Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (54)
STd / UUS?tt 0�N E L L 10570 SE Washington St Suite 212 ENGINEERING, LLC Portland,OR,972 STRUCTURAL ENGINEERINGTel. 503-2544 } w ' 4 ;. Fax.503-254-6761 NOV 2 8 2016 LATERAL ANALYSIS October 19, 2016 } Mascord Plan: 2388 - GARY SINISE FOUNDATION Greensward South - Lot 13 Tigard, OR 97224 100 mph 3-Second Gust, Exposure B Seismic Category D 2015 IBC /2014 OSSC Mascord Design Associates 2187 NW Reed St, Suite 100 Portland, OR 97210 Tel. 503-225-9161 Rowell Engineering � PR©fees 1* GIN Project Number: 4c► 160383 sesszPE 09 0 EG, O 4. p •22,1 ,v oar, RO' DRS E_92.11,10 EXCLUSION OF LIABILITIES I.DISCLAIMER AND RELEASE BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS,AND LIABILITIES OF ROWELL ENGINEERING AND ALL OTHER RIGHTS,CLAIMS AND REMEDIES AGAINST ROWELL ENGINEERING(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCOMFORMITY,IMPROPER INSTALLATION, WORKMANSHIP OR MATERIALS. II.EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES ROWELL ENGINEERING SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRACT (INCLUDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY OTHER INCEDENTAL OR CONSEQUENTIAL DAMAGES. III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION. . . Page 1 .4. ,..p 'till ; r ; •! Li .., . - rc..‘,..\.' , , - - io$'.; I: i—i . . , 1 1 < •, ...! ' I 7 -1.----I 'Oil" IIIIIII,•ilril I".Ili, • rr I ;7 ., ;)" ' ''1•••61.•oilimo ii ammo••maw a a am,a , ii if ., t'71 :' l' .r'r 1sJ ;" :'; ' ' '' 1 11T'' 'T-'' "; Ipp, .F111),.., Ir.\ •'/' 1 1 1 L__ ,..„1..,,, 1.! ,, , , ,„ 4 ,„..... rr•I ., ••,,,t,,,,,,,___-_, .., , • I Ii • ,„•,•,,rr rr„,„._ / [ : W',,i •:trI•r ri ri'Ir-•:Ir'• . ----'•-rfr• -1 i i r i• „ - ,---r ri • rr•`•:1 •A;•""'.• , 1j,-r• r 11 4----:-- :--1. --1:',..---, , ', 1: „ , .. . -- .; - . ',,,',- /z - Q '. p , . .. „, '"r-V-I.• •• — r::-I; 1r 'I• :1- , r• i : i I Fr.;r, " ' • 3 ,„,..,--v1.11 . ,1 il., Ii . : i . q :A : .6.,.,,,,:i.....,„,...urn.•.............•....." -•..,. 1 , > : .i..!,rrii,..,.PI!, , P., , , , h . 1. „, ,,,.:, IA) . '4' 1 t•4,-7-1","' 1 i , ! ! , t., , ' 1 I .' , :it. CO „ co ... k ,............,...,Q...,..., ,,,- 1 , ' X . !III .,.... 1 ; r'r,r1r, .,•-1 4 e on ROWELL C)N T = P---‘,/,1,..L„ I 0 N RM , ,... :___:___k_. , ,I.47/-i (_,, It 5"...;:4LE ',O. • ,-0' SI,EUCT,P., PNG,TEETCPE N'E I .,. ENGINEERING,LLC ,,, , , ,. , , ,..N 106,0 SF PPEE,T,PE.STP1P,STE PP PE iEE:.2,4 OPT. EPPIEE,PE PESE POET:AWE PE PTP6 Page 2 I 7- 03 ! ! --.. ; ,-- ;; ! ! i 1 ,.;‘, ! ; ;; ,-;; co • ; " , ; J - - • ; 1 ! ! !! •;.- ! - ! i 11-'110; 1i1 li; 1111/4,1 !•1 I11 _ . 1-L 11- il.li 1 ,i.ifil .. ..:•{ 11 ! ": 11,i . 1-•!. . 1-.47.1irriii;ti...-1 ............ I : l I EH l l l l : 4H-1J-4- I i illt....4t-,tlls 1 : l 1 Ill111 l li'lltr-ll ililltlst', ', ll Itl ll 'll: ll: 1 I-: ll I i illt\lst‘t, 1 It 1 ! ; • ; - ; ; ; ! , , 1 1 ,-, , , , 1 -}.., . 0. 1 . ! , , , ; . , : 1:--, -?; ; !• !' ; 1 Co , , ; • ; , , , , i1 ; 1111'! ! ! ; • !, 1111 111 !: ' . , i ili 1 ! ' 1, 11 ! ii.24,-,4-11111 111111 41i11- :"- ! ! 11 :11 • 11 • ! ! ! •-,--,•-•!-T-7-71111111 ; 111 1 , 111"' ;'"!‘ 1 ! ! 1• 11 , ! ! ! ! ! 11 1 , 11 ; 11; !! ' ! ! ! , 111 ,,•-';',••. X • I II! ! ! ! ; ! 111 ;! ! ; ; ; ; ; ,, 1 .1, ! ; ; ; 1 , ! ! ! ,, ,, 11 ! !! ! ! ! ! ! ! • ; 1 : 1 : ! ! •1. • ! ! ! ! ! HI 1 ;;;-.\;"-, Ul , ; 11 :; ! ; 111 i! ! ! ! ! ! 1 1 ; 111 ! ! ! : ! ! 1 ! 1--.,.\-1'• I ! 1 ;1 i - ; 111 111 ; ; 11 ; 1 111 ! i 1 : ; ! ; 1 ! : ; , 1,,,;.\•,, , , Is s,; Ill , 11 ill : l IllW : Lii 1 llil, lli... , 1 : l , ' ).sts--, l l I ll I l l I 1 l I J-1-1-11-4-1 ; lIiH I ; ; Ill il ll I 7-tlIttItI'llT: illil ;I l: ! ll ! I , l l ' l , 1 , 1 , : II),...;tst:,,. 1 , , 11 1 ' I : • , 1 , , 1 1 , 1 1 , , , -,-,,,--1 1 , , : '•;;,,,,‘;;::: I I: I I I I I I IT i..-II I II, I I I I. I 1! ! I II -!--II i ! , I 1 I i ! • ! II:II;;;;11:1'::‘,..`,-... 111 1 r1,.......,4 I ! I ! I i-r-M , -0 ! , , , , ! , , , , ; ; : : ; ; ;; , , • , „0: 0 /,- , 1 , ! , . 1 1 ! , , , 1 ; 1 , 1 „ 0, 0: i • - ! 1, : , 0, , 1 , ! : ! , 1 , ! I .0/0 ! I ', : 1 : 1 1 1 , 1 , , 1 01 , I ' - ,1 , : , , : , 1.1.401 „,„0--, 1 ,1 , , 1 1 ,0, /• I 1 ! 11 , ! 1 1 , - 1 , rTI-0:1.-- ,,,T 1 , 11 111 , 1 1 , 0: ,,,,,•:--,-,-T! : 1 : I 1 ; 1 : !!-- /- I , , . , , , I , , , , , ;,--,:•-,--7-.1. : : ., 1 , : ! ' ll :' ,,l: : il , illil l : !!'/ , ; . . ! 1 - ,.• , — !, . : : ! . , , l ',-. , 1. ' I l : l : ' .-ll.' ' ll ' 'll , ; ! , l '.. 11 ili t IllIllll ll ' ll , l ; '!. t.l Illilllillijii!"/ l II ll: ll ll l. l I l ! i I I 1 lli----1.-!ill i I I ll ll , l I I I ' l' t : P. : I I l • l,...i.::,/.' I. ' 01 i i- , ., l ll t.• ' l . Ili ii:,...JA.:72,r*zit,---..ttl !--;;,----z:,-" ---;!. ', ••;, l l l ill lll' lilt t l l t I ll l: , : ! ' : '' • 1 I.! ......l.i.:. ..i I_E... I Ri. =:, 1 ' . = illiir•••=usammisamissaitamm, 1 .• ': r--1- 1 'T- '',!"*.•-,,--17. 1110;, , ..... oo 1,..: . M, r , 1,, ;1,, — I -- En II ROWELL .,,,, , Ii 1,./. " / i .1*.". l 'IG'.-17 E E,.../ ...7-10N .n. E ['lit ;N." 1 '• r-c- — PO :— 10,221 S otS, P , E,.. t+17:.I,77,EN...,ER1 NE,,,...GL L7.,:, PERE. '.,:1 ... . — . ,.. . -44 -4 Page 3 ; . 1 .e., 4 .-.41. s. ; . 1 7 1•(7, i! '1 "1- ',- '.-- ., .; ,,, i 4 ! - 1 . : 1 . 1 . , 1 , 11[1:1--; ' ' 'I ril 11.7:.—.:11„,'1-, ; '; i J.,• } r.i."‘:'',.' I I sammiwasiours•urimemammo•••• Ll......i._.;,. . : —.. . , 41 . tt. : 1 —" 111 , 11- 1 1, 11 : 1 1—i'dddrit : t1 : T ; ,,I ;i j, : ' 4! 1: ' ; r, • , , I ! , ".,‘, . FT 1 il ..i. I , .1t, • . , 1 '„ i i.: •.: , : ,; II,,,,„_...,,s,..,.,..e„ , .__..,.r.--1, ,,----.:.,..1 i':, 1 1 .,,,i, , . 1 , 1 H : . ,.‘,.., ---r— , ; , , , , : 11; :,... .Pll 010101: ': 4' :4 lei.: *4 1.44H; II!dm; a a,um**I*****1 am**8 I ill' , ; yi •• , .., 1, ,, •; 1 :',;., ' Hi ;: ; '' ' ;, , ,.;',. ; • ; • • i' ; ', . 1 ,P, ; 1 , ; : : ; '' „ „ x . . -- - CIE : 1k..a I1 •46(. 11,1:;e____ It ROWELL ENGINEERING,LLC ;WI CCI . EC71C,N POOILAMD.04 97,6 P8,1,03 2.,4 676 i 00 . _ Page 4 — .:11 03 ; 1. . - :.; 1 : I. . ; ; : ; ; : ;6„iii.•:•awn•s amp•s moms a a mmusi islim , -, . i, 1 , 11 ; . ; ; i , 1 : •;! !!1!),, ! : 11 ) , ', ! 1 : 1 : : 1 . 111 ;1 ' i : 11111 l ', 111 ! 1' OW111111 ' 1 , 11 :. . . < 1 : 1 ' 1 - " : ' : : 11111: 1 111H111 ' 1 ! 11 , 1 11 ' 111 : .' 03. .1,4„;,..1.— 1:111, 11,7-71-1 ' Hu , ,, ,,, :: , _ : : ; : ; : . : , ;• ,,%,/ 'NH - : ;. : ! " '": " I ' " " i IH , 11, ' 111: 1;•---;,;- 1' -, ;: , -; , , :i :1 , : , . ,. ,; , . . ; . . . . . . ID : . , . ' : 1 , ' ..a' a,...1 : II•1111.111111 111 MEMO II 01111111111 I•MEMO•III NEM•SIMI ki, ci. , , , , , ,, ,,,, , ,,„,..... . . !!,1', I.: . ,i, IA:,.,„„,,J.!! ' -4'..: ----. --' '' , ' ---wis ' ,,,, ____ ........„.„, ._____„„_„..... __..... ._ ..„ ., . Il R ROWELL _r______,- =...-.1 =‘,. /4„TioN EN —1--- , L....L._ i , ,- - , ,, ' SCALE ,..,e.' = ,-0' 2.1501.264 oios ENGs,IN,t7n7,17,, L,2LC,629, f • Page 5 DATE: 10/19/16 PROJECT: 2388 - GARY SINISE FOUNDATION WIND LOADS LOAD AREAS 1-ROM GAL) LINE A B C 0 LOAD mean roof height, h = ft 111 6 163 52 56 4097 least horizontal dimension, b= Jft 0 0 V3 20 61 194 55 5321 a=min(0.1b, 0.4h) >=max(3', 0.04b) 0 0 O 0 0.1b= 4.8 ft 0 0 0.4h = 8.8 ft O 0 min = 4.8 ft V8 223 161 5735 V9 29 101 50 167 4952 3'= 3 ft 0 0 0.04b = 1.92 ft 0 0 max = 3 0 0 0 0 a = 4.8 ft 0 0 2a= 10ft 00 0. 0 roof rise, y= 10 M1 121 2614 roof run, x = 12 M2 176 3027 arctan(y/x)= 39.81 DEG M3 57 38 1885 M4 45 85 2230 A= 21.6 psf M5 208 3578 ' B = 14.8 psf M6 355 6106 G= 17.2 psf M7 47 129 34 103 4725 D= 11.8 psf M8 321 5521 M9 115 147 5012 M10 283 4868 0 0 0 0 O 0 O 0 0 0 0 0 r - 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 Pai0e 6 ' .! ! 'r. . ' 11... k , .,',. il. .,1 . , 1 1 , '.1 2.0 PLR 04,76 41., 1 ' FLR NU, , ,I i , t h 74..) 111 I 1.11 11 .., '-- E.,'ENC Si-it,t,. = ,NTERs.E.C*INr.or N il 0 I 111111 11=1, , r, -.41, ,. , 11 LL 111 '11 :1111 II— '-'71 ", I' 1, . !..'" . _ / "1 ,..i / V . , . . , 1• . , 1 -,..-- ,...,/7 ,..! ii t.. ., ...,./ .., . ,.. L.11( ); ) *---'.EC. RI-1 1. 1 I> 1 1 En 2388 LiPPE--... PL._00 ) PL..4,,N MM itoadf4,1,06, it ROWELL _ ..._ - ENGINEERING, LLC c c L I r C., I C.:1".. S'n-tu,„rs...,,,AL LNC,NEE223.174C .F,..... :;177 SE OdERR.770n 7,1,7 f.., 72 4.24.I6011..4237 oRRSLAN72,OR 972.1 221775014 104 5761 — , — ,,,,____ • .„,-;‘,,,, - , Page 7 i : i ril) , . ......., 4)!E ! i . I i 1 1 , I I . I I ! I I 1 i i I I [ , I . I , 1LT r_ . ,..„, I , , } , NNIG., I 4 . tl) 1 ! i 1 I I , 1 I , 1 I i 1 ri4,I) rJ1J Wr, L . . 1,-, , L a/c4p.511k4P .. .S..7a4ND SNI .,:..N:,.%' N.-E,TENC',-IE412 \-Z'4150,E 11.14-L T4.+R(7.6N G E AT R . * 1 I . <'-rCEN I , I . NI , , „1 --77---. 9 I \ ! H 1 i i --, . 1 1 1 . 1 1 ,iifj A 4 ., -i 4 , >---.-T• ...---- I : I 1 [ 1 . . --- -1 <,-1„,,,i A. I ..., '.& 1 4) C.- ...', I n LI, FC - ER W 41 x.ROLINF e, . t A, / , 0.S OESL JST 4 -J/ i , '`,7-7.!'s: • • • ' ,r-s, ea i 1 lei 1 1 i 1 , ['fp ---.--- , Li it 13 IP- [L .c., ___ ,—...__ 2388 Nrtz-L,IN --.L__Oc), pL,L,Non R gin ig„..1finiL litOWELL r....arENGINEERING,LLC _, cL_Lc , , ,,N T.... 1, t0.6?*St 1.Soir,ith St44,1"lit 2,2 99,503,296,46292 0003(360 co 9,2,6 ray W'll 259 „., _ — - — 111•1111111111.111111r .1 J 0, 11 (..0 I: Zw CO it a) ' CL. Za , 1.6.•W' -; 1 i \ 2 C., 2-2 -2, ; 0 I 223) • SHEAR WALL SCHEDULE • 0 • HOLDOWN SCHEDULE • —iiik 01..c.c.. Ti,"t,,., ' . "SVNAlq(; c---)NE 111.1111.11111111.111=IIIM 1 ,, },,,,,;,, .,..„,. , ,,,, ,,,, ,,,,, MARK;101)42,21.02,A; 0,020;rENC,,S ARA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) ! ,,,,” et S,B,BA,BP;10-220 0,:1,02 22,."-20 2,1 12,10E1g: , . FC,lc Oit. 0).:5;.(e)::73 1 sc;i_E e l '.•;AL.,,,PLA1 L , ,..........,I C00000 i.X.0..0)/0,00/)05. A:A.0D; r „...... ,, , NO n E 5 1.'n;::::::'' , . ,, ,, (3)Ixter,,c,I., ,,S. IA 4 i'2. QI. t ,,...1' ...:3.1.0'A, . 0oAcii., 0 DA:. DADDAi 4 00102202221 000,2 202 rix Xx 20222001 0 000 .. ,„,,,C.).,CSI C)..H ,0 Arr.,' _,-__ ojnocno 0cooto ea . I r- i 4( — — :,,DIP.,X:;4','V no A.coa A,DD.reDAJD.DFAD ''A' .'''' ..'CI€ 1 ri" 2 C ! 2% 1 48,-0 C i i 0 13,a X.4.2 ,,,,BB B,,B Is 30.WO As --)0 „,,o,o00,00 : c.O. .0......x.,D. PDD,,A ! , . A-N. 1 , .r.a..1 40,0,0,-)(A.AD. .0 0, --- :1-- - ! 4, i 1x x 1”.i 1,0-,Pc.c.Ac),roos)Cco0,1,c.SK )" c DXXA 1.D.A.. , ,,, ,, ,, H1 X' xa.orcoo cox Dr A CA.....)A A'DDI A4 AP D.P., A:7A> : A A' D A A. 4 1,U i e 12C 26 !46 n/C I ,; (r) ! .:;,..nnantzt.von n, ., _ ---; . tLa 2 , ! . (-1; "1 '20), 22222,200 ...ADA D A,'A.:, P PADA,AAA ..` A, ''''" .i._ .f. -,,, 72 ;.01,9 i (A),,,,,m,,,,Am):xis, -i)x2220222 0,20 C)1 c. o.A 2 o.... 3. AC 1 .r.,‹ 1 )3 0(2 2 020e:(4) 622QQ ICUSA12 006',. ),''.'`..'..'".. 1 34-2'0 0 2 2 8.00 0 (9)t19,14,3S 0,:"...,0 SAIV,.0(04 C.0,,,,,,,e0 A 10,, ,/i ' ., ''''',,,, ' .' 10 A. EPDAPD 2x oto.), Wo.A.C.) 0 0.ox..0,0,xocco 251:'.,)' Z Ao Xiltr 000..3AD Q . ,„„,D ?..102 2,23,2 2_22 202 , 2 - _2, . ;(0)OAST ix x 36'xix/(til,x2221 0000,0222 0000 0024. x2222,2,x,20X-2220`06222 2230)tty.I z...,,,,, I ',,,,, AAAA x x:XX1 '' - , - '2- 2 06 ;22 21 . ,un ,.., ..57 xxX0021 16.d 0,002022 0 022222x,222022 0,1 1 - , ,..., 'C' ...,.... .. . . ! . ..,.„ .. 7 , 1 1',)CUST,)X 601 off c.2.,20.,2222212,2),')0 x220.,,02.-x'., ',20,2201,x' ,,... BAKB MB,p,11,,,.S.,0,1::, , 5. (f)' , ,." 41A •s di' ' 3- A', ; , ,,,,.. ,,, 2%1 20 0.c,. ,,,,,(4), r,, , Y.A.C.O4 01(04),bx 0-0-21,.202,x AA - 2. _ ; AS 1 20n CCI : 80 i 2_, , 21xx(23,163 00200,0 0.0xx 500 \Ai/ : D..e.,Pi,DA, i .....i I ,XIDA : A...SAPADD ....Z 5-0.0 I 3), EADE 'II".... 1 1 I '“11(8) Lae 51.2Ape.A,,U.10,4 21 11202 .22 000 2222 - ' irIn)In nintn,,,,,,,,,n5:5,,,x-,,nx, x1,,,.. 'Alixnx.Al'x,n"aDn*Di DAD PC"5,.{I :20.:. 2.23x 1)AAA. : ,,, 1'15;i 1 :0 U14 \' ! t10.0 00 co,00,10 ;,',, 'n n. ,1;.:', Z ., t FX3ni ' , ,..._ _....,. ri 'Aol .........- ' simaimmi• . :. 1. . Page 9 EDGE NAIL INTO 2/ ELK:CI ----„, ; SMEAR NAIL so....4. -` — 7)/ !I'''''''',1 "Th"TIK ING 4 4.....-S." -,---PER SCHEDULE „.- ---,---------- I/ „it,/ -.-,- ,„ ....‹.-- ----- 51---IE 4.1%--I ING ,.- --..-- PER SC--HEDU—E „-- , .,:-- -- --- ,.--- --- T „, R1-;SF.-/ ,_-- 2/ SII TILJDS , , E R PLAN ,.----- PER FL 4N ' 1 ,., c•(,),.,..E P_ TE 1 I , / F.-ER Ft 4N EAR NAIL NG , PER SCHEDULE -,-....-:- i i -TE:`,.,G NAIL ,. i 11 FER SC.. -J.EE,T)LE -.' 1; III I \ I ,I LI/ 1._..L._ I A.” ..,-- 1--- F 00F<- jCISet t...-- 4 h'i '47-•E R -- PE R FL 4N F AN - --I .-- — 1 --- ,-_, ___.. ;.---'''''RPEND I Cl2.-Li 4_AR FL.OOR ,...i../.7,I)1::;-T 5 X X E)i__TiL.11 ----`'‘. ,' 10-2L------ -16 is ii i ROWELL / Of / ENGINEERING,LLC ("<"'11. 1 ,... ' 1U .5/0.AASAANATCA.1,..1 S,1- PM Ri tAA3 154 VAR POP,AND CR AR.. FAA r041 154 6,6 / /MIN. H/3.5 Pa9 e.10 • 4,_O„ / / SIMPSON "MSTA30" ` EA. SIDE, (4)-TOTAL • • HEADER . .• -\. (CONTINUOUS) • -• - -; -.- -i. -PI CONTINUE HEADER .1. 1 TO BLDG. CORNER 4 Z 1,1NAIL SHEATHING TO I�j • • HEADER W/ 0.148"4) X d , �I 21/4" F. RH. P-NAILS e • W B 3" O.G. OTH DAYS z .• t WIN 0LIJ W (OR OTHER OPEN'G) _ _ N • • 15/32" APA-RATED SHTH'G J 1111 ,FROM SINGLE SHEET, Z I'' FASTENED PER SHEAR 2 j I• SCHEDULE SPECIFICATIONS V AND NOTES --J. ® I - BLOCK ALL PANEL EDGES zPER SHEAR SCHEDULE • 1 SPECIFICATIONS 4 NOTES _ • IH Z t • • • ' SEE SHEAR SCHEDULE AND ill NOTES FOR HOLDDOWN SPECS U- / kr) i .7:7L . . .ie 1:_.;L__ . \ \ hl • 1 • II II II II II II Li L /�� NA OW SI i A FAN L NO SCALE (REDUCES PANEL HGT_) NRWSHEARNOFDTN D1RAIJING NOT TO SCALE ----A- M. EINI [IMEIE111,39M DRAWN 8Y- JX. CIVIL- STRUCTURAL ENGINEERS DATE- 02-2 3-11 10570 SE WASHINGTON ST. STE 212 PH, 15031 254-6292 SC/ PORTLAND. OR. 97216 FAX: 15031 254-6761 . . . Page 11 ` DATE: 10/19/16 PROJECT: 2388 - GARY SINISE FOUNDATION vem1220DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 IBC GY: WIND SPEED: 100 Adjustment Factor for Building Height = 1.00 EXPOSURE: B Increase 110/B wind loads by 0.:3 SEISMIC CAT: D to obtain 100/B (S05=2/3 Skis) 0.850 1.28D8U 1.02 U R: 6.5 snow load = 30 A upper: 1657 mean roof height, h =IMIN22 ft A main: 2967 A lower: 0 V=1.2S"sW"JR ASD Load Combination = v/i.4 WDL ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15 188724855 3900 2786 EXT. WALLS 10 8' 171' 6840' 1073 767 INT. WALLS 8 8 125 4000 628 448 BRICK 40 0 0 0 0 TOTAL 35695 5601 4001 , MAIN FLOOR ROOF/CEILING 1S1909 28635 4493 3210 FLOOR 10' 1058 10580 1860 1186 EXT. WALLS 10 11 250 13625 2138 1527 INT. WALLS 8 11 75' 3270 513 367 WALLS ABOVE 10840 1701' 1215 DECK 10 0 0 0 BRICK 40_ D 0 0 0 TOTAL 06950 ' 10506 7504 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 0 EXT. WALLS 10 0 O 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 16895 2651 1894 DECK 10 0 0 U BRICK 40 0 0 O 0 TOTAL 16895 2651 1894 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (plf) Floor to Floor Holdown Floor to Foundation Holdown Shear wall wind/seis Tag Load Type Tag Load Type S 200/260 1 1500 umnT/uxon^ 6 2684 STHD14RJ A 350/350 2 3430 cwor12x48^ 7 6090 HTT5 B 000/600 3 4700 omaT12x60^ 8 7870 HDU8 C 896/840 4 6210 CmoT12x72" 9 ' 9535 HDU11 D 980/900 5 9215 cwer12x90^ 10 14445 HDU-14 E 1280V1280 ? 14446 to high F 1540/1540 Page'12 DATE: 10/19/16 PROJECT: 2388 - GARY SINISE FOUNDATION WALLS LOAD WALL SQ, Ff, LINE LENGTH OF SHEAR WALLS(FEET) TOTAL HGHT. BRICK NOTES V1 4.0 7.2 4.0 15.2 8.0 0.0 V3 14.4 14.4 8.0. 0.0 0.0 0.0 V8 23.0 23.0 8.0 V9 4.0 4.2 4.0 4.0 16.2 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 68.8 M1 19.0 9.1 31.0 59,1 10.0 M2 21.6 21.6 10.0 'M3 6.6 3.2 9.8 10.0 M4 5.0 5.8 10.8 19.0 M5 4.8 4.8 10.0 M6 3.6 3.6 10.0 M7 7.8 11.0 18.8 10.0 M8 12.6 12.6 10.0 M9 3.0 3.0 3.0 3.0 12.0 10.0 M10 4.4 4.4 10.0 0.0 0.0 0.0' 0.0 0.0 0.0 157.5 0.0 0.0 0.0' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page 13 DATE: 10/19/16 PROJECT: 2388 - GARY SINISE FOUNDATIOI WIND 110/B 100/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. V1 4097 4097 3386 15.2 270' 223 0 0 0' 0 0.0 0 0 V3 5321 5321 4397 14.4' 369 305 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 V8 5735 5735 4740 23.0 249 206 V9 ' 4952 4952 4092' 16.2 306 253 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 20105 M1 2614 4097 6711 5546 59.1 114 94 M2 3027 3027 2502' 21.6 140 116 M3 1885 5321 7205 5955 9.8 735 608 M4 2230 2230 1843 10.8 206 171 M5 3578 3578 2957 4.8 745 616 M6 6106 6106 5046 3.6 1696 1402 M7 4725 4725 3905 18.8' 251 208 M8 5521 5735 11257 9303 12.6 893 738 M9 5012 4952 9964 8235 12.0 830 686 M10 4868 4868 4023 4.4 1106 914 0 0 0 0 00 00 0 0 0 0 0.0 0 0 a 0 0 0 0' 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 59670 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 Page'14 DATE: 10/19/16 PROJECT: 2388 - GARY SINISE FOUNDATION SEISMIC SE IS. TOTAL SQ R. % SEIS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT FB L-R SHEAR SEIS. SHEAR SEIS. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR V1 X 4001 703 42% 1697 0 1697 112 1.00 1.00 112 O 4001 0% 0 0 0 0 1.00 0 V3 X 4001 954 58% 2304 0 2304 160 1.00 1.00 160 0 4001 0% 0 0 0 0 1.00 0 0 4001 0% 0 0 0 0 1.00 0 0 4001 0% 0 0 0 0 1.00 0 0 4001 0% 0 0 0 0 1.00 0 V8 X 4001 733 44% 1770 0 1770 77 1.00 1.00 77 V9 X 4001 924 56% 2231 0 2231 138 1.00 1.00 138 0 4001 0% 0 0 0 0 1.00 0 O 4001 0% 0 0 0 0 1.00 0 0 4001 0% 0 0 0 0 1.00 0 0 4001 0% 0 0 0 0 1.00 0 0 4001 0% 0 0 0 0 1.00 0 0 4001 0% 0 0 0 0 1.00 0 0 4001 0% 0 0 0 0 1.00 0 200% 0 8002 M1 X 7504 959 32% 2426 0 1697 4123 70 1.00 1.00 70 M2 X 7504 545 18%' 1378 0 1378 64 1.00 1.00 64 M3 X 7504 526 18% 1330 0 2304 3634 371 1.00 1.00 371 M4 X 7504 300 10% 759 0 759 70 1.00 1.00' 70 M5 X 7504 344 12% 870 0 870 181 1.00 1.00 181 M6 X 7504 383 13% 969 0 969 269 1.00 1.00 269 M7 X 7504 673 23% 1702 0 1702 91 1.00 1.00 91 M8 X 7504 796 27% 2013 0 1770 3783 300 1.00 1.00 300 M9 X 7504 769 26% 1945 0 2231 4176 348 1.00 1.00 348 M10 X 7504 635 21% 1606 0 1606 365 1.00 1.00 365 0 7504 0% 0 0 0 0 1.00 0 0 7504 0% 0 0 0 0 1.00 0 0 7504 0% 0 0 0 0 1.00 0 O 7504 0% 0 0 0 0 1.00 0 0 7504 0% 0 0 0 0 1.00 0 0 7504 0% 0 0 0 0 1.00 . 0 200% 23000 0 1894 0% 0 0 0 0 1.00 0 0 1894 0% 0 0 0 0 1.00 0 0 1894 0% 0 0 0 0 1.00 0 0 1894 0% 0 0 0 0 1.00 0 0 ' 1894 0% 0 0 0 0 1.00 0 0 1894 0% 0 0 0 0 1.00 0 O 1894 0% 0 0 0 0 1.00 0 0 1894 0% 0 0 0 0 1.00 0 0 1894 0% 0 0 0 0 1.00 0 0 1894 0% 0 0 0 0 1.00 0 0 1894 0% 0 0 0 0 1.00 0 0 1894 0% 0 0 0 0 1.00 0 - 0 1894 0% 0, 0 0 0 1.00 0 • 0 1894 0% 0 0 0 0- 1.00 0 O 1894 0% 0 0 0 0 1.00 0 0 1894 0% 0 0 0 0 1.00 0 0% 0 • Page 15 DATE: 10/19/16 PROJECT: 2388 - GARY SINISE FOUN WALL SUMMARY WIND Narrow IN6t CONTR. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/nares w/o HOLDOWN sill NOTES SHR increase SHR W S SHEAR incr incr plt. V1 223 1.00 112 X 223 1782 S S 2 OR 6 2x 0 0 1.00 0 0 0 0 OR 0 V3 305 1.00 160 X 305 2443 A A 2 OR 6 2x 0 0 1.00 0 0' 0 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 ' 0 OR 0 0 0 1.00 0 0 0 0 OR V8 206 1.00 77' X 206 1649 S S 2 OR 6 2x V9 253 1.00 ' 138 X 253 2021 S S 2 OR 6 2x 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 0 OR 0 _ 0 0 1.00 0' 0 0 0 OR 0 0 0 1.00 0' 0 0 0 OR 0 M1 94 1.00 70, X 94" 938 S S 0 OR 0 2x M2 116 1.00 64 X 116 1158 S S 1 OR 6 2x M3 608 1.56 579 X 608 6076 C _ C 4 OR 8 3x _ M4 171 1.75 123 X 1711 3242 S S 2 OR 7 2x M5 616 1.04 189 X 616 6160 C C 4 OR 8 3x M6 1402 1.39 374' X ' 1402 14017 F F ' ? OR 10 3x M7 208 1.00 91 X 208 2077 S S 2 OR 6 2x M8 738 1.00 ' 300 X 738 7383 C C 5 OR 8 '3x M9 686 1.67 580 X 686 6862 C C 5 OR 8 3x M10 914 1.14 415 X 914 9143 D D 5 OR 9 3x 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O OR 0 0 0 1.00 ' 0' 0 0 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 00 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O OR O 0' 0 1.00 0 0 0 0 OR 0 0 0' 1.00 0 0 0 0OR0 0' 0 1.00 0 00 0 OR 0 0 0 1.00 0 0 0 0 OR O 0' 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 00 OR 0 0 0 1.00 0 0 0 OORO 0' 0 1.00 0 0 00 OR 0 0 0' 1.00 0 0 0 0 OR0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 ' 0 OR 0 0 0 1.00 0 0 0 0 OR 0 - f GENERAL NOTES LEGEND VC01 5to ;;Thcz__- ,WIND sun: ' : ANALYSIS . SHEAR WALL SCHEDULE * •FRAMING CUP SPACING SCHEDULE 0.C.* , 2015 IBC A,,,,„GiNft9k 1 : ACXELL 4; 58$57PE Tt I omit..j B 1,` .-ET%-irr'71.'6@211* 1111111111111111K::::-:111:1LI t,t, Htt,rtte,s etnpcSt-tt APA RATED PLYWOOD OP ORIENTED STRAND BOARD t 1 7 'LI A"Az COWLS S. 70,01(0,*..,,,,,,S 777,7`.0 77,,Ss 9007070,0 =SKAN.AT,tt .0II, , I07.0..-. ((AS ...j-J., _,._ , 1 ,.. ,..,c, ,„:::,.(LA COMM% X 3 LONG NACS 1 • I i EAT F. Eir REGOit, li.1 CO 1 1 r"Sn:"!"-k,;"8!3",..!''!'/I SO!!E.; 88!0;ATI — (e), .777710,0, wors 7,07 TA ttt.titt (3: !,,,A;A03,0.3 TX6 i r ' S'S et,CAT, C AOA"::22,\V8;i' haul Z P.5585 I" 7,„:„."7-1 I !OM! ,- "...f3.,;.":"I'I!3! ":!:!"5c'P".!°. ...., I'7:: " T '!":r's •:"`":: ' I ZIP ‘3132.4 4)°(ARC z t, , Trpf 1 „_...„, : I8I, I 85\ I S0707.7,1 I In S770.A.k Vii71.,0 ,spA . L5,50. ; s 7,,,,,,, .A..-. ,70, P:t../70.I.S,71.: . i I CC i5 ' I 1 LI'7 A W 2 il: ., , ] ,e , 1.3 27 I YO I , y . „.1 .. _ ! i .7,7 te IsleI70077.4i D .07,00,1 E Arm " I;3r5I;_)7.7..E.70 0,1 70S . . 0 Z , , 1 , ,',3.3 ? 4,. .7 . 10' ' 037 ”..7 -r- —I i-1,r,,r,M.A.AIS.:4 I I 5 ;t Aro Z g ••.,;' , r „ 1 r"0 c /8 ,O 1 , 1 _ i J I At : Att I .12' Et 1 se0.0.7.0.7sts 7s. ,notatotort, 07.1s p,,717,00‘10707 1 :,.4 1 , .,i„,..1.,7atit,vtt,8 ,,;5, ,...,;,:,,2 r 8c . l,I 1 I WM la 7.7 ' .3 I i - I - 3, , -—3 /C\ f,f; ' f, , .6' f3,,, ,,,,,, 3,3,3 AA, it ,s AO _.:,t al 17.7% , 3--:3 ! 2, cc c4 I,,,,,.c, igr, 2 ,, i ,0- , 1 allia ! ,...--- 1 , t , . 8" , 8" ,eS TAUT A !:;;;; 5" .0,10,7 w.77,5'1 ....nt..... s7.0s Iss .PS AMA' 2 ,,,,,,,, SI ttt het, A' I ;77 SIS I .7"0, ' -1.77 22",I.I 0 1 sss, 1 '77771 7&"7.' I :IL.. . M 2IP.7.,. A' '70 1 7I A' I 1- q0.707.4,1 i I 1 1 ••AAAA 30 5355,55: 0 3.3W 5 1 , F 0, o' 1 C.0' ..IV'I 1 ''13'''3:331. ,',.. ; ' - i ! I ,,,,I '4.' 1 T _ 3. 0'00! 1 ; . i--- - - — 0! i "T C 3',"0 C 3. 330:0'. snn i:,,,) t.' , ... . 1 , . ... ,, AIIIi 51,35 ,,, • .0 1 2 (7 7.. 7 7,C : 3N 2v ,s7,....,77. St0I p,..h, \ .....t•1 , , . ttY J.,et 5oao 3e3 IV A " 1 e 000 is se I470.-001.7 0/7777 7 0.7“,0701.71.7 I . . \. , .1 - . 0 . 51EAPEE \ / ME <,,,-.07s Ses...s..:17 0..'400 0 PPS V.71. I .....,1\ \ ,.\_ ICOserN:40.47 \ 1 AS 747,A ess.....,..tw,,,,,,,..,,,t, .tts.txr I • ):•• •A•••;:"-: •I:I • •• , 8 13 IS 1 0! ^5.5.5.5 Au.,,l,":.0 ti.''..,i, LfkeR '''". = ' •t/ . \ j,.I ' t%''NetZ".'Ezz4' 'CORNE2 a 7,,I,'.,',I'8174;;;;;;'A••••••A A:AA••••AI A I'.A•• II: 1 I / !I NAIL BiJEA1,4-4NO TO 5,, , /• ; 1 I I rtAACIE.C.CIAG,5 / "r8.A At8i PrNAIL6 A 1 !r,A'8,8.3,9,,3 c A!n 55.558 on ot.orno..A, ,,\ 1 I i 01377*0 3A".0..9,'9.,LA 017.00.7 207.0..Is, ,I/II II 1E (A'CC 53384,,,,,,,, , / I i I ,c RH F:55 5,ne.000,01*,(...t,X 1 t 1 ' WINI-7-'0U/ 'kV's, I • 1 0 7,0.7.770,rs.0.0 VA 0 II 3'.0 ao.7 is.7.0s, . I P., ,,,,,11."...kl,1,,...ego, ill ,t OR 0705.5 CEEN'a/ •"'":. (,) 1 0 In I II / 1 . : tt FLOP, t \14:::4 ,,,rtt ,,,,.„-- ,54,33.5318,A,AAIEC Ar.0883. I..I It!885,85 Aka 0s7.0 07.0.le, II .1 ,. g SACAE 5-CET 8 III L \ ,,I .-01 , /•:,--' uIAAAA1 - - AAATEN3L;PER SAELE . \ i 1 („ 1 0 .,_.....„„„, Ss 77,,,, 6.7004 2%100, w.5.o ote,et to.no A II '''I '...E.C.3...3 SFECEACATIC.83 5, I rilinit I II I ;'•' I ! ,1 . , I.,3I•10.1 .9991.99.9 s.r.eav,,41 PER 3.-EAA 9.C.8338.3LE \ en 4 , 4 4 .0, 14 \ 1 SFIECECATION3•t.,,•gt \ 'ul 1 1, , \ , /,- c---35TENT3:55EAA 111.11111.11111.11111= ]!,•,0,1.X 000..s/I2,`6.7 909,109 9'999,9.929,e AtIor.TSECXACIA , I 077Asst. 10,9/I. 0,0 StS1770 A/(A,Its:0,7.0,0 ALA.0, 1 11 I:l'IS \ \ 1,,l/Ili 34TERCTING, I I TAT AT).91,1'9,,,r'''''''''''''II' IS,s1. romalrumall s....ss. ) \I )/1/'r/\'.I 177 .555E5‘71.t:!g,..F.,,..E,,,, , ili .),,,,,,,,,,-,c,,,....,-, .07 . III E----s ) III r....ir.-- , = .,,,,. H===== i 14111, „..- Ili ,C...-- / ' E---0 , \ , ,. • HOLDOWN SCHEDULE rt ://••-;••••\, NA-8OL. C":"''''''."L.'R ,,".1‘N.'-''' , / i, ---4,-------, ‘.,-..-/ 883,SCALE "RED14E.A FANEL.4:VI.. IIII7.7I'IIII7II.I'II 1'0, l' / k' SSAIS0: 7S+1.70500 ; 7.7388517 ILA:FA:CT:11 cts / I;I I :•\ II (3) 1 v(kc.c# i ,, 0.b's) 1 "th.'R. a , ., , . ...,. .,, , ----. I '-- .1 \' s— , / 1:,,... L . -.... .....7,-..... 7'700s , 1 ,„ , 700.7se0 ,p0s 0 7 sr T / , i c.,s,4;, ,,,,,, ,,,,„.„ el 30:"...-3 ' Tu"`"':'""":"•:""" : 'I.. I : A-AX8,5 0! !!' II i,--- ____1, „: •Arerit ,_,.......T.„. .1.,,;,-;.:.:..N,.:,;....,,..,.... ...;:. 1 (1,7III . . IIS...,...... 1 .,,,,„„. / i I .7-7III IM,0711 .7 07 777'7-0 II'.4',I 'I''''' 6. \ ' ' '; '' ' II‘, ' '' I (9 ' 1' ' i,fr , i,,, I I ' ,II''). ' -4;.9,'"99. "....e! 9. — ' H " . , , 1 , / i I; • : ! IIIIII ':' • A'Ao'-\---3 ik L'•::"";' I t'I:n Int.rn": : I ' S I \'8: ; A.A4 NA., I - E_OCK"..e.,. PEE 5C5EC35E ;.. -...„ / il--. -,...-- / E.. c..444F042. 4 4,,,,.!,rz- ,,444<>' * III ! I 1 \\\ , ' ,,,-` EE8 ACC3.: : , Al , , It-t-o,,.t.,.., :. , ,-..,,,,... 1 , ,:- ; . :,,....63.:33.5 , 3, 'P3A A8,Arr. : , : : A:"A.p._,,S0 , / , ., ^ : III'4,77.I.I.tr ...s,,,...„,,,,, . .. ::,.....•--r"" 'Hc=::>P-Ir--H-----':...'-',. ;:-- ;-'Y -.":' 1 '":,.7,z.....- To. , ..,,:,w::,::-. : ATE A-A8 t no .. • 23'8555 , N, .. V' '-',„„„ i *"... . _ ,, , ! (LA ALA .A' t " 1 ! ,.4, 1 —",?....,.T.: ,.,. PES•IEESCIA- E'APpLII.4"I'4::: 11' ...rII;...";!---.3"'• ED`'E - '' j.'", /11 / 1 \s" ALASW, I I , .,,,, PEE 304AC:-..-E:c,„,_ r Y\L 1r :,. i / _., . ,c,....,5,,,,e,.., , ,' (.1.). . . ' , A III.:ti:Ig e,:-'.....:Z.`7,1 , ELAN- A3.An8,58 ! /' . .41 .mos.= ,, im................. , .4,4 . ' .3'. u71,4;4,,..n,,, ." 01). m(,;z,z:3'.'T.,4 I I':' / I 3 , C3 .tortr,rtl rAI: T: T.I.I>‘II II3/ SCONT iN.,.i0L.j.9,-,.. II-Ii....I.....T I- LCC I.,/ - I : . ., .C..... ,., . . - 4. . : '4-..--J-RO.FR S4,--4E.L. 1,44.,LL F-44...E.46-E NOTE: RM 251 SNOW LOAD -,., ., , .... _ _.....AER.A.NIC C0-AR ALCCA JO i s,, i . ... 1 , "!•.,E 'OP OF EACH 6,-i.EAR.WALL ti.t.J.ST BE i t'4,- I; `„.49..!.1;c.--ONNECTEo,TO T.-1E-7 ROOF SAE,c,",4,No OFI , FLOOR'5.-EATI4INO -rt-E B0' 0"OP EACH • Si.-EAS WALL_ Mie." E C.,.:ONNECTED "0-n-LE ' .I, .7; '.•,. ' P.00R SHEATA,NC,OR FOiNa•t,,,"ION .-.,EE ; i,--Y.- (P.;,„..4 t. tt , a :PI.OAL CON:NEC:ION C.'ETA,Le,FOR 7 , A',t , .7t.P.7t-t,S,Ptti'?t*-t mottr,oisoitt,/ trr:, APPROPRIATE CONNE4O"'ON . L5.1 , t'•,.1.,. 1. ! , i it. t c 9 „.._. =:LI'7-.:7 n) ' a 0 PL7--,N , .,1.. . . , . ... ,........ , NoimmIrmilli 9CA-E t 04t ('LA' 1 Li : 1 I 2388 . , : Roola L ::::,,..„.„, ,,,,,., , ,,, ,,,,,,,„EI70,400770, _ .... . ... 1111111\ . a 1 0 _. i 1 ‘ki iii.> „64 ,t;Ta SO '4, ter---- ... T ,......... / / \N. / z , / ,,..,/,'I.L\ .Tit>C4\ / —"7-./' 41 ,L- . \ ' \ m •, • T n 4, li1 — rh. 'Ii 0 0 -- i Al i ...., ...;, , 1 . . 1 1 1_. _ , r ../ -4--,„ A (s —1 I .._ 1 0 A) t Z ''' 1.4„--- Li t, ill 7 P- 'Ii ti •,. 1 ri(1 \ o m \ 0 ...- ,7!r„....., 1 ——— 11==i — a '1r1-- -4 , 4----"1!' 1 ! 1 A- • f! • Z I i c'\ A 1 I im„ , j \ ! , \ . 1-_-,:io• ,al It,' „. . r c_,P__ .i 41 1 1 1 , . . n Hy/ - vii .41 I, 7 ,:$1,,,,'• • j:c, = 3 I. L. .>---tf( i2== ar''. . 1 i .....„..._ ... . 8 I . . I NNAIT!-, .,. 4 V • 4, . V.' . :'.'. 14 ',,-, ,ill ., 4, ' '(C 11 ii. lir31 61P1-1 , • L, Z _L-41 -▪ 1 U 'A?ii iii ., k 1" 7 .._,. 0 t\ ' 4 ...... . r I — , il 7 , 4=4 , I 1 , . 4 , 1 \r, • 4- . . : 1 n 1 ..i 4 : ------ I Iillw 1 0 a : Itotthmr... •rggi---tr.,..„..,.. ....,-.-1 I Q ITI A 14! ,.../3ip e'' ,:i !---- !! ! , 1' I 1 . , . I i i — _ 1 '.. 0 D kie.) 1 wr ADE & KATIE 1 ivrtliri Tin ; ?, fim rvviN . ,,,,,,„9 ,...., — ,. . IQ JE 1 ___._...________, EN Nip ROWELL RIC'S foulAillo I oEt;iltblitii t: i , 444,:nroe___ ItENGEERINGLLC • 00 GARAGE AREA •76GS0 A. 10 •Ikt7.PAWAFD IC,A,G.-1.0' 1}-7t1At•D C.,. 160383 10,0 Sr W....40.11.S,Or,S if 71t ,,.Mtn;t$4..6193 PO.'I•Oit.0. 9/2'6 v Ak i,70Y,1,,,,15t , IP . —. ‘111111111111•111111•11I • . . • 5'..'-..-e • 1 . ,,,,,,_-....".0N PE. 2-.E.A.,-,,NG GEE . - sC-LED4-E PE.5C,-,ED,LE- 2-E47,4iNG .:,ET,:C.E. I 1 in a PER E.Do..ED.. E,-, 1 , i ..C,..D.O.N.PEE 1 Z ,-STANDARD CL- - 2 5 -E PLATE . 5C_E.:1....-E , SOLE PLATE '1' . / ' I M'''': 50-E PLATE 1 / PER.5C,-ED.,-E E.C....1 PL A*'E . [ PEP SC.,..ED,_E / 5C-E A.....ArE , AEA C,...F.4.A...E 5- A- PEE 5C,ED.....E ;; E.E.AR NALNG i / 2.E.....T.:4.LNG , . ,' 244.2 NA,LING 1 , ,-E.,T,PSON a.s....,. ... PER 20.BEDLLE- „ 1 / ,-DECKE4,, PER scwec.,._E -.„ : : 1 ,, /,cfc‹..6 PER SC.-EDBLE----- ' I / 'DEDK,G 11 ..`/../ BEARN,c,P,A.TE W i H 0 ZtjT 1' 'IL;'. , ,. IE 7 ;...L.:,_,..1...= EDGE NA,. , 6 p,T, PER SCBEDJ-E ' PER-&T.-,4E.D.L.E- ...., '' PEP SC....EDJ-E ,' ,• •••.,1 EDGE NA LING / , ,, , 1., ELL PLATE 1.2. i ;;,,,*j, E., P.ATE PER PER 50.E.D,LE-'' !. •,•. . . '- .e,4 BC,..1 E O tJA-1 MP ., SC,..ED.,.. SA 2C-ED4-E - '• ' ''''' , : • i .,, ...ER!TOP --BOLDO.N,4N0.0. . i T ANC,-,01.BO_" PEE ..EDI.E.E5C4,ECALE ET...,,G j'. 1 FOOTING FOO'NG --. ,•.E..PLAN _ ,, . • L, P , ''''''"....1 ''. 'I ''-'''''''1 ''' ..*$ *. l' • I ,, . .5 •-. ' ..., I.' 1,„„_.f___„L! ST-ID ETRAF-T,E 4.-40[ DOWN ExTERIOR 6 ANC-0R E..."O-T EXTERIOR SI-EA LJALL_ ST.,ANDAR AEA:..) TIL ... .....____ PC5T AND BEA- po5T AND EEA..... POV,A,EE ATI I 1,1. C. Ela 51-EAT.ENG ,,, $.If.A,...i, , 474 AO STRAPS PEP SC.EDV-E 1 PER SED.,LE-- ..., .CORNEP /. -00,,,PER i) ...... • . ... I ...... $04ED,:-E OR LARGEE C'KE,C,4ECAPN- .._. DEPENCI.4.ON.Lr.- , ,,1 ...-7PER PLAN --.------EDE Rt., '' l'::.i „.. 50.-E PLATE 7 PER EC EL,..E 601.E PI.ATE /./-PE6°..-ES'C':4;.D.'E.ILE 501.E ALA,E. 1 / PER SCLEDua 5-,EAT,NG F EA. PLATE PER EI ATBNO ''' ,....-E-L.PATEpep F en EDGE NAL. 5...EAR NA'Ll, , ,. 5k5A.NAILNG / PER SCAED,k-E-, - , .1 1 ,.''' E4,..1.E.CaLE ,,,..- SC-ED.:LE I PER EAESCL ..,-' T- 7 , E- - , ' / / PER SCi-EDV-E-- , -ECK NG . I / .. lii / ...., 1 / Jf '-2x wAL,..ST.....> PER SIED ,./ . Cl) 2,4EA1,NG A.... 1 EDGE NA,L. EDGE NA.-1. I/ PER SCHEDULE- -- .._ ..J' 7 SLAB PERPEp ECIEAE i 4 S.AE,PER 1 (14 ) 1 , - , PAN 41.26F.FEILCOR EDGE NAr. , ,1.,' 1 1 t ' j , / PER SC.ED.....E "" / i n,•,.., '' , PER SC.,-ED.L.E • ,„/ k il,....74 -., !, :',.-...,,f'---, ::-...-'tEPolt.E'EPs !.•••,,,, , • , C-I C) „ .. . . _ .- . i-., - S`'...t.PLATE PER C..,. , rLcOR to MODEL- / , .S,, N IV 4,..----EDGE NAL. EBEARN4VNG PEP / 1 t,• i '''',. SC'EDULE 4,004 TO TI.JD2..L. ./ .54EAR HALING PER / 2-,EATA,C, PER 50.ED,...E 1 T,,,•H,N., , •, ,,,,„,'PER SC,-EDL,..E . .... ..., SC.,4EC,LE .-/ '"'' ',.7., *i 5C,EDULE-/ '--,REBA.1*S. I.. 1\, '. ,REBA..r.5 .,,,,.., E *A REBAR 3-5, , • 1'''',, ''..,REBA,.y-s. r‘ , FRO.TOP PE 7 OA 04 1.4. ,E. Fr '''---- . . ,.,L1-- - --NOLCOON ANC,A .007, ' 14,4,40A EOL, EDGE ER P-4, PEP PLAN-„,,,,,, • al-- 'A I ..1'PER SCLIEDIJLE i.•. PER SCREDLILE FCCTT.4. '4 PER . 1 "‘"'.000..,ANC.C. FOCTNG •. 1 SC.,-EDLLE N.it. R . • ' 1,. PER SC.ED,ILE---.4-'- -.1.. -*1-:------ ' .. PEP SC...EDu...E ppp '''... . ' AAI,EPIC , ''. ' . ., MINIIIMINIMMI ..5...tEAT NG ,,.., ' ^ +=sc.SCBEC,LE--- , , I. ° L, L._ -• 4,1 GARTAGE s,....4e CCE \E ;- '-' r7ORNER IN-ERIC-2R SS ;OR ..E0,.._: iNEO R ei-lEAR L...,4,._L SE, 4\-.1C-40.,R E-OLT Cr... .:4G,..,E SLAB E' WALL_ ic= • ... ..... ..... 1E-4 .............. ... _....... .. .... . .c.....s-ARC REA- POP'AND BEA, .............. = .........,, IEPPPPPR .. ........ 2..EATIANG _- LA E.T.i.D.E SAEAT.A.6 2.1EATANG 2-EAT...NG CO-4,-1, ' PER SCREDLLE , PER PLAN PER 5C.ED.ILE , , . _ PER 5C-,ED,..E • , Lir.,ETAD5 PER Sc....ED,LE tl , PER P.,-„ ' ...., SBEATL,Na 50,E PATE sO ..,' PER 4' 50.1.E PLATE , .. ER 5CBED,.E , . i . 1.0.11•0010.1- - -E P-A1E ,, i PER R,....‘h ED-E PLATE .., ,,,,' SOLE PLATE 5,..EARNAIL,NG , .E.•••••••••• STRAP PER ....1 / 24EAR RA,..NG PP/AR NAIL NG ' •'. 2.E.A.NAVNG ,\2 PP/AR NAIL.NG • PEE 5CLED,E. ,. . / SC.EL^.-E PER 5CLEDL4.E \_ , PER SCBEDLLE-, [ ' PER SCHEDULE .-4.2 '.... I / / . EDGE NA', NA,..NG TO r-,,,,Ic. •• -SE.571.0NG EDGE NA- ..- 5-EAT..NG , , , . ELE4,,L,;,, / 24T.., \ ' EDGE NAIL , EDGE NA '‘. 1 E.A. iNG 5,,EAR WALL.EDGE T. EDGE N.42.. ./ PEE PLAN PER 30,4ED,..LE / / PER SCAESG--E N ' ' / PER SCHEDULE 4 PE.PLAN, PER 50..ED.ILE 4 ' NA4.•,,C,REO,REMENT 1 '.. ' PE.SCLEO,,LE =•afit 1 ., PAT,. \ ,, _-,151•C PRE•ESEN- 41 II 1 /, !1 6.4'.:E.'.1,-,4;';'.,:ii--- , . .._ 11 • BREA< '.4 1 ,„ ' . ' STRAp PER."...,.. 1. ....ar - ‘21 ,-00A JO,S+ 2 V.1,4...0I-- 'Ai,. ,.. ..-,,,,,,, N, '11 "11 -NC PER R2.4.14 \ /1 41-.215111,13, . ..., ' . ., i EDGE NA,L ,,/ - 2.,BLKG• EDGE NA- i 1•.--ik 2-K G 4 „SscDts.zE'N_A._E- ,.// i , • -...00R 10 ST EDGE NAL. /e/ 1-1 1,' „,,,...., PER POLE ' 42 04 NA L PER 5C.EDLI-E ' I 42 04 PA PER SCBEC.4LE- / , BEA-PEP P.., . .122-4 P-AN I PER P.,.., 0•11...."--. „, +NI 1 1 cle.3.4.1 CONNECT 4C ET IC / . I I, ?C1'7‘.;''',.• S.,EA.,,,C., • 6..1.f.L,...N.G., i C 2,...0,fi 2 2.IEAT,.,NG , , 1 TOP PLATE L.,..C,,,p ' EL-X,E NA,PEP i 4.,' ; 5.2.'E 0.0 PER Sc...EcjLE 1 •. PER SC-ED.L.E- .T BO..3•OC PER POSED//P ' 4 1.VE ECREDULE,/ L.• 5C,ED.:-E EPPPP•Pi ', PERSE :S.-;:...t l' : .5.1.C.2 REEPAP okt• .•:•'..,CS PER....4.1, ' PE.'.1_4N " PF..F2 Ft AN MP MAP -/ , 1. ' 4'ER4-5.;''. .,',-..E •••••RE .- c.:0N-7-N,....;OLJE, hIL:L_T'-FLOOR CON—\„...,0,...ke T---........ -...''-r•-•-,_00,--. COIN— Nit...10L.,9 r--1U,.....T.-FLOOR CONTNLicus ,--:UT I-FLCOR NTE*---10-*- Si-47-7.4R WALL .!N'TE.R. C S,--4=4R ‘.:..;'4,__L. F:"TE_RIOR ..5.-- E,..4FE: L'...)4.'.1... - ,-,.. - ,.....-_ , EX I ER R -4R w.,,-:, C.ANT'._Ev--,_R L., ER =t_OOR ,.;015' ._. ,„,,,,,,. „.. ..,.e.. PAPA.CE....DO.40 P'S PERPET. ,C,J.AP FLcop..,,c,s,s. PIAAA,..E.,..FLOOR.4,STS PERREND,C.,....00R..0 SEE ......,./P=1, 0 I, :Elliirfartirly-- ,,.., . . NAL.ROC.E.EAT,-,t...:, ' TC BELE-ED.B.;,K'G''2.,• • '; DETA4. ''..,t , . sE.E_ED e.,,K c. „.„, -...4MI ,,_,,_ \ AT BRACE Wi..SC PPPSC ' ,* . .0.7 ELEA,-...6 'I •.' ..-45 DEG LT EL.5 DE / .... L''''.E'''P''''''E 25#SNOW LOAD , 1 I , i -,--t7C. PAR LA--5.,S.,1,., -.A4 I'I,,, AND.EDGE PALI,-C . 4.., --- 5-E.A.,,....G TO b C.1.4...a......, PE.50 EL I 1 BE...EEN TOP P,.ArE ' 4N.7,L,F•e ,,,,..,, 1,.,, ' .1 ,,,,';,51..C..LLAL. 1,A ,PER SPECS 0. .... 1..1 ,L,ALL 2E1.0, • $' ,. 5E....NA-NG ' 1 ,, ..^ER ST.E^.,... fk,..,CC 1.10 2,B,..14.0- RC-,SI-E222'.NC ,, ' , 111111' ,1 / :C1Z1'•5-4; 4''''''' E 2.- 17....E F,,,,,,,---, I. ii /1,'\ ,, , , 71:1..5 5.1E,Cri-,N5 TO T,ATCA BEL o_----'I ,7.a.c.,e.....e.f. TRJ5E-TO DO.:15..E 'el‘,.... : 0.P,ATE LIT. \,, i SO CLP / - ',...-, . .\\,_--4"6x,4,34.4:-,E..cD, , 1 I 0, ----- r. pc,... .,. 73 1 11. BAT.C.,-LALL BE-0,4 I',' J.4' / , ,. ' :x..L.,..,a.n..co,ec.._ PER SC-EDILE A ' \ BRACE.42 CC , I 1 . '„.... ' ' ' PE.SCrED.,-E 2 i \ .'.'4•0.D.” 1 ;..1.. ' 2,...EAR 1.,,..NC.1 20/.`4.•,..., ; fl i MUSS FEE_LAP 1 •, BRACE CONNEC,O. 1; .1.1. ., .... X1' / 1 \ .2,1..1.-5L+5.4.1.4iNG ' il, ' N-C,D,GAB/p END 7R.:55 PER E.E:FTE''----/ *1.11\1' - . PER TIAN.PACTIRE AND ,. PER SC,-,EDULE -- I 1, .„...„!;. N.NN, !+,A,...,..,0,,, rzOLX.E.„ R'0 TR....SE, sminonimift ,-,' r , ,.,,OR L.IST CC,ENED ... ..... .__ ,. ___ .. . . ‘'TI F 1-11 . R...156 PER EVAN ,A.,,,,I." t EDGE NA,- ; i ,.rp..1 A 0,..iP AT BLOC...4 PEEPSC-E.WLIr-5 Ai 1 . /71I- l'• TR.,,,s 20-10-10,,C.E.- , 7--- ' 1' PAPSC'/ - i PEE PLAN r,,s.P50 /,E -1 PER PRAT7N6 C../P Ai 50,43.....E . - GABLE END TR.Sa 1210,...CAR.,NA,4., - 1 .. ST.!: ..._ CO,ECT FLA,2•,,s. LAI., 1.54,21. ,- 1 a ' 11.420.411-1 5.4 ArCING i . ..-i] STPPENER,TO. )(,1 . 1 PER AED,..,L.E A I' 1 ix ST,C.-:..AL.. 'N-C.BL,G ...-1-1,, PEP P_AN '. 5-,EA,ANG A...4...ED BRACE PEPSIL.E.D.ILE ..' i 2388 SEC--flON C.:.-C .STPFENER TTAT 2E BEVELED 2,...KG -,,,,,,i4 0,TIED P BRACE 1...-I ANGLED- ' 41 2 LESS TS,E. '1'' i L3 ,,-,-„,OR c-i-IEAR Li4, , 70 ROOF fh,-4=Rief7 e.-;.EAR W4 ,_ ExTENEION. TR,GE 47 EVE O..ITOOKER DE74;L ---.4s— r. =N ..,- TR-,.. -•c-: I __... •---- - IC ,.-ER.ENC,c,....A.R ROO. P/ ' SEES TC P.00.1R,.:SEEP ,....I,C• •.,..,,,,S ,f4 = -0 I OW& ,J ,..?......Y.„4.,1" (.,,.,:...1. 1rilk_INA'$i:4).n, 41.111.1111111.11ft, -