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HomeMy WebLinkAbout17-1965 322 Addison Ave W Remodel Plans 17-1965 '. EHM Engineers, Inc. �348 Addison Ave W -- "ULDNO tNE FUTURE CN A FOJNOAUON OF EXCELLVl CC 621 North College Road,Suite 100 Twin Falls.Idaho 83301 208/734-4BBB FAX 208/734 6049 IOB NAME 61 L/A L-,0u JREHaI-L_ JOB NO. '17aL/ BY /-I IQ DATE SHEET �_ OF 19 57�UGZ�I�L �.�Cly WIND 1-04b 1115 MP4 �3 ,,scr_-1-2--le 51%- a s_G_3 ;2 Nr PKc59u2S ace. -M A- = ar 6J) 1 = ),/ poo--z 8 = 1d-? �F L :P _ /3. 9 ,-SF -Cos JP5F 5�rsMr L-.dAb Ili 7--/d 1 a.ly 8 517M cLA55 � ,gssv/y F U N U 5 Gs 5j,�,5 t 0,a a.33 cg =3.S 01ZD11�A�2y s7r- SD� -6_ra95 FkAN w �S�IS�IIG D�5/G� GA-7�G-42 y � -\,pNAt EH �GkBTEq�,�� ` �RYD. ENGINEERS/PLANNERS/SURVEYORS 4J3l2017 Design Maps Summary Report USGS Design Maps Summary Report User—Specified Input Report Title United Oil Addison Ave. West Non April 3,2017 17:16:29 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 42.563570N, 114.48594°W Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/II/III 4 SUCKER XLAT Buhl __ 1• —�`; - d. unlAlrpat BUT SRUTE TE Ea 'Twin Falls tI 1 y 'Kimberi� ! ti sosli Ftd Magic J Vallev Ronl r USGS-Provided Output SS = 0.209 g SMS = 0.335 g SIDS = 0.223 g sl = 0.080 g SM1 = 0.193 g Sol = 0.129 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRV building code reference document. MCFa Response Spectrum Deslr;t Response Spectrum az ate a�= azl as a In p n. ai5 e a o to In a I: a Ic ca) a!i am ao, aal, ao� am am am am a+a am ne: !aa l.�a I 1p r.aa 1.133 zm ao) ax, atn am aID !-» t r3 r w 1 W I W aa, Period.r(Sec) Period r(sec) Although this Information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge, https:llearthquake usgs.gov/cnl/designmaps/us/summary phpAemplaie=minimal&lalirude=42.56356714024818&longitude=-114.48593799849216&sileclass=3&. 11i EHNI Engineers, Inc. BI}RIIIN6INE fUfURE QN A FpUNpAf1ON OF Et CELIErME 621 North CoNege Road.S,.rte 133 Tvnn;a::;.Idaho 83301 208/734d888 FAX 208/734-6049 JOB NAME -.- JOB NO. �A-AC BY QATE -�✓`a7 SHEET , OF FRAMS WR 601-r-k MORS (bjlTt4 6601-ml � zb) iUSY'�1G !Mb A&AINS T I=MONr r�uA-r1oM ?dT,dL= D olot��35 f�dR�7 �IS�IG N-s A�r��47/GI+I `6,7501.t3s GGt�F oV -r t3�ANJ W = o (3 .f�7�lYs�q�$ 7� _35/.5,51S5 767,4L = .571000,48s 6E15N6V B.O(4y (.57)000)C6•'� / a,55� 1.T35 �,�S.D� (LUIND GGNZA7GS� k10 $.51 M '& � M=la•ysk-R p.�st .S { I•s � I.s r o.75' G, cr li l� ENIG VEERS 'PLANNERS SJRVMFIS ngineers, Inc. 1-mu-E CH A F W 110YI71CN OF EXCELLENCE 621 North College Road Suite 100 Twin Falls Idaho 83301 208/7344888 FAX 208/734-6049 JOB NAME JOB N0. Jq7i�ISO BY DATE SHEET 3 OF 3�- tt � Gv8X31 146ttIZ = 3 Id�� /o� � t3�. 6 (a9,KIP) Ito Coo $CAM le�Noa /pro lO,yeG GOpIG. MR DN RooF cotv,= 0.671(ys)778 f 13(5) f 33 + ts( a) 7-07AI. = I (p 3 Lt' yy 1,4--FT' N = o.07;6,1 (t,aro3)(j)j-4- w75(10 qo)6 o LuKiD U51�- W10X33 30,YH7' 6,375 arm ENGINEERS'PLANNERS SURVEYORS EHM Engineers, Inc. pVRANO THE FUi11RE 9f1 A FCIIlH WMr10F EXCELLENCE 621 North College Road,Suite 100 Twin Fells.Idaho 83301 208/734-4888 FAX 208/734.6049 JOB NAME --- -- JOB NO. _ �ZZ&--/& _ BY DATE 7 SHEET OF GG�UMNS !O�Wo (1_Js,+ 1•lG(l,a�3�1J = a7awa �,,Ds LIND 119Keg kL -/s' 6-R,u MAGI ` 7(o 0.CF � _ �o I<-r--7 la• s a�.a a G,k. (09 /t FIZA"ir—E 6WAY A ccsNTlaocS G pf = j !J 861-T /?,13k 7D74L y.7`8?- ,PCZ ,Gd.erc w �L?S 94 .Ts Pr R. BAN T I3.Sk-y H.75 1,•�� = �1F7 8 (a)(ls-.ash a - '98 4, F�rAM �.J4NG-C- �f = ��a�' = a.f�37S � G -�/� 4-�•_ �y UJ�cbs Et.GINE-ERS PLANNERS SURVEYORS ' Imuml-:AZOAMNeers, Inc. OF EA-EttErvCE 621 North College Road Suite 100 Tmnn Fats Idaho 83301 208/7344BBS FAX 208/734.604g JOB NAME JOB NO. M -/67 BY DATEy/7 - SHEET S OF 4---A5-r QJAU- 1y61lIZEN7- T�i4c"iF— �l�D /a(p3 l7.3)' VSr um xq5 M ,.= /,3.s'( . �� la3 k-F7 >- g�,a k-FT GR.so ef-K- f G©1t-ui' N US = C,ta 8 x3/ 5iE�C C`r t5Z- MAMIE C4LI-5 5yT y 7a P N1 �?e{ (n.38 798 a -i h ��= �77• 4,Y7 i)br--,. a � ENGINEERS PLANNERS SURVEYORS EHM Engineers, Inc. �BUApri01NE FUTIIaE ON fOUNpa�N of EXCELLeNCE 621 North College Road,Suite 100 Twn Falls,Idaho B3301 208/734-4B88 FAX 208/734-6049 JOB NAME JOB NO. ''76 l (,o BY DATE /'/—7� SHEET OF w 3 UD rY, !0X 3 q TqR cullo xys 4 s rc. ?1A 14 r/ax3�/yx S%f�STI R95VEP5 / MT14 stnr'S OFCM13 I I I ! S-4Y/ A3aG 7NR O 06 5 W ITM N U7'5 �- J, LUA6007-S. Rle,). W— Tc-NStoNIN(r A1►11--) INSFricrC6 w$�r ULUMN R� 601,UNly ENG.NEERS PLANNERS SURVEYORS Engineers, Inc. II-M rVRE p1 AFpyNpAilpN OF ErtELLEMLE 621 North College Road,Suite 100 Twin Falls.Idaho 83301 208/734-4888 FAX 208/734 5049 JOB NAME JOB N0. "-/7 619 BY DATE _ �" r �f� SHEET 7 OF F6UNDATIO N 6 PrZA m rZ.5 NTC-R,16 TZ-- F)z4H F-- RC A67/6/q ' a � 1733' -_f 46.(o7 17,33 t jt�,17k 13"j< AS-Oe, ' M r— �NT("�21dTZ . �Ar�s v FTC V o -,v lNfi�ea� Pd57` )464-yidN Cur?N- N�T�fz- RCt�1e r N szC-11 WAU, M 2 U157m1 Z3emed r4Zf. 1 - - C-C�D XISZ/n/G LUl D77> ,�$� = /a FIJI170 0 3�X 3/k/D i y-#Al r-..A-CU14V ENGINEERS/PLANNERS/SURVEYORS r::As7 UJALL- -BEAM -10.4 -10.4 -� tl4a aaa vavvavvaa avv asa aaaasa vaavaa vaaaaaaaaaa===a===a======a==__=as=== win Beam By LAST TIME 04/06/17 15:57;59 Page: 1 aaaaaa aaaaaaa:aaaaaaaaaasaaaaaa:aaaaaaaaaaaaaeeaaaaaaaaaae=n=e=aaa=as a.a....aa.•r..a•.a.•aa.a.♦..••...... • SUMMARY OF THE INPUT INFORMATION ar...ra.rar..r.rr..raa..arrra.r..•a. TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION • Types and the locations of the supports in Feet Hinged support at Xa 0.000 Hinged support at X= 17.330 Hinged support at X= 26.000 Hinged support at X= 43.330 • Total number of different materials 1 From X- 0.001 to X- 43.33C E= 29000.000 ksi • Total number of different sections 1 From X= 0.000 to X= 43.330 IX- 24B.000 Inch••4 • Note: loading acting directly at support will be ignored. • Total number of concentrated loads 3 Unit Kip Feet At X= 7.000 load P- -10.900 Momenta 0.000 At X= 19.000 load P- -10.400 Momenta 0.000 At Xa 31.000 load P- -10.400 Moment= 0.000 • Total number of distributed loads 1 Unit lb/ft At Xa 0.000 W1= -1263.000 At X- 43.330 W2a -1263.000 •a.a..a•....a..•.a..aa..•• • SUMMARY OF THE RESULTS a a•aaaa.aa.aa.aaa.aaa a.aea LENGTH UNIT Feet ; FORCE UNIT : Rip a savaaavaaaanaaaaavaavaavaaaaaaaaaaaaaaaaa=aaaaaaaaaaasaaaaaaaaaaaana I WinBeam By CAST TIME : 04/06/17 15:57:54 Page: 2 1 =a===a====aa=aa==aassasasattssevssaasvasssvvssysssccavaysvenaaanax=acv: • MAXIMUM VALUES • Max. displacement is 0.30622 at X= 21.665 • Min. displacement is -0.03185 at X= 7.000 • Max. shear force is 16.12291 at X- 17.330 • Min. shear force is -21.27732 at X- 26.0C3 • Max. moment is 68.21063 at X= 7.000 • Min. moment is -51.61236 at X= 17.330 • TOTAL APPLIED LOADS • Total applied concentrated load: -31.200 Kip • Total applied concentrated moment: 0.000 ]lip Feet • Total applied distributed load: -54.726 Kip • SUPPORT REACTIONS • Reaction at X- 0.000 Force= 14.165 Moment- 0.000 • Reaction at X- 17.330 Force= 32.083 Moment- 0.000 • Reaction at X- 26.000 Force- 28.667 Moment- 0.000 • Reaction at X- 43.330 Force- 11.010 Moment- 0.000 •++.aaa+aa+++a.a++•++aa+++•+ • DETAILS OF THE ANALYSIS • DISPLACEMENT AT OUTPUT POINTS At X= 0.000 Displacement= 0.00000 At X- 4.332 Displacement- -0.02471 At X- 7.000 Displacement- -0.03185 At X= 8.665 Displacement= -0.03171 At X= 10.833 Displacement= -0.02684 At X- 12.997 Displacement= -0.01831 At X- 17.330 Displacement- 0.00000 At X= 19.000 Displacement- 0.00384 At X= 19.497 Displacement- 0.00460 At X- 21.665 Displacement= 0.00622 At x- 23.032 Displacement- 0.00491 At X- 26.000 Displacement- 0.00000 At X= 30.333 Displacement= -0.01830 At X= 31.000 Displacement= -0.02003 --aaae-aaaaaaaaa-av--a-v--------a--.=L==L=====aa====a a--------------- I WinBeam By CAST TIME 04/06/17 15:57:54 Page: 3 --_-__===--is-----------a---aaa-a---a..=====--v---------=L=L=-=-----a At X- 32.498 Displacement= -0.02522 At Xa 34.665 Displacement= -0.02796 At Xa 38.998 Displacement= -0.02035 At X- 43.330 Displacement- 0.00000 * SHEAR FORCES : Coordinate Shear (LT side) Shear (RT side) X. 0.0000 -14.1649 X. 4.3325 -8.6929 -8.6929 X- 7.0000 -5.3239 5.0761 X= 8.6650 7.1790 7.1790 X- 10.8325 9.9166 9.9166 X- 12.9975 12.6510 12.6510 Xa 17.3300 18.1229 -13.9602 X. 19.0000 -11.8510 -1.4510 X. 19.4975 -0.8227 -0.8227 X. 21.6650 1.9149 1.9149 X. 23.8325 4.6524 4.6524 X- 26.0000 7.3900 -21.2713 X- 30.3325 -15.8054 -15.8054 X= 31.0000 -14.9623 -4.5623 X= 32.4975 -2.6710 -2.6710 X= 34.6650 0.0666 0.0666 X. 38.9975 5.5385 5.5385 X. 43.3300 11.0105 MOMENTS : Coordinate Moment (LT side) Moment (RT side) Xa 0.0000 0.0000 X- 4.3325 49.5157 49.5157 X. 7.0000 68.2106 68.2106 X. 8.6650 58.0082 58.0082 X- 10.8325 39.4609 39.4809 Xa 12.9975 15.0515 15.0515 X. 17.3300 -51.6124 -51.6124 X. 19.0000 -30.0600 -30.060C X. 19.4975 -29.4944 -29.4944 X. 21.6650 -30.6781 -30.6781 X. 23.8325 -37.7954 -37.7954 X. 26.0000 -50.8464 -50.8464 X= 30.3325 29.4840 29.4B40 aasasssasaa ass ssa assasasaaa4RRRR assaC ICI II-----------a---------a------- WinBeam By CAST TIME : 04/06/17 15:57:54 Page: 4 IIII OII..... --a-a-a-Raa.. m onaa a.Raaa....03 X. 31.0000 39.7527 39.7527 X. 32.4975 45.1687 45.1687 X. 34.6650 47.9912 47.9912 X- 38.9975 35.8492 35.8492 X. 43.3300 0.0000 Engineers, Inc. Immi tVNFE ON AFOtMW=iCNOF ExCELLENCE 621 North College Road,Surte 100 Timm Fells Idaho 83301 208/734-4888 FAX 208/734 6049 JOB NAME JOB NO. Y'7C0 l<a BY DATE 41-7—I 7 SHEET OF 60011t �M-.Zuj.4u. agAty rND 4;L�szs ;too) 3,-6 (JSL� 3i��o_ e- v0 C /a0,D k .aI(,,''wac.�� :pAcL _ za 8 k 6ta /4r=w-7-1� } 3.8k ENGINEERS PLANNERS SURVEYORS , Inc.EHrgiWnerOs EXCELLENCE 621 North College Road.Suite 100 Twin Fells Idaho 83301 208/734.4888 FAX 20B/734-6049 JOB NAME JOB NO. 417&-1& BY DATE A/-7-/7 SHEET OF FRONT SUU zl� W Au) 7 GUIIUJ zalyT A- V = a1 (lo 8_at;;2.3� = a,PO-6413s V S 9la S boa y !A`L= 3,L-1 WeZ= 5i MSON NDUa T�� 307s4 6. S�$���4NG�'2 �3aLT5 � SlI�P-�� g7f�XY 'V ILL Y Sao (�(� �Q = 3.75 G 0 NC . Q UAU7YY? ENGINEERS!PLANNERS/SURVEYORS Simpson Strong-Ve!""Anchorin &Fastening System f6i Concrete and Masonry AT Design Information - Concrete AT Allowable Shear Loads for Rebar Dowels to Normal-Weight Concrete �I r.., r.r •r r DrillSize Embed r •,l •r r 1 ar n SteeI.StrtJnglh 1 . ' ' U. 1 1 Gra0a .1 Rebar • r r 31/2 8,294 515 2,075 CO #3 ,. (891 6 51/4 '36 91 f2 3) (9 2) 1A80 O0 i9 5) 2 41/2 om 0331 - - 2,075 17 5) (114) ;9 2! (� 41/4 11,012 383 2,755 #4 ya (108) 8 63ra (49.0) (1.7) (12 3; 3,060 Q (12 7) 71/2 (203) (162) _ _ 2,755 (13.6) 1v (191) (12 3 > 51/2 15,758 1,154 3,940 #5 3a (1401 10 81/4 170.1► (51) fll5 4,740 (15 91 93/e (254) (210; - - 3,940 (21 ') (238) ('7 5 6% 23,314 1,494 5,830 #6 Q (171) 12 101/a (103.7) (6.6) (259) 6,730(19.1) 7/2 1 i 1/4 (305) (257) - - 5,830 (29 9) (285) (25.9) 73/4 32,662 S,588 81165 #7 (197) 14 11% (145.3: (24.9) (363) 9,180 ;22.2> 1 131/e (356) (295) _ 8,165 (40 8' (333) - (36.3.1 9 1 33,428 2,319 8,360 #8 11/g (229) 16 13'A (148.7) (10.3) (37 21 12,085 (25.4) 15 (406) (343) 8,360 (53.8) (381) - - (37.2) 1 Allowable load must be the lesser of the load based on concrete edge distance or steel strength 2 The al!ovrable loads based on concrete edge distance are based on a safety factor of 4.0 3 Refer to allowable load•adlustment factors for spacing and edge distance on pages 98 and 100 4 Refer to in service temperature senstmity chart for a!tov,able bad adjustment for temperature 5 Anchors are permitted to be used within fire-resistive construction,provided the anchors resist vend or seismic loads only For use in fire-resistive construction.the anchors can also be permitted to be used to resist gravity loads,provided special consideral on has been given to fire-exposure conditions AT Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete Stemwall C1D C r, lerlslb ad Based on T6nsi-_n Load Based off t , 1INN Irr r 1 1 r r 1: 6 • r r • 1 r EOpe t•1. 3e 11, 10 6 13/4 5 12,913 3,230 5,875 (15 9) (254 0) (152.4) (44 5) (127 0) (57 4) (26 1) iSL 1/615 8 13/4 5 21,838 5,460 11,500 4"•/ .. , ' (22,2) 1 (381,0) (203 2) (44.5) (127.0) (97.1) (24.3) (51 2) 5 't 1 Allovrable oad must be the lesser of the bond or steel strength �_ :;• •t 1:�;. 2 The allowable loads listed under aliov.-able bond are based on a safety factor of 4.0. 3 Refer to in-service temperature sensitivity chart for d ovable load ad,ushneiht f r temperature 4 Anchors are permitted to be used within fire resistive construction,provided the anchors resist vend or seismic e o 'gads only For use in Ne•resist,ve construction the anchors can also be penli:l"d to be used to resist gravity loads pro.idid special consideration has been given to firo exposure conditions. ;• . ° Edge and end clskrol,ces for IlNeaded rod to concrete lotuldatron slemwall corner installation See paga 12 lot an e,planalion of the toad table[cans 92 Simpson • _ ••♦ • r Connectors HDU/DTT ' Holdowns (cont,) j} T 'tic's are ilor ° 1(i-liorlat C ,1[ 0,CC'10't Cor mere infornlatton Seep 18 j Dimensions Fasteners Minimum Allowable Tension Loads Model (in.) Wood (150) Code jGa. Anchor Member Deflection at Ref. I flo. Post Thickness N W H B SO Bolt Dia. Fasteners DF1SP SPFJHF Allowable Load to y (in) (in,) (in.) C H 1 (6)SD 1!9 840 840 0170 3 C p O ® OTT1Z } 14 1'2 71,i 1?;e ?; +c 1 %i 1 (6)lodx1 1 1'h 910 640 0.167 Fi yl l C i (8)10d x I'.Y 910 851 I 0.167 = (8)1/+"x 1'h"SOS 11h 1,825 1,800 0105 Q 4 DTT2Z 14 31/+ 61Y1e 14h '1te T'ie 4'1 {8)'h"x 1'h"5D5 3 2,145 1,835 0.12E r;,p �• DTT2Z•SDS2.5 (0)1/+"x 21h"SOS 3 2,145 2,105 0.128 . HDU2•SDS2.5 14 3 18'14e 3!'+ 1 15"e '?i :+ (G)14"x 21h"SOS 3 3.075 I 2,215 0.088 - HDU4-SDS2.5 ( 14 3 1011ie 131,14 11,e i 0i "i I (10)1/+"x 21V SOS ' 3 4,565 l 3 285 0.114 m HDU5•SOS2.5 14 3 133Se 3'.'+ 14b 1?e 'i (14)IA"x 21,4"SOS 3 5.645 4 065 0,115 L116 FL . 3 6,765 4.870 0,110 E) HpUB•SDS2.5 10 3 163A 31h 1h 11h 7/e (20)1/+"x 21h"SOS 31h 6,970 5,020 0AI6 4'h 7,870 5,665 0.113 6 865 0137 HDUiI•SDS2.5 10 i 3 221,1: 3!4 Ili 3'; 1331!'•"x2'/h"SOS i 1 71.4 11,175 8 045 1 0137 Ax6'` 10,770 7,755 0.122 170 HOU14-SDS2.5 7 3 25"tie 3'h le/ie IRAs 1 (36)1/+"x 21h"SOS 7Y+t 14,390 10,435 0,177 IG, 5'h77 14,445 10,350 0 172 L8,FL 1.See pp.75-76 for Holdor+n and Tension Tie General Notes 2 Noted HDU14 allowable loads are based on a 51 V wide post(6)(6 min) ) 3 HDUIs requires heavy-hex anchor nut to achieve tabulated loads(supplied vnih holdown). 4.Loads are applicable to installation on either narrow cr wide face of post Vertical ►I wood member thickness o +—Studs/post Threaded ;i rod Floor ' joist 2.2x blocking e Typical HDU Tie Between Floors 79 1- EHM Engineers, Inc. B{rLOiNO THE FtliURE ON FOVNOATION OF UCELLINCE 621 North College Rood,Suite 100 Twin Fels.Idsho 83301 208/734C68B FAX 20B 734-6049 JOB NAME JOB NO. BY DATE "-1 SHEET 0 OF 13 rZ A41 -Cd G a NdW M PPPTrZ WALL 601VIV9--7 ON 6 4 0 1,5-s .a l3 S PGA 1413.33 Tlm �Y �3/� VA asa 155A_ �G M v) L ��$ 11�J(r_ VAS y - CGU/�IG — M t N. N 6-_ rve zo 3/��'PGA5'Z4�e- GO U/„IL Gd LVG. VAw= -AU. - /j 075-1Z w/0 xys 6 1v1�R+S 4 I_a k-rr 60CIP. KANW- G, = ra3 ►a _ f�r'7-lad v�°la or re.Arrcrr-- - �l .w1V w a.�S ti = 734s xBs p o_G, c-DGr--_ D15T - Nz.ol'_n-a-To 1564r TRY VO/'lP 144.7,E 7W-rMt- X V""UJ/DM Al -GD ALL- ENGINEERS/PLANNERS/SURVEYORS EHM Engineers, Inc. 1� aNt0itK3IMEFI7TLRE 0Haf0Ln4lAnOn OF ExCELLENCE 621 North College Road Suite 100 Twin Falls deho 8330'1 208/734-4888 FAX 208/734-6049 JOB NAME JOB NO. BY DATE SHEET �� OF P1 A57r:Z CoUt9Z R�NK�vr 1N�r":R162szr�- gy ��'1.h-ta axA wary S V rz Lr-YY) sN Merxe- -� �f/9- A�.�#zNATI .514,1?S,T�•}IGkN��S As RC( ?tic� A.R.", RU- 6A-P AUD (1-5w f� Fot�slh aN TfT(�NT 3 $yX5�n5�T�IW Nu�02 MAx sPAQ IUCr bL-7[vWLA) 3 GOtAMt-Tr-5 G©N7A 7 WITH I/ �!a" TA-Ck 'Z'4 BTAM FAWN E w/0xa3 02 u BFaM 70 60&t0z-7rz W,4t.Z OMAC76N -T-oC-MIL r Ii� 1� SO ALT�wv;E 77 /6 V L3"Mw ENG:NFERS/PLANNERS/SURVEYORS EHM Engineers, Inc. �W n.om,THE 1111U1iE Cn 621 North College Road Suite 100 Twnn Falls Idaho B3301 20B/734-4888 FAX 20B 734 6048 JOB NAME JOB NO. BY DATE SHEET I OF CU$)'131 G01.uNN WfTI� #3& 4 NC1+02 �o�-rs U9rr N Uxs /AND w�s1+r=KS tv/rl4f u sTirzt co' l 7 BV077a H 4a �� �yG61Y7 STtRRUPs�GdRNCPS T�r�v 6 s--#S t"A 14 biAY gee"Itz"6--r14 PAD r-60TINCT. DG7AlL "14 fNGINLERS/PLANNERS/SURVEYORS EHM Engineers, Inc. MAlD�H6 7NE FUTURE CN AFW NOATgN OF EXCELLENCE 621 North Cortege Road.Suite 100 Than Fan5.Idaho 83301 208/734ABBS FAX 20B/734-6049 JOB NAME JOB NO. BY DATE - ' SHEET DF G ANT '/ �If Al a`�'�!`lAk s al Cr EMU- A kb r M6CD /0 INTO % sm:txvABC.Uv!TN-6tnpzN a' -SET�Xy 0zrcQv4l. Ntaw M-6 F* ENGINEERS/PLANNERS/SURVEYORS I I Engineers, Inc. I-En' FUTURE CnzF0t040AiiG40F EXCELLENCE 621 North College Road,Su 100 n Falls danc 83+07 2.J8 714-4886 FAX 2Ci6 734-6049 JOB NAME JOB NO. BY DATE S ET _ �� Of tAp 'q PLY Ro ��s L�sZS� RIM 1304tzb A U-b f 0lzo axe szc�s �l(,4 45 t�la�t5 �C� `o-G_ Pmc-:L GMES' 514L MA-17-c 5/s�rXro�A•rr�c.7s l a'�o�. �rt�c� ax(a �,SW, p 4rr r6P MID!}T \4 � D�TTan I z �90N A-Vo IV DEr�-I . T 3 lak' ENGINEERS/PLANNERS/SURVEYORS eers, Inc.EMEgiGn W1.:;N GC FJXCELL:NC2 621 North College Road.Suite 100 Twm malls Idaho B3301 208/734.4BBB FAX 208/734 6049 JOB NAME JOB NO. A-1 76P`1 BY DATE _ y-17-17 SHEET OF r-tmN 6Ag0py R0-P C° ySa o IZ rib RO,as W IT# 3'eAJV or 6 4A 0,ay as P5r- MOW Y- /0 P57= D.),. OF 64NCPY '3 " /6 ZY& Aas (Z-6-IrftL's-) Wpm JD EE�Sftd 14 A•Tt/G S p,,4 c.r GOO(Ia 0 Sx 0,&00 !� 17a8 •4soC�a� T _ Ha (agWO3) $•7a DEERS/PLANNERS/SURVEYORS , Inc. lmnutese-r-sl EACEu.ENCE 621 North College Rood Sume 100 Twin Fol•s,Idaho 83301 208/734-4B8B FAX 208/734-6049 JOB NAME JOB NO. 1/76 l67 BY DATE g-/g`/7 SHEET OF F447' 6,4NOFY qwr) 146RJzON7A4 _ r-dRC,� = (0oo 4� Plzo/YTr4L nRGC = 3�a�(1� 35 = Co04eS/FT Or- WA.._ IprNt) 7=d kr-l=- ON WAIF L (. Ml L ZOa �/ - a3 (r�(r� = a3 5� N a2 duT� ll5wN is jy-tsr- i5,sD to 91(11-D = la,fo P A F e criwNlr h1A1 r:-- /DV IL jMkJz. Fr--K ROb F = je6 6 �1 = a, 4zss m0A��. C 1 yS'O sTRU?- a N 61,bE or- ` rlms - - 7;D7A4- G. -,,Y� ?,a,3a L1 a� = 31/S 7 4SS co 11'. 35( (60X D�crSGE�-?a_X! /a .X_/(act,.-- ai.c.L'14-�5(a�- �13.5 -ih 1 1-IF to W-F �MO 5I 50 r-OU1.47r,:kA1. = 7.79 i I r r�, i ENGINEERS PLANNERS Si_RVEYORS Engineers, Inc. I-Imm E FUTURE f1N A Fp{JNOAi1LN Of EXCELLENCE 621 North College Road,Suite 100 Tvnn Falls.Idaho 83301 208/734A8B8 FAX 208/734-6049 JOB NAME JOB NO. jy 7 `/ BY DATE SHEET 1 7 OF r-6A-r 641+ opy Trz4iq..sur�Zr ruNG- Sk�w L (,Cl �5f� = 30 P,SF 77AL 3 v - aasPcr- 3f/a��x I��s`x �g5a 350510a- �3 MALL 2.0 -ih > 3a�s(ia� = 3F�ly&-ih VhU1 � (c51}3tss),$s G- - s ps�� / 7dTi4L "A-b - 73F5r- a, k_ 60 PjP r--551a 1) 6-71Z+J7S (-0--RdDS co cfip. - Ca"a L3 P a,SLv /�sZ } loom Au. r32A�11�1(r . ENGINEERS/PLANNERS/SURVEYORS EHNI Engineers, Inc. 6UE.(71W THE CIJTIJRF(7N�FOUNWf tON aF EnCELtENCE 621 North College Road,Sume 100 Tenn Falls.Idaho B3301 208/7344888 FAX 208/734-6049 JOB NAME JOB NO. 0 G BY DATE SHEET _ a/ p OF a �PZ� CY fia � � aQ Z `*6 L1L� Q1 0 , ~v e E s 4 VII, �ZL' 41/ r 1� "D CU fzf) -S �a - Q) (%)3 ENGINEERS PLANNERS SURVEYORS Engineers, Inc. I- m fllRE ON A FOIlNOATiCN OF EXCELLENCE 621 Noah College Road.Suite 100 Twin Fells,Idaho B3301 208/734ABBS FAX 208/734.6049 JOB NAME JOB NO. 7 -1 BY DATE SHEET 19— of Z,ION a /�IeSC-L�/�11G- C�`!U WALL �GD WIMP a(l (C-) — /'0 -8 s ro — %y X a%y TITr 4 HAsZNty sc.matus 6 3'1'sP.9L�1�J G- VN,L_ Ca �aso� = l, 57-001.3s /, a�7�= ENGINEERS PLANNERS SURVEYORS EHnI Engineers, Inc. �l1TUAE ON•�Otx+WfICN O�EXCEUENCE 621 North College Road.Suite 100 Tw n Fats.Idaho 83301 208/734.4888 FAX 208/734.6049 JOB NAME JOB NO. 7&-/& BY_ DATE -17 SHEET a OF Vr m r-Y ix(ST! q(r l-Nc.NO2AGr Igs7ALL-si MFSoN T)7I4,1 mAsoaerty SGR�U15 T!'Na.S3J�1'�Cu17t} �/y!� WOOL> TOP Y.A'f<(OfX7i1P4ATr-- rL ES � r I , ; si"PSON TPTrtJ tiAsokr& SG�rl,t1S 3`17.1o75a1H - -- ---. — `!x ' ,SMA-r �u�Tls //0�0"f '0 i ENGINEERS PLANNERS SURVEYORS -.qz'` EHNI Engineers, Inc. BIXlLtN6 TN£MURE CN FOUliCATICN Of EXCELLENCE 621 North College Road Suite 100 Twin Fat s Idaho 63301 208/734.4888 FAX 208/734-6049 JOB NAME JOB NO. y 70-64' BY DATE SHEET OF 0x157/N(r `Tt?,,U55 70 P GIfO P„-I> " k 7!/P, 47,55 a`l�(vxti)(-781,LH 2w -4 i I -� j � 3yX3X/0 a Pt.,Ar*'E ROD w!'Tt-I DWRZ HUTS AWNWG-NAN&v�e rC6bS AAD NIEX MLS%j la&-T TWw c 4u— A7 0 Z4!„1Z LG GA- d nC5. X1571y.G Tzj. S ND Cwma Hrtmar' kS A Mt-p U r-et Pr' �y 3"MrN 0 I I b I S Alt~ y�� �9 co v v y 4 /y 7" KNIFE FUME ��lGKld 55 Tp 11 &-AP ENGINEERS/PLANNERS/SURVEYORS EHNI Engineers, Inc. BlAGuO THE F0TUNE ON��IXM0AT-104 Et-ELLENCE 521 North Cotiege Rood Suite 100 Tma F&Is.Idaho 83301 208/734ABBB FAX 206/734.6049 JOB NAME JOB NO. BY DATE 5-1 - 7 SHEET a OF a� L 5�� `mp W1714 SIHMON 7171Bt4 _AU1 WN sc Rt5�LS gNG�d2 A a -41 !Ci s j s t N � r:�5 5��r bj4U- 6CRNZI �H 1121"X 7r'w6 ""m ww rt-/. 5&kCUs7'TN6k5a/yH -GPAcC-D !% A6 5ftw IJ. Of Gy 6GA4r--( 4=/.!O rr �y ENGINEERS%PLANNERS;'SURVEYORS Engineers, Inc. EuaDn+6 THE futuRE ON AFC1UNpAT1CN OF E+LFLLENCE 621 North College Road,Suite 100 Tw,n Falls.Idaho 91101 208,734-4889 SAX KB B 7346049 JOB NAME J013 NO, q -/� BY DATE G-5-/] SHEET 13 OF MAST'WAl-(WOOD (ANOPV RD.D 7= -0yao 4-8-5- 6 - T _ AGO LAS (Z&DLiss 1 t36cklu(T VAL.— 5/0�f.�� = 5$ ]l s V G�Np�y RGAC.T/6N (Vrc2T) Gs (,UAL(. CSf/0) 660 r a-L (c! (l• J16 3 4aS a4, v'1, l��-fr BGL-r.5 l NTd //xy 104ockl�U6-(g* V - a qa a /S C7 G - 66074as�>3�f3Las ,54 a- '/Y"X 311Sszs U - B AEU— UJ�Ob T�; �Z.TS Ta 7`CFor C,U I3ZAlj !P &'56U M I-m 3 4-F p15 T- OF a67-CVjj � //QFL.T = 3/a l&'�1,Ur,-i.D STUDS VNI= 38o ups . _ Td 6kzA!JJ V 5r: l�ii,)C a l evc-z D 5 57A&Crrz-ft ) Sl� hl 5�.5 '���X3��xIZ�._CcJs -TL ENGINEERS PLANNERS SL RVEYORS EHNI Engineers, Inc. EItLdN6 THE�UTUpf ON A agUNOATgn ai EaCELLENCE 621 North College Road,Suite 100 Tun Fells.Idaho 133301 208/734A888 FAX 208/734�6049 JOB NAME JOB NO. —1 BY DATE SHEET _ OF _i 7 Gtf14LL 1:06771V 6f IF wau, Awl IVIN6 gj� cwrc /o f 4w WIN 0 d mew = yas, lot 101 it, 7-33' 1-6,01 17,33/ USr �fvvae y'x ylX 10 1=TGs. y- E,A-why vl'o6 xz. PA�s ;X0,l Ama ENGINEERS;'PLANNERS/SURVEYORS (ALL J,r-,CI4UrZ -10400 -10400 -10400 a Eaa EEaaaaaaaasaEa p Ea.E:aa::a Ea...... Ea papapaaaaaaaaaa==pa.aaCC I 'rlinBeam By CAST TIME : 05/22/17 15:09:56 Page: 1 I w+►.a•aaa+r•rr.ar.r+.aaar•rrar+rra•a SUMMARY OF THE INPUT INFORMATION rrrw♦•aawra•rwawwa►awawawraaaaararr♦ TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION • Types and the locations of the supports in Feet Hinged support at X- 0.000 Hinged support at X- 17.330 Hinged support at X- 26.000 Hinged support at X= 43.330 • Total number of different materials 1 From X- 0.000 to X- 43.330 E- 29000.000 ksi • Total number of different sections 1 From X- 0.000 to X= 43.330 IX- 248.000 Inch**4 . Note: loading acting directly at support will be ignored. • Total number of concentrated loads 3 Unit Lb Feet At X- 7.000 load P- -10400.000 Moment- 0.000 At X- 19.000 load P- -10400.000 Moment• 0.000 At X- 31.000 load P- -10400.003 Moment- 0.000 • Total number of distributed loads 1 Unit lb/ft At X= 0.000 W1- -450.003 At X- 43.330 W2- -450.000 .+ar+++..aa+r.a+•,....faf. SUMMARY OF THE RESULTS •r..aa.a.....ra•r.a.aaawrr " LENGTH UNIT Feet ; FORCE UNIT : Kip .......a............a.........a..aaaaaaaaaaaaaannaaaa��z=.e=��nn...... I WinBeam By CAST TIME : 05/22/17 15:09:56 Page: 2 I .=...=....a____ ........................ • MAXIMUM VALUES Max. displacement is 0.00373 at Xa 21.665 • Min. displacement is -0.02022 at X- 7.000 • Max. shear force is 9.94615 at X- 17.330 Min. shear force is -13.10057 at X- 26.000 Max. moment is 46.74142 at X= 7.000 • Min. moment is -31.99285 at X= 17.330 • TOTAL APPLIED LOADS • Total applied concentrated load: -31.200 Kip • Total applied concentrated moment: 0.000 Kip Feet • Total applied distributed load: -19.498 Kip • SUPPORT REACTIONS • Reaction at X- 0.000 Force= 8.252 Moment- 0.000 • Reaction at X- 17.330 Force- 20.382 Moment- 0.000 • Reaction at X- 26.000 Force- 16.966 Moment- 0.000 • Reaction at X- 43.330 Force= 5.098 Moment- 0.000 ............................ ' DETAILS OF THE ANALYSIS ' ' DISPLACEMENT AT OUTPUT POINTS At X= 0.000 Displacement- 0.00000 At X= 4.332 Displacement- -0.01570 At X= 7.000 Displacement= -0.02022 At X- 8.665 Displacement- -0.01997 At X- 10.833 Displacement- -0.01663 At X= 12.997 Displacement- -0.01114 At X= 17.330 Displacement= 0.00000 At X- 19.000 Displacement= 0.00223 At X- 19.497 Displacement- 0.00269 At X- 21.665 Displacement- 0.00373 At X= 23.832 Displacement= 0.00300 At X= 26.000 Displacement- 0.00000 At X- 30.333 Displacement- -0.01113 At X- 31.000 Displacement- -0.01261 a =zcssaaazzasszssa-scsssssssssccc=c==t--_�vvab-----------v-vv========c WinHeam By CAST TIME : 05/22/17 15:09:56 Page: 3 1 v vaysvv=vvvav====va-------vvv----a---:a------ea=ass------------- - .cm At X- 32.498 Displacement- -0.01501 At X- 34.665 Displacement -0.01622 At X- 38.998 Displacement- -0.01133 At X- 43.330 Displacement- 0.00000 SHEAR FORCES : Coordinate Shear (LT side) Shear ;RT side) X= 0.0000 -8.2523 X= 4.3325 -6.3027 -6.3027 X= 7.0000 -5.1023 5.2977 X= 8.6650 6.0469 6.0469 X= 10.8325 7.0223 7.0223 X= 12.9975 7.9965 7.9965 X= 17.3300 9.9462 -10.4359 X= 19.0000 -9.6844 0.7156 X. 19.4975 0.9395 0.9395 X. 21.6650 1.9149 1.9149 X. 23.B325 2.8903 2.8903 X. 26.0000 3.8656 -13.1006 X- 30.3325 -11.1509 -11.1509 X- 31.0000 -10.8506 -0.4506 X. 32.4975 0.2233 0.2233 X= 34.6650 1.1987 1.19B7 X- 38.9975 3.1483 3.1463 Xa 43.3300 5.0979 ' MOMENTS : Coordinate Moment (LT side) Moment (RT side) X. 0.0000 0.0000 X= 4.3325 31.5299 31.5299 X. 7.0000 46.7414 46.7414 X= 8.6650 37.2971 37.2971 X- 10.8325 23.1333 23.1333 X- 12.9975 6.8755 6.8755 X. 17.3300 -31.9928 -31.9928 X. 19.0000 -15.1924 -15.1924 X, 19.4975 -15.6042 -15.6042 X- 21.6650 -18.6976 -18.6976 X- 23.8325 -23.9052 -23.9052 X- 26.0000 -31.2269 -31.2269 X. 30.3325 21.3360 21.3080 e sa-aaaaaaaaaa-a-ta�aaaaaa�-a-e-ae===�n=ccc�cc--------------------a--- WinBeam By CAST TIME : 05/22/17 15:09:56 Page: 4 -a-----w----...-a-...---ne-_-nnra--aa---a-a-a-aa--e--c===aaaa=-===___ X- 31.0000 28.6510 28.6510 X. 32.4975 28.8211 28.8211 X- 34.6650 27.2801 27.2801 X- 38.9975 17.8634 17.B634 X. 43.3300 0.0000 EHNI Engineers, Inc. 6lMpRe THE FiJTl1R£ON FCIJNpA71pN OF EACEItV.CE 621 North College Road.Suite 100 Then Falls,Idaho 83301 208;,734-4888 FAX 208,734 604g JOB NAME JOB NO. _.�212Q-/(4 BY DATE SHEET 9, -5- OF j 1Z1J55 1Z = /D�yd0 70 7,4L LL)-tl /1 o 6S'8' P6r— Cyr— COAX.WALE. C t E57— WALL l /00 PGF a. Al R 8 �1 G /a x3/ a-y = /X 3 ;,,y L yif.1� P O G. . M6, l3X 3PEr -T. f M = 10(► 116 rh-K rtrzY b�55,sxs x %r� rl�u� s-3� 6F� yr-) /a 60 P(h75 Art-6 r::A-57Z;AC.C- am i , 11 �14 k =r -�d—4 4,a 815 �C�rs r e-e- ENGINEERS/PLANNERS/SURVEYORS Uemcdel fcre0 Z unite(] Cil o a c 3 � yF� Twin Falls , IdahoStructural NotesW o w 001 Design Crtterla Structural Framing Lumber and Plywood Sheathing General ~ C w Structural design In accordance with International Building Code,2012 edition. Solid Sawn Lumber: All workmanship and materials shall conform to the requireme,ce of the 2'-4'thick lumber: International Building Code,2012 edition. m tj ran Design Loads: Roof Snow Load 25 par No.2 and Better Douglas Fir-Larch t` Roof Dead Load 15 par 5'and thicker lumber: No.TDouglas Fir-Larch Shop drawings for all structural components,Including but not limited to pre-engineered roof trusses,structural Insulated floor,wall,or roof ZD O panels,structural steel members,protest or prestressed concrete members,etc„she be submitted to the engineer of record for review eN CL Exterior and Interior Shsarwalla: prior to construction. Review by the engineer of record Ie for purposes Wind See shearwall schedule for sheathing and nailing. of coordination with other building component.and for general Dealgn Wind Speed 115 mph (3-second gust) Provide 2'nominal(mind blodUng between studs at all sheathing pao el conformance to the structural drawings. Review does not Indicate that Exposure B edges-sheathing must ba nailed at all four edges at all shaarwaIla, the shop drawings era correct a Complete. Responsibility for corractneas Wind Importance Factor IID Stud spacing at shear walls shall be maximum I6'o.c.unless otherwise noted. shall rent with the contractor. Any anginsering provided bgg others shall Where sheathing panels are required on both sides of a wall,and nail bear the seal of an appropriately reglatered esglnae. EHM Engineers la GENERAL NOTES: seismic spacing Ie lees than 6'oa„penal Jotnte shall be offset to fall on different not responsible for the adaquacy of engineering designs performed by So$ 022g Naming members,or framing shall be 3'nominal minimum thickness and nails on others. One copy of each submittal shall be retained for EHM Engineers' sit.Cla&. Cmwe each side.hell be staggered. record.. t ALL WORK SHALL MEET STATE,LOCAL CODES, Seismic Importance Factor 1.0 All framing nailing&hall meet the minimum requirements of IBC Table 2304.9.1. ORDINANCES,4 2012 I.B.C. Occupancy Categorg If 2 ALL MECHANICAL,ELECTRICAL,4 PLUMBING WORK Seismic Design Category B All nails specified by permyweight In these notes,on the plans, and In all Special Inepeetione SHALL MEET ALL APPLICABLE STATE 4 LOCAL CODES. echedulas are common nails unless otherwise noted. Periodic special Inspection shall be performed in accordance with 2012 3 ALL UTILITIES SHALL BE PROPERLY IDENTIFIED Silt Soll Bearing Capacity: 1500 par All framing hardware shall be full nailed or bolted. IBC Section 11 as follows: LOCATED BEFORE WORK BEGINS ON PROJECT. Compacted Gravel Bearing Capacity:4000 par g y 1. Soil compaction tests to verify bearing If any badkflll is Bolt.: required. 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS,4 DIMENSIONS Foundation ASTM A301 unless noted otherwise.Provide washers at all bolt heads and 2. Concrete and rebar In accordance with Table 11053. Concrete AT THE JOB SITE 4 NOTIFY THE DESIGNER OF ANY nuts compressive tests shall be completed for every 100 cy.,minimum DIMENSIONAL EIRRORS,OMISSIONS,OR DISCREPANCIES Footings shall be bearing on native Inaltu silt sods or compacted silt soile which of one per pour. BEFORE BEGINNING OR FABRICATING ANY UIORK have been moisture conditioned and compacted to at least SS%of the maximum 3. Steel construction(bolts and welds)In accordance with 2012 IB density of a standard proctor near optimummoisture or compacted silt,sand or Structural Steel section 1105.2,specifically including bolt Inspection for full 5. DO NOT SCALE DRAWINGS. gravel fill which has beam,placed In 8'maximum lifts and compacted to at least pretensloned bolts in accordance with AISC Specifications. gravel the maximum denett of a standard otter near optimum moisture contemn visual Inspection only required for all field welds. y proctor p Structural steal shall conform to the following standards unless otherwise noted 4. Post installed in hardened concrete epoxy anchor rods and rebar Bearing capacity 1,500 paf, on plane: The it run ravel backfill shall be laced In 8'maximum lifts and compacted to Wide flange structural beams and columns(W)shall conform to ASTM A529, PLAN ANALYSIS P 9 P P Grade 50 eN-50 kel)or ASTM A992 (minimum Fy-50 ken) at least SS%of the maximum density of a standard proctor near optimum moisture Based on 2012 Edition of IBC content. Thai gravel shall have a 2'maximum size and 50%or more retained on Square and Rectangular etructwal stool tubing(HSS)shall conform to ASTM the No.4 slave. Bearing capacity 4)000 per. A500,Grade B(Fy=46 keU For bearing partially on gravel or soil and partially on rock,provide minimum 6' Steel pipe columns shall conform to ASTM A53,Typo E or g,Grade B gravel cushion between rock and bottom of footing. l y=35 kaV Engineer of Record: GarW Bowlin P.E.EHM Engineers INC. Job Address: 345 Addison Ave.W. City: Twin Fa Ile St.ld.Zip: 133301 Footing excavations shall be clean and free of loose debris,standing water,or American standard(5)"pas,channels(C),angles(L),plates,and bare shall Legal Description: 0 Sit,, n uncompacted material at time of concrete placement, conform to ASTM A-36(N=36 ksl). Occupancy Classification:_ M Occupancy Load Per Area: 1: 56 2: 1 O Badkfill against foundation wells or exterior walls below grade shall not be Bolts for structural steal: ASTM A325 unless otherwise noted.Unless noted 3: I 4: 2 placed wail the walls are restrained by the completed concrete dock pit floor. otherwise on plane,all bolted connections are bearing-type connections with 5: 1.6: b See foundation details and notes. threads not excluded from shear plane. NOTE: Number of Stories: 1 eq'd: Yes:_N.:✓ Total: 61 vi Except where specifically shown on plans,all holes for bolts shall be standard MEWS RESTROOM SIGN SIMILAR Floor Area: Basement: 1 :35-12 Exits R wired: Basement: 1st: 2 *� Concrete: F'c=3000 pal In 28 days,5 bag/ay.min.cement.(walls,footing holes:hole diameter not more than 1/16' larger than nominal bolt size(not more Required: and pedestals) than 1/8'larger for andnor bolts). 2nd: 3rd: 4th: 2nd: 3rd: 4th: stories GI. F'e-4000 psi In 28 days 51/2 bag/ey.min.cement.(slabs) Where h er oversize or slotted holes are detailed on the plans, provide hardened Actually furthest travel die as o exit: 15' (IBC Table 1016.1$Table 1021.2) p, All bolted connections not indicated as slip critical shall be tightened ae Type of Construction: V- Allowable Area Ciacs: 3 aug-tightened Jointa in accordance with the above Joint specifications. RESTROOM Area Increase: /A F All welde shall be E10XX electrodes performed to accordance with AWS i•••f>'r:•:: Sprinkler System: Yes:_No:_�f_Exit Signs: Yes:_,LNo: Reinforcing Steel- Conform t.o the requrements of ASTM A615 specifications. Maximum Floor Area Allowed: >SOOO Ft' Emergency Lights: Yes:�No:_ Groda 60 lFy=60 kzf)deformed bare Special Inspections Required: Yes:-L No:_Lighting Layout$ComCheck: Yes:-af No:_ y Minimum coverage:3'cast against earth All steel fabrication and erection shall conform to the current edition of AISC IS'formed 'Specification for the Design,Fabrication and Erection of Structural Steal for Firewalis Required: Yes:_No:��(If Yes,please provide cross section$UL Listing) Minimum lap splices:no.4--30'uno. Buildings' Occupancy Separation Req'd: Yes:—No: (If Yes,please provide cross section$UL Listing)no O W.5--31'uno. Area Separation Req'd: Yes:—No:No:�(If Yes,please provide cross section$UL Listing) 00 other sizes no lap other than shown �6, ADA signage per Classified Areas: Yes:—No:��(if Yes,please show on plans$explain classification) v7 All reinforcing shall be tied or otherwise held In place to prevent movement Light-gauge Steel ANSI 2010,Section,ID3. during concrete placement. 9'MIN. FIRE HYDRANTS WITHIN 1000 FT. Comments: Anchor Bolts:5/B'Diameter ASTM A301Carbon sheet steel must meet the requirement.of ASTM A510: X 1. ft. GPM FLow: ti =.y 00 1/2'Diameter ASTM A301 Grade 50 kal for 12 gauge Q 2. ft. GPM Flow: 40. 7 Grade 50 ksi or Grade 33 ksl for 14 and I6 e au L 3. ft. GPM Flow: M Except as otharwlea noted on Plan or 8hearwall Schedule gauge Grade 33 kel for 18 gauge and lighter mambas. O Total: Provide additional anchor bolts not more than 12'and not less then 4 1/2'from the ends of all ellI plates. Provide minimum(2)anchor bolts per sill plate or wall Structural members must be designed in accordance with AISI North American O Minimum Req'd Flow for Building: segment. Specification for the Design of Cold-Formed Steel Structural Mambsrs' Model Required: Yes:—No: including 2004 Supplemeft. Anchor Bolts for Holdown.: size.and minimum embadments as shown L on plans or per manufacturer's specifications. Comments: Unless noted otherwise,embedded bolts shall be placed prior to concrete placement,and shall be held In place with templates or other suitable means to prevent movement during concrete placement. Flowable fill/lean concrete: Pc-500 pal in 2e days TYPICAL RESTROOM SIGN MOUNTING r1l=IGt1T5 oWNER's conlTleACTOR. Non-shrink grout: F'c:5,000 psi in 28 days SCALE:NTS (HANDICAP ACCESSIBLE AS PER ADA.REQUIREMENT$) ••ELECTRICAL WILL BE DESIGWBUILD BY OWNER'S CONTRACTOR ••PLUMBING WILL BE DESIGN(BUILD BY OWNER'S CONTRACTOR ••MECHANICAL AND MECHCHECK WILL BE DESIGN/BUILD BY OWNER'S CONTRACTOR Drawing Index , T-1 Title Sheet DOOR SCHEDULE n req� DOOR SIZE TYPE FRAME HINGES LATCH ACCESSORIES REMARKS: V-1 Record of Survey a *AU.DOOR CIS I R410M To INSULATE DRAIN 4 \ @— o -u o (fNW A4 DIFE WBYWIMANFW IBC \O WATER SUPPLY FOR MIRROR , 3 MIRROR o IE �y � Cn'��' p11111010 Q'9gyp ADA.REQ.PER 606 \ C-1 Site Plan OF ICG All1.1-2009 \ I , 1 0 0 4dF 42' �Jr C-2 Site Details a 'h*'� t'"� TO GRAB 5ARS - - G G caT'tY Wtu Inc EfcTbN 15,6,T - A-1 Foundation Plan&Details 3'0'x6'-O'(PAIW • • • • ••• • ro nlro G.BOWLIN b. 2 3'-6'x T-0' • • • • ••• • (U IIOIPiG € L am L 3 T-0 L BA RAB A-Z Floor Plan 4 3'-0'xT-0' • • • • ••• • (t) (2)iid21 L,carX@81.E tAtfAI yRH AaN[{E ANCHETT sox W EXtESOR WSJ x A-3 Building Elevations&ComCheck 5 3'-0' ,'-®' (3)FRWDE ADA WlWi Al WTWM JUKE'11 m L 6 3'-0'x,'-0' • • • • • (3) papYg TO SPEAK EER A-4 Building Section&Details 8 3'•0'x 1'-0' 3) AS SHOWN 5'-0'(MR CLR) il'(MIN.) 9 3'-0'x,'-0' • • • • • 1'1M. A-5 Reflected Ceiling/Lighting Plan/ 10 3'-0'x,'-®' . PROVIDE FLUSH HANDLE AT OPEN SIDE of TOILET Lighting Compliance TYPICAL TYPICAL KE5TKOOM MOUNTING HE-IGHT5 39 of 46 SCALE,NTS 8/21/17 M v� o � U CI1 O of N 1.y o a B a F y W � rc � o x o0 Located In A Portion of 40 1 z Lot 1 ' s -- — Holohan Addition Subdivision SHOUP In NORTH 8T e 1 '1VFE E _ _ SW 4 SE 4,Section 8 1a E WEST --_ _ - Township 10 South,Range 17 East W N i Boise Meridian w Twin Falls County,Idaho x 2017 W 8 0 20 40 80 oo.00' S84'32'00"E ��--------'i SCALE IN FEET ��796' S84 32 00"E 197.96' �IO O O \\\ I V V1 I > O C)t o PARCEL I PARCEL 2 \ I I N 10,601 S.F.t N 18,440 S.F.tcon m Z O I R 99.62' 197.18' S89'30'08"E 296.80' — ow to Z O O IT1 N V Q N r Legend O NI N !o 84'32'00E 100.00' N I� SURVEY BOUNDARY LINE Q) o PARCEL3 A of ADJACENT PROPERTY LINE ---------- O o I 48,107 S.F.t CENTERLINE OF STREET — U rrrGGG���� eI� g I OLD LOT LINE -------- 4-4 p m a I Ct —III NEW LOT LINE � O 30 CALCULATED POINT(NOT SET) 0 n c)R I I FOUND BRASS CAP 100.00' FOUND 5/8" REBAR (AS NOTED) O L, 8"REBAR,NO CAP N84'3 RensloNs FOUND 5 / 2'00"W 2g78T FOUND 1/2"REBAR (AS NOTED) o rL7--11 C.P.#2002-002365 SET 2 REBAR & CAP - L 1S 0110 � ABE4RIN AVEN[JE BEST — — —__ _ BASIS OF BEARING _ SURVEY INST Survey References Deed References N84'32'00-W 13j3 62#1998-014404 #1998-014404 /j2016-019306 //2000-008429 #862313 #840569 HOLOHAN ADDITION DO NOT SCALE DRAWINGS Please provide the CON A CONTRACTOR RACTORSH DIMENSIONS AT City of Twin Falls with S°ONAL ANpSG �( we No. 476-16 ENGINEERTHE JOB SITE OF ANY NOTIFY THE DIMENSIONAL oF�Q�GISTER 1 APVN D ERRORS,OMISSIONS,OR DIS- a copy of the c z OR BEFORE BEGINNING , CHRISTOPHER S. HARMISON, DO HEREBY CERTIFY THAT THIS oesioN OR FABRICATING ANY WORK. PLAT IS A TRUE AND ACCURATE MAP OF THE LAND SURVEYED recorded Record of P 5o UNDER MY SUPERVISION AND DIRECTION, AND IN °P"" CSN STAMP 9jE OF\OP CONFORMANCE WITH THE REQUIREMENTS OF THE STATE OF wre JUNE 2017 Survey for United Oil 4 TOoNER S•NPQ IDAHO CODE TITLE 55, CHAPTER 19. scA c As Shown Company lot line No.: V476-16 ROS SMM adjustments. 1 OF 1 AaPeoveo 6/12/2017 SCALE AS SHOWN OWG.No. V 476-16 ROS SHEET V1 I I Parking Analysis: o ' CROSS SPACES SPACES m cn I DEE or USE FLOOR AREA CRITERIA RRE4 IIRED PROVIDED REFUELING STATION 3,5720 1/2500 15 26 ~ E I w v 27 Drainage Calculations: 0 zo w a - x C x x I SITE BENCH MARK-"B"BOLT ON I Note: F a is _ No ix Runoff Coefficient(} Vt=(A)1,6/12(C) a 3 x---x J FIRE HYDRANT it C z F-I Impervious Areas - 0.25 o----_ ry��y,' ELEV.=37t1.77(COIF DATUM) I Lwdscape Areas - 0.25 ,� o 3706 0 .' t1x- 7.'b.- ,7�_-' Ea ._.__._.__-._ ' ' `� - c Pre-0evdapmenf =-0.35 H a d g 9 � -- E 1-Vads - 4 A IQ r DRAINAGE AREA 77,148 sf W Impervious: 77,148•97%•1.6/12' 0.95= 9,479 c/ Landscape: 77148•3R•16/11• 0.25= 71 cf otal etenhan eq'�F of 4,33b 9.)9 Retention Basins3•s�•1.5- 6,188 cf 3709 _ ___--- _ Dry-ell 41.81•2.6•0.4= 3,454 c! r cP 1 `� �� c� ,•. Total Retention Provided= 9,642 c mi --- j ELEVATION LEGEND: z RETENTION BASIN ' �� O 7.5' i 70P 53x93'ELEV.=3&16.5 s C g TOP 3 BP ELEV.-.3eos.a S o e3 ry �, 0 10 20 40 N p x voL: •1.s-s.feBn bi ce - I , CONCRETE _ .y' Top Asphalt Lip Cutter,and/a Finished Grade x00.00 'D DM C.41•81•1.6•0.4-3,454 cl F �.� I / i SCALE IN FEET Top Curb x0D.00tc II I o�jDs O op Concrete X 00.00 cc Sidewalk x00.00t T Existing Grade x00.00eg x f�_ n«t I j NOTES: Standard Curb&Gutter.LG to IBC =0.38 10,863sbaLT; I ''I - Vertical Curb:LC to TIC(Uniess Noted Otherwise) =0.50 eP °° °6 eti ati a I I ` I X 0. n.v Site Key Notes: sy. RETAIN&PROTECT EXISTING FUEL PUMPS AND CONCRETE UNDER CANOPY t 4 ` T pa '` e2 RETAIN&PROTECT EXISTING TRUCK PUMPS AND CONCRETE r k • 4 J r. Osx _ e ro e °w o a� 0 "00 RETAIN&PROTECT EXISTING UNDERGROUND FUEL TANKS AND CONIC.LID c�4 O N rK�$, - e4 '- e4 RETAIN&PROTECT EXISTING CONCRETE PAD AND MISC.JUNCTION BOXES F� w ° a' RETAIN&PROTECT EXISTING SIGN UNLESS DIRECTED OTHERWISE BY OWNER 16.5' xss ..30:R-O-W I e6 RETAIN&PR07ECT EXISTING POWER POLE UNLESS DIRECTED OTHERWISE BY OWNER of 38 `O �' --- d. 1027 OS e7 RETAIN&PROTECT EXISTING LIGHT UNLESS DIRECTED OTHERWISE BY OWNER , , H °��.'e, ��gA, *o�fo a'. ,z„ e8 ADJUST EXISTING CLEAN-OUT(s)TO FINISHED GRADE OF NEW SIDEWALK �4 a OOt e °� ,- r- _ _ ® 3 h I WCUT EXISTING ASPHALT PAVEMENT / riot F_ � _ - qr�, m e9 SA � �] °� � O I 5 9 / a25t 0 ro I J ct e10 SAWCUi EXISTING CONCRETE I es3ts e8 ;I 0 4 PROM ,s .� •w ^cowcRETE, _ 10.24 Z �85 ESSIBLEtXISTIJG BUILDIVG e2 ti e11 REMOVE&DISPOSE OF EXISTING CONCRETE FLATWORK BF OEMQI 1S.r. A �ei i 8 SPACES. -3 a9'c`. k1 I e12 REMOVE&DISPOSE OF EXIS71NG STEEL BOLLARDS _ - ONE"VAN 9� CONSTRUCT ASPHALT PAVEMENT SECTION PER DEL i SHT C-2 oc r � I U F+.l 7 10.21 O CONSTRUCT STANDARD CURB&GUTTER PER DET.2 SHT.C-2. o I b L I 75.. 4 2 20' 25' IREMODEL® yp a ei O CONSTRUCT VERTICAL CURB(NO GUTTER)PER DEL 3 SHT C-2 H -XI G BD(L I I -- --- -- "���� 08.57(Ex ®I ."8 -: 20' _ O CONSTRUCT 4'VALLEY GUTTER PER DET.4 BHT C-2 fF 08.75 ter Leveling I e9 O CONSTRUCT SIDEWALK, TURN-DOWN EDGE PER DEL 5 SHE C-2 i l0.2o O INSTALL STEEL BOLLARD PER DEL 6 SHT.C-7 e1 `I-+ r O ( 45 CONCRETE "' os BADt103'I 'can'cRETE _ I O7 INSTALL VAN ACCESSIBLE PARKING SIGN PER DET. 7 SHT. C-2 UNDER CAN 7 COTF lab to inspect dry B AI -x PAINTED ACCESSIBLE PARKING MARKINGS PER DET.8 SHT.C 2 842ta -. _� �-�.ar��' :".a g„t�c well for dimensions, n n QQr y� a rate a63ts s -,o ,�? 5 O 4"WHITE PAVEMENT MARKINGS, 7YP. 1 1('1 I I I l+l+1 I I 1 _ cDNaRrrE-= � �°. x° fabric,rock before `� 10.15 REVISIO 43 backfill can occur. 10 CONSTRUCT ADA RAMP- TYPE'B' PER DEL 9 SHT..C-2 I i p zsota s 2 i z I Please call 48 hours O J J/ n RECONSTRUCT ADA RAMPS®INTERSECTION PER DET 11 SHT.C-2 f �3eV 6�st� uvosaPE 9 ° ; o ( prior to inspection. 25•- `� IN ' Ry ' 1° r 1012 12 REPLACE EXISTING IRRIGATION BOX WLyRRIGATION MANHOLE PER DEL 10 SHT.C-2 ra <° (1NITED 0(C e5 a i e 6�5 rPgotr . i----�_ I POSITION MANHOLE ON SOUTHER EXISTING PIPE AND INSTALL t3 LF CLAIR ' __ ° ais99y OF NEW 24"PIPE ON THE NORTH. SPLICE NEW AND EXISTING PIPE -- --' 9'--= SIDEWALK'^ e N - --� --- I USING FERNCO FLEXIBLE COUPLER. GROUT SEAL PIPE CONNECTIONS AT r --- u ASPNALTRREAR -- S MANHOLE. 0U" 2 589 sf For information only: - - _^slDe WALK..,. �` 12 RIM=9.62 13 CONSTRUCT WASTE PEN PER DET 12 SHE C-2 Building is legal Canopy shall be n of- -'= J P INVRIM =5.78 Plannin• • Zon non-conforming.Sits 20'from property line and SlDrwux oNP in 93'centerline and pump island min of 30'from d 35'property line property line. a U BUILDING se ADD[SON AVENUE WEST Landsc For ape tion Requirlment Minimum along _ DO NOT SCALE DRAW NGS (US jQ� CON RACTOR SMALL VERIFY ALL Addison Ave W is 1740 sf 4 I CONDITIONS AND DIMENSIONS AT Not a change of use.They trees,18 bushes;undulating THE JOB SITE AND NOTIFY THE OF ANY are remodeling the berm between 18"and 30"; ERRORS,ROMISSIONS,I OR DIISSJ AL­ restaurant to a convenience remainder of lot is 2218 sf 5 CREPANCIES BEFORE BEGINNING store.Retail to retail.Not trees,23 bushes;1/2 of trees OR FABRICATING ANY WORK. increasing sf.Not moving and bushes to be evergreen. STAMP I the gas tanks. The parking lot landscape No final Certificate of islands are in addition to the F a" Occupancy until the old above. a to convenience store has been . 1 7.5' 6' demolished 6' r,,1-1 or HWTR 25 )=3706_5 __------------_--_-- --- 4•71 --- BTM BASIN= 3705.0 0 APPROVED DESIGN DRAIN) BTM ROCK=3702.4 ? DATE 5/4/2017 1 3"UNCRUSHED DRAIN ROCK SCALE AS SHOWN OAG.NO. C 476-16 TOP0 T RETENTION BASIN SECTION NIT SHEET S. C-1 4'-0" See TFSD-708for 0 new Valley gutter 2'-0" 2'-0" a detail �j c �,Y" Lr r� 1�o a3 6" P-6° 6" ^ SIDEWALK T�,y 3 w LANDSCAPE a .., 1"BATTER R. " R. 1` I"R. PAVEMENT No.4 REBAR 1_0° 150%3 050% 1 1/2" COMPACTED GRAVEL BA TO BOTTOM OF STREET SECTION °'..S _ SE B 2*R. j 1/4"R. � 3" a. ,.i „r r i'✓ r v,�r ,-f r 1+1 �p ro o � _ EXPANSION MATERIAL !llll Arm 2Yz"-3/4"PLANT MIX PAVEMENT,SURFACE COURSEFC REBAR I' r r 1 1 4"-3/4"CRUSHED AGGREGATE FOR BASE, TYPE I "' " ' y 'r Y Y 6 r 4"-3 4 AGGREGATE BASE 1M�-1 z °o ma00o 6"-2"CRUSHED AGGREGATE FOR BASE, TIFF II .,..�. - . . . .� Y"�.',.�'. I /" W � - SUBGRADE COMPACT 7O 95%MAX DENSITY _ COMPACT 70 95�MIN. Compacted 3/4"or 1 t/2"Gravel EXPANSION JOINT SECTION OF STD.PROCTOR W 'm U Bose to Bottom of Parking Section 8' N.T.S. NOTES: z o 1. EXPANSION MATERIAL SHALL BE PLACED IN THE VALLEY GUTTER AT TWENTY N See TFSD-701 for FOOT(20')INTERVALS OR IF LESS THAN FORTY FOOT(40)LONG,PLACE ONE N a new Curb Gutter (1)PIECE IN MIDDLE.SEE EXPANSION JOINT SECTION. detail 2.ALL PERFORMED EXPANSION MATERIAL SHALL BE BLACK ASPHALT IMPREGNATED FELT MATERIAL AS PER AASHTO M33-78 E 11 C TI N n TYPICAL ASPHALT PAVEMENT SECTION n STANDARD CURB&GUTTER DETAIL n VERTICAL CURB (NO GUTTER) . 4�,T AL n TYPICAL SIDEWALK TURNDOWN EDGE N.TS N.T.S. N.T.S. `J N.T.S. N.T.S. RESE E,D 1'-0"X 1'-6"X 0.080" LANDINGS,EC MAX. V L ANY DIRECTION PARKING o O O ALUMINUM HANDIC PARKING SIGN. 6"PEDESTRIAN Dv oOv FILL PIPE IN1H CONCRETE, SIGN TO READ"RESERVED I*A CURE MANHOLE(SDMH) ROUNO OVER TOP. PARKING"WITH IDENTIFICATION 4°WIDE STRIPING, D&L A-1180 RING&COVER ,�. SYMBOL AND"VAN ACCESSIBLE" I PAINT 2 COATS I n z OR EQUIVALENT ✓i•SCHEDULE 40 STEEL PIPE SET WHERE APPLICABLE.BOLT TO TRAF T ELLOW. pp V pp IN CONCRETE FOOTING,PRIME AND z STEEL TUBE WITH 1/2"CADMIUM V ♦ ♦ V ' PRECAST GRADE RING IF REQ'D PAINT YELLOW. N PLATED BOLTS,NUTS,AND WASHERS. �-21", ' BACKGROUND PAINT @ - -y 1/2•EXPANSION JOINT CONCRETE FOOIMG TROWEL SMOOTH, p 2 COATS BLUE OF STALL "� 7e�' SLOPE TO DRAIN AWAY. 3'-0• V-6° 1 V-6' 3'-a' CONCRETE PAYING PER PLANS ASPHALT PAVING PER PLANS o 2`X 2"X.188"STEEL TUBE, 4'MIN. T 4'MIN. 1- a'MIN. EXTEND INTO CONIC. FILLED PIPE 2'-0". A DETECTABLE Z ----- m WARNING DOMES 0 N 4. PLAN PRECAST CONCRETE INLET BOX o TJli7 HI�iLlr O SLOPE LEGEND: 3• 6• 5'-0• 1' o- 1.5A fO.5S(20�MAX SLOPE N 'u ,,I1- COMPACTED$I1B(RADE I T.3%f1.os(a3�MAX 2• I ( - ♦ SLOPE FIN. GRADE ,a 2'o" 7i — — -- 2.-p. 3/4"CRUSHm. 4. ."...::._�_.:: L r 1 AGGREGATE 12°DIAMETER CONCRETE BASE 3"WIDE`LPAINTED STRIPES 1'-3" 7" 22 2 -3/4 Acceac,[pns f 11 N BEAD 2K COATS TVEHPAINT DETECTABLE WARNING DOMES �{6 ALIGN WITH END SEE TYPICAL PARKING PAVEMENT SECTION OF STALL STRIPING SECTIONA-A Y O (V n STEEL BOLLARD DETAIL n ACCESSIBLE PARKING SIGN PAINTED ACCESSIBLE PARKING n ADA RAMP-TYPE B n IRRIGATION MANHOLE DETAIL Q N.T.S. N.T.S. N.LS. J N.T.S. N.T.S. PRECAST CONCRETE CAP 6' TOPWALL (2)#5 CONT.BOND BEAM „0.1H ELEV. 44.40 ?; (TOP COURSE) 8"CMU(TIP.)SPLIT FACE ABOVE 3RD COURSE #5 VERT. 0 24"O.C. N SOLID GROUT ALL CELLS o (2)h5 CONT.BOND BEAM �••� �••�p p�• r 0 10. +I i( (101H COURSE) R, E 1 1 g i 1 1 e e 1 i 1 o zf, FINISHED GRADE,SEE PLAN FOR 1.PC ELEVATION&MATERIAL (2)#5 CONT.BOND BEAM Q'o (4TH COURSE) 6"CONCRETE SLAB,SEE PLAN FOR ELEV. c io 0 00 00 00 00 00 00 00 00 00 O@ 4"-3/4'AGGREGATE 2 0 _.,. „D CONTAInF TOPELE F34 ` =4"SO. TUBE STEEL 0 8"CMU SMOOTH FACE GATE POST,PAINT V. .40 0 +.�-, FIRST(3)COURSES. TOaafto :. 0 EL y 'v 0 .._.__. GATE FRAME, AINT N DOWEL ®24"D.C.. 2'-0" (2)#5 CONT. 2 1/2"SQ, TUBE S J EVERY OTHER LEG 8. /8 � 6"CIA.BOLLARD, TYP. v OPPOSITE.ROTATE TO 45' FILL W/CONIC. 10" DO NOT SCALE DRAWINGS CONTRACT0VERIFY 151c CONDITIONS ANDALL DIMENSIONSALL Ai 6 0 O TYPICAL WALL SECTION THE JOB SITE AND Nonvr THE CU Y ERRORS, ENGINEER ANY OMISSIONS,OR DS- u CRPA NCIESBEFOR BEGINNING MENSIONAL ... U 0 O O 00 OFD300 00 00 00 CDCO FA BRICATING ANY WORK. a . STAMP PAINTED ALUMINUM OR GALV.STEEL 4' 0" 10' 0` DOUBLE SWING GATE. GATE TO 4P" f?t _„ i ., POST CAP. -. PROVIDE 100%SCREENING.COLOR -- - _ 70 BE APPROVED BY OWNER. a � 14924 6' ®4 OFWR PLAN z GATE LATCH "g7g ' — GATE POST PER GATE �/� ........-.- o MANUFACTURER L APPROVED - DESIGN DRAWN - z DROP ROD I I °ADATE51412017 I I I I � II II rLL, = rLILI SCALE AS SHOWN L—J L—J DWG.NO. C 476-16 TOPO ADA RAMP RECONSTRUCTION DETAIL GATE ELEVATION SHEET 11 INTERSECTION ADDISON AVENUE W.&BLAKE STREETS. N.TS. 12 TRASH ENCLOSURE DETAILS SCAB /4 c D C-2 46'-0' EXISTING BUILDING 20'-0't O M EXISTING PIPE COLUMNS v 0 I Z. o C TO REMAIN (� AI U RETAIN SLOPED .. .. FRAMING MANSARD o p^ 3 a o O o 0 0 E 0 84 �nQ N M B Z. -_ LAP 085/PLY 6'ONTO W 4'-O'x4'-O'xlO'FOOTINGS VERIFY EXISTING RIM BAORD AND Sd h ti EXISTING ROOF JOISTS m. R BTEMWALL/FOOTINCs NAILS a 6'0.0. w � o w A-I 2 CONDITION CONTACT \\ g ., A_1 ENGINEER FOR NEW . (I��ii o 'Sp 00 .. FOOTING REQUIREMENTS . Fyi i c y w SIM.r --- I r— --, I r-- --I I -----I re \ FULL THICK BATT INSULATION o W o M 't�. 2X6 STUD WALL a IS'oz.WITH fTl �W10x33 BEAM(ABOVE) WI0x33 BEAM(ABOVE) WI0x33 BEAM(ABOVE) v M+1 m U I I I + G� --------rE-- --t---- �----------t--- ---♦•----- ------7----t-- -'-t---- -------r-f--- - ---I--------- �� .\ � � 76'OSB/PLY WITH ScI J__________+___ ___t_____ ______J____+__ ___�______ _________L_t__ _ __+_________ `� NAILS a 6'oz.PANEL z O 2 +�, I CJ 2 I % 1 Cj 2 I EDGES,SILL PLATE .. v — —� +ex ` . AND 12'oz.FIELD N P, A-I A-I --- C`� A_I A-I ---- Ck q-1 A-1 �Y ABOVE ABOVE ABOVE 6-0' 11'-0' I 0 II'-0' 5'-8' %'xlO'A-BOLT a 48'o.o. 6' 2.6 P.T.PLATE VERIFY EXISTING STEMWALL/FOOTING CONDITION CONTACT ENGINEER FOR NEW PATCH,REPAIR AND LEVEL FOOTING REQUIREMENTSY-4 EXISTING SLAB A5 REQUIRED ELEV..100'-0' L L2'oz. CONT.a TOP, oT.AND BOTTOM WEST WALL FOUNDATION DETAIL N 0 X SCALE:1'.1'-0' A-I w b H v W6x31 COLUMN WITH LVx8'x9'BASE PLATE WITH(2)'I;'0 a 5'C.C.FOR(2) Ny �4. 4'e'DIA.x 12'PLUS 3'LEG A36 ANCHOR BOLTS WITH NUTS AND WASHERS WITHIN .S STIRRUPS 3 4'-0'x4'-0'xl0'FOOTINGS � •4 STIRRUP•TOP U AND BOTTOM 3'-6'x3'-6'xl0'FOOTING 2 3'-b'x3'-6'X10'FOOTING 9' O •"'"y Q A-I O Q q-4 ��.��.�� �. �—.——.— — --'� — (4)-4 INSIDE OF �I Cl O 3 r —1 / 1 3 t'i •4 CONT.THR.1 STIRRUPS a CORNERS L '� '� ..14 n C_, C_, G., . . c' A-i__ I `E' I ---------- `Y I A-I r `Y, ` . PEDE6TAL g' r .. Q ------------------------------- -4-- I- --------------------------------- 00 I WI0x 45 x45 BEAM(ABOVE) I W10x45 BEAM(ABOVE) I W10x4b BEAM(ABOVE) I I a ° L A-1 ----J L----J - J "c�sons BIM. A-1 CLR 5'-2' I1'-4' g'-8' Il'-4' SIM. n (4)•4 EACH WAY 44' LENGTH 4'-0'x4'-0'W/(4)+4 EACH WAY FOUNDATION PLAN (3'-6'x3'-6'SIMILAR WITH(4)•4 EACH WAY) SCALE:1/4' 1'-0' �.' PAD FOOTING DETAIL 2 TYP. WI0x33 AND WI0x45 SCALE:I' . 1'-0' A-I SEE PLAN Va'x33/4xS%'STIFFENERS BOTH SIDES OF WEB •i4's PLASTER COVER g' REMOVE INTERIOR CONCRETE PLASTER a PLATE NAL (VERIFY) LOCATIONS L8x4xt,2 LLV 4' p\SI q LENGTH V24,e G �8q �44 SHEET METAL SHIMS ALTERNATING SIDES a WITH —' oz.A6'x4'xl�n'PLATE WITH \ TACK WELD �= 1/2'4 FOR SIMPSON TITEN HD .qqy F SHEET METAL SHIMS, \6'x4'SCREW ANCHOR JU' JU' J)' PLATE WITH (g)y(`Iq eT0 GAGE SPACING D THICKNESS AS REQUIRED iq• (8)34'A325 THRU BOLTS •4 CONT.-DRILL TO FILL GAP AND BEAR TYP. 7{�' AND EMEtED 10' WITH NUTS!WASHERS. FULL FULL WIDTH*4'-0'. MAX '4' INTO EXISTING °"OVFp PRETENSIONING AND 8' g SPACING BETWEEN , 4' INSPECTION IS REQUIRED CONC.STEMWALL "4 a 24'MAX CONCRETE CONTACT WITH TYP. WITH SIMPSON SET SPACING s� BEAM/SHIMS SHALL BE �4' 4' 8' Q EPDXY OR EQUAL G.BOWLIN 4'-0'.TACK WELD SHIMS TO g' IS FLANGE EDGE. WI0x33 OR WI0x45 WBx31 COLUMN T.HANCHETT 3'MIN. TYP, ° h 9(r' 3'MIN. ° JUNE Ill a m GLR a` A5 SHOWN -N0 416-16 BEAM TO CONC.WALL CONNECTION DETAIL BEAM/COLUMN MOMENT CONN. 4 STEM WALL OVER NEW PAD FOOTING 3 SCALE:I�z' .1'-0' _.._ A-I SCALE:Ili'•1'-0' Al SCALE: I' = 1'_0' A-I 1 0 • (Wj 00 � UZ 0 C7gU U H F a6'-m°t ze'-m 3 x 3 NEW EMERGENCY EXIT NEW EXTERIOR WALL DOORWAY. NO J.,nQ gi AND FOOTING EXTERIOR HARDWARE tozz y — — — — — — — — — — — — — ifTll rc N O — — — h+i o - - - - - - - - - - - - - - - - -� x� Z 0, ON �00�� I Im,.3:. 15 lie Y / j W m I Wm u m D D D o % zv EXISTING PIPE 0 COLUMNS TO I OFFICE j ' REMAIN I I OCCUPANTS T 9% COOLER �y W I OCCUPANTS A-I -� pJo \pJp I - - % STORAGE 0 TYP. U U U I //* I OCCUPANTS - I r--- r-- 5 �r-----I r--- -- 5 1 r--- 5 x Q m� I I C I A-I I I I � I I I 5AJ; -w - / 3'-7 ! ® EXISTING CMU r OO :r WALLS TYP. REMOVE EXISTING WINDOW AND I I REPLACE WITH NEW STORE FRONT WINDOW SYSTEM WI0x4S BEAM I MEN'S co I RESTRM a I 3 I I ® Ot I I SIMPSON HDU2 SDS2.6 ON DOUBLE 2x6 STUDS WITH�'s'xl6'A36 STEEL 10 ALL THREAD RODS WITH Im'MIN. CONCRETE EMBEDMENT WITH SIMPSON AT EPDXY _ HD a )(d OSB/PLYWOOD WITH Sd NAILS HD HALLWAY WOMENZ EXISTING e 4'oz.a PANEL EDGES AND PL I RESTRM - REMOVED DOOR AND WO BE HOLDOWV STUDS AND SILL PLATE w _ _. \ IN-FILLEDEMO ASWAREQUIRED ed 12'o.c.FIELD. �"s'PIA.xi2'A36 ANCHOR RODS FOR SILL PLATE 32'oz.WITH Im'MIN.CONCRETE I �� IVi'FUR-OUT AT INTERIOR--�� - « EMBEDMENT WITH NUTS 4 WASHERS �$+ CMU WALLS WITH 46'GYP. '° ►-I SIMPSON AT EPDXY. h BD.TYP. RECONSTRUCT EXISTING STUDIEIII O ? Q - •� WALL. RETAIN EXISTING PIPE o COLUMNS RETAIL I a a6 OCCUPANTS HD s, 3S RESTIm'I y� > SIMPSON HDU2 60825 ON DOUBLE o 4'-m. �6+9E e• �, 2x6 STUDS WITH�6'xl6'A36 STEEL 3 / ��11 O 9 ALL THREAD RODS WITH Im'MIN. `�°c sl EXISTING RELOCATED ELECTRICAL F+�N CONCRETE EMBEDMENT WITH ( ' _ENO q ELEC.PANELS METER AS REQUIREp ;_4 'U SIMPSON AT EPDXY 3 4S C MAX HEIGHT Q O �, ¢ COUNTER FOR O 00 ACCESSIBILITY o w w M REMOVE EXISTING WINDOW AND I 9 2 OCCUPANTS EXISTING DOOR TO BE ux�us REPLACE WITH NEW STORE FRONT REMOVED AND REPLACE. WINDOW SYSTEM I SALES 'a MECH/ELEC. MECH REPAIR WALLS AS REQUIRED COFFEE BAR 6 EXISTING IXSPNG I _. EXIST'G GA p� GAS —� YFGI METER TYP. 5'- 2 — — —3 14"x60"'- WINDOW — — 0 — — — — 15'-4"x6'-O" WINDOW — A-4 - A-a A-4 PROVIDE SIGN AT I- - - - - - - - - - - - - - - - - — - - _ - - - - - -I SYMBOL LEGEND SODA FOUNTAINS, "COMPLIMENTARY + NEW STUDS WALL \ONAL Fp . CUPS AVAILABLE NEW AWNING A-a NEW STORE-FRONT DOOR AND p\STEq G�Ik. FOR WATER." I EXISTING STUDS WALL �I � WINDOW SYSTEM. � OR PROVIDE �, ., .. 44 DRINKING 4'-Im' a'-a' n'-4' I�'-2' 7 EXISTING CMU WALL FOUNTAINS. 4' 44'-0' EXISTING EXTERIOR CMU WALL ggYD. \9�+ WI0x45 BEAM l r WITH 2x4 FUR-OUT AND FULL THICK BATT.INSULATION ---9—•— TRAVEL DISTANCE "PN04Sp FLOOR PLAN QI DOOR NUMBER G.BOWLIN SCALE:I/4' .I'-m' N NEW EXIT SIGN T.HANCHETT m " JUNE'Il w NEW EMERGENCY LIGHT'G g NEW EXTERIOR EMERGENCY uE AS SHOWN ILLUMINATION a EXIT DOORS NO 416-I6 FIRE EXTINGUISHER (LOCATE PER FIRE MARSHAL) /� A 2 CD RIBBED METAL TO 00 o EXISTING MANSARD MATCH EXISTING () p ROOF TO REMAIN — — — — — — — — — — — — — - - - - - - - - - - - COMcheckSoftwareVersion4.0.6.1 � Envelope Compliance Certificate o 3 o a Project Information •rl t` 8 M a AI4 I Energy Code: 20121ECC ��....��11 {>. Project This: i••1 � O•�00 Location: Twin Falls,Idaho W v1 Climate Zone: 6b t x vert cal 9 �TOF! .. Construction See:S le, Own Wall Area. 8% Oe 8 t. D 9 r/Contractor. z Project Type: Alters Glazing I W Fwi ELEV.•IrD9'-19' — rlA en sal ne rrl ob �1^p" IIob Building Am Floor Area { 1-Retail:Nonresidential 3671 Z O ,d Envelope Assemblies SYNTHETIC STUCCO I ' R-Value Proposed Max.Allowed ... Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Floor 1:Slab-On-Grade:Unheeted,[Bldg.Use 1-Retail] •- -- 1.000 -- 0.640 --- Exterior Well 1:WoobFrametl,18"c.c.,(Bldg.Use 1-Retell]: -- — -- -- — --. Comment:,Exemption:Flaming cavity filled with Insulation. Window 1:Metal Frame with Thermal Break:Fned,Clear,Fixed. --- -- 0.380 0.400 0.380 0.400 Fixed,[Bldg.Use 1-Retail] Door 2:Glass I>60%glazing):Metal Frame,Entrance Door, -- -- 0.370 0.400 0.770 0.400 Entrance Door,Entrance Door,[Bldg.Use 1-Retail] Exterior Wall 2:Concrete Block:8",partially Grouted,Cells -- -- -- -- — -- STORE-FRONT DOOR AND EAST ELEVATION Empty,vay filled Furring: g Wood,[Bldg.Use 1-Retail],Exemption:Framing W INDO11.15 Window 2:Metal Frame with Thermal Break:Flxed,Other,Find, -- --- 0.380 0.400 0.380 0.400 SCALE:1/4' .I'-V Fixed,le log.Use.1-Ransil Door 1:insulaletl Metal,Swinging,[Bldg.Use 1-Retail) — -- 0.370 — 0.370 Roof 1:Attic Roof with Steal Joists,[Bitlg.Use 1-Retail], -- -- — — _- ._ AExemption:Framing cavity filled with Insulation. Fenestration product performance must be cart fled in accordance with NFRC and requires suppomng documentation. (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope PASSES Envelope Compliance Statement EXISTING MANSARD Compliance Statement:The proposed envelope alteration project represented In this document Is consistent with the building ROOF TO REMAIN i plans,specifications,and other calculations submitted with this permit application.The proposedenvelope systems haw been designed to meet the 2012 IECC requirements In COMcheck Version 4.0.6.1 and to comply with an applicable mandatory requirements listed In the Inspection Checklist. I t 7 I O N .. Project Title: Report tlate:07/32/17 y T OF UIINRq _ _ _ _ _ _ �,,�., 348• (. 2 NEW AU.NING Data filename:C:\Users\Tom\Documents\COMcheck\476-16 UNITED OlLcck Page 1 of 14 ELL I1279'-ID' • A-4 r-I � w ADDRESSNUMBERS •O SYNTHETIC STUCCO Buildings shall have approved address numbers,or approved building Identification placed in a position that is plainly legible,visible from �r the street or frontage road front and of a contrast color C 505 9 9 property Y 9 • toe in the ro art a in c r(IF .1). ; Address size is based on distance from center of the street:up to 50 ft.is 4 in.,51 to 100 ft.is 6 in.,101 to 150 ft.is 8 in.,151 to 200 ft.is 10 in.and greater is 12 in.,IFC 505.1. w In an effort to be consistent with other buildings being built in the area,I am requesting you place the address numbers on the upper right 0 O side of the building that faces the street. lit, SOUTH ELEVATION STORE-FRONT WINDOWS 9 SCALE:1/4' . I'-m' i" Op PQ 4° It EXISTING MANSARD ROOF TO REMAIN — — — — — — — — — — — — — — — — — — — — — — — g6�ONA� 74 D.i SYNTHETIC STUCCO -..... G.BOWLIN T.HANCHETT JUNE'M METAL INSULATED DOOR •. AS SHOWN (NO EXTERIOR HARDWARE) WEST ELEVATION SCALE:1/4'a I'-0' -3 z z_o _z o d LL g 41, r`AS NEEDED o 1 3#� 3' 350816 2-43 LIP TO SIDES k L3x3xl}'x4' ROD/STRUT Z. LIP*ROD LOCATIONS/q WAY C Z Z Z TYP. LOCATIONS 34Ui' TYP. �° BETWEEN 8 oos. 20 L' Qry Qq Q�qq L° 3,�9, 0 _ SCREWS 5 3 EXISTING MASONRY o Q'•3 3 3 3 WALL SIDES ------------------------__-----___-- -__ BEND UPWARD EDGES Z F A-4 q_4 ° 8D.SCREWS AND SD SCREW TO o p A-4 •b'oz. EDGE TUBE 4 6'oz. Y GYP.•CEILING ° z -- ------------------ A-4 EXISTING METAL - '- -'-------- MANSARD TO ^ � � -- - \ REMAIN ------ --------- LIP TO LIP2-54 w o w 6 I4qx / I I I I I I 1 \ COVER WITH SLOPED 3R'C306'COVERAGE � = r A-4 I I I I I A_4 DECORATIVE WIDTH/SHEET W 9 0`. I I �I I I I I BEYOND METAL SHEETING m U ----L--------------I- �� -------------------1-I- -I--------------J-------A 4--------J --------------------- o0 - ------------ - ---------------____-- _ _-__----- SECTION z a W10x45 BEAM� WI0x45 BEAM I0x45 BEAM � \ � -- W � SCALE: I1 i2' I'-0' A-4 �..... \\ _ __ A-I \ A-4 5' DEEP VERGO TYP. DECK m 2 \ FULL THICK WALL BATTTN A I INSUL.TYP.AT TrP. EXTERIOR WALLS 3508162-43 I I MOUNT DOWN TO WALL 350516 2-43 (2)12 00616 2-54 1-1— 1-1--- 1-1--- 1-1— 24ge.CUSTOM END LIP TO LIP r r--- --- r GUTTER L-----J L—————————J ————————— L-----� � O SECTION THRU BUILDING A 0 5' SCALE:3/8'•I'-0' A-4 3'24ge.CUSTOM MATCH END GUTTER a/ rrO EXI LONGITUDINAL SECTION THRU CANOPY 2 I-I 2x8 BLOC.KINCs EACH STUD d �.0.PARAPET ELEV.••TO MATCH SCALE,I�2' I'-0' A-4 vi SOUTH WALL Old . 2x8 STUDS Ib'oa. $08 25300 SCREWS• EXISTING TRUSS TOP 2 PER STUD 16'o.o. CHORD j'085/PLY WITH ty'xb'x1'PLATES 8d NAILS 0 6'o.c. EXISTING ROOF DECK 'O „3 l2l L6x4xb LLH, 4x;6 LLHL4 3MIN. x U 4x'GAP �2"xb'xT'PLATES _ --- 2, 3' 5' 3' 'S4'xPSON TI PLATE WITH b > EXIBTI OD TOP 7 SIMPSON TITEN MASONRY '� Q PLATES SCREWS TTN25214H SPACED q �(6 a FOR��°'EYE ——— — —— BOLT ——— —— ° —— AS BHOLLN. � � O ® _ =3i 1 31x3'xl0ge.PLATE WITH&'a4 EYE MAX SPACINGDB 4 48' m ,� 00 �i (2)L6x4x%LLH 6' M It 4x4 BLOCK WITH M)10d �� 4 b' V2'EYE BOLT WITH THREADED 1+1 NAILS EACH END THRU ii 446� ROD!LENGTH AS REQ'D)4 STUDS AND SIMPSON A34 ii DOUBLE NUTS ALLNING HANGER ANGLE SEAT a CANOPY �� ' RODS AND HEX HEAD BOLT THRU '/4 SUPPORTS 4 WALL AT OTHER LOCATIONS '14 i q_p EXISTING STEEL TRUSS 1/4 REINFORCING @ TOP CHORD OF TRUSS 4 TOP AWNING ANCHOR ANGLES @ WALL CORNER SCALE:IV2' I'-0' A-4 SCALE: I1/2" I'-0' A-4 A-4 ii SIMPSON 808 25300 SCREWS,I PER STUD 16' - --------- ----------- o�' FIELD VERIFY EXISTING TRUSS END ----------- Lbx4xa6 LLH Vh,GAP WEB MEMBERS __-- --------- ----- ----- \ $'xT'x8'SEAT PLATE --------------- ------------ 3 4b'x4'x8'KNIFE PLATE i4 1x4'xT'xl0'PLATE WITH 5 114 3'MIN. SIMPSON TITEN MASONRY 'yS�oNn� FNCi �OT OF CE)TR.ISS x '� ----- SCREWS 8214H SPACED J 4�Q�G� �g,�'�i, 01-14 A-4 L-1/--;t NEW WI0x45 BEAM 2 lu in _ WINDOW HEAD ab'xT'x8'BEAT PLATE :d L6x4x46 LLH WD. �4 4' NEW STORE FRONT ii4 4� � vvo.co WINDOW SYSTEM V,'X2'WELD STUDS WITH NUTS 'i4 1' AND 2'DI STAGGERED AND'oz. 8'x4'KNIFE PLATE THICNESS �4 T' 2' 3' 2' �4 s"" Ct.BOWLIN BOTTOM OF SEAM) TO MATCH GAP'�6'MIN. 4 4 &' 4' T.HANCHETT NEW WI0x45 BEAM re JUNE'I7 AWNING REINFORCING @ EAST WALL 4Z REINFORCING @ BOTTOM CHORD OF TRUSS BOTTOM WALL ANCHORAGE @ WALL CORNER tt� SCALE=I' I'-0' A-4 SCALE:N4' •1'-0' A-4 SCALE: I�i2' • I'-0' A-4 AS SHOWN "o. 4"16-Ib A-4 -- - -- — E — — — — A COMcheck Software Version 4.0.6.1 U 2 Interior Lighting Compliance Certificate CA 0 p g g p ZO C O 0.. - 0 _ O ..O ® ® a a 3 a ® ProjactInformation 0 .. Energy Code: 2012 IECC Projad Title: .rl 084 4 0 Project Type: Alteration �6 � M ® 0 0 O 0 W Z. vi o Construction Site: Ownar/A eat Desi %'GYP.BD.CEILING ® ® 11130.CEILING a gnenconaaaw: F \h v LL Allowed Interior Lighting Power ® w C� A B C D f�7 '60 to Area Category Floor Area Allowed Allowed Watts V (H2) Watts/tt2 (BXC) C t-Retailaales area 3571 1.60 5714 ro U A, Oil Total Avowed Watts= 5714 uso— - Proposed Interior Lighting Power Z O 0 A B C D E py Fixture ID:Description/Lamp I Wattage Per Lamp/Ballast Lampe/ #of Fixture (C X D) Fixture Fixtures Watt. 0 LED 1:LE D :1 LE area(357'I so.ft.l LED PAR 15W 1 39 15 565 LED 2:LED Other Fixture Unit 40W: 1 23 40 920 • Total Proposed Walls= 1605 Interior Lighting PASSES ® ® tl. Interior Lighting Compliance Statement Compliance Statement The proposed'nterior lighting alteration project represented In this document is consistent with the Q building plans,specifications,and other calculations submitted with this permit application.The proposed Interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.6.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. ® Name Title Signature Date I 0 . OPEN t UND IDE - RIC E tth ® Project Title: Report date:07/12/17 . 0 0 Data filename: C:\Users\Tom\Documents\COMcheck\476-16 UNITED OILCck Page 3 of 14 FW GYP.BD.CEILING I .. ® COMcheck Software Version 4.0.6.1 ® Exterior Lighting Compliance Certificate H V ® DROP CEILING SOFFIT - Project Information U a I . ® -- � - E d� 20t21ECC AND ISLAND Poaq TeABOVE COUNTERTOPS rl � Type: Alteration 0 A-dor Lighting O O> Zane 2(Neighborhood business district) 4-4 � ti Construction Site: Owner/Agent: DesignerlContraclor: — rTp odo Allowed Exterior Lighting Power ® ® ® ® ® t�l M A B C D E — — — — — — — — — — — — — — — Area/Surtace Category Quantity Allowed Tradable Allowed Watts sim�s Watts/Unit Wattage (BXC) Entry an°py 157 ft2 0.25 Vea 39 F Illuminated length of facade well or surface 74ft 2.5 No 165 _III minted length of facade all or surfs 52 ft 2 5 No 130 Z REFLECTED CEILING/LIGHTING PLAN Totalotadallowed Wads(a) 39 SCALE:I/4' I'-0' Total Allowed Welts= 354 Tole/Allowed Supplemental Watts(b)= 600 (a)Wattage Iretlaoffs are only allowed between Vatleble areaslsurtaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areaslsurfaces. m SYMBOL LEGEND Proposed Exterior Lighting Power A B C D E Fixture ID;Description I Lamp I Wattage Per Lamp I Ballast Lam pal #of Fixture (C X D) NEW STUDS WALL Fixture Fixtures Watt. EXISTING STUDS WALL EnDD A W Tradable Wattage 1 5 15 75 Illum'DnaeDewPaawano r Nonl,l,bI,Waaoe EXISTING C`U WALL UnnSSrt 1 2 67 134 \ONAL fN Iumnoewcade wal o r rf Non-tradable Waege fSTEg LEDEDoParking UnitfisWft 0/ 1 1 87 _67 EXISTING EXTERIOR CMU WALL Total Tradable Proposed Wafts= 75 WITH 2x4 FUR-OUT AND FULL .. THICK BATT.INSULATION PASSESa• :: - ••- Exterior Lighting Compliance Statement EXI Compliance Statement.The proposed exterior lighting alteration project represented in this document Is consistent with the NEW EXIT SIGN building plans,specifications,and other calculations submitted with this permit application.The proposed exterior lighting 4� systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.6.1 and to comply with any L;0 NEW EMERGENCY LIGHT'G applicable mandatory requirements listed In the Inspection Checklist. gNEW EXTERIOR EMERGENCY Name-Tide Signature Date ILLUMINATION a EXIT DOORS G.BOWL IN CANAR'1 t91-14CL " T.HANCHETT PENDANT W/40WATT LED LAMP(SATCO S9T8S) °"1E JUNE'll 5'LED RECESSED CAN Project Title: Report date:07/12/17 HT ® LIG W/15 WATT LAMP Data filename:C:\Users\Tom\Documents\COMcheck\476.16 UNITED OIL.cck Page 4 of 14 as AS SHOWN LED WALL PACK 51 WATT N0 416-16 LAMP A-5 T4'-0's NEW EMERGENCY EXIT NEW EXTERIOR WALL DOORWAY. NO AND FOOTING EXTERIOR HARDWARE I 0000�00�0 � ' EXIS COLUMNS ING PO I OFFICE Q REMAIN COOLER I I OCCUPANTS T N=� I OCCUPANTS w m A-I J p� I / ST22WE •_ O TYP. i-V I OCCUPANTSuI0 Y!r--- -----ir-- 5 � X r----ter 5 —� � ZI � � �� ycJ�o �/J j�rcc,s:ch I I A-I I I A-IzTrw .o6 /3.S' ———— — — — — — — 3'-7" �/• 9 l I' XISTI E NG CMN f• OO - (-` WALLS TYP. II'-0' II'-0' 5'-e� $v IY. QV-cr maw Sw✓k REMOVE EXISTING WINDOW REPLACE WITH NEW STORE FRONT WINDOW SYSTEM I WI0x45 BEAM I ( RESTRM /61 x 7 5 97.5/ .._ 1862 112 SIMPSON HDU2 50825 ON DOUBLE 2x6 STUDS WITH%xlb'A36 STEEL ` _ ALL THREAD RODS WITH 10'MIN. I ` _-_TGTIFL GF+�_- 3�S_ CONCRETE EMBEDMENT WITH ` I I N SIMPSON AT EPDXY I \IY Qyyc I I 4 Air zone effectiveness.8=712 Il 7(b'OSB PLYWOOD WITH 8d NAILS - HD \ ! ey _T�GT in CLf �.'r'! •4'o.e. PANEL EDGES AND HALLWAY WGMEN'S EXISTING DOOR TO BE / 7 14OLDO IE STUDS AND SILL PLATE I w I/Lw o' Ov/s AND WALL A CA.RIELD. �'s'DIA.x12' LA iy N-FI Ep AS REQUIRED S f2.nT O ANCHOR RODS FOR SILL PLATE m I � `�� i• S,S� �I' -- " 32'on WITH 10'MIN.CONCRETE `7 s EMBEDMENT WITH NUTS!WASHERS I GJ (� I��i'FUR-OUT AT INTERIOR g (� SY SIMPSON AT EPDXY. f BD.TYP, ye.GYP. ^� r< ifo� TY✓� RECONSTRUCT EXISTING STUD z BALANCE REPORT S, 6 N OCC ANTS ® $ TO BE PROVIDED WALL. RETAIN EXISTING PIPE o COLUMNS I �„ RETAIL 3'-T': Z 56 UP _ „o Z s — -- FAMILY AT FINAL. �aC T F11 ' r,� r��.».«�✓t p o ` Qy JAN CLST. min 712 CFM'S MIN. �rrs.osU�� — SIMPSON HDU2 SD82.5 ON DOUBLE 2X6 STUDS WITH%'xib"A36 STEEL I O6/s _ �. 9 ALL THREAD RODS WITH 10'MIN. RELOCATED ELECTRICAL `x o �• o ® \� ® ELEC.i CONCRETE EMBEDMENT WITH I P ;S 81Mp80N AT EPDXY METER AS REQUIRED 0 4g REMOVE EXISTING WINDOW AND SALES I REPLACE WITH NEW STORE FRONT I 0 2 OCCUPANTS EXISTING DOORTO RACE. WINDOW SYSTEM Y COFFEE BAR MECB//EG EC. REPAIR WALLS AS REQUIRED e OEM —.--. --- �. EXISTYs - _ - L � GAS . METER 1-4 2 — — —3 15'-4"x6'-O"WINDOW — O — — — — 15'-4"x6'-O"WINDOW — A-4 A-4 q� l - - - - - - - - - - - - - - - - - - - - - - - - - -I SYMBOL LEGEND oo I — U AI4 U NEW STUDS WALL NEW AWNING Im I NEW STORE-FRONT DOOR AND xx I WINDOW SYSTEM. I p EXISTING STUDS WALL 4'-I0' T7'-4' a tT'-2' L'lLl11.:Ll717 EXISTING CMU WALL 4' -0 EXISTING EXTERIOR cm WALL WI0x45 BEAM WITH 2X4 FUR-CUT AND FULL THICK GATT.INSULATION —7�—•— TRAVEL DISTANCE ® Z FLOOR PLAN © DOOR NUMBER SCALE:1/4'=1'-0' m NEW EXIT SIGN NEW EMERGENCY LI6HTY3 NEW EXTERIOR EMERGENCY ILLUMINATION•EXIT DOORS FIRE EXTINGUISHER !LOCATE PER FIRE MARSHAL)