1-000 51 1 w 16 ft - 0 i n 1600 1.000 0 52-54 31 62 o0 64 ft - 0 in 19200 4.875 4 7/8 55, 11 60.67 63 ft - 0 in 63.00 4.750 4 3/4 56,57 21 48.67 51 ft - 0 in 102.00 3.750 =j 58 11 38.o0 40 ft - 0 in 40,00 2.875 2 7/8 59;60 21 84.08 86 ft - 0 in 172.00 6.625 6 5/8 61,62 21 4867 L'i 102,00 1150 3 3/4 63 1 14-33 16 ft - 0 In 16.00 1.000 1 64 1 14.42 16 ft - 0 1 n 16.00 1.000 1 65 1 60.67 63 ft - 0 in 63.00 4.750 w 66-68 31 62.00 64 ft - 0 in 192.00 -J, 4 7/8 69 1 12,83 15 ft - 0 in 15,00 0.875 0 7/8 70 1 31.08 13 ft - 0 in 13.00 0.750 0 3/4 71 z .59.08 61 ft - 0 in 61.00 4.625 4 5/8 g 14 99 -5 1 62 ft - 0 in 6200 4.625 V) " < 11 59.o8 61 ft - 0 In 61.00 5; 4 5/8 74.75 21 36,08 38 ft - 0 in 76.00 2.750 2 3/4 76,77 21 62.00 cr V) 4.875 4 7/8 78 11 < � < 29.00 2.125 2 1/8 79-82 t4 1 1 5908 61 ft - 0 in 61,00 4.625 4 5/8 48 1 37,25 39 ft - 0 in 39-00 2.875 2 7/8 49 1 59,08 61 ft - 0 in 61.00 4.625 4 5/8 50 1 14,33 16 ft - 0 in 16-00 1-000 51 1 14.42 16 ft - 0 i n 1600 1.000 0 52-54 31 62 o0 64 ft - 0 in 19200 4.875 4 7/8 55, 11 60.67 63 ft - 0 in 63.00 4.750 4 3/4 56,57 21 48.67 51 ft - 0 in 102.00 3.750 3 3/4 58 11 38.o0 40 ft - 0 in 40,00 2.875 2 7/8 59;60 21 84.08 86 ft - 0 in 172.00 6.625 6 5/8 61,62 21 4867 51 ft - 0 in 102,00 1150 3 3/4 63 1 14-33 16 ft - 0 In 16.00 1.000 1 64 1 14.42 16 ft - 0 1 n 16.00 1.000 1 65 1 60.67 63 ft - 0 in 63.00 4.750 4 3/4 66-68 31 62.00 64 ft - 0 in 192.00 4,875 4 7/8 69 1 12,83 15 ft - 0 in 15,00 0.875 0 7/8 70 1 31.08 13 ft - 0 in 13.00 0.750 0 3/4 71 1 .59.08 61 ft - 0 in 61.00 4.625 4 5/8 72 14 99 -5 1 62 ft - 0 in 6200 4.625 4 5/8 73 11 59.o8 61 ft - 0 In 61.00 4.625 4 5/8 74.75 21 36,08 38 ft - 0 in 76.00 2.750 2 3/4 76,77 21 62.00 64 ft - 0 in 1213.00 4.875 4 7/8 78 11 27.42. 29 ft - 0 in 29.00 2.125 2 1/8 79-82 41 71.00 73 ft - 0 in 292.00 5.5001 5 1/2 83-86 41 23,33 25) ft - 0 in 100.00 1,7501 1 3/4 TOTAL 86 EA BLDG 5408 TOTAL 258 EA TYPE 16224j cn lr-- 0 CD cn E aw CU 0 0 a L: CU 0 A3 0 CL Cu Q) 0 CCS L- 0 Z. M 0 Sheet No.- PT2 c� strotford\pQ lr-- 0 1�1 (L 0 oomwm%. Lo 0 st O CL no - D=- U) 0 0) 0 Sheet No.- PT2 c� strotford\pQ -Id 00 I d - N ^fit F a I d F h71 C 98'--78„ 00 I d N a r71d I ala rn I N r�ld I L0 N 1 CONCRETE DIMENSIONS SCALE: 1 /8"=1 '-0" .,, nZ 01 89'-6p" 2 TENDON LAYOUT SCALE: 1/8"=l' -O" 179'-04" .0 37 38 39 d 10788 sq ft. ( 4 Buildings r Ln QTY TENDON LENGTH ft' FABRICATED LENGTH (ft) TCT LENGTH (ft) M d 2 17.42 19 ft - 0 in 3800 0 1 1 i4 3A 1{ 27.42 N ft - 0 in 58 00 2 125 2 w 64 ft - O in 1 11 08 0 ft - 0 in 13.00 0,750 0 314 6 1 Q \ ft - 0 in N 1 CONCRETE DIMENSIONS SCALE. 1/8"= V-0" en Al An 70 Rn R1 R7 R� Rd 4'-3" 1 4'-4" 6'-1" 6'-1" 6'-1" 5'-5" 3'-2" 5'-6" 6'-6" 5-8" 4'-6" 5'-3" 5-3" 3'-2" 6'-1" 6'-1" 5'-8" 1 5'-8" 6'-1" 6'-1" 3'-2" 5-3" j 5-3" 3'-6" 6'-8" 5-11" 6'-1" 3'-2" 5'-5" 6'-1" 6'-1> 6'-1" 4'-4" 4'-3" 2 TENDON LAYOUT SCALE: 1/8"= V-0" A Type Ili d 10788 sq ft. ( 4 Buildings r = QTY TENDON LENGTH ft' FABRICATED LENGTH (ft) TCT LENGTH (ft) M = 2 17.42 19 ft - 0 in 3800 0 1 1 i4 3A 1{ 27.42 29 ft - 0 in 58 00 2 125 2 w 64 ft - O in 1 11 08 13 ft - 0 in 13.00 0,750 0 314 6 1 Q \ ft - 0 in 15.00 0,875 9 C= N 1 14.08 16 ft - 0 in 1600 J 1 6.625 8 1 14.00 a ft - 6 in 16 a0 1.0050 1 11 9 1 8 .08 87 ft - 0 in 87 00 w 6 5/8 0 1 84.52 C] ft - 0 iii 87.00 6625 6 5/8 Q 1 14.08 16 ft - 0 i n 16.00 Z 1 2 1/8 12 1 14.00 W ft - 0 in 16 011 , 17,18 2 J 86 ft - 0 in 11 17 13 ft - 0 in 1300 J 0 3/4 14 1 12.75 Q ft - 0 in 15.00 0 875 0 Z 15 16 2 1742 19 ft -0 in Q 1.250 1 114 17 18 2 2742 a ft - 0 in 5800 2 125 2 1/8 w 1 85 0t; 87 ft - 0 in w 6 625 6 5/8 20 1 1 ck� v) ft - 0 in _8_700 6 625 6 Q Q 3 197.25 201 ft �- 0 in A Type Ili TENDON ID 10788 sq ft. ( 4 Buildings 43152 sq -ft) I TENDON ID QTY TENDON LENGTH ft' FABRICATED LENGTH (ft) TCT LENGTH (ft) ELONGATION iin) De^imal Fraction 1,2 2 17.42 19 ft - 0 in 3800 1 250 1 1 i4 3A 1{ 27.42 29 ft - 0 in 58 00 2 125 2 1 /8 64 ft - O in 1 11 08 13 ft - 0 in 13.00 0,750 0 314 6 1 12.75 15, ft - 0 in 15.00 0,875 9 718 7 1 14.08 16 ft - 0 in 1600 1.100 1 6.625 8 1 14.00 16 ft - 6 in 16 a0 1.0050 1 11 9 1 8 .08 87 ft - 0 in 87 00 6 625 6 5/8 0 1 84.52 87 ft - 0 iii 87.00 6625 6 5/8 11 1 14.08 16 ft - 0 i n 16.00 1 000 1 2 1/8 12 1 14.00 16 ft - 0 in 16 011 , 17,18 2 13 86 ft - 0 in 11 17 13 ft - 0 in 1300 0 750 0 3/4 14 1 12.75 15 ft - 0 in 15.00 0 875 0 718 15 16 2 1742 19 ft -0 in 3800 1.250 1 114 17 18 2 2742 29 ft - 0 in 5800 2 125 2 1/8 10 1 85 0t; 87 ft - 0 in 87.00 6 625 6 5/8 20 1 1 8492 8'7 ft - 0 in _8_700 6 625 6 S'8 21-23 3 197.25 201 ft �- 0 in 603 00 15.625 1 50'8 24 1 12.58 15 ft - 0 in 1500 0";5 0 1/8 25-31 7 185.67 190 ft - 0 in 1330.00 14 750 14 3/4 32-34 3 19725 201 ft - 0 in 60300 15 625 15 5/8 35 1 84.92 87 ft - 0 in 87 00 6 625 6 5/8 36 1 85.08 87 ft - 0 in 8700 6 625 6 5/8 37 1 12.58 15 ft - 0 in 15 00 0 875 0 7,/8 38,39 2 27.42 29 ft - 6 in 5800 2125 2 1/8 40,41 2 1T42 19 ft - 0 in 38.00 1.250} 1 1/4 42-45 4 17100 73 ft - 0 in 232 00 5 t;{iD 5 1/2 46-47 L- 62 00 64 ft -- 0 in 1 f, 00 8:y 4 7r18 48 1 12.83 15 ft - 0 in 15.00 0 878 0 7/8 49 1 11 17 13 ft - 0 in 13.00 .0 750 0 3/4 50 1 60.3:5 62 ft - 0 in 62.00 4.750 4 3/4 51 1 L}8 7r, 62 ft - 0 in .i2 0') 4 625 4 518 52 1 59.25 61 ft - 0 in 61 00 4.625 4 5i8 53 1 14 0") 16 ft - 0 in 16.00 1.000 1 54 1 1408 16 ft - 0 in 16. 00 1.000 1 55-57 3 62 0o 64 ft - 0 in 192.011 4.875 4 7/8 58 1 60.67 63 ft - 0 in 63 00 4 750 4 3/4 59-62 4 48.67 51 ft - 0 in 204.00 3 750 3 3/4 63-67 r 38.00 46 ft - 0 in 20000 2.875 2 7/8 68 1 84 92 87 ft _ 0 M 87.00 662 6 5/8 69 1 85 05 87 ft - 0 in 8 7. 00 6 625 6 518 70-.1 3 4 48 6f 51 ft - 0 in 204.001 3.750 3 3/4 74 14.00 16 ft - 0 in 16.003 1 000 1 75 1 14.08 16 ft - 0 i rl 16 00 1 000 1 76 1 60.67 63 ft - 0 in 63 0;) 4 750 4 3/4 77-79 962 ort 64 ft - 0 in 192.0=0 4.875 4 7f8 ,80 1 12 75 15 ft - 0 In 15.0°� 0 875 0 ti 81 1 11 018 13 ft - 0 in . 3.00 0750 0 3/4 82 1 50 25 62 ft - 0 in 52.00 4 750 4 3/4 83 1 58 75 61 ft - 0 in ,1.00 4 625 4 5/E 84 1 60.25 62 ft - 0 in 6200 4.750 4 3/4 85,86 2 27 42 29 ft - 0 in S-800 2 12,5 21 /� 87:88 2 62.00 64 ft - 0 in 128.00 4.875 4 7/E 89,90 2 1742 19 ft - 0 in 38.00 1 280 1 114 91-94 1 4 71 00 73 ft - 0 in .2.02.00 5500 5 11 r 95,96 21 12581 15 ft - 0 in 3�: 00 0.875 0 7/€ TOTAL. TOTAL 961 3841 EA BLDG EA TYPE _ 6244 24976 � wM strotford\pt3 Type IV 10360 s .ft { 2 Buildings 20720 sq.ft.) TENDON ID QTY TENDON LENGTH (ft) rABRICATED I_..EN TN ft N �.-• >C Decimal Fraction M o0 "-q -0 rfL- '4L 0 2 125 ♦� 2.3 21 36.08 O ® L- C Cu 70co 1 0 13 ft - 0 in CIO 0 750 L 4-a 64 ft - O in 1 12.83 15 ft - 0 in 15.60 LCA M strotford\pt3 Type IV 10360 s .ft { 2 Buildings 20720 sq.ft.) TENDON ID QTY TENDON LENGTH (ft) rABRICATED I_..EN TN ft TOT LENGTH ft 2 7/8 ELONGATION (in Decimal Fraction a P 1 27.42 29 ft - 0 in 29.60 2 125 2 1118 2.3 21 36.08 ♦♦�� .i.r 4:=D� o 2 314 w 1 11.68 13 ft - 0 in 00 w 0 750 0 31`4 64 ft - O in 1 12.83 15 ft - 0 in 15.60 LCA u 6 1 s 16 ft - 0 111 16.60 1.060 1 7 1 1 14.33 16 ft - 0 in 1600 1 660 1 8.9 0 84.08 86 ft - 0 in 172.00 6.625 6 518 10 1 14.42 16 ft - 0 in 16.00 1.060 1 11 1 14.33 0 91 1.006 1 12 1 11.0£3 13 ft - €� In no Co 0 3/4 13 eD 12.83 15 ft - 0 in 15.00 0.875 0 7/8 14 1 27.42 29 ft - 0 in 29.00 strotford\pt3 Type IV 10360 s .ft { 2 Buildings 20720 sq.ft.) TENDON ID QTY TENDON LENGTH (ft) rABRICATED I_..EN TN ft TOT LENGTH ft 2 7/8 ELONGATION (in Decimal Fraction 1 1 27.42 29 ft - 0 in 29.60 2 125 2 1118 2.3 21 36.08 38 ft - 0 in 76.60 2.75; 2 314 4 1 11.68 13 ft - 0 in 13.66 0 750 0 31`4 64 ft - O in 1 12.83 15 ft - 0 in 15.60 6.875 0 7/8 6 1 14.42 16 ft - 0 111 16.60 1.060 1 7 1 1 14.33 16 ft - 0 in 1600 1 660 1 8.9 2 84.08 86 ft - 0 in 172.00 6.625 6 518 10 1 14.42 16 ft - 0 in 16.00 1.060 1 11 1 14.33 16 ft - 0 in 16.06 1.006 1 12 1 11.0£3 13 ft - €� In 1300 0 750 0 3/4 13 1 12.83 15 ft - 0 in 15.00 0.875 0 7/8 14 1 27.42 29 ft - 0 in 29.00 2.125 2 1/8 15.16 2 3600 38 ft - 0 in 76.00 2.750 2 3/4 17,18 2 84.08 86 ft - 0 in 172.00 6.625 6 5/8 19-21 3 179.08 183 ft - 0 in 549.00 14,250 14 1/4 22,23 2 23.33 25 ft - 0 in 50.00 1.750 1 3/4 24-28 5 162.00 166 ft - 0 in 830.0)0 12,875 12 7/8 29-31 3 1 f C� 18,.E ft - 0 In 543 Ute 14.250 14 1/4 32,33 2 84.08 86 ft - 0 In 172.60 6.625 6 518 34.38 2 36,08 38 ft - 0 in 76.00 2.750 2 3/4 36 1 27.42 29 ft - 0 in 29.00 2.125 2 1/8 37,38 2 23.33 25 ft - 0 in 50.66 1.750 1 3/4 39-42 4 71 00 73 ft - 0 in 292.00 5.503 5 1/2 43-44 2 6200 64 ft - 0 in 128.06 4.8 7 5 4 7/8 45 1 12.83 15 ft - 0 in 15.60 0.87 0 7/8 46 1 11.68 13 ft - 0 1 n 13.00 6.756 0 31'4 47 1 89.08 61 ft - 0 in 1 61.00 4.625 4 5/8 48 1 3725 39 ft - 0 in 39.06 2.875 2 7/8 49 1 59.08 61 ft - O in 61.00 4.625 4 5/8 50 1 14 33 16 ft- 0 i n 16.00 1.000 1 51 1 1442 16 ft - O i n 1c, 00 1 006 1 52-54 3 6-200 64 ft - O in 192.00 4.875 4 7/8 55 1 80.87 63 ft - O in 63.00 4 750 4 3/4 56,57 2 48.67 51 ft - 0 in 102.030 3.750 3 3/4 58 1 38.00 40 ft - 0 in 46.030 2 875 2 7/8 59,60 2 84.081 86 ft - 0 in 172.06 6.825 6 5/8 61,62 2 4867 51 ft - 0 in 102.60 3.750 3 3/4 63 1 14.33 16 ft -- 0 in 16.00 1.600 1 64 1 14.42 16 ft - 0 in 16.00 1,600 1 65 1 60.67 63 ft - 0 in 6300 4,750 4 3/4 66-68 3 6-400 64 ft - 0 in 192.00 4.875 4 718 69 1 12.83 15 ft - 0 in 1500 0.875 0 7/8 70 1 11.08 13 ft - 0 in 13.00 0.7501 0 3/4 71 1 59.08 61 ft - 0 in 61.03 4.525 4 5/8 72 1 59.75 62 ft - 0 in 62.003 4,625 4 5/8 73 1 59.08 61 ft - O in 61.00 4.625 4 5/8 74,75 2 85.08 38 ft - 0 in 76.00 2.750 2 314 76.77 2 62.0303 64 ft - 0 in 128.00 4.875 4 7/8 78 1 27.42 29 ft - 0 in 29-08 2.125 2 1/8 7982 41 71.00 73 ft - O in 1 292.001 5,5001 5 112 83-86 41 28.33 25 ft - 0 in 1 100-001 1.756 1 314 0 d r S -� o CIO M 2 0 a� Co O' N � O � co .6-0 CJ's M `® iw- N Q \ CL g C7 N 4=D _J Q W Cc D LZ D Z w J J z � O Q W o, a a 0 a� -� o CIO 0 a� Co N � O � co .6-0 CJ's M `® Sheet No., U U 4 OF stro tford\pt 4 P N � � CL g 4=D Cc LZ Sheet No., U U 4 OF stro tford\pt 4 0 i 1 1#4T46x2'-V at 6" max. from corner, typ ding, bars 109'-4" ------}�------- ----- ------ ------ I I 4 PTO I I I ( I I I I ISI I I \\ ! F — J I I I I I \\ PTO 11 it ---------J ----------------I L—� I ISI I ! ! {I Ii II ! I I I III I I I I I I II II I L— ----------i 17'-4" I I of o --i1---�— —----------- - � I I I I I I I 'TO II II 5 � I I PTO PTO I I 1'9'-11" 7'-4" 7'-2"43'- 12'-7' _ 2 ! I i I I ! r----------� i I I I I f I I I L--�-----------------� I I -------1 �- — — —� I I I — \ 18 19 Hk Ln N WE 04 ® 12" at mid -depth of slab, tv 5 places. M .• 79 N CDN ?3 24 25 26 27 28 29 30 31 32 33 1 CONCRETE DIMENSIONS . _.._. SCALE: 1 /8"=1 '-0" x a. #► s Cail.' I E _ Fraction = .n # 0 ILL 34 35 36 37 38 39 40 41 �1 #4Ubar T&B 1 TENDON LAYOUT with 2'-0" legs, SCALE: 1 /8"=1 '-0" typ 4 places. S I �n i LO Ln I Ln I Fn I Ln Ln I LO Ln Lna �n I 1n z to I iLn in I Ln I n I Ln 10 po I CO I rn T I I O Ln I "a - -. t Clubbouse ' 4 1 11 Buildinqs 7458# a. #► s Cail.' E _ Fraction = of # 0 ILL u ® L C o� � N + %a--- � C p N co 38 ft -O 27-1 _J d . W p C z w J J d z � o HIM -> � d 62 ft-Oin w J a✓ 58 ft-Oin 4 a E 73 ft-Oin ___80 ft-Oin I f s KWJ 80 ft-Oin 80 - # �.� 73 i n F76 ft-Oin . 76 ft-Oin !65 ft-Oin i # 70 4'-2" 4'-9" 4'-9" Cfl 1 — 5'-6" 5'-7" �# 5'-6" N 5'-7"L5-" I 5'-6" 4'-4" d- 6'-9" 4'-4" 4'-5" 1 4'-5" 5'-6" 4'-3" 4'-3" 6'-5" 6'-4" 3'-7" 3'_5" �1 #4Ubar T&B 1 TENDON LAYOUT with 2'-0" legs, SCALE: 1 /8"=1 '-0" typ 4 places. S I �n i LO Ln I Ln I Fn I Ln Ln I LO Ln Lna �n I 1n z to I iLn in I Ln I n I Ln 10 po I CO I rn T I I O Ln I "a - -. t Clubbouse ' 4 1 11 Buildinqs 7458# g�00 nnatfauuallyunura uyy� CD 0 � � w 11"tti a"mt, W C� Z WFC Wrr, z CD o �w 1 WCZ) r -- F- < --F-c coin c _W wQ W r� a W G O (J� a. #► s Cail.' E _ Fraction = of # 0 ILL u ® L C o� � N + %a--- � C p N co 38 ft -O 27-1 _J d . W p C z w J J d z � o HIM -> � d 62 ft-Oin w J a✓ 58 ft-Oin 4 a E 73 ft-Oin ___80 ft-Oin I f s KWJ 80 ft-Oin 80 - # �.� 73 i n F76 ft-Oin . 76 ft-Oin !65 ft-Oin i # 70 O ,, �# 62 # i ■1 �. SIR g�00 nnatfauuallyunura uyy� CD 0 � � w 11"tti a"mt, W C� Z WFC Wrr, z CD o �w 1 WCZ) r -- F- < --F-c coin c _W wQ W r� a W G O (J� Cn a. E _ M = Cz "V 0 ILL u ® L C o� � N L O %a--- � C p N co 47. 27-1 _J d W p C z w J J d z � o -> � d w J a✓ U) 4 a Cn E _ '—u C Cz "V z ILL u ® L C o� g L O %a--- � C co 47. 27-1 �d Sheet No.. P -T5 OF strotforft ILL 0 o� l� V 27-1 �d Sheet No.. P -T5 OF strotforft