ANNEX_S_-_STRUCTURAL_Part4.pdf

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Attached to
Multiple Award Construction Contract (MACC) Italy Federal contract opportunity
Solicitation number
FA568219RA001
Issued by
Department of the Air Force United States Air Forces in Europe - Air Forces Africa

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Written by GovTribe AI ·

This notice is a draft request for proposal for a multiple award construction contract to provide design-build construction services in Italy. The scope of work includes projects such as grading, water and sewer lines, painting, roofing, building renovation, new construction, electrical work, structural work, HVAC, fire suppression systems, fuel systems, generators, communication systems, and abatement services. The base period of performance is one year with four optional one-year extensions. The minimum task order value is $2,500 and the maximum is $7,000,000. The total maximum contract value for all awards combined is estimated at $96,000,000. Comments on the draft attachments are due by April 19, 2019. The anticipated issuance date for the full solicitation is May 2019 with task orders to be performed primarily at Aviano Air Base in Italy but possibly elsewhere in the country.

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ANNEX S-STRUCTURAL PART 4

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Attachment 1 Section L REV 03.pdf PDF
Solicitation_Amendment_FA568219RA0010004_SF_30.pdf PDF
JA6P70~1.PDF PDF
ATTACH~3.PDF PDF
ATTACH~2.PDF PDF
Attachment_1_Section_L_REV_02.pdf PDF
Solicitation_Amendment_FA568219RA0010002_SF_30.pdf PDF
ATTACH~3.DOC DOC document
Attachment_9_Questions_and_Answers.docx DOCX document
ANNEX_S_-_STRUCTURAL_Part11.pdf PDF
ANNEX_E_-_ELECTRICAL_Part5.pdf PDF
ANNEX_E_-_ELECTRICAL_Part10.pdf PDF
ANNEX_S_-_STRUCTURAL_Part8.pdf PDF
ANNEX_E_-_ELECTRICAL_Part8.pdf PDF
ANNEX_S_-_STRUCTURAL_Part1.pdf PDF
ANNEX_E_-_ELECTRICAL_Part2.pdf PDF
ANNEX_E_-_ELECTRICAL_Part4.pdf PDF
ANNEX_E_-_ELECTRICAL_Part3.pdf PDF
Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part10_Part1.pdf PDF
Attachment_10_ASHE_18-1025_TS__Part6_Part5_Part2.pdf PDF
Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part1_Part2.pdf PDF
Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part17.pdf PDF
Attachment_13_Physical_Data.pdf PDF
Attachment_10_ASHE_18-1025_TS_(Seed_project)_Part6_Part6.pdf PDF
Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part7.pdf PDF
Attachment_10_ASHE_18-1025_TS__(Seed_project)_Part3.pdf PDF
Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part2_Part5.pdf PDF
Attachment_10_ASHE_18-1025_TS_(Seed_project)_Part6_Part4.pdf PDF
Attachment_10_ASHE_18-1025_TS_(Seed_project)_Part6_Part7.pdf PDF
Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part2_Part3.pdf PDF
Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part15_Part3.pdf PDF
Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part11.pdf PDF
Attachment_10_ASHE_18-1025_TS(Seed_project)_Part6_Part8.pdf PDF
Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part3.pdf PDF
Attachment_10_ASHE_18-1025_TS_(Seed_project)_Part6_Part3.pdf PDF
Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part16_Part3.pdf PDF
Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part2_Part4.pdf PDF
Solicitation_-_FA568219RA001.pdf PDF
Attachment_3_CEN_-MACC_SOW_v3.pdf PDF
Attachment_6_Experience_Overview_Sheet.pdf PDF
Attachment_5_Past_Performance_Questionnaire_(PPQ).pdf PDF
Attachment_1_Section_L.pdf PDF
Questions_and_Answers_draft_RFP_FA568219RA0001_May_03_2019.pdf PDF
(draft)_Attachment_6_Experience_Overview_Sheet.pdf PDF
(draft)_Attachment_9_Client_Authorization_Letter.pdf PDF
(draft)_Attachment_1_Section_L__20_March.pdf PDF
(draft)_Attachment_3_General_Requirements_and_Provisions.pdf PDF
(draft)_Attachment_2_Section_M_20_March.pdf PDF
(draft)_Attachment_11_Construction_Cost_Estimate_Breakdown.xls XLS spreadsheet
(draft)_Attachment_4_Past_Performance_Information_(PPI).pdf PDF
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RENOVATE/EXPAND FAC. 939 ANNEX S1 ASHE 18-1025

FINAL (100% design) DESIGN ANALYSIS Pag.59 di 128

ASHE 18-1025 ANNEX S1 RENOVATE/EXPAND FAC. 939

Pag.60 di 128 DESIGN ANALYSIS FINAL (100% design)

Shear

ALL COMBO VERIFIED

FINAL (100% design) DESIGN ANALYSIS Pag.61 di 128

Parete num. 3 Descrizione: Parete semplice n. 3

Larghezza: 427.0 cm, spessore: 25.0 cm, altezza: 465.0 cm

P c. Fx V My Mz o c. -------------- -------------s daN daN * m l 1A -17696 13998 3206 61183 l 1B -9099 13998 3206 13655 l 1C -17696 13998 294 61183 l 1D -9099 13998 294 13655 l 1I -6201 14783 3713 4896 l 1J -20594 14783 3713 52167 l 1K -6201 14783 629 4896 l 1L -20594 14783 629 52167 l 2 -20155 760 1440 5542

0 1A -53782 26770 3322 65495

0 1B -2853 26770 3322 14394

0 1C -53782 26770 294 65495

0 1D -2853 26770 294 14394

0 1I -1591 22646 3831 5192

0 1J -55044 22646 3831 56294

0 1K -1591 22646 668 5192

0 1L -55044 22646 668 56294

0 2 -40192 2838 2268 36286

Parete num. 4 Descrizione: Parete semplice n. 4

Larghezza: 208.0 cm, spessore: 25.0 cm, altezza: 465.0 cm

P c. Fx V My Mz o c. -------------- -------------l 1A -4896 7609 512 2233 l 1B -5647 7609 512 1689 l 1C -4896 7609 94 2233 l 1D -5647 7609 94 1689 l 1I -1280 10515 693 806 l 1J -9263 10515 693 1191 l 1K -1280 10515 270 806 l 1L -9263 10515 270 1191 l 2 -7899 786 119 5

0 1A -8289 10048 803 3088

0 1B -9267 10048 803 1760

0 1C -8289 10048 94 3088

0 1D -9267 10048 94 1760

0 1I -1122 12380 989 806

0 1J -16434 12380 989 1557

0 1K -1122 12380 270 806

0 1L -16434 12380 270 1557

0 2 -12248 654 554 886

Pag.62 di 128 DESIGN ANALYSIS FINAL (100% design)

SECTION S3 REINFORCEMENT LESSER THAN REAL

FINAL (100% design) DESIGN ANALYSIS Pag.63 di 128

Pag.64 di 128 DESIGN ANALYSIS FINAL (100% design)

FINAL (100% design) DESIGN ANALYSIS Pag.65 di 128

SECTION 4 SIMPLE REINFORCEMENT LIKE WALL 1 -2

Pag.66 di 128 DESIGN ANALYSIS FINAL (100% design)

Parete num. 5 Descrizione: Parete semplice n. 5

Larghezza: 143.0 cm, spessore: 25.0 cm, altezza: 465.0 cm

P c. Fx V My Mz o c. -------------- -------------l 1A -2734 3723 232 838 l 1B -3364 3723 232 1200 l 1C -2734 3723 115 838 l 1D -3364 3723 115 1200 l 1I -571 6388 339 92 l 1J -5526 6388 339 303 l 1K -571 6388 267 92 l 1L -5526 6388 267 303 l 2 -4610 1002 46 -240

0 1A -4908 4790 333 1224

0 1B -5423 4790 333 1789

0 1C -4908 4790 115 1224

0 1D -5423 4790 115 1789

0 1I 604 8155 339 92

0 1J -10936 8155 339 583

0 1K 604 8155 267 92

0 1L -10936 8155 267 583

0 2 -7137 134 199 -376

Parete num. 6 Descrizione: Parete semplice n. 6

Larghezza: 154.5 cm, spessore: 25.0 cm, altezza: 465.0 cm

P c. Fx V My Mz o c. -------------- -------------l 1A -5592 4737 404 1111 l 1B -4174 4737 404 1807 l 1C -5592 4737 68 1111 l 1D -4174 4737 68 1807 l 1I -637 6262 548 691 l 1J -9129 6262 548 1067 l 1K -637 6262 188 691 l 1L -9129 6262 188 1067 l 2 -7209 674 124 -87

0 1A -7998 7276 692 1111

0 1B -9735 7276 692 3008

0 1C -7998 7276 68 1111

0 1D -9735 7276 68 3008

0 1I -566 9087 885 691

0 1J -17167 9087 885 2020

0 1K -566 9087 188 691

0 1L -17167 9087 188 2020

0 2 -12411 1194 502 -1313

FINAL (100% design) DESIGN ANALYSIS Pag.67 di 128

Parete num. 7 Descrizione: Parete semplice n. 7

Larghezza: 168.0 cm, spessore: 25.0 cm, altezza: 465.0 cm

P c. Fx V My Mz o c. -------------- -------------l 1A -4667 4380 350 1416 l 1B -4783 4380 350 1378 l 1C -4667 4380 61 1416 l 1D -4783 4380 61 1378 l 1I -1043 4716 527 321 l 1J -8407 4716 527 437 l 1K -1043 4716 196 321 l 1L -8407 4716 196 437 l 2 -7069 180 97 35

0 1A -7064 6749 604 1416

0 1B -6938 6749 604 1515

0 1C -7064 6749 69 1416

0 1D -6938 6749 69 1515

0 1I -1497 6610 845 321

0 1J -12506 6610 845 437

0 1K -1497 6610 196 321

0 1L -12506 6610 196 437

0 2 -9815 1275 471 -256

Parete num. 8 Descrizione: Parete semplice n. 8

Larghezza: 181.0 cm, spessore: 25.0 cm, altezza: 465.0 cm

P c. Fx V My Mz o c. -------------- -------------l 1A -2817 8461 298 2721 l 1B -5355 8461 298 4507 l 1C -2817 8461 127 2721 l 1D -5355 8461 127 4507 l 1I -411 8498 384 1408 l 1J -7761 8498 384 2901 l 1K -411 8498 263 1408 l 1L -7761 8498 263 2901 l 2 -6134 1358 67 -1004

0 1A 6315 8312 403 5701

0 1B -22225 8312 403 8355

0 1C 6315 8312 127 5701

0 1D -22225 8312 127 8355

0 1I 5079 6915 408 3239

0 1J -20989 6915 408 5893

0 1K 5079 6915 263 3239

0 1L -20989 6915 263 5893

0 2 -11217 331 224 -1882

Pag.68 di 128 DESIGN ANALYSIS FINAL (100% design)

SECTION 5-6-7-8 SIMPLE REINFORCEMENT LIKE WALL 1 -2

FINAL (100% design) DESIGN ANALYSIS Pag.69 di 128

Pag.70 di 128 DESIGN ANALYSIS FINAL (100% design)

Parete num. 10 Descrizione: Parete semplice n. 10

Larghezza: 90.0 cm, spessore: 20.0 cm, altezza: 417.0 cm

P c. Fx V My Mz o c. -------------- -------------l 1A -21866 23110 86 2291 l 1B -20218 23110 86 1672 l 1C -21866 23110 311 2291 l 1D -20218 23110 311 1672 l 1I -13710 22901 190 240 l 1J -28374 22901 190 487 l 1K -13710 22901 408 240 l 1L -28374 22901 408 487 l 2 -32850 342 -165 539

0 1A -22130 935 190 2291

0 1B -23176 935 190 2041

0 1C -22130 935 311 2291

0 1D -23176 935 311 2041

0 1I -15903 733 318 240

0 1J -29403 733 318 509

0 1K -15903 733 408 240

0 1L -29403 733 408 509

0 2 -34956 347 23 -340

Parete num. 11 Descrizione: Parete semplice n. 11

Larghezza: 90.0 cm, spessore: 20.0 cm, altezza: 417.0 cm

P c. Fx V My Mz l 1A -19972 16992 46 4251 l 1B -16644 16992 46 677 l 1C -19972 16992 346 4251 l 1D -16644 16992 346 677 l 1I -9232 17123 155 1940 l 1J -27383 17123 155 2102 l 1K -9232 17123 469 1940 l 1L -27383 17123 469 2102 l 2 -28516 1375 -235 3239

0 1A -18604 1982 172 4251

0 1B -21248 1982 172 2375

0 1C -18604 1982 346 4251

0 1D -21248 1982 346 2375

0 1I -10729 1816 313 1940

0 1J -29123 1816 313 2102

0 1K -10729 1816 469 1940

0 1L -29123 1816 469 2102

0 2 -30627 1372 18 -160

FINAL (100% design) DESIGN ANALYSIS Pag.71 di 128

Parete num. 12 Descrizione: Parete semplice n. 12

Larghezza: 100.0 cm, spessore: 20.0 cm, altezza: 417.0 cm

P c. Fx V My Mz l 1A -14610 11836 66 1220 l 1B -16762 11836 66 3867 l 1C -14610 11836 349 1220 l 1D -16762 11836 349 3867 l 1I -7153 12072 160 1706 l 1J -24219 12072 160 1421 l 1K -7153 12072 492 1706 l 1L -24219 12072 492 1421 l 2 -24342 899 -253 -2520

0 1A -19185 1756 165 2744

0 1B -15793 1756 165 3867

0 1C -19185 1756 349 2744

0 1D -15793 1756 349 3867

0 1I -6317 1671 323 1706

0 1J -28661 1671 323 1421

0 1K -6317 1671 492 1706

0 1L -28661 1671 492 1421

0 2 -26680 899 15 -285

Parete num. 13 Descrizione: Parete semplice n. 13

Larghezza: 100.0 cm, spessore: 20.0 cm, altezza: 417.0 cm

P c. Fx V My Mz l 1A -17701 16029 85 2267 l 1B -18067 16029 85 2293 l 1C -17701 16029 325 2267 l 1D -18067 16029 325 2293 l 1I -10753 15850 209 228 l 1J -25015 15850 209 187 l 1K -10753 15850 445 228 l 1L -25015 15850 445 187 l 2 -27820 269 -178 -115

0 1A -19503 1059 190 2847

0 1B -19855 1059 190 2293

0 1C -19503 1059 325 2847

0 1D -19855 1059 325 2293

0 1I -10608 1006 328 599

0 1J -28750 1006 328 472

0 1K -10608 1006 445 599

0 1L -28750 1006 445 472

0 2 -30160 270 26 590

Pag.72 di 128 DESIGN ANALYSIS FINAL (100% design)

Parete num. 14 Descrizione: Parete semplice n. 14

Larghezza: 112.5 cm, spessore: 20.0 cm, altezza: 417.0 cm

P c. Fx V My Mz l 1A -16791 11735 55 7203 l 1B -5238 11735 55 907 l 1C -16791 11735 130 7203 l 1D -5238 11735 130 907 l 1I -4240 10512 97 2707 l 1J -17790 10512 97 5016 l 1K -4240 10512 172 2707 l 1L -17790 10512 172 5016 l 2 -17173 2847 -49 6175

0 1A -17019 3107 55 7203

0 1B -10622 3107 55 1956

0 1C -17019 3107 130 7203

0 1D -10622 3107 130 1956

0 1I -3958 2463 97 2707

0 1J -23682 2463 97 5016

0 1K -3958 2463 172 2707

0 1L -23682 2463 172 5016

0 2 -18556 1195 -2 2235

FINAL (100% design) DESIGN ANALYSIS Pag.73 di 128

Pag.74 di 128 DESIGN ANALYSIS FINAL (100% design)

FINAL (100% design) DESIGN ANALYSIS Pag.75 di 128

1.1.9.2 Transverse walls

Picture Errore. Nel documento non esiste testo dello stile specificato.-27: Transverse walls

Picture Errore. Nel documento non esiste testo dello stile specificato.-28: Transverse walls number system S9-S20-S15- S16-S17

Pag.76 di 128 DESIGN ANALYSIS FINAL (100% design)

Axial forces

Bending moment

FINAL (100% design) DESIGN ANALYSIS Pag.77 di 128

Shear forces

PARETI S15 - S16

N.B. Stress evaluation for walls S15 - S16 are evaluated with q = 1.0, therefore higher than real.

Parete num. 15 Descrizione: Parete semplice n. 15 Larghezza: 527.0 cm, spessore: 25.0 cm, altezza: 465.0 cm

P c. Fx V My Mz o c. -------------- -------------l 1A 1438 22978 1535 10272 l 1B -11118 22978 1535 51896 l 1C 1438 22978 1356 10272 l 1D -11118 22978 1356 51896 l 1I -12682 39143 1132 91051 l 1J 3003 39143 1132 49427 l 1K -12682 39143 878 91051 l 1L 3003 39143 878 49427 l 2 -6734 4807 1021 3572

Pag.78 di 128 DESIGN ANALYSIS FINAL (100% design)

0 1A 2853 33279 1535 10272

0 1B -48552 33279 1535 51896

0 1C 2853 33279 1356 10272

0 1D -48552 33279 1356 51896

0 1I -53714 69622 1132 91051

0 1J 8015 69622 1132 49427

0 1K -53714 69622 878 91051

0 1L 8015 69622 878 49427

0 2 -32004 3530 18 28844

Parete num. 16 Descrizione: Parete semplice n. 16 Larghezza: 521.0 cm, spessore: 25.0 cm, altezza: 465.0 cm

P c. Fx V My Mz l 1A -945 31251 3204 4090 l 1B -19683 31251 3204 74044 l 1C -945 31251 1753 4090 l 1D -19683 31251 1753 74044 l 1I -1346 44145 2873 25533 l 1J -19283 44145 2873 95486 l 1K -1346 44145 1778 25533 l 1L -19283 44145 1778 95486 l 2 -15019 71 3745 -21394

0 1A 61 41147 3204 4090

0 1B -54232 41147 3204 74044

0 1C 61 41147 1753 4090

0 1D -54232 41147 1753 74044

0 1I 1773 74005 2873 25533

0 1J -55945 74005 2873 95486

0 1K 1773 74005 1778 25533

0 1L -55945 74005 1778 95486

0 2 -37793 1568 -510 -49000

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