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CC-0396-2018
TOWN OF QUEENSBURY ) 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: CC-0396-2018 Tax Map No: 308.20-1-3.3 Permission is hereby granted to: J.Luke Construction For property located at: 75 CAREY RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Mike O'Connor Business Office-Alteration $20,000.00 Owner Address: PO Box 34 Total Value $20,000.00 Cohoes,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency J.Luke Construction 796 Burdick ST Schenectady,NY 12047 Plans&Specifications Commercial Alteration 858 s.f. (Mezzanine) $ 257.40 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday,August 13,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before t e expiration ate. Dated at the To of Que n bury 4 , gust 13,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement t - _ e4 Office Use Only PRINCIPLE STRUCTURE PERMIT Permit#: C.C'O'-9 ko - 201`, APPLICATION Permit Fee:$ 2 .ko 742 Bay Road,Queensbury, NV 12804 *Rec.Fee:$ P: 518-761-8256 www queen-huh; Invoice#: 05Z/A Project Location: 75 Oi tOirb Tax Map #: .Z0 r- 1,`3 i 3 Subdivision Na ECIEEIVEh TOWN BD.RESOLUTION 86-2013.$850 recreation fee for new dwelling unit.: g e family,du lexes/tw - i y, multiplefamily, apartments,condominiums, townhouses,and'or manufacture° 1 dujiiNor ,Ziniciot m homes. This is in addition to the permit fee(s). !d CONTACT INFORMATION: TOWN OF QUEENSEURY BUILDING&CODES • Applicant: Name(s): e alV e-con,s7-2Uct(o a Mailing Address, C/S/Z: 1716 &f1a-ot jc `7 -Ace ,V LZYA( Cell Ph.: _( ) Land Line: ( 578) 3570 `(4"' Email: P- mtt)S vU e Cbrt • Primary Owner(s): Name(s): ,vvll I c00/die- 0 L 5 p( o(2 i2T(&-S (,LL Mailing Address, C/S/Z: Po &X 34 Co&Eo -S /sJ t Cell Ph.:__.( ) Land Line:_^( ) Email: • Contractor(s): .. Name(s): -4, r--E- COA ? VC`t(O0\I Mailing Address, CIS/Z: 71 Cp � ��(� �E� i L( NY I Z-30 Cell Ph.: ( ) Land Line: ($7 ) 356 -f4 SS- Email: P Re _ C`O' _ • Architect(s)/Engineer(s): Name(s): ikt ottf +: i e 1u . ` C6N1 Mailing Address, CIS/Z:1 fl /200 2-q 5 U(TE f et4-14-Thflivi MY 1730? Cell Ph.: _( ) Land Line:_(7'& ) 39 Z - 9020 Email: T 4- I 72e f Jl i./ai-U (6/<(t 60 • Contact Person for Building &Code Compliance: C fi-eWiel2414,4aki Cell Ph.: ( 5/ ) S --3739 Land Line: ( ) Email: RiTAC(- ,t(0T(2 s'V--te7?-00p COwfA Too Ruiiding R Cnde Enforcam,nt Princinie Structure Revised March 201R s PROJECT INFORMATION: TYPE: Commercial Residential WORK CLASS: Single-Family Two-Family _Multi-Family(#of ) Townhouse Business Office Retail Hotel/Motel $lndustrial/Warehouse Garage(#of cars ) Other(describe ) STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1sT floor: 1sT floor: 2"d floor: f358 5F 2nd floor: 3rd floor: Total square feet: Basement(habitable space): Total square feet: 8613 • ADDITIONAL PROJECT INFORMATION: ,c1-) 1. Estimated Cost of Construction: $' `eJC� 2. Proposed use of the building: (//� 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat(circle one): 4r Oil Propane Solar Other: (Fireplaces need a separate Fuel Burning Appliances&Chimney Application,one per appliance) S. Are there any structures not shown on the plot plan? YES Explain: 6. Are there any easements on the property? YES NO 7. SITE INFORMATION: a.What is the dimensions or acreage o.. he parcel? tOCg - b. Is this a corner lot? YES 0 c.Will the grade be changed as a result•f the construction? YES 10 d.What is the water source? PUBLIC PRIVATE LL e. Is the parcel on SEWER or a PRI - EPTIC system? e-PnCS,, Tn0 Buildine R.CndP rnfnrcprnant Prinrinla Ctrurtnra Rovicarl Mnrrh 761R DECLARATION: I. I acknowledge that no construction shall commence priorto issuance of a valid building perm and work will be completed within a 12 month period. 2_ lithe work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a t rue and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. I understand that IMre are required to provide an as-bui It survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: pA 1c SIGNATURE: , /6/ DATE: (.075//d G ToQ Buildine&Code Enforcement Prinrinla Stnu-tura Rr+vicpd Marrh 701R , iiiii-41; 1-11Eilir ENGINEERING & DESIGN Suite 1-437 State Route 295 Chatham,NY 12037 i "e TSchroder@EnginuityDesign.com a1 518-392-8020 RR I { E © E ll V E pi Structural Desi - JUN 2 5 2018 Calculation Package �0BUILD BUILDING&CODES Y Revision 0 Project: O'Connor Office Mezzanine Queensbury,NY 308.20-1-3.3 CC-0396-2018 FILE COPY O'Connor, Mike 75 Carey Road TOWN OF QUEENSBURY Comm. Alt. (Mezzanine) 585 s.f. BUILDING DEPARTMENT Based on our limited examination,compliance Prepared by: with our comments shalt ��ot be construed as indicating the plans aria specifications are in full compliance with the Building Codes of ja„of NEW y.. New York State. �� �1,. :.« • • • .4.1 -,..-4 iiiir 0 p.ti 41/ Timothy Schroder,PE June 22th,2018 2818048—O'Connor Office Mezz: Page 1 ti General Notes: Design is per 2015 New York State Building Code w12017 Uniform Code Supplement Design Live Load—150psf per client Material Notes: W-shapes: A992 (Fy=50ksi;Fu 65 ksi) •HSS: • A500 Or B(Fy 46ksi;Fu 58 ksi) Plates: A36 (Fy=36ksi;Fu 58 ksi) Concrete:.:'` f c=3000psi . •Bar Joist: .. Vulcraft 16K5 Form Deck: , Vulcraft l.0C20 G60 Galvanized Assumptions_ Footings designed for vertical loads only. (Lateral load addressed by building footing design.) Drawings: Coyle Building Systems Shop Drawings: Dated 5/14/2018 Monarch Design Group Contract Drawings: Dated 4/18/2018 2818048—O'Connor Office Mezz: Page 2 ,t. [aNEERINGMade by LPZ Date: &UESIGNi Mezzanine Design Checked by Date: Load& Design Summary This sheet summarizes the design of the concrete floor decking and barjoists for the proposed office mezzanine using Vu/crah`Catalog Data. Floor Decking: Design Live Load: QLL:-150 psf (From Client) Joist Spacing: S•:=24 /n (Bar Joist at24"o.c) Deck Allowable Loads: (4"CC- 1.0020 Deck wf3"Thick Concrete& Q.a/raeck,=40P Pa'f 4x4-W4.OxW4.0 Welded Wire Mesh) CHECK:=if(QLL�QAI/deck,`OK",`REV"} Floor Joist: Joist Span: Lsj:=19 ft±4°/n_ (E2D DWG-S101) Joist Spacing: S=24 in Design Live Load: QLL=150 psf Design Dead Load: QDL:=44 psf (Vu/craft 1.0C20 w/3"Thick Concrete) Total Joist Design Load: Wdes:=Sf.OLL+QDL)=388 p/f 360 (16K5, U240 Criteria Joist Allowable Loads: WAl t11= 426 p/f..-639.;:p/f 1/ulraftPG50) 240 WAtl t2=='550.::p/f. (16K5, Total Strength) min(wAtfstI: WA/,s/2)=550 p/f CHECK2:=if(WdesC WA/at,"OK„a"REV" Top Chord Extension Allowable Load: wA lltcx:=550 p/f (Vulcraft R1 TCX-2=6"Length) CHECKS:=if(wdes<WAIlfcx,"OK„,"REV") Created with PTC fvlathcad Express. See ff.; v.mathcad.com for more information. VULCRAFT \ r-u-k...1--x_r-u----1..._, 3.67' - nor 33"Cover Total 4' For 32"&36'Cover Slab Depth 1 .O C, CSV CONFORM �'" + : = ,, ,' I 32*,33",Or 36' ! MAXIMUM CONSTRUCTION CLEAR SPANS (S.D.L CRITERIA) Total NW CONCRETE LW CONCRETE Slab WEIGHT N=9 145 PCF WEIGHT N=14 110 PCF Depth DECK PSF 1 SPAN 2 SPAN 3 SPAN PSF 1 SPAN 2 SPAN 3 SPAN 1.0C26 25 3-8 4-10 4-10 19 3-11 5-1 5-1 2.5 1.0C24 25 4-11 6-5 6-6 19 5-3 6-10 6-11 (1=1.50) 1.0C22 25 6.0 7-10 7-10 20 6-5 8-0 8-3 1.0C20 26 6.8 8-3 8-3 20 7-3 8-11 9-0 1.5026 31 3-6 4-7 4-7 24 3-9 4-10 4-11 3 1.0C24 31 4-7 6-1 6-1 24 4-11 6-6 6-7 III f"" (t=2.00) 1.0C22 31 5-7 7-3 7-3 24 s-t 7-11 7-11 1.0020 32 6-3 7-8 7-8 25 6 10 8 5 8-5 CI) 1.0C26 37 3-4 4-4 4-5 28 3-7 4-8 4-9 O 3.5 1.0C24 37 4-4 5-9 5-t Q 29 4-9 6-2 6-3 l7. (t=2.50) 1.0C22 37 5.3 6-10 6-10 29 5-9 7-6 7-6 E 1.0C20 38 5-11 7-3 7-3 29 6 5 7-11 7-11 1,OC26 43 3-2 4-2 4-3 33 3 5 4-6 4-7 O 4 1.0C24 43 4-2 5-6 5.7 33 4-6 5-11 6-0 (,.) (t=3.00) 1.0C22 43 5-0 6-6 6-6 33 5-6 7-1 7-1 1.0C26 44 5-7 6-11 6-11 34 6-1 7-7 7-7 Z 1.0C26 49 3-1 4-1 4.1 37 3-4 4-4 4-5 O 4.5 1.0C24 49 4-0 5-4 5-4 38 4-4 5-9 5-10• Z 0=3.50) 1.0C22 50 4-9 6-3 6-3 38 5-3 6-10 6-10 1.0C20 50 5-4 6-8 6-8 38 5-10 7-3 7-3 1.0C26 55 2-11 3-11 4-0 42 3-2 4-3 4-3 ' 5 1.0C24 55 3-10 - 5-1 5.2 42 4-2 5-7 5-7 (t=4.00) 1.0C22 56 4-7 6-0 6-0 43 5-0 6-7 6-7 1.0C20 56 5-2 6-5 6-5 43 5-8 . 7-0 7-0 1.0C26 61 2-10 3-10 3-10 47 3-1 4-1 4-2 5.5 1.0C24 61 3-8 4-11 5.0 47 4-0 5-5 5-5 (1--4.50) 1.0022 62 4-5 5-10 5-10 47 4-10 6-4 6-4 1.0C20 62 5-0 6-2 6-2 47 5-5 6-9 6-9 REINFORCED CONCRETE SLAB ALLOWABLE LOADS Superimposed Uniform Load(psf)-3 Span Condition Slab REINFORCEMENT Clear Span(ft-in.) Depth W.W.F. As 3-0 3-3 3.6 3-9 4-0 4-6 5.0 5.6 6.0 6.6 7.0 6X6-W1.4XW1.4 0.028* 95 81 70 2.5 6X6-W2.IXW2.1 0.042 140 119 103 61=1.50) 6X6-W2.9XW2.9 0.058 189 161 139 6X6-W1.4XW1-4 0.028* 128 109 94 82 72 57 3 6X8-W2.1XW2.1 0.042 190 161 139 121 107 84 01=2.00) 6X6-1N2.9XW2.9 4.058 257 219 189 165 145 114 - , 6X6-W2-1XW2.1 0.042* 239 204 176 153 134 106 86 71 3.5 8X84W2.9XW2.9 0.058 326 277 239 208 183 145 117 97 6=2.50) 4X4.41/2.9XW2.9 0.087 400 400 350 305 268 212 172 142 6X6-W2.1XW2.1 0.042* 288 246 212 185 162 128 153 126 106 91 4 6X6-W2.9XW2.9 0.058' 394 336 289 252 222 175 205 169 142 121 01=3.00) 4X4-W2.9XW2.9 0.087 400- 400 400 371 326 257 298 247 207 177, 8X6-W2.1XW2.1 0.042" 338 288 248' 216 190 150 180 148 125 106 4.5 6X6-W2.9XW2.9 0.058' 400 394 340 296 260 205 241 199 168 143 (1=3.50) , 4X4-W2.9XW2.9 0.087 400 400 400 400 383 303 354 292 246 209 6X6-W2.9XW2.9 0.058* 400 400 390 339 298 236 278 230 193 5 4X4-W2.9XW2.9 0.087 400 400 400 400 400 348 400 338 284 0=4.00) 4X4-W4.0XW4.0 0.120 400 400 400 400 400 400 400 400 378 6X6-W2.9XW2.9 0.058* 400 400 400 383 337 266 315 260 219 5.5 4X4-W2.9XW2.9 0.087 400 400 400 400 400 394 400 384 322 (1=4.50) 4X4-W4.0XW4.0 0.120 400 400 400 400 400 400 400 400 400 NOTES: 1. 'As does not meet A.C.I.criterion for temperature and shrinkage. 2. Recommended conform types are based upon S.D.I.criteria and normal weight concrete. 3. Superimposed loads are based upon three span conditions and A.C.I.moment coefficients. 4. Load values for single span and double spans are to be reduced. 5. Vulcraft's painted or galvanized form deck can be considered as permanent support in most building applications. See page 23. If uncoated form deck is used,deduct the weight of the slab from the allowable superimposed uniform loads. 6. Superimposed load values shown in bold type require that meth be draped.See page 23. ,'tl.. "1y+. 26 American National Standard SJI K-2010 • STANDARD ASD LOAD TABLE OPEN WEB STEEL JOISTS, K-SERIES Based on a 50 ksi Maximum Yield Strength Adopted by the Steel Joist Institute November 4, 1985 Revised to May 18,2010—Effective December 31,2010 The BLACK figures in the Load Table give the TOTAL safe uniformly distributed load-carrying capacities,.in pounds per linear foot,of ASD K-Series Steel Joists. • The approximate joist weights, in pounds per linear foot, given in the Load Table may be added to the other building weights to determine the DEAD load. In all cases the DEAD load, including the joist self-weight,must be deducted from the TOTAL load to determine the LIVE load. The approximate joist weights do not include accessories. The RED figures in the Load Table represent the uniform load, in pounds per linear foot, which will produce an approximate joist deflection of 11360 of the span. This load can be linearly prorated to obtain the uniform load for supplementary deflection criteria (i.e. a uniform load which will produce a joist deflection of 11240 of the span may be obtained by multiplying the RED figure by 3601240). In no case shall the prorated load exceed the TOTAL load-carrying capacity of the joist. Where the joist span is in the RED SHADED area of the Load Table,the row of bridging nearest the mid span shall be diagonal bridging with bolted connections at chords and intersections. Hoisting cables shall not be released until this row of bolted diagonal bridging is completely installed. The RED SHADED area extends up through 60'-0". The approximate gross moment of inertia(not adjusted for shear deformation), in inches4, of a standard joist listed in the Load Table may be determined as follows: Ij=26.767(W)(L3)(106),where W=RED figure in the Load Table,and L=(span—0.33)in feet. The TOTAL safe uniformly distributed load-carrying capacities, in pounds per linear foot, of ASD K-Series Steel Joists shall not exceed 550 plf for spans shorter than what is explicitly shown in the Load Table. The maximum prorated RED load shall not exceed 550 plf(the TOTAL load-carrying capacity of the joist as given in the Standard ASD Load Table for Open Web Steel Joists, K-Series). Loads for span increments not explicitly given in the Load Table may be determined using linear interpolation between the load values given in adjacent span columns. For the proper handling of concentrated and/or varying loads,see Section 2.3 in the Code of Standard Practice for Steel Joist and Joist Girders. Si'• • 50 ,. 3 • a/W771:1 STANDARD LOAD TABLE FOR OPEN WEB STEEL JOISTS,K-SERIES Based on a 50 ksi Maximum Yield Stren.th-Loads Shown In Pounds Per Linear Foot Off) Joist 10K1 12K1 12K3 12K5 14K1 14K3 14K4 14K6 16K2 16K3 16K4 16 5 16K6 161(7 16K9 Designation , Depth fin) 10 i2 12 12 14 14 14 _ 14 _ 16 i6 16 6 16 16 16 Approx.WI 5.0 5.0 5.7 7.1 5.2 6.0 6.7 7.7 5.5 6.3 7.0 7.5 8.1 8.6 10.0 (lbs.ft.1 _ .. Spap(k.) 10 550 550 11 550 542 _ _ , 12 550 550 550 550 455 , 550 550 550 _ 13 479 550 550 550 363 510 510 510 - 14 412 500 550 550 550 550 550 550 289 425 , 463 463 550 550 550 550 . 15 358 434 543 550 511 ' 550 550 550 . 234 344 428 434 475 507 507 507 , 16 313 380 476 550 448 550 550 550 550 550 J 550 550 550 550 550 192 282 351 - 396 390 , 467 467 467 _ 550 550 550 550 550 550 550 17 277 336 420 550 395 495 550 ~ 550 512 550 550 550 550 550 550 159 234 291 366 324 404 443 443 488 526 _ 526 _ 526 526 526 526 18 246 299 374 507 352 441 530 550 456 508 550 550 550 550 550 134 197 245 317 272 339 397 408 409 456 490 490 490 490 490 19 221 268 335 454 315 395 475 550 408 455 547 550 550 550 550 113 167 207 269 230 287 336 38 _ 347 386 452 , 455 455 455 , 455 20 199 241 302 409 284 356 428 525 368 410 493 .,_,40. 550 550 550 97 142 177 230 197 246 287 347 297 330 386 4220' 426 426 426 21 218 273 370 257 322 388 475 333 371 447 '-`505''`- 548 550 550 123 153 198 170 2i2 248 299 255 285 333 373 405 406 406 22 199 249 337 234 293 353 432 303 337 406 458 498 550 550 106 132 172 147 1$4 215 259 222 247 289 323 351 ' 385 385 23 A8)I~ > 227 308 214 268 322 395 277 308 371 418 455 507 550 ..Z521li 116 150_ 128 160 188 226 194 216 252 282 307 339 363 24 4"166=. 208 282 196 245 295 362 254 283 340 384 418 465 550 11,141>: , 101 132 113 141 165 199 170 189 221 , 248 _ 269 298 , 346 25 180 226 272 334 234 260 313 353 384 428 514 100 124 145 175 150 167 195 219 , 238 263 311 26 166 209 251 308 216 240 . 289 326 355 395 474 88 110 129 156 _ 133 148 173 194 21 233 276 27 'y;:154:?g 193 233 285 200 223 268 302 329 366 439 -79'4. 98 115 139 119 132 155 173 188 208 26 • 28 <"443 180 216 265 • 186 207 249 281 306 340 408 `:"70:411i 8$ 103 124 106 118 _ 138 155 165 186 220 Y9 s'173_;y 193 232 261 285 317 380 .>:F<95;4n; 106 124 139 151 167 _ 198 30 061 R?y 18Qi•''-' 216 244 266 296 355 i w,1;:a 6-+:F-?lAt O 112 126 137 151 , 178 31 .,>1511,:; ;f68i4; 203 228 249 277 332 78s?� 87A., 101 114 124 137 161 32 ?;1142r468 is79Q <` 145' 233 259 311 7 s .?3s8 ";92 i-P O3<ii 112 124 147 .:y L6L i6.--„. 41/ 1111111 ''''SfIT ,t.• 51 • TOP CHORD EXTENSION LOAD TABLE (R TYPE) Based on a Yield Strength of SO ksi Pounds Per Linear Foot "S" "1" LENGTH(L1) TYPE ! (in.=) (in') 0'-6" i'-0" 1'-6" 2`-0" I 2%6" 3'-0" 3'-6" 4%0" I 4`-6" 15'-0"15'-6" 6`-0" R1 0.895 1.119 550 550 550 650 550 446 I 332 257 205 167 139 117 R2 0.923 1.157 550 I 550 550 t 550 550 460 343 26G 212 173 I 144 121 R3 11.039 11.299 550 550 I 550 9 550 550 1 518 I 386 I 299 239 I195 I 162 I 137 R4 1.147 1.433I 550 550 550 550 550 550 426 330 263 1214 178 150 R5 1.249 11,561 550 I 550 550 i; 550 550 550 ( 464 359 286 1233 194 164 R6 11.352 1.690 550 550 550 I 550 550 I 550 502 369 310 253 210 177 R7 1.422 1.802 I 550 I 550 550 550 550 550 528 I 409 326 266 221 186 R8 1.558 1.948 550 550 550 550 550 550 550 448 357 291 242 204 R9 1.673 2.091 550 550 ! 550 550 550 550 550 481 384 313 I 260 219 R10 1.931 2.414 550 I 550 I 550 f 550 550 1. 550 550 550 443 361 300 I 253 R11 12.183 2.729 550 550 550 550 550 I 550 550 550 501 408 339 287 R12 12.413 13.016I 550 I 550 550 ii 550 550 550 550 I 550 550 451 375 I 317 TOP CHORD EXTENSION LOAD TABLE (S TYPE) Based on a Maximum Yield Strength of 50 ksi Pounds Per Linear Foot LENGTH(L1) TYPE I (In?) (in.') 0'-6" 1'-0" 1'-6" 12'-0" 2'-6" I 3'-0" I 3'-6" 4'-0" 4'-6" S1 0.099 I 0.088 550 363 178 105 S2 0.127 I0.138 550 467 I 229 135 • S3 10.144 0.156 550 529 I 259 153 S4 0.160 0.172 550 550 288 170 112 SS 0.176 0.188 550 550 I 316 187 123 S6 0.192 0.204 550 550 345 204 135 S7 0.241 03061 550 550 433 256 169 120 S8 0.266 0.332 I 550 550 478 283 187 132 I S9 0.288 0.358I 550 550 518 306 I 202 143 107 S10 0.380 0.544 550 550 I 550 ( 404 I 267 189 1 141 109 S11 0.438 0.622 550 550 550 466 1307 218 I 162 126 100 S12 10.494 0.696 550 550 I 550 526 I 347 246 1183 142 113 /4e o • y�T110 62 A Structural Steel Framing Systems 0,6"..ow t,t STRUCTURAL STUD SECTION PROPERTIES www.Marin6WARE.com NOTES: 1.The centerline bend radius is based on the inside bend radius shown in the steel thickness table an page 4. 2. Effective section properties incorporate the strength increase due to cold work of forming as applicable per AIM 5100(A7.2), 3.Gross section properties are based on the full-unreduced cross section of the joist)stud sections,away from the punchouts. 4.For deflection calculations,use effective moment of inertia. 5.Allowable moment is based 6n the lesser of local buckling,Mal,and distortional buckling,Mad.Distortional buckling is based an an assumed K+-0. 6.* •Cold work of forming applied. 7.+ -Web slenderness ratio exceeds 200 and web stiffeners are required at support paints and concentrated loads. 8.See General Notes an Page B. GROSS PROPERTIES EFFECTIVE PROPERTIES TORSIONAL PROPERTIES M1N LIP DESIGN Fy AREA WEIGHT Ix Sx rx Iy ry Ixd 5xe Mal Mad vag Vln5t Jx100D Cw xo m ra B Lu TYPE MEMBER TH1C10Ess gn3 On.) 0030 010 OWN (iel fin:) tin.) PM tin.) POI (in.') (in:kl finek) Obl OW Gn.al fiel fin.I (in.) lin.) fin.) 212CW I8 ➢20 250313733 30340 33 �0.197 0.871 `.0203 0.163 112 02524 015 0.203 0.158 3.11 324 875 309 811767 4 0.0764 4.14 0.677 1.61 1499 35.6 • - 21200118 2513137.43 318 02451 33 0.255 0.868 0261 0.208 1401 0.0665 0511 0.251 0.205 4.53' 4.80 1265 394 0.172 0.0959 7.13 0170 1.60 1E01 33.6 212C4/18 2505137.431501.315 0.0451 50 0,255 0.868 0.261 1208 121 02566 0.511 0.201 0.197 5.09 592 1017 537 0.173 10955 4.13 0.670 1.66 0,501 287 212CW16 2508137.54 313 0.0586 50 0.316 1.07 0.318 0.255 120 00802 0501 0.318 6244 822' 8.34 2353 565 0.337 0.115 -1.72 0163 1.58 0.504 27.1 212014 25E16137-68 318 02713 50 0.390 1.33 0,300 1300 13993 01956 0.495 0.386 0.308 10,7' 10,7 2866 519 0,681 0.138 4.10 0.653 1.50 0.507 28.8 t<?`'.?: 212c1012 2505137-97 33 0.1017 50 0533 _ 1.82 11507_G.406 0.375 4121 0.478_0507 0.406 14.8' 14.8 3799 429 1.34 0.178 4.06_0.633 152_ 0.513 26.5 .41,11.`a_--.' 21259120 2500162-33 112 0.0346 33 0223 4759 0,235 0.18E1 1.03 0,0870 0.624 0,235 0.100 315 356 975 390 09691 0.146 •1.47 0.859 190 0.401 44.1 w ; 2125Wi8 250516243 112 0.0451 33 0280 0983 0,302 0.242 1.02 8.1t1 nose 0.302 0240 5,22' 5.25 1265 384 0.106 0.184 -1.46 0252 1.89 0.402 427 D.:1's=10. 212SW18 250618243151D 1)2 0.0151 50 0280 0.1183 0,302 0.242 1.02 0.111 0.520 0.302 0217 6.50 6.68 1917 597 0396 0.104 -146 0.052 1.89 0.402 35.7 0Ei;;1 2125011H 250316254 112 01566 64 1356 122 0.370 0296 1.02 0.135 0.613 0.370 0.184 9.42' 0A6 2359 565 0.383 0.223 4144 9.845 1.87 0.404 339 ''"'d 21251814 25e5162.68 112 08713 50 0.443 151 0,450 0360 1.01 0.162 46D5 0.450 0357 121' 112 2866 579 0.752 0.268 -1.42 0835 1.85 0.405 33.1 ��•Ik� 2120912 2503162-97 112 0,1017 50 0.010 227 0,587_0.470 11990 ➢21n 0507 0587 0.477 10.9' - 16.9 _3798 429 210 0.346 -1.39 0.815 too 0.4➢8 30.8 ,••211120 250020633 518 0.0346 33 0258 0.977 0.279 0223 1.04 0154 1773 0.273 0.197 390 4,09 875 399 0.101 0.302 4.63 1.11 232 0.312 589 t 212118 25070e43 518 0.0451 33 0.334 1.14 0.358 0.267 1.04 0.198 8.769 0.358 0.270 549 5.65 1285 394 0227 0.382 -191 1.10 2.31 0.312 56J 212113 250525643151 518 0.0451 50 0.334 1.14 ease 0.287 1.04 0.198 0.769 0.355 0.252 756 7.65 1917 507 0227 0.382 -191 1.10 231 0312 453 •)l..+ 212J16 2505200-54 618 10566 50 0.415 141 6.440 0.352 1.03 G241 1763 0.440 0.321 9.60 10.1 2353 565 0443 0464 -120 1.09 229 0.313 45.5 `•t `.r,T. 212114 25052e068 510 0.6713 50 0.515 1.75 0.536 0A30 142 0.293 0.755 0.537 0.417 83.8' 143 2866 619 0972 0561 -128 128 227 0313 42A 212112 250020097 518 0.1017 56 0.711 242 1710 0.575 1.01 0.386 0.737 0.719 0.575 19.8' 19.8 3798 429 245 0.725 494 106 222 0.314 43.3 '`•3.%'�`%':i -2127E20 250315033 518 110345 33 0.292 0.905 0.331 0265 110 0.262 0946T0.310 0114 422 4.44 975 309 0317 9.503 .2.42 137 289 6.756 665 2121E15 250525043 518 0.0451 33 0.37a 129 0.426 0341 1.06 0.335 0941 0.423 0197 517 5.24 1265 394 0.257 0.638 2.40 138 2.79 6258 66.8 212JE16 256525043(501 518 0.0451 50 0.319 1.28 0.428 1341 1.06 0.335 0.941 0.400 0265 7.05 8.26 1917 597 0.257 0.638 -2.40 136 2.79 0.258 53.0 212JE16 256025054 516 0,0556 50 1471 1.60 11524 0419 1.00 0,412 0,935 6.505 0.341 102 11.0 2353 565 0.503 0.778 -2.39 1.35 277 0.250 54.) 2121E14 2505250-68 518 0.0713 50 0.586 1.99 0.643 0.51(1 1.05 0.503 0.926 0.630 0,446 13A 141' 2866 519 0.993 0.044 3.37 1.34 2.75 0.258 54.5 - 212.1E12 2E0525047 515 0.1017 50 0213 2.77 0965 1602 153 0.670 0.908 1065 0,604 22.3' 23.3 3798 42B 220 125 2_33 132 2.71 0250 52.4 • 358CW20 362613733 318 M348 33 11236 0.804 0.478 4 11264 1.42 0059 0.501 0.47a 0.232 459 4.73 1024 521 00942 0.165 4.00 6615 141 4694 34.7 35851418 3525137.43 310 60451 33 0.305 1.04 0.010 0.340 1A2 1076 9.437 0,618 0320 0.2 6.65 1739 676 0207 0.268 0291 0,668 1,86 4697 342 35869118 35251374310) 316 0.0451 50 0.306 1.04 0.616 0.340 1.42 0.076 0,487 0.616 0.202 873 13,52 2141 632 0797 0208 1091 0.608 1.00 0.697 289 35869716 3823137.54 315 00596 60 0270 1.20 0.756 0417 1.41 0801 0.480 0.756 0.381 11.4 11J7 3372 1016 0.405 0151 1.078 0.601 1.79 0.700 279 358CW14 352513738 318 00713 50 0470 1.60 0.023 0100 1.40 0.109 0481 0922 0.493 14.8 15.2 4370 1004 0.797 0302 -0.959 0.592 177 0.704 279 358CW12 3625137.97 153 0.1017 50 0.648 220 123 _0.678 1.38 0.138 0.401 1.23 0.662 24,1' 24.7 5943 875 223 0.390 0.922_0.573 1.72 0.713 25.1 a.d , , I r Ii,, I . II: I 10: 11:: -I. . I 1..1 I, i . 4 I 1 I : I :I I I • ' . 3508218 3623162.43 112 0.0451 33 0.340 1.16 6.710 0,392 145 0.127 0.611 0.710 0312 7.34 7.62 1739 676 0.230 0376 -1.30 0.782 2.04 0.594 425 350SWI6 361516234 1)2 0.0566 50 0.422 1.44 0.073 0.482 1.44 0.154 0504 0973 0.444 13.3 13.6 3372 1016 0.451 1457 -1.20 0.774 2.02 0.507 34.4 358SW14 352516248 112 0.0713 50 0524 1.78 1.07 0.590 143 0.186 0,596 1.07 0.574 17,2 17.7 4370 1004 6.887 0552 4.25 0.785 2,00 0.600 34.4 35850712 3815162.97 112 0.1017 50 0.724 246 1.44 0.782 1A1 0241 0577 1.44 0.776 27,5' 28.1 5543 875 2.50 0.723 -1.23 0.745 1.95 1606 31.5 358SW10 3625162.118 _IQ 0.1242 60 0.863 294 1.67,,0.923 1.39 0.274 1663 1.67 0904 311' 338 6096 784 4.44 0.828 •1.20 6.731 1.92 0.611 31.1 358120 362520133 518 00346 33 0297 1.01 1648 0.359 1A8 0,177 0,772 f0.637 0294 541 6.19 1024 521 efts 0.677 -1.74 9,03 2.41 0.478 53.6 358.118 302221043 516 00451 33 0.385 131 0.836 6461 1A7 0227 0.767 0.835 0427 543 8.70 1739 676 0261 0.734 -1.73 1.02 2A0 0.480 53.5 356413 3625203431503 516 05451 50 0385 1.31 0,436 0.451 1.47 0.227 0.787 0.030 0377 11.3 11.9 2141 832 0251 0.734 473 1.02 2.40 0.460 433 358J16 352520064 618 10568 50 0.478 1.63 143 0.508 1.47 0277 0.761 1.02 0.480 14.7 15.5 3372 1010 0511 0.606 4-72 1.02 233 0.462 433 356114 362520080 518 09713 50 0.595 2.03 127 0.680 1.48 0.337 4759 127 0.066 20.0 20.5 4370 1004 1.01 1.09 7.70 1.01 236 0.484 43.3 358J12 362520097 516 11017 50 0.826 2.81 1.71 0.944 1,44 0.446 0.735 171 0.028 32.0' 32,6 5943 875 285 1.44 -1.66 0926 232 0487 40,5 _358J10 3625230.118 518 0.1242 50 0989 3.36 201 1.11 143 0.514 0.721 2J11 1.03 _33.6' _39.2 6996 784 5.08 168 -1.63 0.971_228 0400 4012 350.1E20 361525033 '510 0.0346 33 0331 1,13 0.760 6419 121 0.209 0.051 0.716 eats 6.23 656 V 1024 521 0.132 1965 -221 1.28 224 0.395 64.2 3564E18 3628250,43 518 0.0451 33 0.430 1.46 0.980 0.541 1.51 0.385 0.046 0973 0.449 8.88 9.36 1739 676 0.292 1.23 220 1.28 2.83 0.396 64.1 3501E18 162525043150) 510 0,0451 50 0.430 1.48 0.903 0.541 151 0,365 0,646 1921 0.390 11.7 12.3 2141 832 0.292 1.23 220 1.28 2.03 9.395 513 3503E16 352825154 510 0.0586 50 6.535 1-52 1.21 4668 150 0.473 0.940 1.16 0514 16.4 105 3372 1016 0571 151 .18 127 2.81 0.307 620 3511E14 3619250-68 523 0.0713 50 0.866 2.27 149 0.822 150 0.578 0.931 148 0.009 20.6 22.2 4370 1004 1.13 164 -217 1.26 279 0.398 520 3564E12 3625250-07 510 0.1017 50 0,027 3.16 2.03 1.12 1.48 0.773 0.913 203 1.05 35.2' 369 5943 875 3.20 245 -213 124 2.75 0.401 493 358JE10 3625250118 516 0.1242 - 50 1.11 3.78 2.39 13 8 am 1.47 _0.00 2.39 1.28433' 453 6900 704 5.72 2.85 -210 1.22 2.71 _0402 48.1 4CW20 4005137.33 318 0.0346 33 0248 015 0.803 0.302 1,56 4081 4498 0.603 0259 5.12 5.2B 976 505 0.0894 0.204 41965 0.557 1,05 0,741 041 411410 400513743 319 0.0451 33 0.323 1.10 1778 0388 155 0.078 0.491 0.779 0359 7.09 7.47 1739 810 0.219 0157 -0.954 0.511 1.89 0.744 34.3 4CW16 4005137.43(501 301 01451 50 0323 1.111 0376 0380 155 0.076 0491 0.776 0316 535 0.06 2141 697 0210 0257 4854 0691 1.69 0744 27.8 450016 4013137.64 318 0.0686 50 1411 1.36 0253 0.477 1.54 0.004 0,484 0253 0.28 128 t3A 3372 1223 0.420 0.311 -0.940 0.583 137 0747 27.7 410114 400313748 318 0.0713 50 0497 1.60 1.17 0203 193 0172 OA75 1.17 0950_16.7 17.4 4871 1356 Data 0.375 41922 0.574 195 0.751 275 . 45W20 436515233 112 0.0345 33 0.275 0.94 0.62 0.340 120 0.103 0.611 0592-0299 5.01 ^0.07 875 505 0,110 0.363 -1.20 0.768 2.12 0.644 42.3 460118 400516243 112 0,0451 33 0.357 1.21 0.092 0.446 1.51 0.131 0.606 0892 0.417 813 055 1738 810 0.242 6A60 4.25 0.761 211 9.047 422 450116 400518243 001 112 0.0451 50 0.357 1.21 0.892 0.445 153 0.131 0.606 0.802 0359 108 11A 2141 067 0.242 0460 4.25 0.781 2.11 0.847 34.2 465610 44105152.54 112 0.0566 50 0443 131 1.10 0540 1.57 0.159 0.600 1.10 0497' 14.9 153 3372 1223 0A73 0560 -1,24 0.754 210 0.640 34.1 45W14 4335162-08 112 0,0713 50 0550 1.87 1.35 0,673 1.00 0.192 0.591 1,35 0648 19.4 302 4871 1356 0933 0.677 -1.22 0.745 2.07 0,653 34.0 459112 400816297 112 0.1017 50 0.762 2.59 1.61 0.907 1.54 11250 0572 1.81 0992 31.8' 322 6658 1207 2.63 0.1189 -1,18 0.725 2,03 0.660 31.1 458010 4006162118 112 61242 50 0910 3.1D 212 1.06 153 0.283 0,556 212 4114 38.1' 382 7869 1102 4.68 112 4.15,0.711 1.08 0265 30.7 4CF52.712014 7 • Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:12PM Steel Beam Lic.{!:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typical Perimeter Girder CODE REFERENCES Calculations per AISC 360-10,IBC 2015,CBE 2016,ASCE 7-10 Load Combination Set: IBC 2006 Material Properties Analysis Methodilowable Strength Design Fy:Steel Yield 50.0 ksi Beam Bracing Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending 11(0.660)L(1.650) r.y 3 -_ ? . 2: 9 ,: i mow:; _w;n. :>.. __ - 't`,'„i„'- s.""a:. ••}? 'k.•.p:=' C;> .., dc.. W14x38 Span=20.Ott Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading . Loads on all spans... Uniform Load On ALL spans: D=0.060, L=0.150 ksf, Tributary Width= 11.0 ft . DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.765: 1 Maximum Shear Stress Ratio= 0.269: 1 Section used for this span W14x38 Section used for this span W14x38 Ma:Applied 117.400 k-ft Va:Applied 23.480 k . Mn 1 Omega:Allowable 153.443 k-ft Vn/Omega:Allowable 87.420 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 10.000ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 .- Maximum Deflection Max Downward Transient Deflection 0.534 in Ratio= 449>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.761 in Ratio= 316>=180 Max Upward Total Deflection 0.000 In Ratio= 0<180 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max"+"Dell Location in Span +D+L+H 1 0.7605 10.057 0.0000 0.000 Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 23.480 23.480 Overall MINimum 4.188 4.188 D Only 6.980 6.980 +D+L+H 23.480 23.480 +D+Lr+H 6.980 6.980 +D+S+H 6.980 6.980 +D+0.750Lr+0.750L+11 19.355 19.355 +D+0.750L+0.750S+H 19.355 19.355 +D+W+H 6.980 6.980 +D+0.70E+H 6.980 6.980 +D+0.750Lr+0.750L+0.750W+H 19.355 19.355 ' +D+0.750Lr+0.750L+0.5250E+H 19.355 19.355 +D+0.750L+0.750S+0,750W+H 19.355 19.355 +D+0.750L+0.750S+0.5250E+H 19.355 19.355 +0.600+W+H 4.188 4.188 • +0.600+0.70E+H 4.188 4.188 D Only 6.980 6.980 Lr Only 1 1 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: . Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:12PM Steel Beam Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typical Perimeter Girder Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 L Only 16.500 16.500 S Only W Only E Only H Only Steel Section Properties : W14x38 Depth = 14.100 in I xx = 385.00 in^4 J = 0.798 in^4 Web Thick = 0.310 in S xx 54.60 in"3 Cw = 1,230.00 inA6 Flange Width = 6.770 in R)ot = 5.870 in Flange Thick = 0.515 in Zx = 61.500 in^3 Area = 11.200 in"2 I yy = 26.700 in^4 Weight = 38.000 pif S yy = 7.880 in"3 Wno = 23.000 in^2 Kdesign = 0.915 in R yy = 1.550 in Sw = 20.000 inA4 K1 = 0.813 in Zy = 12.100 in^3 Of = 11.300 in^3 its = 1.820 in Ow = 30.300 inA3 Ycg = 7.050 in Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Decor: Info@EnginuityDesign_com Printed:22 JUN 2018, 1:19PM Steel Column Lic.#:KW06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typical Column w1 Max Loading Code References Calculations perAISC 360-10,IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used:IBC 2006 General Information Steel Section Name : HSS4x4x5!16 Overall Column Height 10.0 ft Analysis Method: Allowable Strength Top&Bottom Fixity Top&Bottom Pinned Steel Stress Grade Brace condition for deflection(buckling)along columns: Fy:Steel Yield 46.0 ksi X-X(width)axis: E:Elastic Bending Modulus 19,000.0 ksi Unbraced Length for X-X Axis buckling=10.0 ft,K=1.0 Y-Y(depth)axis: Unbraced Length for Y-Y Axis buckling=10.0 ft,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included: 148.30 lbs*Dead Load Factor AXIAL LOADS... Axial Load at 10.0 ft,D=13.960,L=33.0 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.8119 : 1 Maximum Load Reactions.. Load Combination +D+L+H Top along X-X 0.0 k Location of max.above base 0.0 ft Bottom along X-X 0.0 k At maximum location values are... Top along Y Y 0.0 k • Pa:Axial 47.108 k Bottom along Y-Y 0.0 k Pn/Omega:Allowable 58.024 k Ma-x:Applied 0.0 k-ft Maximum Load Deflections... Mn x!Omega:Allowable 12.831 k ft Along Y Y 0.0 in.at 0.0ft above base ft for load combination Ma-y:Applied 0.0 k- Mn-y i Omega:Allowable 12.831 k-ft Along X-X 0.0 in at 0.0ft above base • for load combination: PASS Maximum Shear Stress Ratie 0.0 : 1 Load Combination Location of max.above base 0.0 ft At maximum location values are... Va:Applied 0.0 k Vn/Omega:Allowable 0.0 k Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location D Only 0.243 PASS 0.00 ft 0.000 PASS 0.00 ft +D+L+H 0.812 PASS 0.00 ft 0.000 PASS 0.00 ft +D+Lr+H 0.243 PASS 0.00 ft 0.000 PASS 0.00 ft +D+S+H 0.243 PASS 0.00 ft 0.000 PASS 0.00 ft +D+O.750Lr+0.750L+H 0.670 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.750S+H 0.670 PASS 0.00 ft 0.000 PASS 0.00 ft +D+W+H 0.243 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.70E+H 0.243 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750Lr+0.750L+0.750W+H 0.670 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750Lr+0.750L+0.5250E+H 0.670 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.7505+0.750W+H 0.670 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.7505+0.5250E+H 0.670 PASS 0.00 ft 0.000 PASS 0.00 ft +0.60D+W+H 0.146 PASS 0.00 ft 0.000 PASS 0.00 ft +0.60D+0.70E+H 0.146 PASS 0.00 ft 0.000 PASS 0.00 ft Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:19PM Steel Column Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typical Column wi Max Loading Maximum Reactions Note:Only non-zero reactions are listed. Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k-ft My-End Moments Load Combination @ Base @ Base @ Top @ Base @ Top @ Base ©Top @ Base @ Top D Only 14.108 +D+L+H 47.108 +D+Lr+H 14.108 +D+S+H 14.108 +D+0.750Lr+0.750L+H 38.858 +D+0.750L+0.750S+H 38.858 +D+W+H 14,108 +D+0.70E+H 14.108 +D+0.750Lr+0.750L+0.750W+H 38.858 +D+0.750Lr+0.750L+0.5250E+H 38.858 • +D+0.750L+0.750S+0.750W+H 38.858 +13+0.750L+0.7505+0.5250E+H 38.858 +0.60D+W+H 8.465 +0.60D+0.70E+H 8.465 D Only 14.108 Lr Only L Only 33.000 S Only W Only • E Only H Only • Extreme Reactions Axial Reaction X X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k-ft My-End Moments Item Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @Base @ Top Axial @ Base Maximum 47.108 Minimum Reaction, X-X Axis Base Maximum 14.108 • Minimum 14.108 Reaction, Y-Y Axis Base Maximum 14.108 Minimum 14.108 Reaction, X-X Axis Top Maximum 14.108 Minimum 14.108 Reaction, Y-Y Axis Top Maximum 14.108 Minimum 14.108 Moment, X-X Axis Base Maximum 14.108 Minimum 14.108 Moment, Y-Y Axis Base Maximum 14.108 Minimum 14.108 Moment, X-X Axis Top Maximum 14.108 Minimum 14.108 Moment, Y-Y Axis Top Maximum 14.108 Minimum 14.108 Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.750W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.7505+0.750W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.7505+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:19PM Steel Column Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typical Column w/Max Loading Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance +0.60D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 In 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 In 0.000 ft 0.000 in 0.000 ft E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft • H Only 0.0000 In 0.000 ft 0.000 in 0.000 ft Steel Section Properties : HSS4x4x5/16 Depth = 4.000 in I xx = 9.14 in"4 J = 15.300 left Design Thick = 0.291 in S xx = 4.57 inA3 Width = 4.000 in R xx = 1.490 in Wall Thick = 0.313 in Zx = - 5.590 inA3 Area = 4.100 in"2 I yy = 9.140 in44 C = 7.910 inA3 Weight = 14.830 plf S yy = 4.570 inA3 R yy = 1.490 in Ycg = 0.000 in • Sketches . 46990k um. Y . j 1 ,t>a � ri1 X c •,. ,'Load 1 .. o �-zr � s i •,�. 4.aa�rt I ,' Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham, NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:25PM Steel Beam Lie.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Stair Stringer CODE REFERENCES Calculations per AISC 360-10,IBC 2015,CBC 2016,ASCE 7-10 Load Combination Set:IBC 2006 Material Properties Analysis MethoAllowabie Strength Design Fy:Steel Yield 50.0 ksi Beam Bracing Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending D(0.0101 L(0.30) d o o Y, e, MC12x14.3 Span=18.0ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Loads on all spans... Uniform Load on ALL spans: D=0.0050, L=0.150 ksf, Tributary Width=2.0 ft • DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.331: 1 Maximum Shear Stress Ratio= 0.054: 1 Section used for this span MC12x14.3 Section used for this span MC12x14.3 Ma:Applied 13.134 k-ft Va:Applied 2.919 k Mn/Omega:Allowable 39.671 k-ft Vn(Omega:Allowable 53.892 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 9.000ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection . Max Downward Transient Deflection 0.322 in Ratio= 669>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.349 in Ratio= 619>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Overall Maximum Deflections • Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+L+H 1 0.3487 9.051 0.0000 0.000 Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.919 2.919 Overall MINimum 0.131 0.131 D Only 0.219 0,219 +D+L+H 2.919 2,919 +D+Lr+H 0.219 0.219 +D+S+H 0.219 0.219 +D+0,750Lr+0.750L+H 2.244 2,244 +D+0.750L+0.750S+H 2.244 2.244 +D+W+H 0.219 0.219 +D+0.70E+H 0.219 0.219 +D+0,750Lr+0.750L+0.750W+H 2.244 2.244 +D+0,750Lr+0.750L+0.5250E+H 2.244 2.244 +1)+0.750L+0.7505+0.750W+H 2.244 2.244 +D+0.750L+0.750S+0.5250E+H 2.244 2.244 +0.60D+W+H 0.131 0.131 +0.60D+0.70E+H 0.131 0.131 D Only 0.219 0.219 Lr Only f Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:25PM Steel Beam Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Stair Stringer Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 I Only 2.700 2.700 S Only • W Only E Only H Only Steel Section Properties : MC12x14.3 Depth = 12.000 in I as = 76.10 inA4 J = 0.117 inA4 Web Thick = 0.250 in S xx 12.70 inA3 Cw = 32.80 inA6 Flange Width = 2.120 in R xx = 4.270 in Ro = 4.370 in Flange Thick = 0.313 in Zx = 15.900 inA3 H = 0.965 in Area = 4.180 inA2 I yy = 1.000 inA4 Weight = 14.300 plf S yy = 0.574 inA3 Wno = 8.390 inA2 Kdesign = 0.750 in R yy = 0.489 in Sw = 1.890 inA4 Zy = 1.210 inA3 Of = 3.420 inA3 its = 0.672 in Qw = 7.920 inA3 Ycg = 6.000 in Wn2 = 0.000 Xcg = 0.377 in Sw2 = - 1.600 Xp = 0.174 in • Sw3 = 0.796 Eo = 0.435 in Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:42PM General Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description; Typ Interior Footing Code References Calculations per AC1318-14, IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used:IBC 2006 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Beari = 2.50 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel%Bending Reinf. = Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0: 1 Min.Sliding Safety Factor = 1.0:1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears : Yes ksf when max.length or width is greater than Add Pedestal WtforSoil Pressure No = ft Use Pedestal wt for stability,mom&shear No Dimensions Width parallel to-X-X Axis = 5.50 ft Length parallel to Z-Z Aids = 5.50 ft z Footing Thickness = 15.0 in z r q y't 1a• y�i 13 ,�, ,, k , ., ,. -Fiyam'., 7, Pedestal dimensions... x . ..__._.t " ' iaifftial -_x px:parallel to X-X Axis = in 3 1 #pia-nil pz:parallel to Z-Z Axis = in � ,1x 1z Height - in 4.11fa Rebar Centerline to Edge of Concrete... ,, >, • a, at Bottom of footing = 3.0 in hll �A-;=tiPt p •' Reinforcing i w Bars parallel to X-X Axis Number of Bars = 6.0 Reinforcing Bar Size = # 5 Bars parallel to Z-Z Axis Number of Bars = 6.0 Reinforcing Bar Size = # 5 '",.:. __ ,;.:_• Irk .,::a;.s _y , ::_,,, Bandwidth Distribution Check (ACI 15.4.4.2) -- Direction Requiring Closer Separatio n/a #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 13.960 33.0 k OB:Overburden = ksf M-xx = k-ft M-zz = k-ft V-x = k V-z = . k Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham, NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:42PM General Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typ Interior Footing DESIGN SUMMARY Design OK Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.6936 Soil Bearing 1.734 ksf 2.50 ksf +D+L+H about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.4896 Z Flexure(+X) 8.694 k-ft/ft . 17.757 k-ftlft +1.20D+0.50Lr+1.60L+1.60H PASS 0.4896 Z Flexure(-X) 8.694 k ft/ft 17.757 k-ftlft +1.20Dt0.50Lr+1.60L+1.60H PASS 0.4896 X Flexure(+Z) 8.694 k-ft/ft 17.757 k-ft/ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.4896 X Flexure(-Z) 8.694 k-ft/ft 17.757 k-ft/ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.3420 1-way Shear(+X) 28.102 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3420 1-way Shear(-X)- 28.102 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3420 1-way Shear(+Z) 28.102 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3420 1-way Shear(-Z) 28.102 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.7111 2-way Punching 116.838 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @_Location Actual/Allow Load Combination... Gross Allowable , (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,D Only 2.50 n/a 0.0 0.6427 0.6427 n/a n/a 0.257 . X-X,+D+L+H 2.50 n/a 0.0 • 1.734 1.734 n/a n/a 0.694 X-X,+D+Lr+H 2.50 n/a 0.0 0.6427 0.6427 n/a n/a 0.257 X-X,+D+S+H 2.50 n/a 0.0 0.6427 0.6427 n/a n/a 0.257 X-X,+D+0.750Lr+0.750L+H 2.50 n/a 0.0 1.461 1.461 n/a n/a 0.584 X-X,+D+0.750L+0.750S+H 2.50 n/a 0.0 1.461 1.461 n/a n/a 0.584 X-X,+D+W+H 2.50 n/a 0.0 0.6427 0.6427 n/a n/a 0.257 X-X,+D+0.70E+H 2.50 n/a 0.0 0.6427 0.6427 n/a n/a 0.257 X-X,+D+0.750Lr+0.750L+0.750V1 2.50 n/a 0.0 1.461 1.461 n/a n/a 0.584 X-X,+D+0.750Lr+0.750L+0.52501 2.50 n/a 0.0 1.461 1.461 n/a n/a 0.584 X-X,+D+0.750L+0.750S+0.750W 2.50 n/a 0.0 1.461 1.461 n/a n/a 0.584 X-X,+D+0.750L+0.750S+0.5250E 2.50 n/a 0.0 1.461 1.461 n/a n/a 0.584 X-X,+0.60D+W+H 2.50 n/a 0.0 0.3856 0.3856 n/a n/a 0.154 X-X,+0.60D+0.70E+H 2.50 n/a 0.0 0.3856 0.3856 n/a n/a 0.154 Z-Z,D Only 2.50 0.0 n/a n/a n/a 0.6427 0.6427 0.257 Z-Z,+D+L+H 2.50 0.0 n/a n/a n/a 1.734 1.734 0.694 Z-Z,+D+Lr+H 2.50 0.0 n/a n/a n/a 0.6427 0.6427 0.257 Z-Z,+D+S+H 2.50 0.0 n/a n/a n/a 0.6427 0.6427 0.257 Z Z,+D+0,750Lr+0.750L+H 2.50 0.0 n/a n/a n/a 1.461 1.461 0.584 Z-Z,+D+0.750L+0.750S+H 2.50 0.0 n/a n/a n/a 1.461 1.461 0.584 Z-Z,+D+W+H 2.50 0.0 n/a n/a n/a 0.6427 0.6427 0.257 Z-Z,+D+0.70E+H 2.50 0.0 n/a n/a n/a 0.6427 0.6427 0.257 Z-Z,+D+0.750Lr+0.750L+0.750iA 2.50 0.0 n/a n/a n/a 1.461 1.461 0.584 Z-Z,+D+0.750Lr+0.750L+0.52501 2.50 0.0 n/a n/a n/a 1.461 1.461 0.584 Z-Z,+D+0.750L+0.750S+0.750W 2.50 0.0 n/a nta n/a 1.461 1.461 0.584 Z-Z,+D+0.750L+0.750S+0.5250E 2.50 0.0 n/a n/a n/a 1.461 1.461 0.584 Z-Z,+0.60D+W+H 2.50 0.0 n/a n/a n/a 0.3856 0.3856 0.154 Z-Z,+0.60D+0.70E+H 2.50 0.0 n/a n/a n/a 0.3856 0.3856 0.154 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning All units k Sliding Stability Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding . Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: • Info@EnginuityDesign.com Printed:22 JUN 2018, 1:42PM General Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typ Interior Footing Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req`d Gym.As Actual As PheMn Status k-ft Surface in^2 in^2 inA2 k-ft X-X,+1.40D 2.443 +Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.40D 2.443 -Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+0.50Lr+1.60L+1.60F 8.694 +Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+0.50Lr+1.60L+1.60F 8.694 -Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+1.60L+0.50S+1.60H 8.694 +Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+1.60L+0.50S+1.60H 8.694 -Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+1.60Lr+0.50L 4.157 +Z Bottom 0.324 Min Temp% 0.3382 17.757 OK ' X-X,+1.20D+1.60Lr+0.50L 4.157 -Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+1.60Lr+0.80W 2.094 +Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+1.60Lr+0,80W 2.094 -Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+0.50L+1.60S 4.157 +Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+0.50L+1.60S 4.157 -Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+1.60S+0.80W 2.094 +Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+1.60S+0.80W 2.094 -Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+0.50Lr+0.50L+1.601i 4.157 +Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.24D+0.50Lr+0.50L+1.6011 4.157 -Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+0.50L+0.50S+1.60VI 4.157 +Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+0.50L+0.50S+1.60VI 4.157 -Z Bottom 0.324 Min Temp° 0.3382 17.757 OK X-X,+1,20D+0.50L+0.70S+E 4.157 +Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+1.20D+0.50L+0.70S+E 4.157 -Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+0.90D+1.60W+1.60H 1.571 +Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+0.90D+1.60W+1.60H 1.571 -Z Bottom 0.324 Min Temp% 0.3382 17.757 OK X-X,+0.90D+E+1.60H 1.571 +Z Bottom - 0:324'Min Temp% 0.3382 - 17.757 OK X-X,+0.90D+E+1.60H 1.571 -Z Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.40D 2.443 . -X Bottom 0.324 Min Temp% 0.3382 17.757. OK Z-Z,+1.40D 2.443 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+0.50Lr+1.60L+1.601- 8.694 -X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+0.50Lr+1.60L+1.601- 8.694 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+1.60L+0.50S+1.60H' 8.694 -X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+1.60L+0.50S+1.60H 8.694 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+120D+1.60Lr+0.50L 4.157 -X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+1.60Lr+0.50L 4.157 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+1.60Lr+0.8OW 2.094 -X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+1.60Lr+0.80W 2.094 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+0.50L+1.60S 4.157 -X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+0.50L+1.60S 4.157 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+1.60S+0.80W 2.094 -X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+1.60S+0.80W 2.094 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+0.50Lr+0.50L+1.60V 4.157 -X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+0.50Lr+0.50L+1.60V 4.157 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+0.50L+0.50S+1.60V1 4.157 -X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+0.50L+0.50S+1.6041 4.157 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+0.50L+0.70S+E 4.157 -X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+1.20D+0.50L+0.70S+E 4.157 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+0.90D+1.60W+1.60H 1.571 -X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+0.90D+1.60W+1.60H 1.571 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+0.90D+E+1.60H 1.571 -X Bottom 0.324 Min Temp% 0.3382 17.757 OK Z-Z,+0.90D+E+1.60H 1.571 +X Bottom 0.324 Min Temp% 0.3382 17.757 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+7 Vu:Max Phi Vn. Vu 1 Phi*Vn Status +1.40D 7.90 psi 7.90 psi 7.90 psi 7.90 psi 7.90 psi 82.16 psi 0.10 0.00 +1.20D+0.50Lr+1.60L+1.60H 28.10 psi 28.10 psi 28.10 psi 28.10 psi 28.10 psi 82.16 psi 0.34 0.00 +1.20D+1.60L+0.50S+1.60H 28.10 psi 28.10 psi 28.10 psi 28.10 psi 28.10 psi 82.16 psi 0.34 0.00 +1.20D+1.60Lr+0.50L 13.44 psi 13.44 psi 13.44 psi 13.44 psi 13.44 psi 82.16 psi 0.16 0.00 +1.20D+1.60Lr+0.80W 6.77 psi 6.77 psi 6.77 psi 6.77 psi 6.77 psi 82.16 psi 0.08 0.00 +1.20D+0.50L+1.60S 13.44 psi 13.44 psi 13.44 psi 13.44 psi 13.44 psi 82.16 psi 0.16 0.00 +1.20D+1.60S+0.80W 6.77 psi 6.77 psi 6.77 psi 6.77 psi 6.77 psi 82.16 psi 0.08 0.00 +1.20D+0.50Lr+0.50L+1.60W 13.44 psi 13.44 psi 13.44 psi 13.44 psi 13.44 psi 82.16 psi 0.16 0.00 +1.20D+0.50L+0.50S+1.60W 13.44 psi 13.44 psi 13.44 psi 13.44 psi 13.44 psi 82.16 psi 0.16 0.00 +1.20D+0.50L+0.70S+E 13.44 psi 13.44 psi 13.44 psi 13.44 psi 13.44 psi 82.16 psi 0.16 0.00 +0.90D+1.60W+1.60H 5.08 psi 5.08 psi 5.08 psi 5.08 psi 5.08 psi 82.16 psi 0.06 0.00 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:42PM General Footing Lie.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typ Interior Footing One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu I Phi*Vn Status +0.90D+E+1.60H 5.08 psi 5.08 psi 5.08 psi 5.08 psi 5.08 psi 82.16 psi 0.06 0.00 Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu I Phi*Vn Status +1.40D 32.83 psi 164.32 psi 0.1998 OK +1.20D+0.50Lr+1.60L+1.60H 116.84 psi 164.32psi 0.7111 OK +1.20D+1.60L+0.50S+1.60H 116.84 psi 164.32 psi 0.7111 OK +1.20D+1.60Lr+0.50L 55.86 psi 164.32psi 0.3399 OK +1.20D+1.60Lr+0.80W 28.14 psi 164.32psi 0.1713 OK +1.20D+0.50L+1.605 55.86 psi 164.32ps1 0.3399 OK +1.20D+1.60S+0.80W 28.14 psi 164.32psi 0.1713 OK +1.20D+0.50Lr+0.50L+1.60W 55.86 psi 164.32 psi 0.3399 OK +1.20D+0.50L+0.50S+1.60W 55.86 psi 164.32 psi 0.3399 OK +1.20D+0.50L+0.70S+E 55.86 psi 164.32psi 0.3399 OK +0.90D+1.60W+1.60H 21.11 psi 164.32psi • 0.1284 OK +0.90D+E+1.60H 21.11 psi 164.32psi 0.1284 OK • • Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:44PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-7&A-8 Code References _ Calculations per ACI 318-14,IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used:IBC 2006 General Information Material Properties Analysis/Design Settings fc:Concrete 28 day strength 3 ksi Calculate footing weight as dead load? Yes fy: Rebar Yield 60 ksi Calculate Pedestal weight as dead load? No Ec:Concrete Elastic Modulus 3122 ksl Min Steel%Bending Reinf(based on'd') Concrete Density 145 pcf Min Allow%Temp Reinf(based on thick) 0.0018 :Phi Value: Flexure: 0.9 Min.Overturning Safety Factor 1: 1 Shear: 0.75 Min.Sliding Safety Factor 1: 1 Soil Information Allowable Soil Bearing 2.50 ksf Soil Bearing increase Increase Bearing By Footing Weight No Footing base depth below soil surface ft Soil Passive SlidingResistance 250 Increases based on footing Depth... pcf Allowable pressure increase per foot ksf (Uses entry for"Footing base depth below soil surface"for force) when base of footing is below ft Coefficient of Soil/Concrete Friction 0.3 Increases based on footing Width... Allowable pressure increase er foot ksf when maximum length or width is great( ft Maximum Allowed Bearing Pressure 10 ksf (A value of zero implies no limit) Adjusted Allowable Soil Bearing 2.50 ksf (Allowable Soil Bearing adjusted for footing weight and depth&width Increases as specified by user.) Dimensions&Reinforcing Distance Left of Column#1 = 2.583 ft Pedestal dimensions... As As Between Columns = 1.833ft Bars left of Col#1 Count Size# Provided Req'd Distance Right of Column#:= 2.583ft COl#1 Cal#2 Bottom Bars 8.0 5 2.480 2.430 in": Total Footing Length = 6.999 ft Sq.Dim. = 12 12 in Top Bars 2.0 5 0.620 0.0 in": Height = in Bars Btwn Cols Footing Width = 7.50ft Bottom Bars 8.0 5 2.480 2.430 inA; Footing Thickness = 15.0 in Top Bars 2 5 0.620 0.0 in^. Bars Right of Col#2 Rebar Center to Concrete Edge @ Top = 3 in Bottom Bars 8.0 5 2.480 2.430 in^; Rebar Center to Concrete Edge @ Bottom = 3 in Top Bars 2.0 5 0.620 0.0 in"'; Applied Loads Applied @ Left Column D Lr L S W E H Axial Load Downward = 3.70 18.60 25.90 k Moment(+CW) _ k-ft Shear(+X) = k Applied @ Right Columi Axial Load Downward = 13.960 33.0 k Moment(+CW) = k-ft Shear(+X) = k Overburden = I2.T 1,.10' 2,7. zxs `' xas 4 ■ II —_1?7 aits 2.-r I r-ia I 2.-r —.__._.... z _--_....__.. .. _ ......_....—_ ra Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State,Route 295 Project ID: Chatham, NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:44PM Combined Footing Lie.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-7&A-8 DESIGN SUMMARY Design OK Factor of Safety Item Applied Capacity Governing Load Combination PASS No OTM Overturning 0.0 k-ft 0.0 k-ft No OTM PASSNo Sliding Sliding 0.0 k 8.152 k No Sliding PASS No Uplift Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.7169 Soil Bearing 1.792 ksf 2.50 ksf +D+L+H PASS 0.1910 1-way Shear-Col#1 15.688 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2124 1-way Shear-Col#2 17.451 psi 82.158 psi +1.20D+1.60L+0.506+1.60H PASS 0.2148 2-way Punching-Col#1 35.301 psi 164.317 psi +1.200+1.60S+0.80W PASS 0.2197 2-way Punching-Col#2 36.094 psi 164.317 psi +1.20D+1.60S+0.80W PASSJo Bending Flexure-Left of Col#1 -Top 0.0 k-ft 0.0 k-ft N/A PASS 0.2070 Flexure-Left of Col#1 -Bottom 26.973 k-ft 130.302 k-ft +1.20D+0.50L+1.605 PASSJo Bending Flexure-Between Cols-Top 0.0 k-ft 0.0 k-ft N/A PASS 0.3348 Flexure-Between Cols-Bottom 43.619 k-ft 130.302 k-ft +1.20D+1.60L+0.50S+1.60H PASSJo Bending Flexure-Right of Cal#2-Top 0.0 k-ft 0.0 k-ft N/A PASS 0.2848 Flexure-Right of Col#2-Bettor 37.104 k-ft 130.302 k-ft +1.20D+1.60L+0.50S+1.60H Soil Bearing • Eccentricity Actual Soil Bearing Stress Actual/Allow Load Combination Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 27.17 k 0.346 ft 0.36 ksf 0.67 ksf 2.50 ksf 0.268 +D+L+H 60.17 k 0.659 ft 0.50 ksf 1.79 ksf 2.50 ksf 0.717 +D+Lr+H 45.77 k -0.167 ft 1.00 ksf 0.75 ksf 2.50 ksf 0.399 +D+S+H 53.07 k -0.270 ft 1.24 ksf 0.78 ksf 2.50 ksf 0.498 +D+0.75OLr+0.750L+H 65.87 k 0.293 ft 0.94 ksf 1.57 ksf 2.50 ksf 0.628 +D+0.750L+0.750S+H 71.35 k 0.200 ft 1.13 ksf 1.59 ksf 2.50 ksf 0.637 +D+W+H 27.17 k 0.346 ft 0.36 ksf 0.67 ksf 2.50 ksf 0.268 +D+0.70E+H 27.17 k 0.346 ft 0.36 ksf 0.67 ksf 2.50 ksf -0.268 +D+0.75QLr+0.750L+0.750W+H 65.87 k 0.293 ft 0.94 ksf 1.57 ksf 2.50 ksf 0.628 +D+0.750Lr+0.750L+0.5250E+H 65.87 k 0.293 ft 0.94 ksf 1.57 ksf 2.50 ksf 0.628 +D+0.750L+0.7505+0.750W+H 71.35 k 0.200 ft 1.13 ksf 1.59 ksf 2.50 ksf 0.637 +D+0.750L+0.750S+0.5250E+H 71.35 k 0.200 ft - 1.13 ksf 1.59 ksf 2.50 ksf 0.637 +0.60D+W+H 16.30 k 0.346 ft 0.22 ksf 0.40 ksf 2.50 ksf 0.161 +0.60D+0.70E+H 16.30 k 0.346 ft 0.22 ksf 0.40 ksf 2.50 ksf 0.161 Overturning Stability oments about Left Edf k-ft invents about Right Ed k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D Only 0.00 0.00 999.000 0.00 0.00 999.000 +D+L+1-1 0.00 0.00 999.000 0_00 0.00 999.000 +D+Lr+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+S+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+W+H 0.00 0.00 999_000 0.00 0.00 999.000 +D+0.70E+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L+0.750W+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L+0.5250E+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S+0.750W+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.7505+0.5250E+H 0.00 0.00 999.000 0.00 0.00 999.000 +0.60D+W+H 0.00 0.00 999.000 0.00 0.00 999.000 +0.60D+0.70E+H 0.00 0.00 999.000 0.00 0.00 999.000 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio D Only 0.00 k 8.15 k 999 +D+L+H 0.00 k 18.05 k 999 +D+Lr+H 0.00 k 13.73 k 999 +D+S+H 0.00 k 15.92 k 999 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com • Printed:22 JUN 2018, 1:44PM Combined Footing Lic.4:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-7&A-8 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio +D+0.750Lr+0.750L+H 0.00 k 19.76 k 999 +D+0.750L+0.750S+H 0.00 k 21.40 k 999 +D+W+H 0.00 k 8.15 k 999 +D+0.70E+H 0.00 k 8.15 k 999 +D+0.750Lr+0.750L+0.750W+H 0.00 k 19.76 k 999 +D+0.750Lr+0.750L+0.5250E+H 0.00 k 19.76 k 999 +D+0.750L+0.7505+0.750W+H 0.00 k • 21.40 k 999 +D+0.7501+0.750S+0.5250E+H 0.00 k 21.40 k 999 +0.60D+W+H 0.00 k 4.89 k 999 +0.60D+0.70E+H 0.00 k 4.89 k 999 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu/PhiMn (ft-k) (ft) (in"2) (i02) (ft-k) +0.60D+0.70E+H 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +0.60D+0.70E+H 0.000 0.017 0 0.000 0 0.000 0.000 0.000 +0.600+0.70E+H 0.000 0.035 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50L+1.60S 0.018 0.052 Bottom 2.430 Min Temp% 2.480 130.302 0.000 +1.20D+0.50L+1.60S 0.031 0.070 Bottom 2.430 Min Temp% 2.480 130.302 0.000 +1.20D+0.50L+1.60S 0.049 0.087 Bottom 2.430 Min Temp% 2.480 130.302 0.000 +1.20D+0.50L+1.60S 0.070 0.105 Bottom 2.430 Min Temp% 2.480 130.302 0.001 +1.20D+0.50L+1.60S 0.095 0.122 Bottom 2.430 Min Temp% 2.480 130.302 0.001 +1.20D+0.50L+1.605 0.124 0.140 Bottom 2.430 Min Temp% 2.480 130.302 0.001 • +1.20D+0.50L+1.60S 0.158 0.157 Bottom 2.430 Min Temp% 2.480 130.302 0.001 +1.20D+0.50L+1.605 0.194 0.175 Bottom 2.430 Min Temp% 2.480 130.302 0.001 +1.20D+0.50L+1.605 0.235 0.192 Bottom 2.430 Min Temp% 2.480 130.302 0.002 +1.20D+0.50L+1.60S 0.280 0.210 Bottom 2.430 Min Temp% 2.480 130.302 0.002 +1.20D+0.50L+1.605 0.328 0.227 Bottom 2.430 Min Temp% 2.480 130.302 0.003 +1.20D+0.50L+1.60S 0.381 0.245 Bottom 2.430 Min Temp% 2.480 130.302 0.003 +1.20D+0,50L+1.60S 0.437 0.262 Bottom 2.430 Min Temp% 2.480 130.302 0.003 +1.20D+0.50L+1.605 0.497 0.280 Bottom 2.430 Min Temp% 2.480 130.302 0.004 +1.20D+0.50L+1.60S 0.561 0.297 Bottom 2.430 Min Temp% 2.480 130.302 0.004 +1.20D+0.50L+1.605 0.629 0.315 Bottom 2.430 Min Temp% 2.480 130.302 0.005 +1.20D+0.50L+1.60S 0.701 0.332 Bottom 2.430 Min Temp% 2.480 130.302 0.005 +1.20D+0.50L+1.605 0.776 0.350 Bottom 2.430 Min Temp% 2.480 130.302 0.006 +1.20D+0.50L+1.60S 0.856 0.367 Bottom 2.430 Min Temp% 2.480 130.302 0.007 +1.20D+0.50L+1.608 0.939 0.385 Bottom 2.430 Min Temp% 2.480 130.302 0.007 +1.20D+0.50L+1.60S 1.026 0.402 Bottom 2.430 Min Temp% 2.480 130.302 0.008 +1.20D+0.50L+1.60S 1.117 0.420 Bottom 2.430 Min Temp% 2.480 130.302 0.009 +1.20D+0.50L+1.605 1.212 0.437 Bottom 2.430 Min Temp% 2.480 130.302 0.009 +1.20D+0.50L+1.605 1.310 0.455 Bottom 2.430 Min Temp% 2.480 130.302 0.010 +1.20D+0.50L+1.60S 1.413 0.472 Bottom 2.430 Min Temp% 2.480 130.302 0.011 +1.20D+0.50L+1.60S 1.519 0.490 Bottom 2.430 Min Temp% 2.480 130.302 0.012 +1.20D+0.50L+1.60S 1.629 0.507 Bottom 2.430 Min Temp% 2.480 130.302 0.013 +1.20D+0.50L+1.60S 1.743 0.525 Bottom 2.430 Min Temp% 2.480 130.302 0.013 +1.20D+0.50L+1.60S 1.861 0.542 Bottom 2.430 Min Temp% 2.480 130.302 0.014 +1.20D+0.50L+1.60S 1.983 0.560 Bottom 2.430 Min Temp% 2.480 130.302 0.015 +1.20D+0.50L+1.60S 2.108 0.577 Bottom 2.430 Min Temp% 2.480 130.302 0.016 +1.20D+0.50L+1.605 2.237 0.595 Bottom 2.430 Min Temp% 2.480 130.302 0.017 +1.20D+0.50L+1.60S 2.371 0.612 Bottom 2.430 Min Temp% 2.480 130.302 0.018 +1.20D+0.50L+1.60S 2.507 0.630 Bottom 2.430 Min Temp% 2.480 130.302 0.019 +1.20D+0.50L+1.60S 2.648 0.647 Bottom 2.430 Min Temp% 2.480 130.302 0.020 +1.20D+0.50L+1.60S 2.793 0.665 Bottom 2.430 Min Temp% 2.480 130.302 0.021 +1.20D+0.50L+1.60S 2.941 0.682 Bottom 2.430 Min Temp% 2.480 130.302 0.023 +1.20D+0.50L+1.60S 3.093 0.700 Bottom 2.430 Min Temp% 2.480 130.302 0.024 +1.20D+0.50L+1.605 3.249 0.717 Bottom 2.430 Min Temp% 2.480 130.302 0.025 +1.200+0.50L+1.60S 3.409 0.735 Bottom 2.430 Min Temp% 2.480 130.302 0.026 +1.20D+0.50L+1.60S 3.573 0.752 Bottom 2.430 Min Temp% 2.480 130.302 0.027 +1.20D+0.50L+1.60S 3.740 0.770 Bottom 2.430 Min Temp% 2.480 130.302 0.029 +1.20D+0.50L+1.60S 3.911 0.787 Bottom 2.430 Min Temp% 2.480 130.302 0.030 +1.20D+0.50L+1.60S 4.086 0.805 Bottom 2.430 Min Temp% 2.480 130.302 0.031 +1.20D+0.50L+1.60S 4.265 0.822 Bottom 2.430 Min Temp% 2.480 130.302 0.033 +1.20D+0.50L+1.605 4.448 0.840 Bottom 2.430 Min Temp% 2.480 130.302 0.034 +1.20D+0.50L+1.60S 4.634 0.857 Bottom 2.430 Min Temp% 2.480 130.302 0.036 tf a Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Protect ID: Chatham,NY 12037 Protect Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:44PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-7&A-8 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu I PhiMn (ft-k) (ft) (inA2) (inA2) (ft-k) +1.20D+0.50L+1.60S 4.824 0.875 Bottom 2.430 Min Temp% 2.480 130.302 0.037 +1.20D+0.50L+1.60S 5.018 0.892 Bottom 2.430 Min Temp% 2.480 130.302 0.039 +1.20D+0.50L+1.60S 5.216 0.910 Bottom 2.430 Min Temp% 2.480 130.302 0.040 +1.20D+0.50L+1.605 5.417 0.927 Bottom 2.430 Min Temp% 2.480 130.302 0.042 +1.20D+0.50L+1.608 5.623 0.945 Bottom 2.430 Min Temp% 2.480 130.302 0.043 +1.20D+0.50L+1.60S 5.832 0.962 Bottom 2.430 Min Temp% 2.480 130.302 0.045 +1.20D+0.50L+1.60S 6.045 0.980 Bottom 2.430 Min Temp% 2A80 130.302 0.046 +1.20D+0.50L+1.605 6.261 0.997 Bottom 2.430 Min Temp% 2.480 130.302 0.048 +1.20D+0.50L+1.608 6.482 1.015 Bottom 2.430 Min Temp% 2.480 130.302 0.050 +1.20D+0.50L+1.60S 6.706 1.032 Bottom 2.430 Min Temp% 2.480 130.302 0.051 +1.20D+0.50L+1.60S 6.934 1.050 Bottom 2.430 Min Temp% 2.480 130.302 0.053 +1.20D+0.50L+1.605 7.166 1.067 Bottom 2.430 Min Temp% 2.480 130.302 0.055 +1.20D+0.50L+1.60S 7.401 1.085 Bottom 2.430 Min Temp% 2.480 130.302 0.057 +1.20D+0.50L+1.605 7.640 1.102 Bottom 2.430 Min Temp% 2.480 130.302 0.059 +1.200+0.50L+1.60S 7.883 1.120 Bottom 2.430 Min Temp% 2.480 130.302 0.060 +120D+0.50L+1.60S 8.130 1.137 Bottom 2.430 Min Temp% 2.480 130.302 0.062 +1.20D+0.50L+1.60S 8.381 1.155 Bottom 2.430 Min Temp% 2.480 130.302 0.064 +1.20D+0.50L+1.60S 8.635 1.172 Bottom 2.430 Min Temp% 2.480 130.302 0.066 +1.20D+0.50L+1.60S 8.893 1.190 Bottom 2.430 Mln Temp% 2.480 130.302 0.068 +1.20D+0.50L+1.60S 9.155 1.207 Bottom 2.430 Min Temp% 2.480 130.302 0.070 +1.20D+0.50L+1.60S 9.420 1.225 Bottom 2.430 Min Temp% 2.480 '130.302 0.072 +1.20D+0.50L+1.60S 9.689 1.242 Bottom 2.430 Min Temp% 2.480 130.302 0.074 +1.20D+0.50L+1.60S 9.962 1.260 Bottom 2.430 Min Temp% 2.480 130.302 0.076 +1.20D+0.50L+1.60S 10.239 1.277 Bottom 2.430 Min Temp% 2.480 130.302 0.079 +1.20D+0.50L+1.60S 10.519 1.295 Bottom 2.430 Min Temp% 2.480 130.302 0.081 +1.20D+0.50L+1.605 10.804 1.312 Bottom 2.430 Min Temp% 2.480 130.302 0.083 +1.20D+0.50L+1.605 11.092 1.330 Bottom 2.430 Min Temp% 2.480 130.302 0.085 +1.200+0.50L+1.605 11.383 1.347 Bottom 2.430 Min Temp% 2.480 130.302 0.087 +1.20D+0.50L+1.60S 11.679 1.365 Bottom 2.430 Min Temp% 2.480 130.302 0.090 +1.20D+0.50L+1.60S 11.978 1.382 Bottom 2.430 Min Temp% 2.480 130.302 0.092 +1.20D+0.50L+1.60S 12.281 1.400 Bottom 2.430 Min Temp% 2.480 130.302 0.094 +1.20D+0.50L+1.60S 12.587 1.417 Bottom 2.430 Min Temp% 2.480 130.302 0.097 +1.20D+0.50L+1.605 12.897 1.435 Bottom 2.430 Min Temp% 2.480 130.302 0.099 +1.20D+0.50L+1.605 13.211 1.452 Bottom 2.430 Min Temp% 2.480 130.302 0.101 +1.20D+0.50L+1.60S 13.529 1.470 Bottom 2.430 Min Temp% 2.480 130.302 0.104 +1.20D+0.50L+1.60S 13.851 1.487 Bottom 2.430 Min Temp% 2.480 130.302 0.106 +1.20D+0.50L+1.60S 14.176 1.505 Bottom 2.430 Min Temp% 2.480 130.302 0.109 +1.20D+0.50L+1.60S 14.505 1.522 Bottom 2.430 Min Temp% 2.480 130.302 0.111 +1.20D+0.50L+1.60S 14.837 1.540 Bottom 2.430 Min Temp% 2.480 130.302 0.114 +1.20D+0.50L+1.60S 15.173 1.557 Bottom 2.430 Min Temp% 2.480 130.302 0.116 +1.20D+0.50L+1.60S 15.513 1.575 Bottom 2.430 Min Temp% 2.480 130.302 0.119 +1.20D+0.50L+1.60S 15.857 1.592 Bottom 2.430 Min Temp% 2.480 130.302 0.122 +1.20D+0.50L+1.60S 16.204 1.610 Bottom 2.430 Min Temp% 2.480 130.302 0.124 +1200+0.50L+1.605 16.555 1.627 Bottom 2.430 Min Temp% 2.480 130.302 0.127 +1.20D+0.50L+1.60S 16.910 1.645 Bottom 2.430 Min Temp% 2.480 130.302 0.130 +1.20D+0.50L+1.60S 17.269 1.662 Bottom 2.430 Min Temp% 2.480 130.302 0.133 +1.20D+0.50L+1.60S 17.631 1.680 Bottom 2.430 Min Temp% 2.480 130.302 0.135 +1.20D+0.50L+1.60S 17.996 1.697 Bottom 2.430 Min Temp% 2.480 130.302 0.138 +1.20D+0.50L+1.60S 18.366 1.715 Bottom 2.430 Min Temp% 2.480 130.302 0.141 +.1.20D+0.50L+1.605 18.739 1.732 Bottom 2.430 Min Temp% 2.480 130.302 0.144 +1.20D+0.50L+1.60S 19.116 1.750 Bottom 2.430 Min Temp% 2.480 130.302 0.147 +1.20D+0.50L+1.60S 19.497 1.767 Bottom : 2.430 Min Temp% 2.480 130.302 0.150 +1.20D+0.50L+1.60S 19.881 1.785 Bottom 2.430 Min Temp% 2.480 130.302 0.153 +1.20D+0.50L+1.605 20.269 1.802 Bottom 2.430 Min Temp% 2.480 130.302 0.156 +1.20D+0.50L+1.60S 20.660 1.820 Bottom 2.430 Min Temp% 2.480 130.302 0.159 +1.20D+0.50L+1.60S 21.055 1.837 Bottom 2.430 Min Temp% 2.480 130.302 0.162 +1.20D+0.50L+1.60S 21.454 1.855 Bottom 2.430 Min Temp% 2.480 130.302 0.165 +1.20D+0.50L+1.60S 21.857 1.872 Bottom 2.430 Min Temp% 2.480 130.302 0.168 +1.20D+0.50L+1.60$ 22.263 1.890 Bottom 2.430 Min Temp% 2.480 130.302 0.171 +1.20D+0.50L+1.60$ 22.673 1.907 Bottom 2.430 Min Temp% 2.480 130.302 0.174 +1.20D+0.50L+1.605 23.087 1.925 Bottom 2.430 Min Temp% 2.480 130.302 0.177 +1.20D+0.50L+1.60S 23.504 1.942 Bottom 2.430 Min Temp% 2.480 130.302 0.180 +1.20D+0.50L+1.605 23.925 1.960 Bottom 2.430 Min Temp% 2.480 130.302 0.184 t Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:44PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-7&A-8 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu/PhiMn (ft-k) (ft) (in^2) (inA2) (ft-k) +1.20D+0.50L+1.605 24.349 1.977 Bottom 2.430 Min Temp% 2.480 130.302 0.187 +1.20D+0.50L+1.60S 24.777 1.995 Bottom 2.430 Min Temp% 2.480 130.302 0.190 +1.20D+0.50L+1.60S 25.209 2.012 Bottom 2.430 Min Temp% 2.480 130.302 0.193 +1.20D+0.50L+1.60S 25.645 2.030 Bottom 2.430 Min Temp% 2.480 .130.302 0.197 +1.20D+0.50L+1.60S 26.084 2.047 Bottom 2.430 Min Temp% 2.480 130.302 0.200 +1,20D+0.50L+1.60S 26_527 2.065 Bottom 2.430 Min Temp% 2.480 130.302 0.204 +1.20D+0.50L+1.605 26.973 2.082 Bottom 2.430 Min Temp% 2.480 130.302 0.207 +1.20D+0.50L+1.60S 27.417 2.100 Bottom 2.430 Min Temp% 2.480 130.302 0.210 +1.20D+0.50L+1.605 27.850 2.117 Bottom 2.430 Min Temp% 2.480 130.302 0.214 +1.20D+0.50L+1.605 28.273 2.135 Bottom 2.430 Min Temp% 2.480 130.302 0.217 +1.20D+0.50L+1.60S 28.685 2.152 Bottom 2.430 Min Temp% 2.480 130.302 0.220 +1.20D+0.50L+1.60S 29_087 2.170 Bottom 2.430 Min Temp% 2.480 130.302 0.223 +1.20D+0.50L+1.60S 29.478 2.187 Bottom 2.430 Min Temp% 2.480 130.302 0.226 +1.20D+0.50L+1.60S 29.860 2.205 Bottom 2.430 Min Temp% 2.480 130.302 0.229 +1.20D+0.50L+1,60S 30.230 2.222 Bottom 2.430 Min Temp% 2.480 130.302 0.232 +1.20D+0.50L+1.60S 30.591 2.240 Bottom 2.430 Min Temp% 2.480 130.302 0.235 +1.20D+0,50L+1.608 30.940 2.257 Bottom 2.430 Min Temp% 2.480 130.302 0.237 +1.20D+0.50L+1.60S 31.280 2.275 Bottom 2.430 Min Temp% 2.480 130.302 0.240 +1.20D+0.50L+1.60S 31.609 2.292 Bottom 2.430 Min Temp% 2.480 130.302 0.243 +1.20D+0.50L+1.605 31.927 2.310 Bottom 2.430 Min Temp% 2.480 130.302 0.245 +1.20D+0.50L+1.60S 32.236 2.327 Bottom 2.430 Min Temp% 2.480 130.302 0.247 +1.20D+0.50L+1.608 32.533 2.345 Bottom 2.430 Min Temp% 2.480 130.302 0.250 +1.20D+0.50L+1.605 32,820 2.362 Bottom 2.430 Min Temp% 2.480 130.302 0.252 +1.20D+0.50L+1.60S 33.097 2.380 Bottom 2.430 Min Temp% 2.480 130.302 0.254 +1.20D+0.50L+1.60S 33.364 2.397 Bottom 2.430 Min Temp% 2.480 130.302 0.256 +1.20D+0.50L+1.60S 33.620 2.415 Bottom 2.430 Min Temp% 2.480 130.302 0.258 +120D+0.50L+1.60S 33.865 2.432 Bottom 2.430 Min Temp% 2.480 130.302 0.260 +1.20D+0.50L+1.605 34.100 2.450 Bottom 2.430 Min Temp% 2.480 130.302 0.262 +1.20D+0.50L+1.60S 34.325 2.467 Bottom 2.430 Min Temp% 2.480 130.302 0,263 +1.20D+0.50L+1.60S 34.539 2.485 Bottom 2.430 Min Temp% 2.480 130.302 0.265 +1.20D+0.50L+1.605 34.742 2.502 Bottom 2.430 Min Temp% 2.480 130.302 0.267 +1.20D+0.50L+1.60S 34.935 2.520 Bottom 2.430 Min Temp% 2.480 130.302 0.268 +1.20D+0.50L+1.60S 35.118 2.537 Bottom 2.430 Min Temp% 2.480 130.302 0.270 +1.20D+0.50L+1.60S 35.290 2.555 Bottom 2.430 Min Temp% 2.480 130.302 0.271 +1.20D+0.50L+1.60S 35.452 2.572 Bottom 2.430 Min Temp% 2.480 130.302 0.272 +1.20D+0.50L+1.605 35.603 2.590 Bottom 2.430 Min Temp% 2.480 130.302 0.273 +1.20D+0.50L+1.60S 35.744 2,607 Bottom 2.430 Min Temp% 2.480 130.302 0.274 +1.20D+0.50L+1.60S 35.875 2.625 Bottom 2.430 Min Temp% 2.480 130.302 0.275 +1.20D+0.50L+1.60S 35.994 2.642 Bottom 2.430 Min Temp% 2.480 130.302 0.276 +1.20D+0.50L+1.60S 36.104 2.660 Bottom 2.430 Min Temp% 2.480 130.302 0.277 +1.20D+0.50L+1.60S 36.203 2.677 Bottom 2.430 Min Temp% 2.480 130.302 0.278 +1.20D+0.50L+1.60S 36.291 2.695 Bottom 2.430 Min Temp% 2.480 130.302 0.279 +1.200+0.50L+1.605 36.369 2.712 Bottom 2.430 Min Temp% 2.480 130.302 0.279 +1.20D+0.50L+1.605 36.437 2.730 Bottom 2.430 Min Temp% 2.480 130.302 0.280 +1.20D+0.50L+1.60S 36.494 2.747 Bottom 2.430 Min Temp% 2.480 130.302 0.280 +1.20D+0.50L+1.605 36.540 2.765 Bottom 2.430 Min Temp% 2.480 130.302 0.280 +1.20D+0.50L+1.60S 36.576 2.782 Bottom 2.430 Min Temp% 2.480 130.302 0.281 +1.20D+0.50L+1.60S 36.601 2.800 Bottom 2.430 Min Temp% 2.480 130.302 0.281 +1.20D+0.50L+1.605 36.616 2.817 Bottom 2.430 Min Temp% 2.480 130.302 0.281 +1.20D+0.50L+1.605 36.621 2.835. Bottom 2.430 Min Temp% 2.480 130.302 0.281 +1.20D+0.50L+1.605 36.615 2.852 Bottom 2.430 Min Temp% 2.480 130.302 0.281 +1.20D+0.50L+1.60S 36.598 2.870 Bottom 2.430 Min Temp% 2.480 130.302 0.281 +1.20D+0.50L+1.60S 36.571 2.887 Bottom 2.430 Min Temp% 2.480 130.302 0.281 +1.20D+0.50L+1.60S 36.534 2.905 Bottom 2.430 Min Temp% 2.480 130.302 0.280 +1.20D+0.50L+1.60S 36.486 2.922 Bottom 2.430 Min Temp% 2.480 130.302 0.280 +1,20D+0.50L+1.605 36.427 2.940 Bottom 2.430 Min Temp% 2.480 130.302 0.280 +1.20D+0,50L+1.605 36.358 2,957 Bottom 2.430 Min Temp% 2.480 130.302 0.279 +1.20D+0.50L+1.605 36.278 2.975 Bottom 2.430 Min Temp% 2.480 130.302 0.278 +1.20D+0.50L+1.60S 36.188 2.992 Bottom 2.430 Min Temp% 2.480 130.302 0.278 +1.20D+0.50L+1.60S 36.088 3.010 Bottom 2.430 Min Temp% 2.480 130.302 0.277 +1.20D+0.50L+1.605 35.977 3.027 Bottom 2.430 Min Temp% 2.480 130.302 0.276 +1.20D+0.50L+1.60S 35.855 3.045 Bottom 2.430 Min Temp% 2.480 130.302 0.275 +1.20D+0.50L+1.60S 35.723 3.062 Bottom 2.430 Min Temp% 2.480 130.302 0.274 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:44PM Combined Footing Lie.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-7&A-8 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu/PhiMn (ft-k) (ft) (inA2) (inA2) (ft-k) +1.20D+0.50L+1.60S 35.580 3.080 Bottom 2.430 Min Temp% 2.480 130.302 0.273 +1.20D+0.50L+1.60S 35.431 3.097 Bottom 2.430 Min Temp% 2.480 130.302 0.272 +1.20D+0.50L+1.60S 35.286 3.115 Bottom 2.430 Min Temp% 2.480 130.302 0.271 +1.20D+0.50L+1.60S 35.144 3.132 Bottom 2.430 Min Temp% 2.480 130.302 0.270 +1.20D+0.50L+1.60S 35.005 3.150 Bottom 2.430 Min Temp% 2.480 130.302 0.269 +1.20D+0.50L+1.605 34.870 3.167 Bottom 2.430 Min Temp% 2.480 130.302 0.268 +1.20D+0.50L+1.60S 34.739 3.185 Bottom 2.430 Min Temp% 2.480 130.302 0.267 +1.20D+0.50L+1.60S . 34.611 3.202 Bottom 2.430 Min Temp% 2.480 130.302 0.266 +1.20D+0.50L+1.60S 34.486 3.220 Bottom 2.430 Min Temp% 2.480 130.302 0.265 +1.20D+0.50L+1.60S 34.365 3.237 Bottom 2.430 Min Temp% 2.480 130.302 0.264 +1.20D+0.50L+1.60S 34.248 3.255 Bottom 2.430 Min Temp% 2.480 130.302 0.263 +1.20D+0.50L+1.60S 34.134 3.272 Bottom 2.430 Min Temp% 2.480 130.302 0.262 +1.20D+0.50L+1.60S 34.023 3.290 Bottom 2.430 Min Temp% 2.480 130.302 0.261 +1.20D+0.50L+1.60S 33.916 3.307 Bottom 2.430 Min Temp% 2.480 130.302 0.260 +1.20D+0.50L+1.605 33.813 3.325 Bottom 2.430 Min Temp% 2.480 130.302 0.259 +1.20D+1.60L+0.50S+1.60H 33.881 3.342 Bottom 2.430 Min Temp% 2.480 130.302 0.260 +1.20D+1.60L+0.50S+1.60H 34.127 3.360 Bottom 2.430 Min Temp% 2.480 130.302 0.262 +1.20D+1.60L+0.50S+1.60H 34.375 3.377 Bottom 2.430 Min Temp% 2.480 130.302 0.264 +1.20D+1.60L+0.50S+1.60H 34.628 3.395 Bottom 2.430 Min Temp% 2.480 130.302 0.266 +1.20D+1.60L+0.505+1.60H 34.884 3.412 Bottom 2.430 Min Temp% 2.480 130.302 0.268 +1.20D+1.60L+0.505+1.60H 35.144 3.430 Bottom 2.430 Min Temp% 2.480 130.302 0.270 +1.20D+1.60L+0.505+1.60H 35.408 3.447 Bottom 2.430 Min Temp% 2.480. 130.302 0.272 +1.20D+1.60L+0.505+1.60H 35.676 3.465 Bottom 2.430 Min Temp% 2.480 130.302 0.274 +1.20D+1.60L+0.50$+1.60H 35.947 3.482 Bottom 2.430 Min Temp% 2.480 130.302 0.276 +1.20D+1.60L+0.50S+1.60H 36.222 3.499 Bottom 2.430 ' Min Temp% 2.480 130.302 0.278 +1.20D+1.60L+0.505+1.60H 36.501 3.517 Bottom 2.430 Min Temp% 2.480 130.302 0.280 +1.20D+1.60L+0.505+1.60H 36.784 3.534 Bottom 2.430 Min Temp% 2.480 130.302 0.282 +1.20D+1.60L+0.50S+1.60H 37_071 3.552 Bottom 2.430 Min Temp% 2.480 130.302 0.284 +1.20D+1.60L+0.50S+1.60H 37.361 3.569 Bottom 2.430 Min Temp% 2.480 130.302 0.287 +1.20D+1.60L+0.50S+1.60H 37.655 3.587 Bottom 2.430 Min Temp% 2.480 130.302 0.289 +1.20D+1.60L+0.50S+1.60H 37.953 3.604 Bottom 2.430 Min Temp% 2.480 130.302 0.291 +1.20D+1.60L+0.50S+1.60H 38.255 3.622 Bottom 2.430 Min Temp% 2.480 130.302 0.294 +1.20D+1.60L+0.505+1.60H 38.561 3.639 Bottom 2.430 Min Temp% 2.480 130.302 0.296 +1.20D+1.60L+0.505+1.60H 38.871 3.657 Bottom 2.430 Min Temp% 2.480 130.302 0.298 +1.20D+1.60L+0.50S+1.60H 39.185 3.674 Bottom 2.430 Min Temp% 2.480 130.302 0.301 +1.20D+1.60L+0.50S+1.60H 39.502 3.692 Bottom 2.430 Min Temp% 2.480 130.302 0.303 +1.20D+1.60L+0.50S+1.60H 39.824 3.709 Bottom 2.430 Min Temp% 2.480 130.302 0.306 +1.20D+1.60L+0.50S+1.60H 40.149 3.727 Bottom 2.430 Min Temp% 2.480 130.302 0.308 +1.20D+1.60L+0.50S+1.60H 40.478 3.744 Bottom 2.430 Min Temp% 2.480 130.302 0.311 +1.20D+1.60L+0.50S+1.60H 40.811 3.762 Bottom 2.430 Min Temp% 2.480 130.302 0.313 +1.20D+1.60L+0.50S+1.60H 41.148 3.779 Bottom 2.430 Min Temp% 2.480 130.302 0.316 +1.20D+1.60L+0.50S+1.60H 41.489 3.797 Bottom 2.430 Min Temp% 2.480 130.302 0.318 +1.20D+1.60L+0.50S+1.60H 41.834 3.814 Bottom 2.430 Min Temp% 2.480 130.302 0.321 +1.20D+1.60L+0.50S+1.60H 42.183 3.832 Bottom 2.430 Min Temp% 2.480 130.302 0.324 +1.20D+1.60L+0.50S+1.60H 42.536 3.849 Bottom 2.430 Min Temp% 2.480 130.302 0.326 +1.200+1.60L+0.50S+1.60H 42.893 3.867 Bottom 2.430 Min Temp% 2.480 130.302 0.329 +1.20D+1.60L+0.50S+1.60H 43.254 3.884 Bottom 2.430 Min Temp% 2.480 130.302 0.332 +1.20D+1.60L+0.50S+1.60H 43.619 3.902 Bottom 2.430 Min Temp% 2.480 130.302 0.335 +1.20D+1.60L+0.50S+1.60H 43.988 3.919 Bottom 2.430 Min Temp% 2.480 130.302 0.338 +1.20D+1.60L+0.50S+1.60H 44.346 3.937 Bottom 2.430 Min Temp% 2.480 130.302 0.340 +1.20D+1.60L+0.505+1.60H 44.687 3.954 Bottom 2.430 Min Temp% 2.480 130.302 0.343 +1.20D+1.60L+0.54S+1.60H 45.010 3.972 Bottom 2.430 Min Temp% 2.480 130.302 0.345 +1.20D+1.60L+0.50S+1.60H 45.317 3.989 Bottom 2.430 Min Temp% 2.480 130.302 0.348 +1.20D+1.60L+0.50S+1.60H 45.606 4.007 Bottom 2.430 Min Temp% 2.480 130.302 0.350 +1.20D+1.60L+0.50S+1.60H 45.877 4.024 Bottom 2.430 Min Temp% 2.480 130.302 0.352 +1.20D+1.60L+0.50S+1.60H 46.132 4.042 Bottom 2.430 Min Temp% 2.480 130.302 0.354 +1.20D+1.60L+0.505+1.60H 46.370 4.059 Bottom 2.430 Min Temp% 2.480 130.302 0.356 +1.20D+1.60L+0.505+1.60H 46.590 4.077 Bottom 2.430 Min Temp% 2.480 130.302 0.358 +1.20D+1.60L+0.50S+1.60H 46.793 4.094 Bottom 2.430 Min Temp% 2.480 130.302 0.359 +1.200+1.60L+0.50S+1.60H 46.979 4.112 Bottom 2.430 Min Temp% 2.480 130.302 0.361 +1.20D+1.60L+0.50S+1.60H 47.147 4.129 Bottom 2.430 Min Temp% 2.480 130.302 0.362 +1.20D+1.60L+0.50S+1.60H 47.299 4.147 Bottom 2.430 Min Temp% 2.480 130.302 0.363 +1.20D+1.60L+0.50S+1.60H 47.433 4.164 Bottom 2.430 Min Temp% 2.480 130.302 0.364 Project Title: Enginuity Engineering&Design PLLC Engineer 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 201 B, 1:44PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-7&A-8 Z Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req`d by Actual As Phi*Mn Mu/PhiMn (ft k) (ft) (in^2) (in"2) (ft-k) +1.20D+1.60L+0.505+1.60H 47.550 4.182 Bottom 2A30 Min Temp% 2A80 130.302 0.365 +1.20D+1.60L+0.505+1.60H 47.650 4.199 Bottom 2.430 Min Temp% 2.480 130.302 0.366 +1.20D+1.60L+0.505+1.60H 47.733 4.217 Bottom 2.430 Min Temp% 2.480 130.302 0.366 +1.20D+1.60L+0.50S+1.60H 47.799 4234 Bottom 2.430 Min Temp% 2.480 130.302 0.367 +1.20D+1.60L+0.50S+1.60H 47.848 4.252 Bottom 2.430 Min Temp% 2.480 130.302 0.367 +1.20D+1.60L+0.50S+1.60H 47.879 4.269 Bottom 2.430 Min Temp% 2.480 130.302 0.367 +1.20D+1.60L+0.505+1.60H 47.894 4.287 Bottom 2.430 Min Temp% 2.480 130.302 0.368 +1.20D+1.60L+0.50S+1.60H 47.891 4.304 Bottom 2.430 Min Temp% 2.480 130.302 0.368 +1.20D+1.60L+0.505+1.60H 47.872 4.322 Bottom 2.430 Min Temp% 2.480 130.302 0.367 +1.20D+1.60L+0.505+1.60H 47.835 4.339 Bottom 2.430 Min Temp% 2.480 130.302 0.367 +1.20D+1.60L+0.50S+1.60H 47.781 4.357 Bottom 2.430 Min Temp% 2.480 130.302 0.367 +1.20D+1.60L+0.505+1.60H 47.710 4.374 Bottom 2.430 Min Temp% 2A80 130.302 0.366 +1.20D+1.60L+0.50S+1.60H 47.622 4.392 Bottom 2.430 Min Temp% 2.480 130.302 0.365 +1.200+1.60L+0.505+1.60H 47.517 4.409 Bottom 2.430 Min Temp% 2.480 130.302 0.365 +1.20D+1.60L+0.50S+1.60H 47.395 4.427 Bottom 2.430 Min Temp% 2.480 130.302 0.364 +120D+1.60L+0.50S+1.60H 47.256 4.444 Bottom 2.430 Min Temp% 2.480 130.302 0.363 +120D+1.60L+0,50S+1.60H 47.100 4.462 Bottom 2.430 Min Temp% 2.480 130.302 0.361 +1.20D+1.60L+0.50S+1.60H 46.927 4.479 Bottom 2.430 Min Temp% 2.480 130.302 0.360 +1.20D+1.60L+0.50S+1.60H 46.737 4.497 Bottom 2.430 Min Temp% 2.480 130.302 0.359 +1.20D+1.60L+0.50S+1.60H 46.530 4.514 Bottom 2.430 Min Temp% 2.480 130.302 0.357 +1.20D+1.60L+0.50S+1.60H 46.306 4.532 Bottom 2.430 Min Temp% 2.480 130.302 0.355 +120D+1.601+0.505+1.60H 46.066 4.549 Bottom 2.430 Min Temp% 2.480 130.302 0.354 +1.20D+1.60L+0.50S+1.60H 45.808 4.567 Bottom 2.430 Min Temp% 2.480 130.302 0.352 +1.20D+1.60L+0.50S+1.60H 45.533 4.584 Bottom 2.430 Min Temp% 2.480 130.302 0.349 +1.20D+1.60L+0.50S+1.60H 45.241 4.602 Bottom 2.430 Min Temp% 2.480 130.302 0.347 +1.20D+1.60L+0.50S+1.60H 44.932 4.619 Bottom 2.430 Min Temp% 2.480 130.302 0.345 +1.20D+1.60L+0.50S+1.60H 44.607 4.637 Bottom 2.430 Min Temp% 2.480 130.302 0.342 +120D+1.60L+0.50S+1.60H 44.264 4.654 Bottom 2.430 Min Temp% 2.480 130.302 0.340 +1.20D+1.60L+0.50S+1.60H 43.905 4.672 Bottom 2.430 Min Temp% 2.480 130.302 0.337 +1.20D+1.60L+0.50S+1.60H 43.529 4.689 Bottom 2.430 Min Temp% 2.480 130.302 0.334 +1.20D+1.60L+0.50S+1.60H 43.136 4.707 Bottom 2.430 Min Temp% 2.480 130.302 0.331 +1.20D+1.60L+0.50S+1.60H 42.726 4.724 Bottom 2.430 Min Temp% 2.480 130.302 0.328 +1.20D+1.60L+0.50S+1.60H 42.299 4.742 Bottom 2.430 Min Temp% 2.480 130.302 0.325 +1.20D+1.60L+0.50S+1.60H 41.855 4.759 Bottom 2.430 Min Temp% 2.480 130.302 0.321 +1.20D+1.60L+0.50S+1.60H 41.394 4.777 Bottom 2.430 Min Temp% 2.480 130.302 0.318 +1.20D+1.6OL+0.50S+1.60H 40.917 4.794 Bottom 2.430 Min Temp% 2.480 130.302 0.314 +1.200+1.60L+0.50S+1.60H 40.423 4.812 Bottom 2.430 Min Temp% 2.480 130.302 0.310 +1.20D+1.60L+0.505+1.60H 39.912 4.829 Bottom 2.430 Min Temp% 2.480 130.302 0.306 +1.20D+1.60L+0.50S+1.60H 39.384 4.847 Bottom 2.430 Min Temp% 2.480 130.302 0.302 +1.20D+1.60L+0.50S+1.60H 38.839 4.864 Bottom 2.430 Min Temp% 2.480 130.302 0.298 +1.20D+1.60L+0.505+1.60H 38.278 4.882 Bottom 2.430 Min Temp% 2.480 130.302 0.294 +1.20D+1.60L+0.50S+1.60H 37.699 4.899 Bottom 2.430 Min Temp% 2.480 130.302 0.289 +1.200+1.60L+0.50S+1.60H 37.104 4.917 Bottom 2.430 Min Temp% 2.480 130.302 0.285 +1.20D+1.60L+0.50S+1.60H 36.504 4.934 Bottom 2.430 Min Temp% 2.480 130.302 0.280 +1.20D+1.60L+0.50S+1.60H 35.908 4.952 Bottom 2.430 Min Temp% 2.480 130.302 0.276 +1.20D+1.60L+0.50S+1.60H 35.317 4.969 Bottom 2.430 Min Temp% 2.480 130.302 0.271 +1.20D+1.60L+0.50S+1.60H 34.731 4.987 Bottom 2.430 Min Temp% 2.480 130.302 0.267 +1.20D+1.60L+0,50$+1.60H 34.149 5.004 Bottom 2.430 Min Temp% 2.480 130.302 0.262 +1.20D+1.60L+0.50S+1.60H 33.571 5.022 Bottom 2.430 Min Temp% 2.480 130.302 0.258 +1.20D+1.60L+0.505+1.60H 32.999 5.039 Bottom 2.430 Min Temp% 2.480 130.302 0.253 +1.20D+1.60L+O.50S+1.60H 32.430 5.057 Bottom 2.430 Min Temp% 2.480 130.302 0.249 +1.20D+1.60L+0.50S+1.60H 31.867 5.074 Bottom 2.430 Min Temp% 2.480 130.302 0.245 +1.20D+1.60L+0.50S+1.60H 31.308 5.092 Bottom 2.430 Min Temp% 2.480 130.302 0.240 +1.20D+1.60L+0.50S+1.80H 30.753 5.109 Bottom 2.430 Min Temp% 2.480 130.302 0.236 +1.20D+1.60L+0.50S+1.60H 30.204 5.127 Bottom 2.430 Min Temp% 2.480 130.302 0.232 +1.20D+1.60L+0.505+1.60H 29.659 5.144 Bottom 2.430 Min Temp% 2.480 130.302 0.228 +1.20D+1.60L+0.50S+1.60H 29.118 5.162 Bottom 2.430 Min Temp% 2.480 130.302 0.223 +1.200+1.60L+0.50S+1.60H 28.582 5.179 Bottom 2.430 Min Temp% 2.480 130.302 0.219 +1.20D+1.60L+0.50S+1.60H 28.051 5.197 Bottom 2.430 Min Temp% 2.480 130.302 0.215 +1.20D+1.60L+0.505+1.60H 27.525 5.214 Bottom 2.430 Min Temp% 2.480 130.302 0.211 +1.20D+1.60L+0.50S+1.60H 27.003 5.232 Bottom 2.430 Min Temp% 2.480 130.302 0.207 +1.20D+1.60L+0.50S+1.60H 26.486 5.249 Bottom 2.430 Min Temp% 2.480 130.302 0.203 +1.20D+1.60L+0.50S+1.60H 25.973 5.267 Bottom 2.430 Min Temp% 2.480 130.302 0.199 Project Title: • Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham, NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:44PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-7&A-8 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu I PhiMn (ft-k) (ft) (inA2) (in^2) (ft-k) +1.20D+1.60L+0.50S+1.60H 25.465 5.284 Bottom 2.430 Min Temp% 2.480 130.302 0.195 +1.20D+1.60L+0.50S+1.60H 24.962 5.302 Bottom 2.430 Min Temp% 2.480 130.302 0.192 +1.20D+1.60L+0.505+1.60H 24.464 5.319 Bottom 2.430 Min Temp% 2.480 130.302 0.188 +1.20D+1.60L+0.505+1.60H 23.971 5.337 Bottom 2.430 Min Temp% 2.480 130.302 0.184 +1.20D+1.60L+0.505+1.60H 23.482 5.354 Bottom 2.430 Min Temp% 2.480 130.302 0.180 +1.20D+1.60L+0.505+1.60H 22.998 5.372 Bottom 2.430 Min Temp% 2.480 130.302 0.176 +1.20D+1.60L+0.50S+1.60H 22.519 5.389 Bottom 2.430 Min Temp% 2.480 130.302 0.173 +1.20D+1.60L+0.50S+1.60H 22.044 5.407 Bottom 2.430 Min Temp% 2.480 130.302 0.169 +1.20D+1.60L+0.50S+1.60H 21.574 5.424 Bottom 2.430 Min Temp% 2.480 130_302 0.166 +1.20D+1.60L+0.50S+1.60H 21.109 5.442 Bottom 2.430 Min Temp% 2.480 130.302 0.162 +1.20D+1.60L+0.50S+1.60H 20.649 5.459 Bottom 2.430 Min Temp% 2.480 130.302 0.158 +1.20D+1.60L+0.50S+1.60H 20.194 5.477 Bottom 2.430 Min Temp% 2.480 130.302 0.155 +1.20D+1.60L+0.50S+1.60H 19.743 5.494 Bottom 2.430 Min Temp% 2.480 130.302 0.152 +1.20D+1.60L+0.50S+1,60H 19.298 5.512 Bottom 2.430 Min Temp% 2.480 130.302 0.148 +1.20D+1.60L+0.50S+1.60H 18.857 5.529 Bottom 2.430 Min Temp% 2.480 130.302 0.145 +1.20D+1.60L+0.50S+1.60H 18.421 5.547 Bottom 2.430 Min Temp% 2.480 130.302 0.141 +1.20D+1.60L+0.50S+1.60H 17.990 5.564 Bottom 2.430 Min Temp% 2.480 130.302 0.138 +1.20D+1.60L+0.50S+1.60H 17.563 5.582 Bottom 2.430 Min Temp% 2.480 130.302 0.135 +1.20D+1.60L+0.50S+1.60H 17.142 5.599 Bottom 2.430 Min Temp% 2.480 130.302 0.132 +1.20D+1.60L+0.50S+1.60H 16.725 5.617 Bottom 2.430 Min Temp% 2.480 130.302 0.128 +1.20D+1.60L+0.50S+1.60H 16.314 5.634 Bottom 2.430 Min Temp% 2.480 130.302 0.125 +1.20D+1.60L+0.50S+1.60H 15.907 5.652 Bottom 2.430 Min Temp% 2A80 130.302 0.122 +1.20D+1.60L+0.50S+1.60H 15.505 5.669 Bottom 2.430 Min Temp% 2.480 130.302 0.119 +1.20D+1.60L+0.50S+1.60H 15.108 5.687 Bottom 2.430 Min Temp% 2.480 130.302 0.116 +1.20D+1.60L+0.50S+1.60H 14.716 5.704 Bottom 2.430 Min Temp% 2.480 130.302 0.113 +1.20D+1.60L+0.50S+1.60H 14.329 5.722 Bottom 2.430 Min Temp% 2.480 130.302 0.110 +1.20D+1.60L+0.50S+1.60H 13.947 5.739 Bottom 2.430 Min Temp°I0 2.480 130.302 0.107 +1.20D+1.60L+0.505+1.60H 13.570 5.757 Bottom 2.430 Min Temp% 2.480 130.302 0.104 +1.20D+1.60L+0.50S+1.60H 13.198 5.774 Bottom 2.430 Min Temp% 2.480 130.302 0.101 +1.20D+1.60L+0.50S+1.60H 12.830 5.792 Bottom 2.430 Min Temp% 2.480 130.302 0.098 +1.20D+1.60L+0.50S+1.60H 12.468 5.809 Bottom 2.430 Min Temp% 2.480 130.302 0.096 +1.20D+1.60L+0.50S+1.60H 12.111 5.827 Bottom 2.430 Min Temp% 2.480 130.302 0.093 +1.20D+1.60L+0.50S+1.60H 11.758 5.844 Bottom 2.430 Min Temp% 2.480 130.302 0.090 +1.20D+1.60L+0.50S+1.60H 11.411 5.862 Bottom 2.430 Min Temp% 2.480 130.302 0.088 +1.20D+1.60L+0.50S+1.60H 11.069 5.879 Bottom 2.430 Min Temp% 2.480 130.302 0.085 +1.20D+1.60L+0.50S+1.60H 10.732 5.897 Bottom 2.430 Min Temp% 2.480 130.302 0.082 +1.20D+1.60L+0.505+1.60H 10.399 5.914 Bottom 2.430 Min Temp% 2.480 130.302 0.080 +1.20D+1.60L+0.50S+1.60H 10.072 5.932 Bottom 2.430 Min Temp% 2.480 130.302 0.077 +1.20D+1.60L+0.505+1.60H 9.750 5.949 Bottom 2.430 Min Temp% 2.480 130.302 0.075 +1.20D+1.60L+0.50S+1.60H 9.433 5.967 Bottom 2.430 Min Temp% 2.480 130.302 0.072 +1.20D+1.60L+0.505+1.60H 9.121 5.984 Bottom 2.430 Min Temp% 2.480 130.302 0.070 +1.20D+1.60L+0.50S+1.60H 8.814 6.002 Bottom 2.430 Min Temp% 2.480 130.302 0.068 +1.20D+1.60L+0.50S+1.60H 8.512 6.019 Bottom 2.430 Min Temp% 2.480 130.302 0.065 +1.20D+1.60L+0.50S+1.60H 8.215 6.037 Bottom 2.430 Min Temp% 2.480 130.302 0.063 +1.20D+1.60L+0,50S+1.60H 7.924 6.054 Bottom 2.430 Min Temp% 2.480 130.302 0.061 +1.20D+1.60L+0.50S+1.60H 7.637 6.072 Bottom 2.430 Min Temp% 2.480 130.302 0.059 +1.20D+1.60L+0.50S+1.60H 7.356 6.089 Bottom 2.430 Min Temp% 2.480 130.302 0.056 +1.20D+1.60L+0.505+1.60H 7.079 6.107 Bottom 2.430 Min Temp% 2.480 130.302 0.054 +1.20D+1.60L+0.50S+1.60H 6.808 6.124 Bottom 2.430 Min Temp% 2.480 130.302 0.052 +1.20D+1.60L+0.50S+1.60H 6.542 6.142 Bottom 2.430 _ Min Temp% 2.480 130.302 0.050 +1.20D+1.60L+0.50S+1.60H 6.281 6.159 Bottom 2.430 Min Temp% 2.480 130.302 0.048 +1.200+1.60L+0.50S+1.60H 6.026 6.177 Bottom 2.430 Min Temp% 2.480 130.302 0.046 +1.20D+1.60L+0.50S+1.60H 5.775 6.194 Bottom 2.430 Min Temp% 2.480 130.302 0.044 +1.20D+1.60L+0.50S+1.60H 5.530 6.212 Bottom 2.430 Min Temp% 2.480 130.302 0.042 +1.20D+1.60L+0.50S+1.60H 5.290 6.229 Bottom 2.430 Min Temp% 2.480 130.302 0.041 +1.20D+1.60L+0.50S+1.60H 5.055 _ 6.247 Bottom 2.430 Min Temp% 2.480 130.302 0.039 +1.20D+1.60L+0.50S+1.60H 4.825. 6.264 Bottom 2.430 Min Temp% 2.480 130.302 0.037 +1.20D+1.60L+0.50S+1.60H 4.600 6.282 Bottom 2.430 Min Temp% 2.480 130.302 0.035 +1.20D+1.60L+0.505+1.60H 4.381 6.299 Bottom 2.430 Min Temp% 2.480 130.302 0.034 +1.20D+1.60L+0.50S+1.60H 4.167 6.317 Bottom 2.430 Min Temp% 2.480 130.302 0.032 +1.20D+1.60L+0.50S+1.60H 3.958 6.334 Bottom 2.430 Min Temp% 2.480 130.302 0.030 +1.20D+1.60L+0.505+1.60H 3.755 6.352 Bottom 2.430 Min Temp% 2.480 130.302 0.029 +1.20D+1.60L+0.50S+1.60H 3.556 6.369 Bottom 2.430 Min Temp% 2.480 130.302 0.027 Project Title: Enginuity Engineering&Design PLLC Engineer. 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:44PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-7&A-8 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu/PhiMn (ft-k) (ft) (in^2) (in^2) (ft-k) +1.20D+1.60L+0.50S+1.60H 3.363 6.387 Bottom 2.430 Min Temp% 2.480 130.302 0.026 +1.20D+1.60L+0.50S+1.60H 3.176 6.404 Bottom 2.430 Min Temp% 2.480 130.302 0.024 +120D+1.60L+0.50S+1.60H 2.993 6.422 Bottom 2.430 Min Temp% 2.480 130.302 0.023 +1.20D+1.60L+Q.505+1.60H 2.816 6.439 Bottom 2.430 Min Temp% 2.480 130.302 0.022 +1.20D+1.60L+0.505+1.60H 2.644 6.457 Bottom 2.430 Min Temp% 2.480 130.302 0.020 +1.20D+1.60L+0.50S+1.60H 2.478 6.474 Bottom 2.430 Min Temp% 2.480 130.302 0.019 +1.20D+1.60L+0.505+1.60H 2.317 6.492 Bottom 2.430 Min Temp% 2.480 130.302 0.018 +1.20D+1.60L+0.505+1.60H 2.161 6.509 Bottom 2.430 Min Temp% 2.480 130.302 0.017 +1.20D+1.60L+0.505+1.60H 2.010 6.527 Bottom 2.430 Min Temp% 2.480 130.302 0.015 +1.20D+1.60L+0.50S+1.60H 1.865 6.544 Bottom 2.430 Min Temp% 2.480 130.302 0.014 +1.20D+1.60L+0.50S+1.60H 1.725 6.562 Bottom 2.430 Min Temp% 2.480 130.302 0.013 +1.20D+1.60L+0.50S+1.6QH 1.591 6.579 Bottom 2.430 Min Temp% 2.480 130.302 0.012 +1.20D+1.60L+0.505+1.60H 1.462 6.597 Bottom 2.430 Min Temp% 2.480 130.302 0.011 +1.20D+1.60L+0.50S+1.60H 1.338 6.614 Bottom 2.430 Min Temp% 2.480 130.302 0.010 +1.20D+1.60L+0.50S+1.60H 1.220 6.632 Bottom 2.430 Min Temp% 2.480 130.302 0.009 +1.20D+1.60L+0.505+1.60H 1.107 6.649 Bottom 2.430 Min Temp% 2.480 130.302 0.008 • +1.20D+1.60L+0.50S+1.60H 1.000 6.667 Bottom 2.430 Min Temp% 2.480 130.302 0.008 +1.20D+1.60L+0.50S+1.60H 0.898 6.684 Bottom 2.430 Min Temp% 2.480 130.302 0.007 +1.20D+1.60L+0.50S+1.60H 0.801 6.702 Bottom 2.430 Min Temp% . 2.480 130.302 0.006 +1.20D+1.60L+0.505+1.60H 0.710 6.719 Bottom 2.430 Min Temp% 2.480 130.302 0.005 +1.20D+1.60L+0.505+1.60H 0.624 6.737 Bottom 2.430 Min Temp% 2.480 130.302 0.005 +1.20D+1.60L+0.50S+1.60H 0.544 6.754 Bottom 2.430 Min Temp% 2.480 130.302 0.004 +1.20D+1.60L+0.505+1.60H 0.470 6.772 Bottom 2.430 Min Temp% 2.480 130.302 0.004 +1.20D+1.60L+0.50S+1.60H 0.400 6.789 Bottom 2.430 Min Temp% 2.480 130.302 0.003 +1.20D+1.60L+0.505+1.60H 0.337 6.807 Bottom 2.430 Min Temp% 2.480 130.302 0.003 +1.20D+1.60L+0.505+1.60H 0.278 6.824 Bottom 2.430 Min Temp% 2.480 130.302 0.002 +1.20D+1.60L+0.50S+1.60H 0.226 6.842 Bottom 2.430 Min Temp% 2.480 130.302 0.002 1 +1.20D+1.60L+0.505+1.60H 0.178 6.859 Bottom 2.430 Min Temp% 2.480 130.302 0.001 +1.20D+1.60L+0.505+1.60H 0.137 6.877 Bottom 2.430 Min Temp% 2.480 130.302 0.001 +1.20D+1.60L+0.505+1.60H 0.100 6.894 Bottom 2.430 Min Temp% 2.480 130.302 0.001 +1.20D+1.60L+0.50S+1.60H 0.070 6.912 Bottom 2.430 Min Temp% 2.480 130.302 0.001 +1.20D+1.60L+0.50S+1.60H 0.045 6.929 Bottom 2.430 Min Temp% 2.480 130.302 0.000 +1.20D+1.60L+0.505+1.60H 0.025 6.947 Bottom 2.430 Min Temp% 2.480 130.302 0.000 +1.20D+1.60L+0.505+1.60H 0.011 6.964 Bottom 2.430 Min Temp% 2.480 130.302 0.000 +120D+1.60L+0.50S+1.60H 0.000 6.982 0 0.000 0 0.000 0.000 0.000 +1.200+1.60L+0.50S+1.60H 0.000 6.999 0 0.000 0 0.000 0.000 0.000 One Way Shear Punching Shear Load Combination... Phi Vn vu @ Col#1 ru @ Col#1' Phi Vn Ili @ Col#1 iu @ Col#. +1.40D 82.16 psi 4.04 psi 4.92 psi 164.32 psi 3.06psi 2.67 psi +1.20D+0.50Lr+1.60L+1.60H 82.16 psi 15.69 psi 17.27 psi 164.32 psi 7.19psi 5.68 psi +1.20D+1.60L+0.50S+1.60H 82.16 psi 14.66 psi 17.45 psi 164.32 psi 10.07psi 8.65 psi +1.20D+1.60Lr+0.50L 82.16 psi 9.77 psi 9.59 psi 164.32 psi 25.23 psi 25.25 psi +1.20D+1.60Lr+0.80W 82.16 psi 8.98 psi 5.65 psi 164.32 psi 26.09 psi 26.57 psi +1.20D+0.50L+1.605 82.16 psi 12.56 psi 10.16 psi 164.32 psi 34.44psi 34.78 psi +1.20D+1.60S+0.80W 82.16 psi 11.77 psi 8.19 psi 164.32 psi 35.30 psi 36.09 psi +1.20D+0.50Lr+0.50L+1.60W 82.16 psi 5.48 psi 8.61 psi 164.32 psi 9.10 psi 8.56 psi +1.20D+0.50L+0.505+1.60W 82.16 psi 5.76 psi 8.78 psi 164.32 psi 11.97 psi 11.54 psi +1.20D+0.50L+0.70S+E 82.16 psi 7.00 psi 9.03 psi 164.32 psi 16.06psi 15.77 psi • +0.90D+1.60W+1.60H 82.16 psi 2.60 psi 3.16 psi 164.32 psi 1.97 psi 1.72 psi +0.90D+E+1.60H 82.16 psi 2.60 psi 3.16 psi 164.32 psi 1.97psi 1.72psi Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:45PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing B-9 Code References Calculations per ACI 318-14, IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used:IBC 2006 General information Material Properties Analysis/Design Settings Fc:Concrete 28 day strength 3 ksi Calculate footing weight as dead load? Yes fy:Rebar Yield 60 ksi Calculate Pedestal weight as dead load? No Ec:Concrete Elastic Modulus 3122 ksi Min Steel%Bending Reinf(based on`d') Concrete Density 145 pcf Min Allow%Temp Reinf(based on thick) 0.0018 0 :Phi Value: Flexure: 0.9 Min.Overturning Safety Factor 1:1 Shear: 0.75 Min.Sliding Safety Factor 1:1 _Soil Information Allowable Soil Bearing 2.50 ksf Soil Bearing Increase Increase Bearing By Footing Weight No Footing base depth below soil surface ft Soil Passive SlidingResistance 250pcf Increases based on footing Depth. .. Allowable pressure increase per foot ksf (Uses entry for Footing base depth below soil surface"for force) when base of footing is below ft Coefficient of Soil/Concrete Friction 0.3 Increases based on footing Width... Allowable pressure increase per foot ksf when maximum length or width is greatE ft Maximum Allowed Bearing Pressure 10 ksf (A value of zero implies no limit) Adjusted Allowable Soil Bearing 2.50 ksf (Allowable Soli Bearing adjusted for footing weight and depth&width increases as specified by user.) Dimensions&Reinforcing Distance Left of Column#1 = 2.333ft Pedestal dimensions... As As Between Columns = 2.667 ft Bars left of Col#1 Count Size# Provided Req'd Distance Right of Column#.= 2.50ft Col#1 Col#2 Bottom Bars 6.0 5 1.860 1.620 in^, Total Footing Length = 7.50 ft Sq.Dim. = 12 12 in Top Bars 2.0 5 0.620 0_0 in Height = in Bars Btwn Cols � Footing Width = 5.0ft Bottom Bars 6.0 5 1.860 1.620 in"% Footing Thickness = 15 in Top Bars 2 5 0.620 0.0 in"; Bars Right of Col#2 Rebar Center to Concrete Edge @ Top - 3 in Bottom Bars 6.0 5 1.860 1.620 in"l" Reber Center to Concrete Edge @ Bottom = 3 in Top Bars 2.0 5 0.620 0.0 in"; Applied Loads Applied @ Left Column D Li- L S W E H Axial Load Downward = 1.30 7.10 10.10 k Moment(+CW) = k-ft Shear(+X) = k Applied @ Right Columi Axial Load Downward = 6.980 16.50 k Moment(+CW) = k-ft Shear(+X) = k Overburden = - 24' I r" £��' III II * _ 245 �X9 245 .12 645 649 645 H 2'-1• ,l 2'-8-1/16' 2.6' T6" • T-6' ,• Project Title: Enginuity Engineering&Design PLLC Engineer 437 State Route 295 Project ID: Chatham, NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:45PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing 8-9 DESIGN SUMMARY Design OK Factor of Safety Item Applied Capacity Governing Load Combination PASS No OTM Overturning 0.0 k-ft 0.0 k-ft No OTM PASSNo Sliding Sliding 0.0 k 4.523 k No Sliding PASS No Uplift Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.5710 Soil Bearing 1.427 ksf 2.50 ksf +D+L+H PASS 0.1217 1-way Shear-Col#1 10.001 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.1456 1-way Shear-Col#2 11.962 psi 82.158 psi +1.20D+1.60L+0.505+1.60H PASS 0.07635 2-way Punching-Col#1 12.545 psi 164.317 psi +1.20D+1.60S+0.80W PASS 0.08105 2-way Punching-Col#2 13.317 psi 164.317 psi +1.20D+1.60S+0.80W PASS Io Bendinc Flexure-Left of Col#1 -Top 0.0 k-ft 0.0 k-ft N/A PASS 0.08434 Flexure-Left of Col#1-Bottom 8.214 k-ft 97.387 k-ft +1.20D+0.50L+1.60S PASSNo Bendim Flexure-Between Cols-Top 0.0 k-ft 0.0 k-ft N/A PASS 0.1975 Flexure-Between Cols-Bottom 19.230 k-ft 97.387 k-ft +1.20D+1.60L+0.50S+1.60H PASSNo Bendinc Flexure-Right of Col#2-Top 0.0 k-ft 0.0 k-ft NIA PASS 0.1727 Flexure-Right of Col#2-Bottor 16.814 k ft 97.387 k-ft +1.20D+1.60L+Q.50S+1.60H Soil Bearing Eccentricity Actual Soil Bearing Stress Actual IAllow Load Combination Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 15.08 k 0.457 ft 0.26 ksf 0.55 ksf 2.50 ksf 0.219 +D+L+H 31.58 k 0.871 ft 0.26 ksf 1.43 ksf 2.50 ksf 0.571 +D+Lr+H 22.18 k -0.143 ft 0.66 ksf 0.52 ksf 2.50 ksf 0.264 +D+S+H 25.18 k -0.295 ft 0.83 ksf 0.51 ksf 2.50 ksf 0.332 +D+0.750Lr+0.750L+H 32.78 k 0.452 ft 0.56 ksf 1.19 ksf 2.50 ksf 0.476 +D+0.750L+0.750S+H 35.03 k 0.332 ft 0.69 ksf 1.18 ksf 2.50 ksf 0.473 +D+W+H 15.08 k 0.457 ft 0.26 ksf 0.55 ksf 2.50 ksf 0.219 +D+0.70E+H 15.08 k 0.457 ft 0.26 ksf 0.55 ksf 2.50 ksf 0.219 +D+0.750Lr+0.750L+0.750W+H 32.78 k 0.452 ft 0.56 ksf 1.19 ksf 2.50 ksf 0.476 +D+Q.750Lr+0.750L+Q.5250E+H 32.78 k 0.452 ft 0.56 ksf 1.19 ksf 2.50 ksf 0.476 +D+0.750L+0.7505+0.750W+H 35.03 k 0.332 ft 0.69 ksf 1.18 ksf 2.50 ksf 0.473 +D+0.750L+0.750S+0.5250E+H 35.03 k 0.332 ft 0.69 ksf 1.18 ksf 2.50 ksf 0.473 +0.60D+W+H 9.05 k 0.457 ft 0.15 ksf 0.33 ksf 2.50 ksf 0.132 +0.60D+0.70E+H 9.05 k 0.457 ft 0.15 ksf 0.33 ksf 2.50 ksf 0.132 Overturning Stability oments about Left Ed(k-ft tments about Right Ed k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D Only 0.00 0.00 999.000 0.00 0.00 999.000 +13+1..+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+Lr+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+5+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.7508+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+W+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.70E+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L+0.750W+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L+0.5250E+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S+0.750W+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S+0.5250E+H 0.00 0.00 999.000 0.00 0.00 999.000 +0.60D+W+H 0.00 0.00 999.000 0.00 0.00 999.000 +0.60D+0.70E+H 0.00 0.00 999.000 0.00 0.00 999.000 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio D Only 0.00 k 4.52 k 999 +D+L+H 0.00 k 9.47 k 999 +D+Lr+H 0.00 k 6.65 k 999 +D+S+H 0.00 k 7.55 k 999 t Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com • Printed:22 JUN 2018, 1:45PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing 8-9 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio +D+0.750Lr+0.750L+H 0.00 k 9.83 k 999 +D+0.750L+0.750S+H 0.00 k 10.51 k 999 +D+W+H 0.00 k 4.52 k 999 +D+0.70E+H 0.00 k 4.52 k 999 +D+0.750Lr+0.750L+0.750W+H 0.00 k 9.83 k 999 +D+0.750Lr+0.750L+0.5250E+H 0.00 k 9.83 k 999 +D+0.750L+0.750S+0.750W+H 0.00 k • 10.51 k 999 +D+0.750L+0.7508+0.5250E+H 0.00 k 10.51 k 999 +0.60D+W+H 0.00 k 2.71 k 999 +0.60D+0.70E+H 0.00 k 2.71 k 999 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu I PhiMn (ft-k) (ft) (i02) (in^2) (ft-k) +0.60D+0.70E+H 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +0.60D+0.70E+H 0.000 0.019 0 0.000 0 0.000 0.000 0.000 +0.60D+0,70E+H 0.000 0.038 0 0.000 0 0.000 0.000 0.000 +0.60D+0.70E+H 0.000 0.056 0 0.000 0 0.000 0.000 0.000 ' +1.20D+0.50L+1.60S 0.014 0.075 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50L+1.60S 0.022 0.094 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50L+1.60S 0.032 0.113 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50L+1.60S 0.043 0.131 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50L+1.60S 0.057 0.150 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.605 0.072 0.169 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.60S 0.088 0.188 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.60S 0.107 0.206 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.60S 0.127 0.225 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.60S 0.149 0.244 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50L+1.60S 0.173 0263 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50L+1.60S 0.199 0.281 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50L+1.608 0.226 0.300 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50L+1.60S 0.255 0.319 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.20D+0.50L+1.60S 0.286 0.338 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.20D+0.50L+1.60S 0.319 0.356 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.20D+0.50L+1.605 0.353 0.375 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50L+1.60S 0.390 0.394 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50L+1.60S 0.427 0.413 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50L+1.60S 0.467 0.431 Bottom 1.620 Min Temp% 1.860 97.387 0.005 +1.20D+0.50L+1.60S 0.509 0.450 Bottom 1.620 Min Temp% 1.860 97.387 - 0.005 +1.20D+0.50L+1.60S 0.552 0.469 Bottom . 1.620 Min Temp% 1.860 97.387 0.006 +1.20D+0.50L+1.60S 0.597 0.488 Bottom 1.620 Min Temp% 1.860 97.387 0.006 +1.20D+0.50L+1.60S 0.643 0.506 Bottom 1.620 Min Temp% 1.860 97.387 0.007 +1.20D+0.50L+1.60S 0.692 0.525 Bottom 1.620 Min Temp%- 1.860 97.387 0.007 +1.20D+0.50L+1.60S 0.742 0.544 Bottom 1.620 Min Temp% 1.860 97.387 0.008 +1.20D+0.50L+1.60S 0.794 0.563 Bottom 1.620 Min Temp% 1.860 97.387 0.008 +1.20D+0.50L+1.60S 0.848 0.581 Bottom 1.620 Min Temp% 1.860 97.387 0.009 +1.20D+0.50L+1.60S 0.903 0.600 Bottom 1.620 Min Temp% 1.860 97.387 0.009 +1.20D+0.50L+1.60S 0.960 0.619 Bottom 1.620 Min Temp% 1.860 97.387 0.010 +1.20D+0.50L+1.60S 1.019 0.638 Bottom- 1.620 Min Temp% 1.860 97.387 0.010 +1.20D+0.50L+1.60S 1.080 0.656 Bottom 1.620 Min Temp% 1.860 97.387 0.011 +1.20D+0.50L+1.60S 1.142 0.675 Bottom 1.620 Min Temp% . 1.860 97.387 0.012 +1.20D+0.50L+1.60S 1.206 0.694 Bottom 1.620 Min Temp% 1.860 97.387 0.012 +1.20D+0.50L+1.60S 1.272 0.712 Bottom 1.620 Min Temp% 1.860 97.387 0.013 +1.20D+0.50L+1.60S 1.340 0.731 Bottom 1.620 Min Temp% 1.860 97.387 0.014 +1.20D+0.50L+1.60S . 1.409 0.750 Bottom 1.620 Min Temp% 1.860 97.387 0.014 +1.20D+0.50L+1.60S 1.480 0.769 Bottom 1.620 Min Temp% 1.860 97.387 0.015 +1.20D+0.50L+1.60S 1.553 0.787 Bottom 1.620 Min Temp% 1.860 97.387 0.016 +1.20D+0.50L+1.60S 1.628 0.806 Bottom 1.620 Min Temp% 1.860 97.387 0.017 +1.20D+0.50L+1.60S 1.704 0.825 Bottom 1.620 Min Temp% 1.860 97.387 0.017 +120D+0.50L+1.60S 1.782 0.844 Bottom 1.620 Min Temp% 1.860 97.387 0.018 +1.20D+0.50L+1.605 1.862 0.862 Bottom 1.620 Min Temp% 1.860 97.387 0.019 +1.20D+0.50L+1.60S 1.943 0.881 Bottom 1.620 Min Temp% 1.860 97.387 0.020 +1.20D+0.50L+1.60S 2.027 0.900 Bottom 1.620 Min Temp% 1.860 97.387 0.021 +1.20D+0.50L+1.60S 2.112 0.919 Bottom 1.620 Min Temp% 1.860 97.387 0.022 1 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:45PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing 6-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu I PhiMn (ft-k) (ft) (in42) (in^2) (ft-k) +1.20D+0.50L+1.605 2.198 0.937 Bottom 1.620 Min Temp% 1.860 97.387 0.023 +1.20D+0.50L+1.60S 2.287 0.956 Bottom 1.620 Min Temp% 1.860 97.387 0.023 +1.20D+0.50L+1.60S 2.377 0.975 Bottom 1.620 Min Temp% 1.860 97.387 0.024 +1.20D+0.50L+1.60S 2.469 0.994 Bottom 1.620 Min Temp% 1.860 97.387 0.025 +1.20D+0.50L+1.605 2.563 1.013 Bottom 1.620 Min Temp% 1.860 97.387 0.026 +1.20D+0.50L+1.60S 2.658 1.031 Bottom 1.620 Min Temp% 1.860 97.387 0.027 +1.20D+0.50L+1.60S 2.755 1.050 Bottom 1.620 Min Temp% 1.860 97.387 0.028 +1.200+0.50L+1.605 2.854 1.069 Bottom 1.620 Min Temp% 1.860 97.387 0.029 +1.20D+0.50L+1.60S 2.954 1.088 Bottom 1.620 Min Temp% 1.860 97.387 0.030 +1.20D+0.50L+1.605 3.057 1.106 Bottom 1.620 Min Temp% 1.860 97.387 • 0.031 +1.20D+0.50L+1.605 3.161 1.125 Bottom • 1.620 Min Temp% 1.860 97.387 0.032 +1:20D+0.50L+1.60S 3.267 1.144 Bottom 1.620 Min Temp% 1.860 97.387 0.034 +1.20D+0.50L+1.60S 3.374 1.163 Bottom 1.620 Min Temp% 1.860 97.387 0.035 +1.20D+0.50L+1.60S 3.483 1.181 Bottom 1.620 Min Temp% 1.860 97.387 0.036 +1.20D+0.50L+1.60S 3.594 1.200 Bottom 1.620 Min Temp% 1.860 97.387 0.037 +1.20D+0.50L+1.60S 3.707 1.219 Bottom 1.620 Min Temp% 1.860 97.387 0.038 +1.20D+0.50L+1.60S 3.821 1.238 Bottom 1.620 Min Temp% 1.860 97.387 0.039 +1.20D+0.50L+1.60S 3.937 1.256 Bottom 1.620 Min Temp% 1.860 97.387 0.040 +1.20D+0.50L+1.60S 4.055 1.275 Bottom 1.620 Min Temp% 1.860 97.387 0.042 +1.20D+0.50L+1.60S 4.174 1.294 Bottom 1.620 Min Temp% 1.860 97.387 0.043 +1.20D+0.50L+1.60S 4.296 1.313 Bottom -1.620 Min Temp% 1.860 97.387 0.044 +1.20D+0.50L+1.60S 4.418 1.331 Bottom 1.620 Min Temp% 1.860 97.387 0.045 +1.20D+0.50L+1.60S 4.543 1.350 Bottom 1.620 Min Temp% 1.860 97.387 0.047 +1.20D+0.50L+1.60S 4.669 1.369 Bottom 1.620 Min Temp% 1.860 97.387 0.048 +1.20D+0.50L+1.60S 4.798 1.388 Bottom 1.620 Min Temp% 1.860 97.387 0.049 +1.20D+0.50L+1.60S 4.927 1.406 Bottom 1.620 Min Temp% 1.860 97.387 0.051 +1.20D+0.50L+1.60S 5.059 1.425 Bottom 1.620 Min Temp% 1.860 97.387 0.052 +1.20D+0.50L+1.605 5.192 1.444 Bottom 1.620 Min Temp% 1.860 97.387 0.053 +1.20D+0.50L+1.60S 5.327 1.463 Bottom 1.620 Min Temp% 1.860 97.387 0.055 +1.20D+0.50L+1.60S 5.464 1.481 Bottom 1.620 Min Temp% 1.860 97.387 0.056 +1.20D+0.50L+1.60S 5.602 1.500 Bottom 1.620 Min Temp% 1.860 97.387 0.058 +1.20D+0.50L+1.605 5.742 1.519 Bottom 1.620 Min Temp% 1.860 97.387 0.059 +1.20D+0.50L+1.605 5.884 1.538 Bottom 1.620 Min Temp% 1.860 97.387 0.060 +1.20D+0.50L+1.60S 6.027 1.556 Bottom 1.620 Min Temp% 1.860 97.387 0.062 +1.20D+0.50L+1.608 6.172 1.575 Bottom 1.620 Min Temp% 1.860 97.387 0.063 +1.200+0.50L+1.60S 6.319 1.594 Bottom 1.620 Min Temp% 1.860 97.387 0.065 +1.20D+0,50L+1.60S 6.468 1.613 Bottom 1.620 Min Temp% 1.860 97.387 0.066 +1.200+0.50L+1.60S 6.618 1.631 Bottom 1.620 Min Temp% 1.860 97.387 0.068 +1.20D+0.50L+1.605 6.770 1.650 Bottom 1.620 Min Temp% 1.860 97.387 0.070 +1.20D+0.50L+1.60S 6.924 1.669 Bottom 1.620 Min Temp% 1.860 97.387 0.071 +1.20D+0.50L+1.605 7.079 1.688 Bottom 1.620 Min Temp% 1.860 97.387 0.073 +1.20D+0.50L+1.60S 7.236 1.706 Bottom 1.620 Min Temp% 1.860 97.387 0.074 +1.20D+0.50L+1.60S 7.395 1.725 Bottom 1.620 Min Temp% 1.860 97.387 0.076 +1.20D+0.50L+1.60S 7.555 1.744 Bottom 1.620 Min Temp% 1.860 97.387 0.078 +1.20D+0.50L+1.60S 7.717 1.763 Bottom 1.620 Min Temp% 1.860 97.387 0.079 +1.20D+0.50L+1.60S 7.881 1.781 Bottom 1.620 Min Temp% 1.860 97.387 0.081 +1.20D+0.50L+1.60S 8.047 1.800 Bottom 1.620 Min Temp% 1.860 97.387 0.083 +1.20D+0.50L+1.60S 8.214 1.819 Bottom 1.620 Min Temp% 1.860 97.387 0.084 +1.20D+0.50L+1.60S 8.383 1.838 Bottom 1.620 Min Temp% 1.860 97.387 0.086 +1.20D+0.50L+1.60S 8.549 1.856 Bottom 1.620 Min Temp% 1.860 97.387 0.088 +1.20D+0.50L+1.605 8.710 1.875 Bottom 1.620 Min Temp% 1.860 97.387 0.089 +1.20D+0.50L+1.60S 8.867 1.894 Bottom 1.620 Min Temp% 1.860 97.387 0.091 +1.20D+0.50L+1.608 9.020 1.913 Bottom 1.620 Min Temp% 1.860 97.387 0.093 +1.20D+0.50L+1.60S 9.167 1.931 Bottom 1.620 Min Temp% 1.860 97.387 0.094 +1.20D+0.50L+1.60S 9.311 1.950 Bottom 1.620 Min Temp% 1.860 97.387 0.096 +1.20D+0.50L+1.60S 9.450 1.969 Bottom 1.620 Min Temp% 1.860 97.387 0.097 +1.20D+0.50L+1.60S 9.584 1.988 Bottom 1.620 Min Temp% 1.860 97.387 0.098 +1.20D+0.50L+1.605 9.714 2.006 Bottom 1.620 Min Temp% 1.860 97.387 0.100 +1.20D+0.50L+1.60S 9.839 2.025 Bottom 1.620 Min Temp% 1.860 97.387 0.101 +1.20D+0.50L+1.60S 9.959 2.044 Bottom 1.620 Min Temp% 1.860 97.387 0.102 +1.20D+0.50L+1.60S 10.075 2.063 Bottom 1.620 Min Temp% 1.860 97.387 0.103 +1.20D+0.50L+1.60S 10.187 2.081 Bottom 1.620 Min Temp% 1.860 97.387 0.105 +1.20D+0.50L+1.60S 10.294 2.100 Bottom 1.620 Min Temp% 1.860 97.387 0.106 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:45PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description_ Footing B-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) (ft) (in^2) (inA2) (ft-k) +1.20D+0.50L+1.605 10.396 2.119 Bottom 1.620 Min Temp% 1.860 97.387 0.107 +1.20D+0.50L+1.608 10.494 2.138 Bottom 1.620 Min Temp% 1.860 97.387 0.108 +1.20D+0.50L+1.60S 10.587 2.156 Bottom 1.620 Min Temp% 1.860 97.387 0.109 +1.20D+0.50L+1.60S 10.676 2.175 Bottom 1.620 Min Temp% 1.860 97.387 0.110 +1.20D+0.50L+1.60S 10.760 2.194 Bottom 1.620 Min Temp% L860 97.387 0.110 +1.20D+0.50L+1.60S 10.840 2.213 Bottom 1.620 Min Temp% 1.860 97.387 0.111 +1.20D+0.50L+1.605 10.915 2.231 Bottom 1.620 Min Temp% 1.860 97.387 0.112 +1.20D+0.50L+1.60S 10.986 2.250 Bottom 1.620 Min Temp% 1.860 97.387 0.113 +1.20D+0.50L+1.60S 11.052 2.269 Bottom 1.620 Min Temp% 1.860 97.387 0.113 +1.20D+0.50L+1.60S 11.113 2.288 Bottom 1.620 Min Temp% 1.860 97.387 0.114 +1.20D+0.50L+1.60S 11.170 2.306 Bottom 1.620 Min Temp% 1.860 97.387 0.115 +1.20D+0.50L+1.60S 11.222 2.325 Bottom 1.620 Min Temp% 1.860 97.387 0.115 +1.20D+0.50L+1.60S 11.270 2.344 Bottom 1.620 Min Temp% 1.860 97.387 0.116 +1.20D+0.50L+1.64S 11.313 2.363 Bottom 1.620 Min Temp% 1.860 97.387 0.116 +1.20D+0.50L+1.60S 11.352 2.381 Bottom 1.620 Min Temp% 1.860 97.387 0.117 +1.20D+0.50L+1.60S 11.386 2.400 Bottom 1.620 Min Temp% 1.860 97.387 0.117 +1.20D+0.50L+1.605 11.416 2.419 Bottom 1.620 Min Temp% 1.860 97.387 0.117 +1.20D+0.50L+1.608 11.441 2.438 Bottom 1.620 Min Temp% 1.860 97.387 0.117 +1.20D+0.50L+1.60S 11.461 2.456 Bottom 1.620 Min Temp% 1.860 97.387 0.118 +1.20D+0.50L+1.60S 11.477 2.475 Bottom 1.620 Min Temp% 1.860 97.387 0.118 +1.20D+0.50L+1.60S 11.488 2.494 Bottom 1.620 Min Temp% 1.860 97.387 0.118 +1.20D+0.50L+1.60S 11.495 2.513 Bottom 1.620 Min Temp% 1.860 97.387 0.118, +1.20D+0.50L+1.60S 11.497 2.531 Bottom 1.620 Min Temp% 1.860 97.387 0.118 +1.20D+0.50L+1.60S 11.495 2.550 Bottom 1.620 Min Temp% 1.860 97.387 0.118 +1.20D+0.50L+1.60S 11.488 2.569 Bottom 1.620 Min Temp% 1.860 97.387 0.118 +1.20D+0.50L+1.60S ' 11.476 2.588 Bottom 1.620 Min Temp% 1.860 97.387 0.118 +1.20D+0.50L+1.60S 11.460 2.606 Bottom 1.620 Min Temp% 1.860 97.387 0.118 +1.20D+0.50L+1.605 11.439 2.625 Bottom 1.620 Min Temp% 1.860 97.387 0.117 +1.20D+0.50L+1.60S 11.414 2.644 Bottom 1.620 Min Temp% 1.860 97.387 0.117 +1.20D+0.50L+1.60S 11.384 2.663 Bottom 1.620 Min Temp% 1.860 97.387 0.117 +1.20D+0.50L+1.60S 11.350 2.681 Bottom 1.620 Min Temp% 1.860 97.387 0.117 +1.20D+0.50L+1.60S 11.311 2.700 Bottom 1.620 Min Temp% 1.860 97.387 0.116 +1.20D+0.50L+1.60S 11.267 2.719 Bottom 1.620 Min Temp° 1.860 97.387 0.116 +1.20D+0.50L+1.60S 11.219 2.738 Bottom 1.620 Min Temp% 1.860 97.387 0.115 +1.20D+0.50L+1.60S 11.166 2.756 Bottom 1.620 Min Temp% 1.860 97.387 0.115 +1.20D+0.50L+1.60S 11.109 2.775 Bottom 1.620 Min Temp% 1.860 97.387 0.114 +1.20D+0.50L+1.60S 11.047 2.794 Bottom 1.620 Min Temp% 1.860 97.387 0.113 +1.20D+0.50L+1.60S 10.981 2.813 Bottom 1.620 Min Temp° 1.860 97.387 0.113 +1.20D+0.50L+1.60S 10.910 2.831 Bottom 1.620 Min Temp% 1.860 97.387 0.112 +1.20D+0.50L+1.60S 10.837 2.850 Bottom 1.620 Min Temp% 1.860 97.387 0.111 +1.20D+0.50L+1.60S 10.765 2.869 Bottom 1.620 Min Temp% 1.860 97.387 0.111 +1.20D+0.50L+1.60S 10.695 2.888 Bottom • 1.620 Min Temp% 1.860 97.387 0.110 +1.20D+0.50L+1.60S 10.627 2.906 Bottom 1.620 Min Temp% 1.860 97.387 0.109 +1.2QD+0,50L+1.605 10.561 2.925 Bottom 1.620 Min Temp% 1.860 97.387 0.108 +1.20D+0.50L+1.60S 10.496 2.944 Bottom 1.620 Min Temp° 1.860 97.387 0.108 +1.20D+0.50L+1.60S 10.433 2.963 Bottom 1.620 Min Temp% 1.860 97.387 0.107 +1.20D+0.50L+1.60S 10.371 2.981 Bottom 1.620 Min Temp% 1.860 97.387 0.106 +1.20D+0.50L+1.60S 10.311 3.000 Bottom 1.620 Min Temp% - 1.860 97.387 0.106 +1.20D+0.50L+1.60S 10.253 3.019 Bottom 1.620 Min Temp% 1.860 97.387 0.105 +1.20D+0.50L+1.60S 10.196 3.038 Bottom 1.620 Min Temp% 1.860 97.387 0.105 +1.20D+0.50L+1.605 10.142 3.056 Bottom 1.620 Min Temp% 1.860 97.387 0.104 +1.20D+0.50L+1.60S 10.088 3.075 Bottom 1.620 Min Temp% 1.860 97.387 0.104 +1.20D+0.50L+1.60S 10.036 3.094 Bottom 1.620 Min Temp% 1.860 97.387 0.103 +1.20D+0.50L+1.60S 9.986 3.113 Bottom 1.620 Min Temp% 1.860 97.387 0.103 +1.20D+0.50L+1.605 9.938 3.131 Bottom 1.620 Min Temp% 1.860 97.387 0.102 +1.20D+0.50L+1.60S 9.891 3.150 Bottom 1.620 Min Temp% 1.860 97.387 0.102 +1.20D+0.50L+1.605 9.846 3.169 Bottom 1.620 Min Temp% 1.860 97.387 0.101 +1.20D+0.50L+1.605 9.803 3.188 Bottom 1.620 Min Temp% 1.860 97.387 0.101 +1.20D+0.50L+1.605 9.761 3.206 Bottom 1.620 Min Temp% 1.860 97.387 0.100 +1,200+0.50L+1.605 9.720 3.225 Bottom 1.620 Min Temp% 1.860 97.387 0.100 +1.20D+0.50L+1.60S 9.682 3.244 Bottom 1.620 Min Temp% 1.860 97.387 0.099 +1.20D+0.50L+1.608 9.645 3.263 Bottom 1.620 Min Temp% 1.860 97.387 0.099 +1.20D+0.50L+1.608 9.610 3.281 Bottom 1.620 Min Temp% 1.860 97.387 0.099 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:45PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing B-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) (ft) (inA2) (inA2) (ft-k) +1.20D+1.60L+0_50S+1.60H 9.657 3.300 Bottom 1.620 Min Temp% 1.860 97.387 0.099 +1.20D+1.60L+0.505+1.60H 9.749 3.319 Bottom 1.620 Min Temp% 1.860 97.387 0.100 +1.20D+1.60L+0.50S+1.60H 9.844 3.338 Bottom 1.620 Min Temp% 1.860 97.387 0.101 +1.20D+1.60L+0.50S+1.60H 9.940 3.356 Bottom 1.620 Min Temp% 1.860 97.387 0.102 +1.20D+1.60L+0.505+1.60H 10.037 3.375 Bottom 1.620 Min Temp% 1.860 97.387 0.103 +1.2QD+1.60L+0.50S+1.60H 10.137 3_394 Bottom 1.620 Min Temp% 1.860 97.387 0.104 +1.20D+1.60L+0.50S+1.60H 10.238 3.413 Bottom 1.620 Min Temp% 1.860 97.387 0.105 +1.20D+1.60L+0.505+1.60H 10.341 3.431 Bottom 1.620 Min Temp% 1.860 97.387 0.106 +1.20D+1.60L+0.505+1.60H 10.446 3.450 Bottom 1.620 Min Temp% 1.860 97.387 0.107 +1.20D+1.601+0.505+1.60H 10.553 3.469 Bottom 1.620 Min Temp% 1.860 97.387 0.108 +1.20D+1.60L+0.505+1.60H 10.662 3.488 Bottom 1.620 Min Temp% 1.860 97.387 0.109 +1.20D+1.60L+0.50S+1.60H 10.773 3.506 Bottom 1.620 Min Temp% 1.860 97.387 0.111 +1.20D+1.60L+0.505+1.60H 10.885 3.525 Bottom 1.620 Min Temp% 1.860 97.387 0.112 +1.20D+1.60L+0.50S+1.60H 10.999 3.544 Bottom 1.620 Min Temp% 1.860 97.387 0.113 +1.20D+1.60L+0.50S+1.60H 11.115 3.563 Bottom 1.620 Min Temp% 1.860 97.387 0.114 +1.20D+1.60L+0.50S+1.60H 11.233 3.581 Bottom 1.620 Min Temp% 1.860 97.387 0.115 +1.20D+1.60L+0.50S+1.60H 11.353 3.600 Bottom •1.620 Min Temp% 1.860 97.387 0.117 +1.20D+1.60L+0.50S+1.60H 11.475 3.619 Bottom 1.620 Min Temp% 1.860 97.387 0.118 +1.20D+1.60L+0.50S+1,60H 11.599 3.638 Bottom 1.620 Min Temp% • 1.860 97.387 0.119 +1.20D+1.60L+0.50S+1.60H 11.724 3.656 Bottom 1.620 Min Temp% 1.860 97.387 0.120 +1.20D+1.60L+0.505+1.60H ' 11.852 3.675 Bottom 1.620 Min Temp% 1.860 97.387 0.122 +1.20D+1.60L+0.50S+1.60H 11.981 3.694 Bottom 1.620 Min Temp% • 1.860 97.387 0.123 +1.20D+1.60L+0.505+1.60H 12.113 3.713 Bottom 1.620 Min Temp% 1.860 97.387 0.124 +1.20D+1.60L+0.50S+1.60H 12.246 3.731 Bottom 1.620 Min Temp% 1.860 97.387 0.126 +1.20D+1.60L+0.50S+1.60H 12.381 3.750 Bottom 1.620 Min Temp% 1.860 97.387 0.127 +1.20D+1.60L+0.50S+1.60H 12.518 3.769 Bottom 1.620 Min Temp% 1.860 97.387 0.129 +1.20D+1.60L+0.505+1.60H 12.657 3.788 Bottom 1.620 Min Temp% 1.860 97.387 0.130 +1.20D+1.60L+0.505+1.60H 12.798 3.806 Bottom 1.620 Min Temp% 1.860 97.387 0.131 +1.20D+1.60L+0.50S+1.60H 12.941 3.825 Bottom 1.620 Min Temp% 1.860 97.387 0.133 +1.200+1.60L+0.505+1.60H 13.086 3.844 Bottom 1.620 Min Temp% 1.860 97.387 0.134 +1.20D+1.60L+0.50S+1.60H 13.233 3.863 Bottom 1.620 Min Temp% 1.860 97.387 0.136 +1.20D+1.60L+0.50S+1.60H 13.382 3.881 Bottom 1.620 Min Temp% 1.860 97.387 0.137 +1.20D+1.60L+0.50S+1.60H 13.533 3.900 Bottom 1.620 Min Temp% 1.860 97.387 0.139 +1.20D+1.60L+0.50S+1.60H 13.686 3.919 Bottom 1.620 Min Temp% 1.860 97.387 0.141 +1.20D+1.60L+0.50S+1.60H 13.841 3.938 Bottom 1.620 Min Temp% 1.860 97.387 0.142 +1.20D+1.60L+0.50S+1.60H 13.998 3.956 Bottom 1.620 Min Temp% 1.860 97.387 0.144 +1.20D+1.60L+0.50S+1.60H 14.157 3.975 Bottom 1.620 Min Temp% 1.860 97.387 0.145 +1.20D+1.60L+0.505+1.60H 14.318 3.994 Bottom 1.620 Min Temp% 1.860 97.387 0.147 +1.20D+1.60L+0,50S+1.60H 14.481 4.013 Bottom 1.620 Min Temp% 1.860 97.387 0.149 +1.20D+1.60L+0.505+1.60H 14.646 4.031 Bottom 1.620 Min Temp% 1.860 97.387 0.150 +1.20D+1.60L+0.50S+1.60H 14.813 4.050 Bottom 1.620 Min Temp% 1.860 97.387 0.152 +1.20D+1.60L+0.50S+1.60H 14.982 4.069 Bottom 1.620 Min Temp% 1.860 97.387 0.154 +1.20D+1.60L+0.50S+1.60H 15.153 4.088 Bottom 1.620 Min Temp% 1.860 97.387 0.156 +1.20D+1.60L+0.50S+1.60H 15.326 4.106 Bottom 1.620 Min Temp% 1.860 97.387 0.157 +1.20D+1.60L+0.505+1.60H 15.501 4.125 Bottom 1.620 Min Temp% 1.860 97.387 0.159 +1.20D+1.60L+0.505+1.60H 15.678 4.144 Bottom 1.620 Min Temp% 1.860 97.387 0.161 +1.200+1.60L+0.50S+1.60H 15.858 4.163 Bottom 1.620 Min Temp% 1.860 97.387 0.163 +1.20D+1.60L+0.50S+1.60H 16.039 4.181 Bottom 1.620 Min Temp% 1.860 97.387 0.165 +1.20D+1.6QL+0.50S+1.60H 16.223 4.200 Bottom 1.620 Min Temp% 1.860 97.387 0.167 +1.20D+1.60L+0.505+1.60H 16.408 4.219 Bottom 1.620 Min Temp% 1.860 97.387 0.168 +1.20D+1.60L+0.505+1.60H 16.596 4.238 Bottom 1.620 Min Temp% 1.860 97.387 0.170 +1.20D+1.60L+0.505+1.60H 16.786 4.256 Bottom 1.620 Min Temp% 1.860 97.387 0.172 +1.20D+1.60L+0.505+1.60H 16.978 4.275 Bottom 1.620 Min Temp% 1.860 97.387 0.174 +1.20D+1.60L+0.505+1.60H 17.172 4.294 Bottom 1.620 Min Temp% 1.860 97.387 0.176 +1.20D+1.60L+0.50S+1.60H 17.368 4.313 Bottom 1.620 Min Temp% 1.860 97.387 0.178 +1.20D+1.60L+0.505+1.60H 17.566 4.331 Bottom 1.620 Min Temp% 1.860 97.387 0.180 +1.200+1.60L+0.50S+1.60H 17.767 4.350 Bottom 1.620 Min Temp% 1.860 97.387 0.182 +1.20D+1.60L+0.505+1.60H 17.969 4.369 Bottom 1.620 Min Temp% 1.860 97.387 0.185 +1.20D+1.60L+0.50$+1.60H 18.174 4.388 Bottom 1.620 Min Temp% 1.860 97.387 0.187 +1.20D+1.60L+0.50$+1.60H 18.381 4.406 Bottom 1.620 Min Temp% 1.860 97.387 0.189 +1.20D+1.60L+Q.505+1.60H 18.590 4.425 Bottom 1.620 Min Temp% 1.860 97.387 0.191 +1.20D+1.60L+0.50S+1.60H 18.801 4.444 Bottom 1.620 Min Temp% 1.860 97.387 0.193 +1.20D+1.60L+0.54S+1.60H 19.015 4.463 Bottom 1.620 Min Temp% 1.860 97.387 0.195 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 - Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:45PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing B-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu/PhiMn (ft-k) (ft) (in^2) (in^2) (ft-k) +1.20D+1.60L+0.50S+1.60H 19.230 4.481 Bottom 1.620 Min Temp% 1.860 97.387 0.197 +1.20D+1.60L+0.50S+1.60H 19.448 4.500 Bottom 1.620 Min Temp% 1.860 97.387 0.200 +1.20D+1.60L+0.50S+1.60H 19.662 4.519 Bottom 1.620 Min Temp% 1.860 97.387 0.202 +1.20D+1.60L+0.50S+1.60H 19.866 4.538 Bottom 1.620 Min Temp% 1.860 97.387 0.204 +1.20D+1.60L+0.50S+1.60H 20.060 4.556 Bottom 1.620 Min Temp% 1.860 97.387 0.206 +1.20D+1.60L+0.50S+1.60H 20.243 4.575 Bottom 1.620 Min Temp% 1.860 97.387 0.208 +1.20D+1.60L+0.50S+1.60H 20.417 4.594 Bottom 1.620 Min Temp% 1.860 97.387 0.210 +1.20D+1.60L+0.505+1.60H 20.581 4.613 Bottom 1.620 Min Temp% 1.860 97.387 0.211 +1.20D+1.60L+Q.50S+1.60H 20.735 4.631 Bottom 1.620 Min Temp% 1.860 97.387 0.213 +1.20D+1.60L+0.50S+1.60H 20.879 4.650 Bottom 1.620 Min Temp% 1.860 97.387 0.214 +1.20D+1.60L+0.50S+1.60H 21.013 4.669 Bottom 1.620 Min Temp% 1.860 97.387 0.216 +1.20D+1.60L+0.50S+1.60H 21.136 4.688 Bottom 1.620 Min Temp% 1.860 97.387 0.217 +1.20D+1.60L+0.50S+1.60H 21.250 4.706 Bottom 1.620 Min Temp% 1.860 97.387 0.218 +1.20D+1.60L+0.50S+1.60H 21.354 4.725 Bottom 1.620 Min Temp% 1.860 97.387 0.219 +1.20D+1.60L+0.50S+1.60H 21.448 4.744 Bottom 1.620 Min Temp% 1.860 97.387 0.220 +1.20D+1.60L+0.50S+1.60H 21.532 4.763 Bottom 1.620 Min Temp% 1.860 97.387 0.221 +1.20D+1.60L+0.50S+1.60H 21.607 4.781 Bottom 1.620 Min Temp% 1.860 97.387 0.222 +1.20D+1.60L+0.50S+1.60H 21.671 4.800 Bottom 1.620 Min Temp% 1.860 97.387 0.223 +1.20D+1.60L+0.50S+1.60H 21.725 4.819 Bottom 1.620 Min Temp% 1.860 97.387 0.223 +1.20D+1.60L+0.50S+1.60H 21.769 4.838 Bottom 1.620 Min Temp% 1.860 97.387 0.224 +1.20D+1.60L+0.50S+1.60H 21.804 4.856 Bottom 1.620 Min Temp% 1.860 97.387 0.224 +1.20D+1.60L+0.505+1.60H 21.828 4.875 Bottom 1.620 Min Temp% 1.860 97.387 0.224 +1.20D+1.60L+0.50S+1.60H 21.843 4.894 Bottom 1.620 Min Temp% 1.860 97.387 0.224 +1.20D+1.60L+0,505+1.60H 21.848 4.913 Bottom 1.620 Min Temp% 1.860 97.387 0.224 +120D+1.60L+0.50S+1.60H 21.842 4.931 Bottom 1.620 Min Temp% 1.860 97.387 0.224 +1.20D+1.60L+0.50S+1.60H 21.827 4.950 Bottom 1.620 Min Temp% 1.860 97.387 0.224 +1.20D+1.60L+0.50S+1.60H 21.802 4.969 Bottom 1.620 Min Temp% 1.860 97.387 0.224 +1.20D+1.60L+0.50S+1.60H 21.768 4.988 Bottom 1.620 Min Temp% 1.860 97.387 0.224 +1.20D+1.60L+0.50S+1.60H 21.723 5.006 Bottom 1.620 Min Temp% 1.860 97.387 0.223 +1.20D+1.60L+0.50S+1.60H 21.668 5.025 Bottom 1.620 Min Temp% 1.860 97.387 0.222 +1.20D+1.60L+0.50S+1.60H 21.604 5.044 Bottom 1.620 Min Temp% 1.860 97.387 0.222 +1.20D+1.60L+0.50S+1.60H 21.530 5.063 Bottom 1.620 Min Temp% 1.860 97.387 0.221 +1.20D+1.60L+0.50S+1.60H 21.446 5.081 Bottom 1.620 Min Temp% 1.860 97.387 0.220 +1.20D+1.60L+0.50S+1.60H 21.352 5.100 Bottom 1.620 Min Temp% 1.860 97.387 0.219 +1.20D+1.60L+0.50S+1.60H 21.248 5.119 Bottom 1.620 Min Temp% 1.860 97.387 0.218 +120D+1.60L+0.505+1.60H 21.135 5.138 Bottom 1.620 Min Temp% 1.860 97.387 0.217 +1.20D+1.60L+0.50S+1.60H 21.011 5.156 Bottom 1.620 Min Temp% 1.860 97.387 0.216 +1.20D+1.60L+0.50S+1.60H 20.878 5.175 Bottom 1.620 Min Temp% 1.860 97.387 0.214 +1.20D+1.60L+0.50S+1.60H 20.735 5.194 Bottom 1.620 Min Temp% 1.860 97.387 0.213 +1.20D+1.60L+0.50S+1.60H 20.582 5.213 Bottom 1.620 Min Temp% 1.860 97.387 0.211 +1.20D+1.60L+0.50S+1.60H 20.420 5.231 Bottom 1.620 Min Temp% 1.860 97.387 0.210 +1.20D+1.60L+0.50S+1.60H 20.247 5.250 Bottom 1.620 Min Temp% 1.860 97.387 0.208 +1.20D+1.60L+0.50S+1.60H 20.065 5.269 Bottom 1.620 Min Temp% 1.860 97.387 0.206 +1.20D+1.60L+0.50S+1.60H 19.873 5.288 Bottom 1.620 Min Temp% 1.860 97.387 0.204 +1.20D+1.60L+0.50S+1.60H 19.672 5.306 Bottom 1.620 Min Temp% 1.860 97.387 0.202 +1.20D+1.60L+0.50S+1.60H 19.460 5.325 Bottom 1.620 Min Temp% 1.860 97.387 0.200 +1.20D+1.60L+Q.50S+1.60H 19.239 5.344 Bottom 1.620 Min Temp% 1.860 97.387 0.198 +1.20D+1.60L+0.50S+1.60H 19.008 5.363 Bottom 1.620 Min Temp% 1.860 97.387 0.195 +1.20D+1.60L+0.50S+1.60H 18.768 5.381 Bottom 1.620 Min Temp% 1.860 97.387 0.193 +1.20D+1.60L+0.505+1.60H 18.517 5.400 Bottom 1.620 Min Temp% 1.860 97.387 0.190 +1.20D+1.60L+0.505+1.60H 18.257 5.419 Bottom 1.620 Min Temp% 1.860 97.387 0.187 +1.20D+1.60L+0.50S+1.60H 17.988 5.438 Bottom 1.620 Min Temp% 1.860 97.387 0.185 +1.20D+1.60L+0.50S+1.60H 17.708 5.456 Bottom 1.620 Min Temp% 1.860 97.387 0.182 +1.20D+1.60L+0.50S+1.60H 17.419 5.475 Bottom 1.620 Min Temp% 1.860 97.387 0.179 +1.20D+1.60L+0.50S+1.60H 17.120 5.494 Bottom 1.620 Min Temp% 1.860 97.387 0.176 +1.20D+1.60L+0.50S+1.60H 16.814 5.513 Bottom 1.620 Min Temp% 1.860 97.387 0.173 +1.20D+1.60L+0.50S+1.60H 16.510 5.531 Bottom 1.620 Min Temp% 1.860 97.387 0.170 +1.20D+1.60L+0.50S+1.60H 16.209 5.550 Bottom 1.620 Min Temp% 1.860 97.387 0.166 +1.20D+1.60L+0.50S+1.60H 15.910 5.569 Bottom 1.620 Min Temp% 1.860 97.387 0.163 +120D+1.60L+0.505+1.60H 15.614 5.588 Bottom 1.620 Min Temp% 1.860 97.387 0.160 +1.20D+1.60L+0.505+1.60H 15.320 5.606 Bottom 1.620 Min Temp% 1.860 97.387 0.157 +1.20D+1.60L+0.50S+1.60H 15.029 5.625 Bottom 1.620 Min Temp% 1.860 97.387 0.154 +1.20D+1.60L+0.50S+1.60H 14.740 5.644 Bottom 1.620 Min Temp% 1.860 97.387 0.151 % Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed;22 JUN 2018, 1:45PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing B-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu I PhiMn (ft-k) (ft) (in"2) (in^2) (ft-k) +1.200+1.601.+0.50S+1.60H 14.454 5.663 Bottom ' 1.620 Min Temp% 1.860 97.387 0.148 +1.20D+1.60L+0.505+1.60H 14.170 5.681 Bottom 1.620 Min Temp% 1.860 97.387 0.146 +1.20D+1.60L+0.50S+1.60H 13.890 5.700 Bottom 1.620 Min Temp% 1.860 97.387 0.143 +1.20D+1.60L+0.50$+1.60H 13.611 5.719 Bottom 1.620 Min Temp% 1.860 97.387 0.140 +1.20D+1.60L+0.50S+1.60H 13.336 5.738 Bottom 1.620 Min Temp% 1.860 97.387 0.137 +1.20D+1.60L+0.50S+1.60H 13.063 5.756 Bottom 1.620 Min Temp% 1.860 97.387 0.134 +1.20D+1.60L+0.505+1.60H 12.792 5.775 Bottom 1.620 Min Temp% 1.860 97.387 0.131 +1.20D+1.60L+0.50S+1.60H 12.525 5.794 Bottom 1.620 Min Temp% 1.860 97.387 0.129 +1.20D+1.60L+0.50S+1.60H 12.259 5.813 Bottom 1.620 Min Temp% 1.860 97.387 0.126 +1.20D+1.60L+0.50S+1.60H 11.997 5.831 Bottom 1.620 Min Temp% 1.860 97.387 0.123 +1.20D+1.60L+0.505+1.60H 11.737 5.850 Bottom 1.620 Min Temp% 1.860 97.387 0.121 +1.20D+1.60L+0.50S+1.60H 11.480 5.869 Bottom 1.620 Min Temp% 1.860 97.387 0.118 +1.20D+1.60L+0.50S+1.60H 11.225 5.888 Bottom 1.620 Min Temp% 1.860 97.387 0.115 +1.20D+1.60L+0.50S+1.60H 10.974 5.906 Bottom 1.620 Min Temp% 1.860 97.387 0.113 +1.20D+1.60L+0.50S+1.60H 10.724 5.925 Bottom 1.620 Min Temp% 1.860 97.387 0.110 +1.200+1.60L+0.50S+1.60H 10.478 5.944 Bottom 1.620 Min Temp% 1.860 97.387 0.108 +1.20D+1.60L+0.505+1.60H 10.234 5.963 Bottom 1.620 Min Temp% 1.860 97.387 0.105 +1.20D+1.60L+0.50S+1.60H 9.993 5.981 Bottom 1.620 Min Temp% 1.860 97.387 0.103 +1.20D+1.60L+0.50S+1.60H 9.755 6.000 Bottom 1.620 Min Temp% 1.860 97.387 0.100 +1.20D+1.60L+0.505+1.60H 9.519 6.019 Bottom 1.620 Min Temp% 1.860 97.387 0.098 +1.20D+1.60L+0.505+1.60H 9.286 6.038 Bottom 1.620 Min Temp% 1.860 97.387 0.095 +1.20D+1.60L+0.50S+1.60H 9.056 6.056 Bottom 1.620 Min Temp% 1.860 97.387 0.093 +1.20D+1.60L+0.50S+1.60H 8.828 6.075 Bottom 1.620 Min Temp% 1.860 97.387 0.091 +1.20D+1.60L+0.50S+1.60H 8.603 6.094 Bottom 1.620 Min Temp% 1.860 97.387 0.088 +1.20D+1.60L+0.50S+1.60H 8.381 6.113 Bottom 1.620 Min Temp% 1.860 97.387 0.086 +1.20D+1.60L+0.50S+1.60H 8.162 6.131 Bottom 1.620 Min Temp% 1.860 97.387 0.084 +1.20D+1.60L+0.505+1.60H 7.945 6.150 Bottom 1.620 Min Temp% 1.860 97.387 0.082 +1.20D+1.60L+0.50S+1.60H 7.732 6.169 Bottom 1.620 Min Temp% 1.860 97.387 0.079 +1.20D+0.50Lr+1.60L+1.60H 7.521 6.188 Bottom 1.620 Min Temp% 1.860 97.387 0.077 +1.20D+0.50Lr+1.60L+1.60H 7.313 6.206 Bottom 1.620 Min Temp% 1.860 97.387 0.075 +1.20D+0.50Lr+1.60L+1.60H 7.108 6.225 Bottom 1.620 Min Temp% 1.860 97.387 0.073 +1.20D+0.50Lr+1.60L+1.60H 6.905 6.244 Bottom 1.620 Min Temp% 1.860 97.387 0.071 +1.20D+0.50Lr+1.60L+1.60H 6.706 6.263 Bottom 1.620 Min Temp% 1.860 97.387 0.069 +1.20D+0.50Lr+1.60L+1.60H 6.509 6.281 Bottom 1.620 Min Temp% 1.860 97.387 0.067 +1.20D+0.50Lr+1.60L+1.60H 6.315 6.300 Bottom 1.620 Min Temp% 1.860 97.387 0.065 +1.20D+0.50Lr+1.60L+1.60H 6.123 6.319 Bottom 1.620 Min Temp% 1.860 97.387 0.063 +120D+0.50Lr+1.60L+1.60H 5.935 6.338 Bottom 1.620 Min Temp% 1.860 97.387 0.061 +1.20D+0.50Lr+1.60L+1.60H 5.749 6.356 Bottom 1.620 Min Temp% 1.860 97.387 0.059 +1.20D+0.50Lr+1.60L+1.60H 5.566 6.375 Bottom 1.620 Min Temp% 1.860 97.387 0.057 +1.20D+0.50Lr+1.60L+1.60H 5.386 6.394 Bottom 1.620 Min Temp% 1.860 97.387 .0.055 +1.20D+0.50Lr+1.60L+1.60H 5.209 6.413 Bottom '1.620 Min Temp% 1.860 97.387 0.053 +1.20D+0.50Lr+1.60L+1.60H 5.035 6.431 Bottom 1.620 Min Temp% 1.860 97.387 0.052 +1.20D+0,50Lr+1.60L+1.60H 4.863 6.450 Bottom 1.620 Min Temp% 1.860 97.387 0.050 +1.20D+0.50Lr+1.60L+1.60H 4.694 6.469 Bottom 1.620 Min Temp% 1.860 97.387 0.048 +1.20D+0.50Lr+1.60L+1.60H 4.529 6.487 Bottom 1.620 Min Temp% 1.860 97.387 0.046 +1.20D+0.50Lr+1.60L+1.60H 4.366 6.506 Bottom 1.620 Min Temp% 1.860 97.387 0.045 +1.20D+0.50Lr+1.60L+1.60H 4.205 6.525 Bottom 1.620 Min Temp% 1.860 97.387 0.043 +120D+0.50Lr+1.60L+1.60H 4.048 6.544 Bottom 1.620 Min Temp% 1.860 97.387 0.042 +1.20D+0.50Lr+1.60L+1,60H 3.894 6.562 Bottom 1.620 Min Temp% 1.860 97.387 0.040 +1.20D+0.50Lr+1.60L+1.60H 3.742 6.581 Bottom . 1.620 Min Temp% 1.860 97.387 0.038 +1.20D+0.50Lr+1.60L+1.6QH 3.594 6.600 Bottom 1.620 Min Temp% 1.860 97.387 0.037 +1.20D+0.50Lr+1.60L+1.60H 3.448 6.619 Bottom 1.620 Min Temp% 1.860 97.387 0.035 +1.20D+0.50Lr+1.60L+1.60H 3.305 6.637 Bottom 1.620 Min Temp% 1.860 97.387 0.034 +1.20D+0.50Lr+1.60L+1.60H 3.165 6.656 Bottom 1.620 Min Temp% 1.860 97.387 0.033 +1.20D+0.50Lr+1.60L+1.60H 3.029 6.675 Bottom 1.620 Min Temp% 1.860 97.387 0.031 +1.20D+0.50Lr+1.60L+1.60H 2.895 6.694 Bottom 1.620 Min Temp% 1.860 97.387 0.030 +1.20D+0.50Lr+1.60L+1.60H 2.763 6.712 Bottom 1.620 Min Temp% 1.860 97.387 0.028 +1.20D+0.50Lr+1.60L+1.60H 2.635 6.731 Bottom 1.620 Min Temp% 1.860 97.387 0.027 +1.20D+0.50Lr+1.60L+1.60H 2.510 6.750 Bottom 1.620 Min Temp% 1.860 97.387 0.026 +1.20D+0.50Lr+1.60L+1.60H 2.388 6.769 Bottom 1.620 Min Temp% 1.860 97.387 0.025 +1.20D+0.50Lr+1.60L+1.60H 2.269 6.787 Bottom 1.620 Min Temp% 1.860 97.387 0.023 +1.20D+0.50Lr+1.60L+1.60H 2.152 6.806 Bottom 1.620 Min Temp% 1.860 97.387 0.022 +1.20D+0.50Lr+1.60L+1.60H 2.039 6.825 Bottom • 1.620 Min Temp% 1.860 97.387 0.021 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:45PM Combined Footing Lio.#:KW-06911363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing B-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu/PhiMn (ft-k) (ft) (in^2) (inA2) (ft-k) +1.20D+0.50Lr+1.60L+1.60H 1.929 6.844 Bottom 1.620 Min Temp% 1.860 97.387 0.020 +1.20D+0.54Lr+1.60L+1.60H 1.821 6.862 Bottom 1.620 Min Temp% 1.860 97.387 0.019 +120D+0.50Lr+1.60L+1.60H 1.717 6.881 Bottom 1.620 Min Temp% 1.860 97.387 0.018 +1.20D+0.50Lr+1.60L+1.60H 1.616 6.900 Bottom 1.620 Min Temp% 1.860 97.387 0.017 +1.20D+0.50Lr+1.60L+1.60H 1.517 6.919 Bottom 1.620 Min Temp% 1.860 97.387 0.016 +1.20D+0.50Lr+1.60L+1.60H 1.422 6.937 Bottom 1.620 Min Temp% 1.860 97.387 0.015 +1.20D+0.50Lr+1.60L+1.60H 1.330 6.956 Bottom 1.620 Min Temp% 1.860 97,387 0.014 +1.20D+0.50Lr+1.60L+1,60H 1.241 6.975 Bottom 1.620 Min Temp% 1.860 97.387 0.013 +1.20D+0.50Lr+1.60L+1.60H 1.154 6.994 Bottom 1.620 Min Temp% 1.860 97.387 0.012 +1.20D+0.50Lr+1.60L+1.60H 1.071 7.012 Bottom 1.620 Min Temp% 1.860 97.387 0.011 +1.20D+0.50Lr+1.60L+1.60H 0.991 7.031 Bottom 1.620 Min Temp% 1.860 97.387 0.010 +1.20D+0.50Lr+1.60L+1.60H 0.914 7.050 Bottom 1.620 Min Temp% 1.860 97.387 0.009 +1.20D+0.50Lr+1.60L+1.60H 0.840 7.069 Bottom 1.620 Min Temp% 1.860 97.387 0.009 +1.20D+0.50Lr+1.6QL+1.60H 0.769 7.087 Bottom 1.620 Min Temp% 1.860 97.387 0.008 +1.20D+0.50Lr+1.60L+1.60H 0.701 7.106 Bottom 1.620 Min Temp% 1.860 97.387 0.007 +1.20D+0.50Lr+1.60L+1.60H 0.637 7.125 Bottom 1.620 Min Temp% 1.860 97.387 0.007 +1.20D+0.50Lr+1.60L+1.60H 0.575 7.144 Bottom 1.620 Min Temp% 1.860 97.387 0.006 +1.20D+0.50Lr+1.60L+1.60H 0.516 7.162 Bottom 1.620 Min Temp% 1.860 97.387 0.005 +1.20D+0.50Lr+1.60L+1.60H 0.461 7.181 Bottom 1.620 Min Temp% 1.860 97.387 0.005 +1.20D+0.50Lr+1.60L+1.60H 0.409 7.200 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50Lr+1.60L+1.60H 0.359 7.219 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50Lr+1.60L+1.60H 0.313 7.237 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.20D+0.50Lr+1.60L+1.60H 0270 7.256 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.20D+0.50Lr+1.60L+1.60H 0.230 7.275 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50Lr+1.60L+1.60H 0.194 7.294 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50Lr+1.60L+1.60H 0.160 7.312 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50Lr+1.60L+1.60H 0.130 7.331 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0,50Lr+1.60L+1.60H 0.103 7.350 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50Lr+1.60L+1.60H 0.079 7.369 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0,50Lr+1.60L+1.60H 0.058 7.387 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50Lr+1.60L+1.60H 0.040 7.406 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50Lr+1.60L+1.60H 0.026 7.425 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50Lr+1.60L+1.60H 0.014 7.444 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +120D+0.50Lr+1.60L+1.60H 0.000 7.462 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+1.60L+1.60H 0.000 7.481 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+1.60L+1.60H 0.000 7.500 0 0.000 0 0.000 0.000 0.000 One Way Shear Punching Shear ` Load Combination... Phi Vn vu @ Col#1 ru @ Col#; Phi Vn ru @ Col#1 ru @ Col## +1.40D 82.16 psi 2.70 psi 3.35 psi 164.32 psi 0.77psi 0.26 psi +1.20D+0.50Lr+1.60L+1.60H 82.16 psi 10.00 psi 11.96 psi 164.32 psi 1.74psi 0.17 psi +1.20D+1.60L+0.50S+1.60H 82.16 psi -9.53 psi 11.96 psi 164.32 psi 2.85psi 1.05 psi +1.20D+1.60Lr+0.50L 82.16 psi 4.23 psi 5.74 psi 164.32 psi 8.54psi 8.41 psi +1.20D+1,60Lr+0.80W 82.16 psi 4.09 psi 2.91 psi 164.32 psi 9.02psi 9.43 psi +1.20D+0.50L+1.60S 82.16 psi 5.71 psi 5.76 psi 164.32 psi 12.07 psi 12.30 psi +1.20D+1.60S+0.80W 82.16 psi 5.57 psi 2.92 psi 164.32 psi 12.55psi 13.32psi +1.20D+0.50Lr+0.50L+1.60W 82.16 psi 3.95 psi 5.72 psi 164.32 psi 2.79psi 2.08 psi +1.20D+0.50L+0.50S+1.60W 82.16 psi 3.48 psi 5.72 psi 164.32 psi 3.90psi 3.30 psi +1.20D+0.50L+0.70S+E 82.16 psi 2.92 psi 5.73 psi 164.32 psi 5.38psi 4.93 psi +0.90D+1.60W+1.60H 82.16 psi 1.74 psi 2.16 psi 164.32 psi 0.50psi 0.17 psi +0.90D+E+1.60H 82.16 psi 1.74 psi 2.16 psi 164.32 psi 0.50psi 0.17psi t a. Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:46PM Combined Footing Lis.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A 9 Code References _ Calculations per ACI 318-14, IBC 2015,CBC 2016,ASCE 7-10 Load Combinations Used:IBC 2006 General Information Material Properties AnalysisiDesign Settings fc:Concrete 28 day strength 3 ksi Calculate footing weight as dead load? Yes fy:Rebar Yield 60 ksi Calculate Pedestal weight as dead load? No Ec:Concrete Elastic Modulus 3122 ksi Min Steel%Bending Reinf(based on'd') Concrete Density 145 pcf Min Allow%Temp Reinf(based on thick) 0.0018 4) :Phi Value: Flexure: 0.9 Min.Overturning Safety Factor 1: 1 Shear: 0.75 Min.Sliding Safety Factor 1: 1 Soil Information Allowable Soil Bearing 2.50 ksf Soil Bearing Increase Increase Bearing By Footing Weight No Footing base depth below soil surface ft Increases based on footing Depth. . Soil Passive Sliding Resistance 250 pcf Allowable pressure increase per.foot ksf (Uses enby for"Footing base depth below soil surface"for force) when base of footing is below ft Coefficient of SoillConerete Friction 0.3 Increases based on footing Width... Allowable pressure increase per foot ksf when maximum length or width is great ft Maximum Allowed Bearing Pressure 10 ksf (A value of zero implies no limit) Adjusted Allowable Soil Bearing 2.50 ksf • (Allowable Soil Bearing adjusted for footing weight and depth&width increases as specified by user.) Dimensions&Reinforcing Distance Left of Column#1 = 1.667 ft Pedestal dimensions... As As Between Columns = 1.833 ft Col#1 Col#2 Bars left of Bars#1 Count Size# Provided Req'd Distance Right of Column#1= 1.50 ft Bottom6.0 5 1.860 1.620 inA; Total Footing Length = 6.0 ft Sq.Dim. = 12 12 in Top Bars 3 5 0.930 0.0 in" Height = in Bars Btwn Cols Footing Width = 5ft Bottom Bars 7.0 5 2.170 1.620101 Footing Thickness = 15.0 in Top Bars 3 5 0.930 0.0 in^. Bars Right of Col#2 Rebar Center to Concrete Edge @ Top = 3 in Bottom Bars 6.0 5 1.860 1.620 inA1 Rebar Center to Concrete Edge @ Bottom = 3 in Top Bars 3 5 0.930 0.0 in^. Applied Loads Applied @ Left Column D Lr L S W E H Axial Load Downward = 6.980 16.50 k Moment(+CW) = k-ft Shear(+X) = k Applied @ Right Columi Axial Load Downward = 0.60 2.70 3.80 k Moment(+CW) = k-ft Shear(+X) = k Overburden = .._...---l:-B-1/18___-tea__. T.70• 1..6. I , 1 0 L 405 3-.3 aos TYs 6-..s e a Iav I s-5• 5.-0• Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:46PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-9 DESIGN SUMMARY Design OK Factor of Safety Item Applied Capacity Governing Load Combination PASS No OTM Overturning 0.0 k-ft 0.0 k-ft No OTM PASSNo Sliding Sliding 0.0 k 3.633 k No Sliding PASS No Uplift Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.8209 Soil Bearing 2.052 ksf 2.50 ksf +D+L+H PASS 0.1292 1-way Shear-Col#1 10.617 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.1292 1-way Shear-Col#2 10.617 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.1434 2-way Punching-Col#1 23.568 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.1635 2-way Punching-Col#2 26.863 psi 164.317 psi +120D+0.50Lr+1.64L+1.60H PASSNo Bending Flexure-Left of Col#1 -Top 0.0 k-ft 0.0 k-ft N/A PASS 0.08898 Flexure-Left of Col#1 -Bottom 8.665 k-ft 97.387 k-ft +1.20D+O.50Lr+1.60L+1.6QH PASS Jo Bending Flexure-Between Cols-Top 0.0 k-ft 0.0 k-ft N/A PASS 0.09418 Flexure-Between Cols-Bottom 10.644 k-ft 113.025 k-ft +1.20D+1.60L+0.505+1.60H PASS.lo Bending Flexure-Right of Col#2-Top 0.0 k-ft 0.0 k-ft N/A PASS 0.01610 Flexure-Right of Col#2-Bottor 1.568 k-ft 97.387 k-ft +1.20D+0.50L+1.60S Soil Bearing Eccentricity Actual Soil Bearing Stress Actual/Allow Load Combination Total Bearing from Ftg CL @ Left.Edge @ Right Edge Allowable Ratio ID Only 12.11 k -0.431 ft 0.73 ksf 0.23 ksf 2.50 ksf 0.294 +ID+L+H 28.61 k -0.663 ft 2.05 ksf 0.24 ksf 2.50 ksf 0.821 +D+Lr+H 14.81 k -0.170 ft 0.71 ksf 0.47 ksf 2.50 ksf 0.285 +D+S+H 15.91 k -0.089 ft 0.70 ksf 0.57 ksf 2.50 ksf 0.282 +D+0.750Lr+0.750L+H 26.51 k -0.509 ft 1.71 ksf 0.41 ksf 2.50 ksf 0.683 +D+0.750L+0.750S+H 27.34 k -0.464 ft 1.70 ksf 0.49 ksf 2.50 ksf 0.680 +D+W+H 12.11 k -0.431 ft 0.73 ksf 0.23 ksf 2.50 ksf 0.294 +1D+0.70E+H 12.11 k -0.431 ft 0.73 ksf 0.23 ksf 2.50 ksf 0.294 +D+0.75OLr+0.750L+0.750W+H 26.51 k -0.509 ft 1.71 ksf 0.41 ksf 2.50 ksf 0.683 +D+0.750Lr+0.750L+0.5250E+H 26.51 k -0.509 ft 1.71 ksf 0.41 ksf 2.50 ksf 0.683 +D+0.750L+0.7505+0.750W+H 27.34 k -0.464 ft 1.70 ksf 0.49 ksf 2.50 ksf 0.680 +D+0.750L+0.7505+0.5250E+H 27.34 k -0.464 ft 1.70 ksf 0.49 ksf 2.50 ksf 0.680 +0.60D+W+H 7.27 k -0.431 ft 0.44 ksf 0.14 ksf 2.50 ksf 0.176 +0.60D+0.70E+H 7.27 k -0.431 ft 0.44 ksf 0.14 ksf 2.50 ksf 0.176 Overturning Stability oments about Left Edo k-ft tments about Right Ed k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D Only 0.00 0.00 999.000 0.00 0.00 999.000 +D+L+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+Lr+H 0.00 0.00 999,000 0.00 0.00 999.000 +0+S+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+W+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.70E+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L+0.750W+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.75OL+0.5250E+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S+0.750W+H 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S+0.5250E+H 0.00 0.00 999.000 0.00 0.00 999.000 +0.60D+W+H 0.00 0.00 999.000 0.00 0.00 999.000 +0.60D+0.70E+H 0.00 0.00 999.000 0.00 0.00 999.000 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio D Only 0.00 k 3.63 k 999 +D+L+H 0.00 k 8.58 k 999 +D+Lr+H 0.00 k 4.44 k 999 +D+S+H 0.00 k 4.77 k 999 I. Project Title: Enginuity Engineering S.Design PLLC Engineer: 437 State Route 295 Project ID: Chatham, NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:46PM Combined Footing Lie.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW06011363 Description: Footing A-9 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio +D+0.750Lr+0.750L+H 0.00 k 7.95 k 999 +D+0.750L+0.750S+H 0.00 k 8.20 k 999 +D+W+H 0.00 k 3.63 k 999 +D+0.70E+H 0.00 k 3.63 k 999 +D+0.750Lr+0.750L+0.750W+H 0.00 k 7.95 k 999 +D+0.750Lr+0.750L+0.5250E+H 0.00 k 7.95 k 999 +D+0.750L+0.750S+0.750W+H 0.00 k 8.20 k 999 +D+0.750L+0.750S+0.5250E+H 0.00 k 8.20 k 999 +0.60D+W+H 0.00 k 2.18 k 999 +0.60D+0.70E+H 0.00 k 2.18 k 999 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) (ft) (inA2) (inA2) (ft-k) +0.600+0.70E+H 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +0.60D+0.70E+H 0.000 0.013 0 0.000 0 0.000 0.000 0.000 +0.60D+0.70E+H 0.000 0.025 0 0.000 0 0.000 0.000 0.000 +0.60D+0.70E+H 0.000 0.038 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+1.60L+1.60H 0.017 0.050 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50Lr+1.60L+1.60H 0.027 0.063 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50Lr+1.60L+1.60H 0.039 0.075 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50Lr+1.60L+1.60H 0.053 0.088 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50Lr+1.60L+1.60H 0.069 0.100 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50Lr+1.60L+1.60H 0.087 0.113 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50Lr+1.60L+1.60H 0.107 0.125 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50Lr+1.60L+1.60H 0.130 0.138 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50Lr+1.60L+1.60H 0.154 0.150 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50Lr+1.60L+1.60H 0.181 0.163 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50Lr+1.60L+1.60H 0.209 0.175 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50Lr+1.60L+1.60H 0.240 0.188 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50Lr+1.60L+1.60H 0.273 0200 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.20D+0.50Lr+1.60L+1.60H 0.308 0.213 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.20D+0.50Lr+1.60L+1.60H 0.345 0.225 - Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50Lr+1.60L+1.60H 0.384 0.238 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50Lr+1.60L+1.60H 0.425 0.250 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50Lr+1.60L+1.60H 0.469 0.263 Bottom 1.620 Min Temp% 1.860 97.387 0.005 +1.20D+0.50Lr+1.60L+1.60H 0.514 0.275 Bottom 1.620 Min Temp% 1.860 97.387 0.005 +1.20D+0.50Lr+1.60L+1.60H 0.561 0.288 Bottom 1.620 Min Temp% 1.860 97.387 0.006 +1.20D+0.50Lr+1.60L+1.60H 0.610 0.300 Bottom 1.620 Mn Temp% 1.860 97.387 0.006 +1.20D+0.50Lr+1.60L+1.60H 0.662 0.313 Bottom 1.620 Min Temp% 1.860 97.387 0.007 +1.20D+0.50Lr+1.60L+1.60H 0.715 0.325 Bottom 1.620 Min Temp% 1.860 97.387 0.007 +1.20D+0.50Lr+1.60L+1.60H 0.771 0.338 Bottom 1.620 Min Temp% 1.860 97.387 0.008 +1.20D+0.50Lr+1.60L+1.60H 0.828 0.350 Bottom 1.620 Min Temp% 1.860 97.387 0.009 +1.20D+0.50Lr+1.60L+1.60H 0.888 0.363 Bottom 1.620 Min Temp% 1.860 97.387 0.009 +1.20D+0.50Lr+1.60L+1.60H 0.949 0.375 Bottom 1.620 Min Temp% 1.860 97.387 0.010 +1.20D+0.50Lr+1.60L+1.60H 1.013 0.388 Bottom 1.620 Min Temp% 1.860 97.387 0.010 +1.20D+0.50Lr+1.60L+1.60H 1.078 0.400 Bottom 1.620 Min Temp% 1.860 97.387 0.011 +1.20D+0.50Lr+1.60L+1.60H 1.146 0.413 Bottom 1.620 Min Temp% 1.860 97.387 0.012 +1.20D+0.50Lr+1.60L+1.60H 1.216 0.425 Bottom 1.620 Min Temp% 1.860 97.387 0.012 +1.20D+0.50Lr+1.60L+1.60H 1.287 0.438 Bottom 1.620 Min Temp% 1.860 97.387 0.013 +1.20D+0.50Lr+1.60L+1.60H 1.361 0.450 Bottom 1.620 Min Temp% 1.860 97.387 0.014 +1.200+0.50Lr+1.60L+1.60H 1.436 0.463 Bottom 1.620 Min Temp% 1.860 97.387 0.015 +1,20D+0.50Lr+1.60L+1.60H 1.513 0.475 Bottom 1.620 Min Temp% 1.860 97.387 0.016 +1.20D+0.50Lr+1.60L+1.60H 1.593 0.488 Bottom 1.620 Min Temp% 1.860 97.387 0.016 +1.20D+0.50Lr+1.60L+1.60H 1.674 0.500 Bottom 1.620 Min Temp% 1.860 97.387 0.017 +1.20D+0.50Lr+1.60L+1.60H 1.758 0.513 Bottom 1.620 Min Temp% 1.860 97.387 0.018 +1.20D+0.50Lr+1.60L+1.60H 1.843 0.525 Bottom 1.620 Min Temp% 1.860 97.387 0.019 +1.20D+0.50Lr+1.60L+1.60H 1.930 0.538 Bottom 1.620 Min Temp% 1.860 97.387 0.020 +1.20D+0.50Lr+1.60L+1.60H 2.019 0.550 Bottom 1.620 Min Temp% 1.860 97.387 0.021 +1.20D+0.50Lr+1.60L+1.60H 2.111 0.563 Bottom 1.620 Min Temp% 1.860 97.387 0.022 +1.20D+0.50Lr+1.60L+1.60H 2.204 0.575 Bottom 1.620 Min Temp° 1.860 97.387 0.023 +1.20D+0.50Lr+1.60L+1.60H 2.299 0.588 Bottom 1.620 Min Temp% 1.860 97.387 0.024 +1.20D+0.50Lr+1.60L+1.60H 2.396 0.600 Bottom 1.620 Min Temp% 1.860 97.387 0.025 +1.20D+0.50Lr+1.60L+1.60H 2.494 0.613 Bottom 1.620 Min Temp% 1.860 97.387 0.026 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:46PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu I PhiMn (ft-k) (ft) (in"2) (in^2) (ft-k) +1.20D+0.50Lr+1.60L+1.60H 2.595 0.625 Bottom 1.620 Min Temp% 1.860 97.387 0.027 +1.20D+0.50Lr+1.60L+1.60H 2.698 0.638 Bottom 1.620 Min Temp% 1.860 97.387 0.028 +1.20D+0.50Lr+1.60L+1.60H 2.802 0.650 Bottom 1.620 Min Temp% 1.860 97.387 0.029 +1.20D+0.50Lr+1.60L+1.60H 2.909 0.663 Bottom 1.620 Min Temp% 1.860 97.387 0.030 +1,20D+0.50Lr+1.60L+1.60H 3.017 0.675 Bottom 1.620 Min Temp% 1.860 97.387 0.031 +1.20D+0.50Lr+1.60L+1.60H 3.127 0.688 Bottom 1.620 Min Temp% 1.860 97.387 0.032 +1.20D+0.50Lr+1.60L+1.60H 3.239 0.700 Bottom 1.620 Min Temp% 1.860 97.387 0.033 +1.20D+0.50Lr+1.60L+1.60H 3.353 0.713 Bottom 1.620 Min Temp% 1.860 97.387 0.034 +1.20D+0.50Lr+1.60L+1.60H 3.469 0.725 Bottom 1.620 Min Temp% 1.860 97.387 0.036 +1.20D+0.50Lr+1.60L+1.60H 3.587 0.738 Bottom 1.620 Min Temp% 1.860 97.387 0.037 +1.20D+0.50Lr+1.60L+1.60H 3.707 0.750 Bottom 1.620 Min Temp% 1.860 97.387 0.038 +1.200+0.5QLr+1.60L+1.60H 3.828 0.763 Bottom 1.620 Min Temp% 1.860 97.387 0.039 +1.20D+0.50Lr+1.60L+1.60H 3.951 0.775 Bottom 1.620 Min Temp% 1.860 97.387 0.041 +1.20D+0.50Lr+1.60L+1.60H 4.077 0.788 Bottom 1.620 Min Temp% 1.860 97.387 0.042 +1.20D+0.50Lr+1.60L+1,60H 4.204 0.800 Bottom 1.620 Min Temp% 1.860 97.387 0.043 +1.20D+0.50Lr+1.60L+1.60H 4.332 0.813 Bottom 1.620 Min Temp% 1.860 97.387 0.044 +1.20D+0.50Lr+1.60L+1.60H 4.463 0.825 Bottom 1.620 Min Temp% 1.860 97.387 0.046 +1.20D+0.50Lr+1.60L+1.60H 4.596 0.838 Bottom 1.620 Min Temp% 1.860 97.387 0.047 +1.20D+0.50Lr+1.60L+1.60H 4.730 0.850 Bottom 1.620 Min Temp% 1.860 97.387 0.049 +1.20D+0.50Lr+1.60L+1.60H 4.866 0.863 Bottom 1.620 Min Temp% 1.860 97.387 0.050 +1.20D+0.50Lr+1.60L+1.60H 5.004 0.875 Bottom 1.620 Min Temp% 1.860 97.387 0.051 +1.20D+0.50Lr+1.60L+1.60H 5.144 0.888 Bottom 1.620 Min Temp% 1.860 97.387 0.053 +1.20D+0.50Lr+1.60L+1.60H 5.285 0.900 Bottom 1.620 Min Temp% 1.860 97.387 0.054 +1.20D+0.50Lr+1.60L+1.60H 5.429 0.913 Bottom 1.620 Min Temp% 1.860 97.387 0.056 +1.20D+0.50Lr+1.60L+1.60H 5.574 0.925 Bottom 1.620 Min Temp% 1.860 97.387 0.057 +1.20D+0.50Lr+1.60L+1.60H 5.721 0.938 Bottom 1.620 Min Temp% 1.860 97.387 0.059 +1.20D+0.50Lr+1.60L+1.60H 5.869 0.950 Bottom 1.620 Min Temp% 1.860 97.387 0.060 +1.20D+0.50Lr+1.60L+1.6QH 6.020 0.963 Bottom 1.620 Min Temp% 1.860 97.387 0.062 +1.20D+0.50Lr+1.60L+1.60H 6.172 0.975 Bottom 1.620 Min Temp% 1.860 97.387 0.063 +1.20D+0.50Lr+1.60L+1.60H 6.326 0.988 Bottom 1.620 Min Temp% 1.860 97.387 0.065 +1.20D+0.50Lr+1.60L+1.60H 6.482 1.000 Bottom 1.620 Min Temp% 1.860 97.387 0.067 +1.20D+0.50Lr+1.60L+1.60H 6.640 1.013 Bottom 1.620 Min Temp% 1.860 97.387 0.068 +1.20D+0.50Lr+1.60L+1.60H 6.799 1.025 Bottom 1.620 Min Temp% 1.860 97.387 0.070 +1.20D+0.50Lr+1.64L+1.60H 6.960 1.038 Bottom 1.620 Min Temp% 1.860 97.387 0.071 +1.20D+0.50Lr+1.60L+1.60H 7.123 1.050 Bottom 1.620 Min Temp% 1.860 97.387 0.073 +1.20D+0,50Lr+1.60L+1.60H 7.287 1.063 Bottom 1.620 Min Temp% 1.860 97.387 0.075 +1.20D+0.50Lr+1.60L+1.60H 7.453 1.075 Bottom 1.620 Min Temp% 1.860 97.387 0.077 +1.20D+0.50Lr+1.60L+1.60H 7.621 1.088 Bottom 1.620 Min Temp% 1.860 97.387 0.078 +1.20D+0.50Lr+1.60L+1.60H 7.791 1.100 Bottom 1.620 Min Temp% 1.860 97.387 0.080 +1.20D+0.50Lr+1.60L+1.60H 7.963 1.113 Bottom 1.620 Min Temp% 1.860 97.387 0.082 +1.20D+0_50Lr+1.60L+1.60H 8.136 1.125 Bottom 1.620 Min Temp% 1.860 97.387 0.084 +1.20D+0.50Lr+1.60L+1.60H 8.311 1.138 Bottom 1.620 Min Temp% 1.860 97.387 0.085 +1.20D+0.50Lr+1.60L+1.60H 8.487 1.150 Bottom 1.620 Min Temp% 1.860 97.387 0.087 +1.20D+0.50Lr+1.60L+1.60H 8.665 1.163 Bottom 1.620 Min Temp% 1.860 97.387 0.089 +1.20D+0.50Lr+1.60L+1.60H 8.844 1.175 Bottom 1.620 Min Temp% 1.860 97.387 0.091 +1.20D+0.50Lr+1.60L+1.60H .9.020 1.188 Bottom 1.620 Min Temp% 1.860 97.387 0.093 +1.20D+0.50Lr+1.60L+1.60H 9.191 1.200 Bottom 1.620 Min Temp% 1.860 97.387 0.094 +1.20D+0.50Lr+1.60L+1.60H 9.359 1.213 Bottom 1.620 Min Temp% 1.860 97.387 0.096 +1.20D+0.50Lr+1.60L+1.60H 9.523 1.225 Bottom 1.620 Min Temp% 1.860 97.387 0.098 +1.20D+0.50Lr+1.60L+1.60H 9.684 1.238 Bottom 1.620 Min Temp%, 1.860 97.387 0.099 +1.20D+1.60L+0.50S+1.60H 9.840 1.250 Bottom 1.620 Min Temp% 1.860 97.387 0.101 +1.20D+1.60L+0.50S+1.60H 9.993 1.263 Bottom 1.620 Min Temp% 1.860 97.387 0.103 +1.20D+1.60L+0.50S+1.60H 10.143 1.275 Bottom 1.620 Min Temp% 1.860 97.387 0.104 +1.201)+1.60L+0.50S+1.60H 10.288 1.288 Bottom 1.620 Min Temp% 1.860 97.387 0.106 +1.20D+1.60L+0.50S+1.60H 10.430 1.300 Bottom 1.620 Min Temp% 1.860 97.387 0.107 +1.20D+1.60L+0.50S+1.60H 10.567 1.313 Bottom 1.620 Min Temp% 1.860 97.387 0.109 +1.20D+1.60L+0.50S+1.60H 10.702 1.325 Bottom 1.620 Min Temp% 1.860 97.387 0.110 +1.20D+1.60L+0.50S+1.60H 10.832 1.338 Bottom 1.620 Min Temp% 1.860 97.387 0.111 +1.20D+1.60L+O.50S+1.60H 10.958 1.350 Bottom 1.620 Min Temp% 1.860 97.387 0.113 +1.20D+1.60L+0.50S+1.60H 11.081 1.363 Bottom 1.620 Min Temp% 1.860 97.387 0.114 +1.20D+1.60L+0.50S+1.60H 11.200 1.375 Bottom 1.620 Min Temp% 1.860 97.387 0.115 +1.20D+1.60L+0.505+1.60H 11.315 1.388 Bottom 1.620 Min Temp% 1.860 97.387 0.116 +1.20D+1.60L+0.50S+1.60H 11.426 1.400 Bottom 1.620 Min Temp% 1.860 97.387 0.117 Y Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:46PM Combined Footing Lic.#:KW-06011363 Licensee_Enginuity Engineering&Design,KW-06011363 Description: Footing A-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu/PhiMn (ft-k) (ft) (in^2) (i02) (ft-k) +1.20D+1.60L+0.50S+1.60H 11.533 1.413 Bottom 1.620 Min Temp% 1.860 97.387 0.118 +1.20D+1.60L+0.50S+1.60H 11.637 1.425 Bottom 1.620 Min Temp% 1.860 97.387 0.119 +1.20D+1.60L+0.50S+1.60H 11.737 1.438 Bottom 1.620 Min Temp% 1.860 97.387 0.121 +1.20D+1.60L+0.50S+1.60H 11.832 1.450 Bottom 1.620 Min Temp% 1.860 97.387 0.121 +1.20D+1.60L+0.50S+1.60H 11.924 1.463 Bottom 1.620 Min Temp% 1.860 97.387 0.122 +1.20D+1.60L+0,505+1.60H 12.013 1.475 Bottom 1.620 Min Temp% 1.860 97.387 0.123 +1.20D+1.60L+0.505+1.60H 12.097 1.488 Bottom 1.620 Min Temp% 1.860 97.387 0.124 +1.20D+1.60L+0.50S+1.60H 12.177 1.500 Bottom 1.620 Min Temp% 1.860 97.387 0.125 +1.20D+1.60L+0.505+1.60H 12.254 1.513 Bottom 1.620 Min Temp% 1.860 97.387 0.126 +1.20D+1.60L+0.505+1.60H 12.326 1.525 Bottom 1.620 Min Temp% 1.860 97.387 0.127 +1.20D+1.60L+0.505+1.60H 12.395 1.538 Bottom 1.620 Min Temp% 1.860 97.387 0.127 +1.20D+1.60L+0.50$+1.60H 12.460 1.550 Bottom 1.620 Min Temp% 1.860 97.387 0.128 +1.20D+1.60L+0.50S+1.60H 12.521 1.563 Bottom 1.620 Min Temp% 1.860 97.387 0.129 +1.20D+1.60L+0.50S+1.60H 12.578 1.575 Bottom 1.620 Min Temp% 1.860 97.387 0.129 +1.20D+1.60L+0.50S+1.60H 12.631 1.588 Bottom 1.620 Min Temp% 1.860 97.387 0.130 +1.20D+1.60L+0.505+1.60H 12.681 1.600 Bottom 1.620 Min Temp° 1.860 97.387 0.130 +1.20D+1.60L+0.50S+1.60H 12.726 1.613 Bottom 1.620 Min Temp% 1.860 97.387 0.131 +1.20D+1.60L+0.50S+1.60H 12.768 1.625 Bottom 1.620 Min Temp% 1.860 97.387 0.131 +1.20D+1.60L+0.50S+1.60H 12.805 1.638 Bottom 1.620 Min Temp% 1.860 97.387 0.131 +1.2013+1.60L+0.505+1.60H 12.839 1.650 Bottom 1.620 Min Temp o 1.860 97.387 0.132 +1.20D+1.60L+0.50S+1.60H 12.869 1.663 Bottom 1.620 Min Temp% 1.860 97.387 0.132 +1.20D+1.60L+0.505+1.60H 12.894 1.675 Bottom 1.620 Min Temp% 2.170 113.025 0.114 , +1.20D+1.60L+0.505+1.60H 12.916 1.688 Bottom 1.620 Min Temp% 2.170 113.025 0.114 +1.200+1.60L+0.505+1.60H 12.934 1.700 Bottom 1.620 Min Temp% 2.170 113.025 0.114 +1.200+1.60L+0.505+1.60H 12.948 1.713 Bottom 1.620 Min Temp% 2.170 113.025 0.115 +1.20D+1.60L+0.50S+1.60H 12.958 1.725 Bottom 1.620 Min Temp% 2.170 113.025 0.115 +1.20D+1.60L+0.505+1.60H 12.964 1.738 Bottom 1.620 Min Temp% 2.170 113.025 0.115 +120D+1.60L+0.505+1.60H 12.966 1.750 Bottom 1.620 Min Temp% 2.170 113.025 0.115 +1.20D+1.60L+0.50S+1.60H 12.964 1.763 Bottom 1.620 Min Temp% 2.170 113.025 0.115 +120D+1.60L+0.50S+1.60H 12.958 1.775 Bottom 1.620 Min Temp% 2.170 113.025 0.115 +1.20D+1.60L+0.50S+1.60H 12.949 1.788 Bottom 1.620 Min Temp% 2.170 113.025 0.115 +1.20D+1.60L+0.505+1.60H 12.935 1.800 Bottom 1.620 Min Temp% 2.170 113.025 0.114 +1.20D+1.60L+0.50S+1.60H 12.917 1.813 Bottom 1.620 Min Temp% 2.170 113.025 0.114 +1.20D+1.60L+0.50S+1.60H 12.895 1.825 Bottom 1.620 Min Temp% 2.170 113.025 0.114 +1,20D+1.60L+0.50S+1.60H 12.869 1.838 Bottom 1.620 Min Temp% 2.170 113.025 0.114 +1.20D+1.60L+0.50S+1.60H 12.840 1.850 Bottom 1.620 Min Temp% 2.170 113.025 0.114 +1.20D+1.60L+0.50S+1.60H 12.806 1.863 Bottom 1.620 Min Temp% 2.170 113.025 0.113 +1.20D+1.60L+0.50S+1.60H 12.768 1.875 Bottom 1.620 Min Temp% 2.170 113.025 0.113 +1.20D+1.60L+0.505+1.60H 12.726 1.888 Bottom 1.620 Min Temp% 2.170 113.025 0.113 +1.20D+1.60L+0.50S+1.60H 12.680 1.900 Bottom 1.620 Min Temp o 2.170 113.025 0.112 +1.20D+1.60L+0.50S+1.60H 12.630 1.913 Bottom 1.620 Min Temp% 2.170 113.025 0.112 +1.20D+1.60L+0.50S+1.60H 12.576 1.925 Bottom 1.620 Min Temp% 2.170 113.025 0.111 +1.20D+1.60L+0.50S+1.60H 12.518 1.938 Bottom 1.620 Min Temp°to 2.170 113.025 0.111 +1.20D+1.60L+0.50S+1.60H 12.456 1.950 Bottom 1.620 Min Temp% 2.170 113.025 0.110 +1.20D+1.60L+0.50S+1.60H 12.390 1.963 Bottom 1.620 Min Temp% 2.170 113.025 0.110 +1.20D+1.60L+0.50S+1.60H 12.320 1.975 Bottom 1.620 Min Temp% 2.170 113.025 0.109 +1.20D+1.60L+0.50S+1.60H 12.246 1.988 Bottom 1.620 Min Temp% 2.170 113.025 0.108 +1.20D+1.60L+0.50S+1.60H 12.168 2.000 Bottom 1.620 Min Temp% 2.170 113.025 0.108 +120D+1.60L+0.50S+1.60H 12.085 2.013 Bottom 1.620 Min Temp% 2.170 113.025 0.107 +1.20D+1.60L+0.50S+1.60H 11.999 2.025 Bottom 1.620 Min Temp% 2.170 113.025 0.106 +1.20D+1.60L+0.50S+1.60H 11.909 2.038 Bottom 1.620 Min Temp% 2.170 113.025 0.105 +1.20D+1.60L+0.50S+1.60H 11.814 2.050 Bottom 1.620 Min Temp% 2.170 113.025 0.105 +1.20D+1.60L+0.50S+1.60H 11.715 2.063 Bottom 1.620 Min Temp% 2.170 113.025 0.104 +1.20D+1.60L+0.508+1.60H 11.613 2.075 Bottom 1.620 Min Temp% 2.170 113.025 0.103 +1.20D+1.60L+0.50S+1.60H 11.506 2.088 Bottom 1.620 Min Temp% 2.170 113.025 0.102 +1.20D+1.60L+0.50S+1.60H 11.395 2.100 Bottom 1.620 Min Temp% 2.170 113.025 0.101 +1.20D+1.60L+0.50S+1.60H 11.280 2.112 Bottom 1.620 Min Temp% 2.170 113.025 0.100 +1.20D+1.60L+0.50S+1.60H 11.161 2.125 Bottom 1.620 Min Temp% 2.170 113.025 0.099 +1.20D+1.60L+0.50S+1.60H 11.038 2.137 Bottom 1.620 Min Temp% 2.170 113.025 0.098 +1.20D+1.60L+0.505+1.60H 10.910 2.150 Bottom 1.620 Min Temp% 2.170 113.025 0.097 +1.20D+1.60L+0.505+1.60H 10.779 2.162 Bottom 1.620 Min Temp% 2.170 113.025 0.095 +1.20D+1.60L+0.50S+1.60H 10.644 2.175 Bottom 1.62D Min Temp% 2.170 113.025 0.094 +1.20D+1.60L+0.50S+1.60H 10.511 2.187 Bottom 1.620 Min Temp% 2.170 113.025 0.093 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com - Printed:22 JUN 2018, 1:46PM Combined Footing Lk.#:KW-06011363 Licensee:Enginuity Engineering&Design,KIN-06011363 Description: Footing A-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu!PhiMn (ft-k) (ft) (in^2) (in"2) (ft-k) +1.20D+1.60L+0.50S+1.60H 10.378 2.200 Bottom 1.620 Min Temp% 2.170 113.025 0.092 +1.20D+1.60L+0.505+1.60H 10.247 2.212 Bottom 1.620 Min Temp% 2.170 113.025 0.091 +1.20D+1.60L+0.50S+1.60H 10.118 2.225 Bottom 1.620 Min Temp% 2.170 113.025 0.090 +1.20D+1.60L+0.50S+1.60H 9.989 2.237 Bottom 1.620 Min Temp% 2.170 113.025 0.088 +1.20D+1.60L+0.505+1.60H 9.862 2.250 Bottom 1.620 Min Temp% 2.170 113.025 0.087 +1-20D+1.60L+0.50S+1.60H 9.736 2.262 Bottom 1.620 Min Temp% 2.170 113.025 0.086 +1.20D+1.60L+0.505+1.60H 9.611 2.275 Bottom 1.620 Min Temp% 2.170 113.025 0.085 +1.20D+1.60L+0.50S+1.60H 9.488 2.287 Bottom 1.620 Min Temp% 2.170 113.025 0.084 +1.20D+1.60L+0.50S+1.60H 9.366 2.300 Bottom 1.620 Min Temp% 2.170 113.025 0.083 +1.20D+1.60L+0.505+1.60H 9.245 2.312 Bottom 1.620 Min Temp% 2_170 113.025 0.082 +1.20D+1.60L+0.505+1.60H 9.125 2.325 Bottom 1.620 Min Temp% 2.170 113.025 0.081 +1.20D+1.60L+0.50S+1.60H 9.007 2.337 Bottom 1.620 Min Temp% 2.170 113.025 0.080 +1.20D+1.60L+0.50S+1.60H 8.890 2.350 Bottom 1.620 Min Temp% 2.170 113.025 -0.079 +1.20D+1.60L+0.50S+1.60H 8.774 2.362 Bottom 1.620 Min Temp% 2.170 113.025 0.078 +1.20D+1.60L+0.54S+1.60}-i 8.659 2.375 Bottom 1.620 Min Temp% 2.170 113.025 0.077 +1.20D+1.60L+0.50S+1.60H 8.546 2.387 Bottom 1.620 Min Temp% 2.170 113.025 0.076 +1.20D+1.60L+0.50S+1.60H 8.433 2.400 Bottom 1.620 Min Temp% 2.170 113.025 0.075 +1.20D+1.60L+0.50S+1.60H 8.322 2.412 Bottom 1.620 Min Temp% 2.170 113.025 0.074 +1.20D+1.60L+0.505+1.60H 8.213 2.425 Bottom 1.620 Min Temp% 2.170 113.025 0.073 +1.20D+1.60L+0.50S+1.60H 8.104 2.437 Bottom 1.620 Min Temp% 2.170 113.025 0.072 +1.20D+1.60L+0.50S+1.60H 7.996 2.450 Bottom 1.620 Min Temp% 2.170 113.025 0.071 +1.20D+1.60L+0.505+1.60H 7.890 2.462 Bottom 1.620 Min Temp% 2.170 113.025 0.070 +1.20D+1.60L+0.50S+1.60H 7.785 2.475 Bottom 1.620 Min Temp% 2.170 113.025 0.069 +1.20D+1.60L+0.50S+1.60H 7.681 2.487 Bottom 1.620 Min Temp%• 2.170 113.025 0.068 +1.20D+1.60L+0.50S+1.60H 7.578 2.500 Bottom 1.620 Min Temp% 2.170 113.025 0.067 +1,20D+1.60L+0.50S+1.60H 7.477 2.512 Bottom 1.620 Min Temp% 2.170 113.025 0,066 +1.20D+1.60L+0.50S+1.60H 7.376 2.525 Bottom 1.620 Min Temp% 2.170 113.025 0.065 +1.20D+1.60L+0.505+1.60H 7.277 2.537 Bottom 1.620 Min Temp% 2.170 113.025 0.064 +1.20D+1.60L+0.50S+1.60H 7.179 2.550 Bottom 1.620 Min Temp% 2.170 113.025 0.064 +1.20D+1.60L+0.50S+1.60H 7.082 2.562 Bottom 1.620 Min Temp% 2.170 113.025 0.063 +1.20D+1.60L+0.505+1.60H 6.986 2.575 Bottom 1.620 Min Temp% 2.170 113.025 0.062 +1.20D+1.60L+0.50S+1.60H 6.891 2.587 Bottom 1.620 Min Temp% 2.170 113.025 0.061 +1.20D+1.60L+0.50S+1.60H 6.798 2.600 Bottom 1.620 Min Temp% 2.170 113.025 0.060 +1.20D+1.60L+0.50S+1.60H 6.706 2.612 Bottom 1.620 Min Temp% 2.170 113.025 0.059 +1.20D+1.60L+0.50S+1.60H 6.614 2.625 Bottom 1.620 Min Temp% 2.170 113.025 0.059 +1.20D+1.60L+0.50S+1.60H 6.524 2.637 Bottom 1.620 Min Temp% 2.170 113.025 0.058 +1.20D+1.60L+0.505+1.60H 6.435 2.650 Bottom 1.620 Min Temp% 2.170 113.025 0.057 +1.20D+1.60L+0.50S+1.60H 6.347 2.662 Bottom 1.620 Min Temp% 2.170 113.025 0.056 +1.20D+1.60L+0.50S+1.60H 6.260 2.675 Bottom 1.620 Min Temp% 2.170 113.025 0.055 +1.20D+1.60L+0.50S+1.60H 6.174 2.687 Bottom 1.620 Min Temp% 2.170 113.025 0.055 +1.20D+1.60L+0.50S+1.60H 6.090 2.700 Bottom 1.620 Min Temp% 2.170 113.025 0.054 +1.20D+1.60L+0.50S+1.60H 6.006 2.712 Bottom 1.620 Min Temp% 2.170 113.025 0.053 +1.20D+1.60L+0.505+1.60H 5.924 2.725 Bottom 1.620 Min Temp% 2.170 113.025 0.052 +1.20D+1.60L+0,505+1.60H 5.842 2.737 Bottom 1.620 Min Temp% 2.170 113.025 0.052 +1.20D+1.60L+0.50S+1.60H 5.762 2.750 Bottom 1.620 Min Temp% 2.170 113.025 0.051 +1.20D+1.60L+0.50S+1.60H 5.683 2.762 Bottom 1.620 Min Temp% 2.170 113.025 0.050 +1.20D+1.60L+0.50S+1.60H 5.605 2.775 Bottom 1.620 Min Temp% 2.170- • 113.025 0.050 +1.20D+1.60L+0.50S+1.60H 5.528 2.787 Bottom 1.620 Min Temp% 2.170 113.025 0.049 +1.200+1.60L+0.50S+1.60H 5.451 2.800 Bottom 1.620 Min Temp% 2.170 113.025 0.048 +1.20D+1.60L+0.50S+1.60H 5.376 2.812 Bottom 1.620 Min Temp% 2.170 113.025 0.048 +1,20D+1.60L+0.50S+1.60H 5.302 2.825 Bottom 1.620 Min Temp% 2.170 113.025 0.047 +1.20D+1.60L+0.505+1.60H 5.230 2.837 Bottom 1.620 Min Temp% 2.170 113.025 0.046 +1.20 D+1.60L+0.50S+1.60H 5.158 2.850 Bottom 1.620 Min Temp% 2.170 113.025 0.046 +1.20D+1.60L+0.50S+1.60H 5.087 2.862 Bottom 1.620 Min Temp% 2.170 113.025 0.045 +1.20D+1.60L+0.50S+1.60H 5.017 2.875 Bottom 1.620 Min Temp% 2.170 113.025 0.044 +1.20D+1.60L+0.505+1.60H 4.948 2.887 Bottom 1.620 Min Temp% 2.170 113.025 0.044 +1.20D+1.60L+0.505+1.60H 4.880 2.900 Bottom 1.620 Min Temp% 2.170 113.025 0.043 +1.20D+1.60L+0.50S+1.60H 4.813 2.912 Bottom 1.620 Min Temp% 2.170 113.025 0.043 +1.200+1.60L+0.50S+1.60H 4.748 2.925 Bottom 1.620 Min Temp% 2.170 113.025 0.042 +1,20D+1,60L+0.505+1.60H 4.683 2.937 Bottom 1.620 Min Temp% 2.170 113.025 0.041 +1.20D+1.60L+0.50S+1.60H 4.619 2.950 Bottom 1.620 Min Temp% 2.170 113.025 0.041 +1.20D+1.60L+0.505+1.60H 4.556 2.962 Bottom 1.620 Min Temp% 2.170 113.025 0.040 +1.20D+1.60L+0.505+1.60H 4.494 2.975 Bottom 1.620 Min Temp% 2.170 113.025 0.040 t Project Title: • Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: info@EnginuityDesign.com Printed:22 JUN 2016, 1:46PM Combined Footing Lic.#:KW06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As RIM n Mu/PhiMn (ft-k) (ft) (in^2) (in^2) (ft-k) +1.20D+1.60L+0.50S+1.60H 4.434 2.987 Bottom 1.620 Min Temp% 2.170 113.025 0.039 +1.20D+1.60L+0.505+1.60H 4.374 3.000 Bottom 1.620 Min Temp% 2.170 113.025 0.039 +1.20D+1.60L+0.50S+1.60H 4.315 3.012 Bottom 1.620 Min Temp% 2.170 113.025 0.038 +1.20D+1.60L+0.50S+1.60H 4.256 3.025 Bottom 1.620 Min Temp% 2.170 113.025 0.038 +1.20D+1.60L+0.50S+1.60H 4.198 3.037 Bottom 1.620 Min Temp% 2.170 113.025 0.037 +1.20D+1.60L+0.50S+1.60H 4.141 3.050 Bottom 1.620 Min Temp% 2.170 113.025 0.037 +1.20D+1.60L+0.50S+1.60H 4.084 3.062 Bottom 1.620 Min Temp% 2.170 113.025 0.036 +1.20D+1.60L+0.50S+1.60H 4.027 3.075 Bottom 1.620 Min Temp% 2.170 113.025 0.036 +1.20D+1.60L+0.50S+1.60H 3.972 3.087 Bottom 1.620 Min Temp% 2.170 113.025 0.035 +1.20D+1.60L+0.50S+1.60H 3.916 3.100 Bottom 1.620 Min Temp% 2.170 113.025 0.035 +1.20D+1.60L+0.505+1.60H 3.862 3.112 Bottom 1.620 Min Temp% 2.170 113.025 0.034 +1.20D+1.60L+0.50S+1.60H 3.807 3.125 Bottom 1.620 Min Temp% 2.170 113.025 0.034 +1.20D+1.60L+0.50S+1.60H 3.754 3.137 Bottom 1.620 Min Temp% 2.170 113.025 0.033 +1.20D+1.60L+0.505+1.60H 3.700 3.150 Bottom 1.620 Min Temp% 2.170 113.025 0.033 +1.20D+1.60L+0.50S+1.60H 3.648 3.162 Bottom 1.620 Min Temp% 2.170 113.025 0.032 +1.20D+1.60L+0.50S+1.60H 3.595 3.175 Bottom 1.620 Min Temp% 2.170 113.025 0.032 +120D+1.60L+0.50S+1.60H 3.544 3.187 Bottom 1.620 Min Temp% 2.170 113.025 0.031 +1.20D+1.60L+0.505+1.60H 3.492 3.200 Bottom 1.620 Min Temp% 2.170 113.025 0.031 +1.20D+1.60L+0.505+1.60H 3.441 3.212 Bottom 1.620 Min Temp'% 2.170 113.025 0.030 +1.20D+1.60L+0.505+1.60H 3.391 3.225 Bottom 1.620 Min Temp% 2.170 113.025 0.030 +1.20D+1.60L+0.505+1.60H 3.341 3.237 Bottom 1.620 Min Temp% 2.170 113.025 0.030 +1.20D+1.60L+0.50S+1.60H 3.292 3.250 Bottom 1.620 Min Temp% 2.170. 113.025 0.029 +1.20D+0.50L+1.60S 3.261 3.262 Bottom 1.620 Min Temp% 2.170 113.025 0.029 +1.20D+0.50L+1.60S 3.245 3.275 Bottom 1.620 Min Temp% 2.170 113.025 0.029 +1.20D+0.50L+1.605 3.230 3.287 Bottom 1.620 Min Temp% 2.170 113.025 0.029 +1.20D+0.50L+1.605 3.214 3.300 Bottom 1.620 Min Temp% 2.170 113.025 0.028 +1.20D+0.50L+1.60S 3.197 3.312 Bottom 1.620 Min Temp% 2.170 113.025 0.028 +1.20D+0.50L+1.60S 3.180 3.325 Bottom 1.620 Min Temp% 2.170 113.025 0.028 +1.20D+0.50L+1.60S 3.163 3.337 Bottom 1.620 Min Temp% 2.170 113.025 0.028 +1.20D+0.50L+1.60S 3.145 3.350 Bottom 1.620 Min Temp% 2.170 113.025 0.028 +1.20D+0.50L+1.60S 3.127 3.362 Bottom 1.620 Min Temp% 2.170 113.025 0.028 +1.20D+0.50L+1.60S 3.108 3.375 Bottom 1.620- Min Temp% 2.170 113.025 0.027 +1.200+0.50L+1.60S 3.089 3.387 Bottom 1.620 Min Temp% 2.170 113.025 0.027 +1.20D+0.50L+1.60S 3.069 3.400 Bottom 1.620 Min Temp% 2.170 113.025 0.027 +1.20D+0.50L+1.60S 3.050 3.412 Bottom 1.620 Min Temp% 2.170 113.025 0.027 +1.20D+0.50L+1.60$ 3.029 3.425 Bottom 1.620 Min Temp% 2.170 113.025 0.027 +1.20D+0.50L+1.60S 3.008 3.437 Bottom 1.620 Min Temp% 2.170 113.025 0.027 +1.20D+0.50L+1.60S 2.987 3.450 Bottom 1.620 Min Temp% 2.170 113.025 0.026 +1.20D+0.50L+1.605 2.966 3.462 Bottom 1.620 Min Temp% 2.170 113.025 0.026 +1.20D+0.50L+1.60S 2.944 3.475 Bottom 1.620 Min Temp% 2.170 113.025 0.026 +1.20D+0.50L+1.60S 2.921 3.487 Bottom 1.620 Min Temp% 2.170 113.025 0.026 +1.20D+0.50L+1.60S 2.898 3.500 Bottom 1.620 Min Temp% 2.170 113.025 0.026 +1.20D+0.50L+1.60S 2.875 3.512 Bottom 1.620 Min Temp% 1.860 97.387 0.030 +1.20D+0.50L+1.605 2.851 3.525 Bottom 1.620 Min Temp% 1.860 97.387 0.029 +1.20D+0.50L+1.60S 2.827 3.537 Bottom 1.620 Min Temp% 1.860 97.387 0.029 +1.20D+0.50L+1.60S 2.802 3.550 Bottom 1.620 Min Temp% 1.860 97.387 0.029 +1.20D+0.50L+1.60S 2.777 3.562 Bottom 1.620 Min Temp% 1.860 97.387 0.029 +1.20D+0.50L+1.60S 2.751 3.575 Bottom 1.620 Min Temp% 1.860 97.387 0.028 +1.200+0.50L+1.60S 2.725 3.587 Bottom 1.620 Min Temp% 1.860 97.387 0.028 +1.20D+0.50L+1.60S 2.699 3.600 Bottom . 1.620 Min Temp% 1.860 97.387 0.028 +1.20D+0.50L+1.605 2.672 3.612 Bottom 1.620 Min Temp% 1.860 97.387 0.027 +1.20D+0.50L+1.605 2.645 3.625 Bottom 1.620 Min Temp% 1.860 97.387 0.027 +1.20D+0.50L+1.60S 2.617 3.637 Bottom 1.620 Min Temp% 1.860 97.387 0.027 +1.20D+0.50L+1.60S 2.589 3.650 Bottom 1.620 Min Temp% 1.860 97.387 0.027 +1.20D+0.50L+1.605 2.560 3.662 Bottom 1.620 Min Temp% 1.860 97.387 0.026 +1.20D+0.50L+1.605 2.531 3.675 Bottom 1.620 Min Temp% 1.860 97.387 0.026 +1.20D+0.50L+1.60S 2.501 3.687 Bottom 1.620 Min Temp% 1.860 97.387 0.026 +120D+0.50L+1.60S 2.471 3.700 Bottom 1.620 Min Temp% 1.860 97.387 0.025 +1.20D+0.50L+1.60S 2.441 3.712 Bottom 1.620 Min Temp% 1,860 97.387 0.025 +1.20D+0.50L+1.60S 2.410 3.725 Bottom 1.620 Min Temp% 1.860 97.367 0.025 +1.20D+0.50L+1.60S 2.378 3.737 Bottom 1.620 Min Temp% 1.860 97.387 0.024 +1.20D+0.50L+1.605 2.346 3.750 Bottom 1.620 Min Temp% 1.860 97.387 0.024 +1.20D+0.50L+1.605 2.314 3.762 Bottom 1.620 Min Temp% 1.860 97.387 0.024 e Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:46PM Combined Footing Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu f PhiMn (ft k) (ft) (in"2) (in^2) (ft-k) +1.20D+0,50L+1.60S 2.281 3.775 Bottom 1.620 Min Temp% 1.860 97.387 0.023 +1.20D+0.50L+1.60S 2.248 3.787 Bottom 1.620 Min Temp% 1.860 97.387 0.023 +1.20D+0.50L+1.60S 2.214 3.800 Bottom 1.620 Min Temp% 1.860 97.387 0.023 +1.20D+0.50L+1.60S 2.180 3.812 Bottom 1.620 Min Temp% 1.860 97.387 0.022 +1.20D+0.50L+1.60S 2.145 3.825 Bottom 1.620 Min Temp% 1.860 97.387 0.022 +1.20D+0.50L+1.60S 2.110 3.837 Bottom 1.620 Min Temp% 1.860 97.387 0.022 +1.20D+0.50L+1.605 2.074 3.850 Bottom 1.620 Min Temp% 1.860 97.387 0.021 +1.20D+0.50L+1.605 2.038 3.862 Bottom 1.620 Min Temp% 1.860 97.387 0.021 +1.20D+0.50L+1.605 2.002 3.875 Bottom 1.620 Min Temp% 1.860 97.387 0.021 +1.20D+0.50L+1.60S 1.965 3.887 Bottom 1.620 Min Temp% 1.860 97.387 0.020 +1.20D+0.50L+1.605 1.927 3.900 Bottom 1.620 Min Temp% 1.860 97.387 0.020 +1,20D+0,50L+1.60$ 1.889 3.912 Bottom 1.620 Min Temp% 1.860 97.387 0.019 +1.20D+0.50L+1.60S 1.851 3.925 Bottom 1.620 Min Temp% 1.860 97.387 0.019 +1.20D+0.50L+1.60S 1.812 3.937 Bottom 1.620 Min Temp% 1.860 97.387 0.019 +1.20D+0.50L+1.605 1.772 3.950 Bottom 1.620 Min Temp% 1.860 97.387 0.018 +1.20D+0.50L+1.605 1.732 3.962 Bottom 1.620 Min Temp% 1.860 97.387 0.018 +1.20D+0.50L+1.60S 1.692 3.975 Bottom 1.620 Min Temp% 1.860 97.387 0.017 +1.20D+0.50L+1.60S 1.651 3.987 Bottom 1,620 Min Temp% 1.860 97.387 0.017 +120D+0.50L+1.60S 1.609 4.000. Bottom 1.620 Min Temp% 1.860 97.387 0.017 +1.20D+0.50L+1.60S 1.568 4.012 Bottom 1.620 Min Temp% 1.860 97.387 0.016 +1.20D+0.50L+1.60S 1.527 4.025 Bottom 1.620 Min Temp% 1.860 97.387 0.016 +1.20D+0.50L+1.60S - 1.487 4.037 Bottom 1.620 Min Temp% 1.860 97.387 0.015 +1.20D+0.50L+1.605 1.447 4.050 Bottom 1.620 Min Temp% 1.860 97.387 0.015 +1.20D+0.50L+1.60S 1.408 4.062 Bottom 1.620 Min Temp% 1.860 97.387 0.014 +1.20D+0.50L+1.60S 1.370 4.075 Bottom 1.620 Min Temp% 1.860 97.387 0.014 +1.20D+0.50L+1.605 1.332 4.087 Bottom 1.620 Min Temp% 1.860 97.387 0.014 +1.20D+0.50L+1.645 1.295 4.100 Bottom 1.620 Min Temp% 1.860 97.387 0.013 +1.20D+0.50L+1.60S 1.258 4.112 Bottom 1.620 Min Temp% 1.860 97.387 0.013 +1.20D+0.50L+1.60S 1.221 4.125 Bottom 1.620 Min Temp% 1.860 97.387 0.013 +1.20D+0.50L+1.605 1.186 4.137 Bottom 1.620 Min Temp% 1.860 97.387 0.012 +1.20D+0.50L+1.60S 1.151 4.150 Bottom 1.620 Min Temp% 1.860 97.387 0.012 +1.20D+0.50L+1.605 1.116 4.162 Bottom 1.620 Min Temp% 1.860 97.387 0.011 +1.20D+0.50L+1.60S 1.082 4.175 Bottom 1.620 Min Temp% 1.860 97.387 0.011 +1.20D+0.50L+1.60S 1.049 4.187 Bottom 1.620 Min Temp% 1.860 97.387 0.011 +1.20D+0.50L+1.60S 1.016 4.200 Bottom 1.620 Min Temp% 1.860 97.387 0.010 +1.20D+0.50L+1.60S 0.983 4.212 Bottom 1.620 Min Temp% 1.860 97.387 0.010 +1.20D+0.50L+1.60S 0.951 4.225 Bottom 1.620 Min Temp% 1.860 97.387 0.010 +1.20D+0.50L+1.60S 0.920 4.237 Bottom 1.620 Min Temp% 1.860 97.387 0.009 +1.20D+0.50L+1.605 0.889 4.250 Bottom 1.620 Min Temp% 1.860 97.387 0.009 +120D+0.50L+1.60S 0.859 4.262 Bottom 1.620 Min Temp% 1.860 97.387 0.009 +1.20D+0.50L+1.60S 0.830 4.275 Bottom 1.620 Min Temp% 1.860 97.387 0.009 +1.20D+0.50L+1.605 0.801 4.287 Bottom 1.620 Min Temp% 1.860 97.387 0.008 +1.20D+0.50L+1.60S 0.772 4.300 Bottom 1.620 Min Temp% 1.860 97.387 0.008 +120D+0.50L+1.60S 0.744 4.312 Bottom 1.620 Min Temp% 1.860 97.387 0.008 +1.20D+0.50L+1.60S 0.717 4.325 Bottom 1.620 Min Temp% • 1.860 97.387 0.007 +1.20D+0.50L+1.60S 0.690 4.337 Bottom 1.620 Min Temp% 1.860 97.387 0.007 +1.20D+0.50L+1.605 0.663 4.350 Bottom 1.620 Min Temp% 1.860 97.387 0.007 +1.20D+0.50L+1.60S 0.637 4.362 Bottom 1.620 Min Temp% 1.860 97.387 0.007 +1.20D+0.50L+1.60S 0.612 4.375 Bottom 1.620 Min Temp% 1.860 97.387 0.006 +1.20D+0.50L+1.60S 0.587 4.387 Bottom 1.620 Min Temp% 1.860 97.387 0.006 +1.20D+0.50L+1.60S 0.563 4.400 Bottom 1.620 Min Temp% 1.860 97.387 0.006 +1.20D+0.50L+1.60S 0.539 4.412 Bottom 1.620 Min Temp% 1.860 97.387 0.006 +1.20D+0.50L+1.60S 0.516 4.425 Bottom 1.620 Min Temp% 1.860 97.387 0.005 +1.20D+0.50L+1.60S 0.494 4.437 Bottom 1.620 Min Temp% 1.860 97.387 0.005 +1.20D+0.50L+1.60S 0.472 4.450 Bottom 1.620 Min Temp% 1.860 97.387 0.005 +1.20D+0.50L+1.60S 0.450 4.462 Bottom 1.620 Min Temp% 1.860 97.387 0.005 +1.20D+0.50L+1.60S 0.429 4.475 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50L+1.605 0.408 4.487 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50L+1,60S 0.388 4.500 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50L+1.60S 0.369 4.512 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50L+1.BOS 0.350 4.525 Bottom 1.620 Min Temp% 1.860 97.387 0.004 +1.20D+0.50L+1.60S 0.331 4.537 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.20D+0.50L+1.60S 0,313 4.550 Bottom 1.620 Min Temp% 1.860 97.387 0.003 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.cam Printed:22 JUN 2018, 1:46PM Combined Footing Lic.#:KW.06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Footing A-9 Z-Axis Footing Flexure-Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu!PhiMn (ft-k) (ft) (in^2) (in"2) (ft-k) +1.20D+0.50L+1.60S 0.296 4.562 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.2013+0.50L+1.605 0.279 4.575 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.20D+0.50L+1.608 0.263 4.587 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.20D+0.50L+1.608 0.247 4.600 Bottom 1.620 Min Temp% 1.860 97.387 0.003 +1.20D+0.50L+1.60S 0.231 4.612 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50L+1.605 0.216 4.625 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50L+1.60S 0.202 4.637 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1,20D+0.50L+1.60S 0.188 4.650 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50L+1.608 0.175 4.662 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50L+1.60S 0.162 4.675 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50L+1.60S 0.150 4.687 Bottom 1.620 Min Temp% 1.860 97.387 0.002 +1.20D+0.50L+1.60S 0.138 4.700 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.60S 0.126 4.712 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.608 0.116 4.725 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.605 0.105 4.737 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.605 0.095 4.750 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.608 0.086 4.762 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.605 0.077 4.775 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+Q.50L+1.608 0.069 4.787 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.60S 0.061 4.800 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.605 0.053 4.812 Bottom 1.620 Min Temp% 1.860 97.387 0.001 +1.20D+0.50L+1.60S 0.046 4.825 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50L+1.60S 0.040 4.837 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50L+1.60S 0.034 4.850 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50L+1.605 0.029 4.862 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50L+1.605 0.024 4.875 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +120D+0.50L+1.60S 0.019 4.887 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0,50L+1.60S 0.015 4.900 Bottom 1.620 Min Temp% 1.660 97.387 0.000 +1.20D+0.50L+1.60S 0.012 4.912 Bottom 1.620 Min Temp% 1.860 97.387 0.000 +1.20D+0.50L+1.60S 0.000 4.925 0 0.000 ' 0 0.000 0.000 0.000 +1.20D+0.50L+1.605 0.000 4.937 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50L+1.605 0.000 4.950 0 0.000 0 0.000 0.000 0.000 +1.200+0.50L+1.60S 0.000 4.962 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50L+1.60S 0.000 4.975 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50L+1.60S 0.000 4.987 0 0.000 0 0.000 0.000 0.000 +120D+0.50L+1.60S 0.000 5.000 0 0.000 0 0.000 0.000 0.000 One Way Shear Punching Shear Load Combination... Phi Vn vu @ Col#1 ru @ Cot#e Phi Vn ru @ Col#1 ru @ Col#1' +1.40D 82.16 psi 2.90 psi 2.90 psi 164.32 psi 6.60psi 7.50 psi +1.20D+0.50Lr+1.60L+1.60H 82.16 psi 10.62 psi 10.62 psi 164.32 psi 23.57 psi 26.86 psi +1.20D+1.60L+0.505+1.60H 82.16 psi 10.45 psi 10.45 psi 164.32 psi 23.52 psi 26.75 psi +1.20D+1.60Lr+0.50L 82.16 psi 3.85 psi 3.85 psi 164.32 psi 10.93 psi 12.01 psi +1.200+1.60Lr+0.80W 82.16 psi 1.18 psi 1.18 psi 164.32 psi 5.30psi 5.54psi +1.20D+0.50L+1.60S 82.16 psi 3.31 psi 3.31 psi 164.32 psi 10.79 psi 11.65 psi +1.20D+1.60S+0.80W 82.16 psi 0.69 psi 0.65 psi 164.32 psi 5.15psi 5.17 psi +1.20D+0,50Lr+0.50L+1.60W 82.16 psi 4.75 psi 4.75 psi 164.32 psi 11.18psi 12.62 psi +1.20D+0.50L+0.505+1.60W 82.16 psi 4.58 psi 4.58 psi 164.32 psi 11.13psi 12.51 psi +1.20D+0.50L+0.70S+E 82.16 psi 4.35 psi 4.35 psi 164.32 psi 11.07psi 12.35 psi +0.90D+1.60W+1.60H 82.16 psi 1.86 psi 1.86 psi 164.32 psi 4.24 psi 4.82 psi +0.90D+E+1.60H 82.16 psi 1.86 psi 1.86 psi 164.32 psi 4.24 psi 4.82 psi • Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: info@EnginuityDesign,com Printed:22 JUN 2018, 1:50PM Steel Base Plate Lic.#:KW.06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typical Base Plate Code Reference: Calculations per AISC Design Guide#1,IBC 2015,CBC 2016,ASCE 7-10 Load Combination Set:IBC 2006 General Information Material Properties AISC Design Methodaliowable Strength Design Steel Plate Fy = 36.0 ksi Concrete Support f c - 3.0 ksi 5-2 c :ASD Safety Fac 2.50 Assumed Bearing AFI Bearing Allowable Bearing Fp per J8 3.40 ksi Column&Plate Column Properties • 9" Steel Sectic HSS4x4x5(16 Z Depth 4 in Area 4.1 in'2 - 1.7.7 Width 4 in lxx in^4 ' Flange Thickne: 0.291 in lyy in^4 : .,• . l�:- Web Thickne in fir:t,—,Aiv:viA.. � Plate Dimensions f'`"'� "`s`'" ``, .•.'.'Support Dimensions t:'`� .����'�� r�=`"��':f .. N:Length 9.0 in Width along"X" • 1 �~ �a t-1 '.,,',;. i 2.0 in .. i:'. e g.'. X B:Width 9.0 in Length along"Z' 12.0 in �-t },,.t'1 `' VM _ Thickness 0.6250 in ''irk,n rxrt•: :t Column assumed welded to base --''`';: t~ 4 • a�y ..... ..-..-., ....-._ : -"_`_- ••-,,f't_ki.Lli ,to•2ili ;�di.':rR',:ww,.,n"'��•,t..} __ 1 t-0„ Applied Loads ::: . .. P-Y V-Z M-X �i� D:Dead Load k '''A#:'._ <' ::-. n;e,, ;; • ,1:. •.,:.; . 13.960 k k-ft ~�'. �s:r,.:=lrz::: <'z�� L:Live,...... ";.. y;. . ;..,_ 33.0 k k kft `":z`ti:'+ I :i:. Lr:Roof Live k k k-ft 'ri:s-h<<,=:i=ii.4::>fti.. 5.Snow k f7 �.. --.' 1:ilr s{ts:.,x: d. . k k-ft ,�. _..'<: ;;,? q> W:Wind k '. E:Earthquake k k - ;-- .r. !se's $:tiiri- ;. s.'- H:Lateral Earth k ' ;,,' .Irdi , k k-ft `i?. ,.�.k ,;�ant; .ink r:3�:ty�s}-^.�=�:. , :. . - , "P"=Gravity load,"+"sign is downwlt- Moments create higher soil pressure at+Z Sc. <s`>' - - '•?.> st< �t°°<': ''�;4;: €- „+" Shears push plate towards+Z edge Anchor Bolts i °`"'¢ Anchor Bolt or Rod Description 5/8" Max of Tension or Pullout Capacity k . Shear Capacity k Edge distance:bolt to plate 1.50 in x x Number of Bolts in each Row 2.0 Number of Bolt Rows 1.0 _ I 4 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@Engine ityDesign-com Printed:22 JUN 2018, 1:50PM Steel Base Plate Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typical Base Plate GOVERNING DESIGN LQAA CASE SOIV1MARY Mu:Max.Moment 1.960 k-in Plate Design Summary fb:Max.Bending Stress 20.066 ksi Design Method Allowable Strength Design Fb:Allowable: 21.557 ksi Governing Load Combinat +D+L+}l Fy I Omega Governing Load Case Typ.Axial Load Only Bending Stress Raft 0.931 Governing STRESS RAP( 0,9308 Bending Stress OK Design Plate Size 9"x 9"x 0-5f8 fu:Max.Plate Bearing Stress.... 0.580 ksi Pa:Axial Load.... 0.000 k Fp:Allowable: 1.350 ksi Ma:Moment 0.000 k-ft min(0.85*fc'sgrt(A2/A1),1.7*fc)*Omega Bearing Stress Ratic 0.426 Bearing Stress OK Load Comb. :O Only Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load 13.960 k Fp:Allowable 1.360 ksi Design Plate Height 9.000 in fa:Max.Bearing Pressure 0.172ksi Design Plate Width 9.000 in Stress Ratio 0.127 Will be different from entry if partial bearing used. Plate Bending StressE Al:Plate Area 81.000 inA2 Mmax=Fu*L^2/2 0.583 k-in A2:Support Area 144.000 inA2 fb:Actual 5.965 ksi sgrt(A21A1 ) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.277 Distance for Moment Calculatior "m" 2.600 in 2.600 in X 0.000 inA2 Lambda 0.000 n' 0.270 in n'*Lambda 0.000 in L=max(m,n,n") 2.600 in Load Comb.:+D+L+H Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load.... 46.960 k Fp:Allowable 1.360 ksi Design Plate Height 9.000 in fa:Max.Bearing Pressure 0.580ksi Design Plate Width 9.000 in Stress Ratio 0.426 Will be different from entry if partial bearing used. Plate Bending StressE Al :Plate Area 81.000 inA2 Mmax=Fu*L^2/2 1.960 k-in A2:Support Area 144.000 in^2 fb:Actual 20.066 ksi sgrt(A2/Al ) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.931 Distance for Moment Calculator "m" 2.600 in "n" 2.600 in X 0.000 inA2 Lambda 0.000 n' 1.100 in n'*Lambda 0.000 in L=max(m,n,n") 2.600 in Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:50PM Steel Base Plate Lic.ft:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typical Base Plate Load Comb.:+D+Lr+H Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load.... 13.960 k . Fp:Allowable 1.360 ksi Design Plate Height 9.000 in fa:Max.Bearing Pressure 0.172ksi Design Plate Width 9.000 in Stress,Ratio 0.127 Will be different from entry If partial bearing used Plate Bending Stressf Al :Plate Area 81.000 inA2 Mmax=Fu*LA2/2 0.583 k-in A2:Support Area 144.000 inA2 fb:Actual 5.965 ksi sqrt(A2/A1) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.277 Distance for Moment Calculator 2.600 in "n" 2.600 in X 0.000 inA2 Lambda 0.000 n' 0.270 in n'*Lambda 0.000 in L=max(m,n,n") 2.600 in Load Comb. :+D+S+H Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load.... 13.960 k Fp:Allowable 1.360 ksi Design Plate Height 9.000 in fa:Max.Bearing Pressure 0.172ksi Design Plate Width 9.000 in Stress Ratio 0.127 Will be different from entry if partial bearing used Plate Bending Stresse Al :Plate Area 81.000 inA2 Mmax=Fu'L^2/2 0.583 k-in A2:Support Area 144.000 inA2 fb:Actual 5.965 ksi sqrt(A2/A1) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.277 Distance for Moment Calculator "m" 2.600 in "n" 2.600 in X 0.000 inA2 Lambda 0.000 n' 0.270 in IV*Lambda 0.000 in L=max(m,n,n") 2.600 in Load Comb. :+0+0.750Lr+0 750L+H Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load.... 38.710 k Fp:Allowable 1.360 ksi Design Plate Height 9.000 in fa:Max.Bearing Pressure 0,478 ksi Design Plate Width 9.000 in Stress Ratio 0.351 Will be different from entry if partial bearing used. Plate Bending Stressf • Al :Plate Area 81.000 inA2 Mmax=Fu*LA2/2 1,615 k-in A2:Support Area 144.000 inA2 fb:Actual 16.541 ksi sgrt(A2/A1 ) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.767 Distance for Moment Calculator "m" 2.600 in 2.600 in X 0.000 inA2 Lambda 0,000 n' 0.870 in n'*Lambda 0.000 in L=max{m,n,n") 2.600 in Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:50PM Steel Base Plate Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typical Base Plate Load Comb. ;+D+0.750L+0.750S+H Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load.... 38.710 k Fp:Allowable 1.360 ksi Design Plate Height 9.000 in fa:Max.Bearing Pressure 0.478 ksi Design Plate Width 9.000 in Stress Ratio 0.351 Will be different from entry if partial bearing used. Plate Bending StressE Al :Plate Area 81.000 inA2 Mmax=Fu*LA2/2 1.615 k-in A2:Support Area 144.000 inA2 fb:Actual 16.541 ksi sort(A2/A1 ) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.767 Distance for Moment Calculatior "m" 2.600 in "n" 2.600 in X 0.000 inA2 Lambda 0.000 n' 0.870 in n'"Lambda 0.000 in L=max(m,n,n") 2.600 in Load Comb.:+D+W+H Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load.... 13.960 k Fp:Allowable 1.360 ksi Design Plate Height 9.000 in fa:Max.Bearing Pressure 0.172 ksi Design Plate Width 9.000 in Stress Ratio 0.127 • Will be different from entry if partial bearing used. Plate Bending StressE Al :Plate Area 81.000 inA2 Mmax=Fu"LA2/2 0.583 k-in A2:Support Area 144.000 inA2 fb:Actual 5.965 ksi sort(A2/A1 ) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.277 Distance for Moment Calculatior "m" 2.600 in "n" 2.600 in X 0.000 inA2 Lambda 0.000 n' 0.270 in n'*Lambda 0.000 in L=max(m,n,n") 2.600 In _ _ __ Load Comb. +D+0.70E+H _ - Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load.... 13.960 k Fp:Allowable 1.360 ksi Design Plate-Height 9.000 in fa:Max Bearing Pressure 0.172 ksi Design Plate Width.-._ 9.000 in Stress Ratio 0.127 Will be different from entry if partial bearing used. Plate Bending StressE Al:Plate Area 81.000 inA2 Mmax=Fu'L^2/2 0.583 k-in A2:Support Area 144.000 inA2 fb:Actual 5.965 ksi sqrt(A2/Al) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.277 Distance for Moment Calculatior 2.600 in "n" 2.600 in X 0.000 inA2 Lambda 0.000 n' 0.270 In n'`Lambda 0.000 in L=max(m,n,n") 2.600 in 4 Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:50PM Steel Base Plate Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typical Base Plate Load Comb.: +D+0.750Lr+0.750L+0.750W+H Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load.... 38.710 k Fp:Allowable 1.360 ksi Design Plate Height 9.000 in fa:Max.Bearing Pressure 0.478ksi Design Plate Width 9.000 in Stress Ratio 0.351 1Mrr be different from entry if partial bearing used. Plate Bending StressE Al :Plate Area 81.000 inA2 Mmax=Fu*LA2/2 1.615 k-in A2:Support Area 144.000 inA2 lb:Actual 16.541 ksi sort(A2/A1) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.767 Distance for Moment Calculatior "to" 2.600 in "n" 2.600 in X 0.000 inA2 Lambda 0.000 n' 0.870 in n'*Lambda 0.000 in L=max(m,n,n") 2.600 in Load Comb.: +D+0.750Lr+0,750L+0.5250E+H Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load.... 38.710 k Fp:Allowable 1.360 ksi Design Plate Height......... 9.000 in fa:Max.Bearing Pressure 0.478 ksi Design Plate Width 9.000 in Stress.Ratio 0.351 Will be different from entry if partial beating used. Plate Bending Stresse Al :Plate Area 81.000 inA2 Mmax=Fu*LA2/2 1.615 k-in A2:Support Area 144.000 inA2 fb:Actual 16.541 ksi sort(A2/A1 ) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.767 Distance for Moment Calculatior "m" 2.600 In "n" 2.600 in X 0.000 inA2 Lambda 0.000 • n' 0.870 in n'*Lambda 0.000 in L=max(m,n,n") 2.600 in Load Comb. :+D+0.750L+0.750S+0.750W+H Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load.... 38.710 k Fp:Allowable 1.360 ksi Design Plate Height 9.000 in fa:Max.Bearing Pressure 0.478ksi Design Plate Width 9.000 in Stress Ratio 0.351 Will be different from say if partial bearing used. Plate Bending StressE Al :Plate Area 81.000 inA2 Mmax=Fu*LA2/2 1.615 k-in A2:Support Area 144.000 inA2 lb:Actual 16.541 ksi sad(A21A1) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.767 Distance for Moment Calculatior "m" 2.600 In "n" 2.600 In X 0.000 inA2 Lambda 0.000 n' 0.870 in n'*Lambda , 0.000 in L=max(m,n,n") 2.600 in Z. Project Title: Enginuity Engineering&Design PLLC Engineer: 437 State Route 295 Project ID: Chatham,NY 12037 Project Descr: Info@EnginuityDesign.com Printed:22 JUN 2018, 1:50PM Steel Base Plate Lic.#:KW-06011363 Licensee:Enginuity Engineering&Design,KW-06011363 Description: Typical Base Plate Load Comb.:+D+0.750L+0.750S+0.5250E+H Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load..-. 38.710 k . Fp:Allowable 1.360 ksi Design Plate Height 9.000 in fa:Max.Bearing Pressure 0.478 ksi Design Plate Width 9.000 in Stress Ratio 0.351 Will be different from entry If partial bearing used. Plate Bending StressE Al :Plate Area 81.000 inA2 Mmax=Fu"LA2/2 1.615 k-in A2:Support Area 144.000 inn2 lb:Actual 16.541 ksi sgrt(A2/A1) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.767 Distance for Moment Calcuiatior "m" 2.600 in "n" 2.600 in X 0.000 in"2 Lambda 0.000 n' 0.870 in n"Lambda 0.000 in . L=max(m,n,n") 2.600 in Load Comb. :+0.60D+W+H Axial Load Only,No Moment Loading Bearing Stresses • Pa:Axial Load.... 8.376 k Fp:Allowable 1.360 ksi . Design Plate Height 9.000 in fa:Max.Bearing Pressure 0.103 ksi . Design Plate Width 9.000 in Stress Ratio 0.076 Will be different from entry if partial bearing used. Plate Bending StressE Al:Plate Area 81.000 in^2 Mmax=Fu*LA2/2 0.350 k-in A2:Support Area 144.000 in"2 fb:Actual 3.579 ksi sqrt(A2/A1) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.166 Distance for Moment Calculatior "m" 2.600 in "n" 2.600 in X 0.000 in"2 Lambda 0.000 n' 0,150 in n'*Lambda 0.000 in L=max(m,n,n") 2.600 in Load Comb. :+0.60D+.0.70E+H Axial Load Only,No Moment Loading Bearing Stresses Pa:Axial Load..._ 8.376 k Fp:Allowable 1.360 ksi Design Plate Height 9.000 in fa:Max.Bearing Pressure 0,103 ksi Design Plate Width......... 9.000 in Stress Ratio 0.076 Will be different from entry if partial bearing used Plate Bending StressE Al :Plate Area 81.000 in"2 Mmax=Fu'L"2/2 0.350 k-in A2:Support Area 144.000 in"2 fb:Actual 3.579 ksi sqrt(A2/A1 ) 1.333 Fb:Allowable 21.557 ksi Stress Ratio 0.166 Distance for Moment Calculatior "m I. 2.600 in • "n" 2.600 in X 0.000 in/2 Lambda 0.000 n' 0.150 in n"Lambda 0.000 in I=max(m,n,n") 2.600 in „��� h FIRE MARSHAL'S OFFICE ” Town of Queensbury ir i 742 Bay Road, Queensbury,NY 12804 Y ty 0004 4ipogi' ti;`c ,xx _; "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Mike O'Connor 75 Carey Road CC-0396-2018 FILE COPY 7/11/2018 Review is for mezzanine only The followingcomments are based on review of drawings: g • Provide exit/emergency lighting plan g Y g g • Provide fire extinguisher locations • Truss ID required on building • Provide information on travel distance requirement as indicated in Building Dept. review Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • F ax: 518-745-4437 firemarshal@queensbunj.net • www.queensbunj.net POIFNML MU RE ffi CDIRMCIOR To oww"/i'on. PRMOSO DIAlSMR smm Smwm AKA malum CON"Emo I RORmom PME Ra/Omax ERCLOm C".) now LRW mmm RRRL9Om mommal COWR To m W. A LEGEND �.wasooma R>K IOOMIR 4 - .• - - WIPER VW swamm UK Poomm LIRE !� ��• �/ . 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