Dave & Robin Davalos New Residence 20 Golden Eagle Drive Republic, WA 99166
|
|
|
- Estella Day
- 5 years ago
- Views:
Transcription
1 S X 640 SLM, H# FX# V: S LS opyright reen Structures W 203 S 07/30/203 - SW SZ & H H W : V HLMS V & VLS 20 L L UL, W 9966 S Supplier and nstallation: im Korte reen Structures W ox 640 Salem, im@reenstructuresw.com W - S9L M: 07/0/203 ngineer: Steve Heryford South Valley ngineering 474 Liberty oad S. Suite 5 Salem, SouthValleyng@omcast.net : rawing ndex: S - over Sheet S2 - S oof anel lan S3 - S oof Sections S4 - S oof anel Layout - etails SL: /4 = '-0 W S U U nstallation: Walls: Use anel 2.. MX w/ min. penetration at all wall corners. oof: Use 2 anel 2.. MX w/ min. penetration at all lumber bearing points. ap all fascia ends with 2x lumber. HS LS V F SM hese plans are copyrighted and are subject to copyright protection as on rchitectural Work under Section 02 of the opyright ct, 7 U.S.., as amended ecember 990, and known as rchitectural Work opyright ct of 990. he Fabrication: Use d 6.. MX on both sides of all unsupported joints. Use d 6.. MX on top side of all supported joints. roject Size:,4 SF S Walls 2,20 SF S oof eneral ontractor: Larry outa outa onstruction 2 Melody Lane Malo, W S: eneral: ll S anels to be 7/6 S both sides. ll S anels to be made with # S Foam. ll lectrical hases shall be cut out as per plan only. H roject ddress: 20 olden agle rive Ferry ounty epublic, W 9966 rea nformation: Snow Load - 40 # F Wind Speed - 5 MH Seismic Zone - xposure - Frost epth - 30 wner: ave & obin avalos L # ave & obin avalos ew esidence 20 olden agle rive epublic, W 9966
2 3'-4 6 3' 7'-6 4' S3 6' '-6 ' X 640 SLM, H# FX# w w w. r e e n S t r u c t u r e s W. c o m 6 S WLL S3 ' ' '-6 7 5' ' ' ' ' ' ' W : US SMS SH4 M L M '-2 6 0' ' ' ' ' ' 9'-2 3 3' 4' 6 3 5' ' 3'-3 3' -0 6 S3 6 S WLL 5-/2 x 5 M. 24f - v4 LU-LM M 5-/2 x 5 M. 24f - v4 LU-LM M 5-/2 x 5 M. 24f - v4 LU-LM M 6:2 6:2 F L 6 S WLL ' ' ' ' 6 S WLL HS LS V F SM hese plans are copyrighted and are subject to copyright protection as on rchitectural Work under Section 02 of the opyright ct, 7 U.S.., as amended ecember 990, and known as rchitectural Work opyright ct of 990. he : 07/0/203 W : V HLMS SUUS W 07/30/203 - SW SZ & H H H SL: /4 = '-0 opyright reen Structures W 203 L # V: 5'-5 5'-0 '- '-4 4' '-4 6' S3 V & VLS 20 L L UL, W 9966 S LS S2 S LS - M FL L Scale: /4 = ' S2 S LS - F L Scale: /4 = ' S2
3 K F S WLL (S) 7' - 3/6 F S WLL (S) 0' - 0 F SU FL 0' - 0 9'- 6 3 '- '- 3 W24 6'- 3' ' :2 ' '- 3' 30/6 30/6 3'-9 4 W25 40/30 4' ' :2 W26 '- 3 '- 3' '- 3 4 W27 6'- 9'- 6 3 '-4-5 K F S WLL (S) 7' - 3/6 F S WLL (S) 0' - 0 F SU FL 0' - 0 9'- 6 3 W0 3' '- 6 3 '- 3 W 6:2 7' ' :2 '- 5 6 W2 '- 3 3'- 6 3 '- 20/50 20/50 5' '- 3'- 3 4 '- 5' W3 9' '-0 6 3' '-4 X 640 SLM, H# FX# w w w. r e e n S t r u c t u r e s W. c o m 3' '-2 2 ' ' ' '-2 2 3' '- 3 6 ' ' 7'- 3 6 S3 S WLL LS - H LV Scale: /4 = ' S3 S WLL LS - SUH LV Scale: /4 = ' HS LS V F SM hese plans are copyrighted and are subject to copyright protection as on rchitectural Work under Section 02 of the opyright ct, 7 U.S.., as amended ecember 990, and known as rchitectural Work opyright ct of 990. he SUUS W H opyright reen Structures W 203 F S F ' - / '- 3 : 07/0/203 W : V HLMS 07/30/203 - SW SZ & H H SL: /4 = '-0 L # V: -3 4 M K **U S S L** M K **U S S L** F S WLL (S) 0' - 0 F SU FL 0' - 0 F S WLL W4 W5 W6 W7 W9 W20 W22 W23 3'- 6 x 0 H **LV FM F SH** 6'- 57/6 4'-0 5 5'-0 ' 0' 9' '-4 5'-2 '-6 6 x 0 H 6 x 0 H 4/52 4/52 W 3'-4 5'-2 '-6 W2 3'-0 7 ' ' ' '-5 5 ' - F S WLL -5 '-4 9' ' F S WLL 5'-5 4 W0 W02 W03 3 W04 W05 W06 W07 W0 W09 9' ' 3'- 6 x 0 H **LV FM F SH** 6'- 53/6 ' 5'-6-4' 3'-4 ' ' /40-0 3'-4 4' - 30/40 '- 2 '-03 ' 4'-3 2 4' F S WLL '-4-5 V & VLS 20 L L UL, W 9966 S LS S WLL LS - S LV S3 Scale: /4 = ' 6 x 6 S 6 x 6 S S3 S WLL LS - WS LV Scale: /4 = ' S3
4 S: ll roof joints to use ype S Splines. ll lumber cap to be K F. Seal all wall to roof joints with expanding foam. Use 2 S 2.. Max. ll screws installed perpendicular to roof slope Screws much achieve minimum penetration to op late or eam F eck rmor or similar breathable roof underlayment must be used. Metal oof may be applied directly over breathable underlayment. 53' ' ' ' 4'- 4 ' ' ' X 640 SLM, H# FX# w w w. r e e n S t r u c t u r e s W. c o m 9' ' ** U FM ** HS LS V F SM hese plans are copyrighted and are subject to copyright protection as on rchitectural Work under Section 02 of the opyright ct, 7 U.S.., as amended ecember 990, and known as rchitectural Work opyright ct of 990. he SUUS W H opyright reen Structures W 203 K F S F ' - / 0 S S 6:2 FLL WH X FM 6:2 F ** U FM ** : 07/0/203 W : V HLMS 07/30/203 - SW SZ & H H SL: /4 = '-0 L # V: F S WLL (S) 0' /2 x 5 LU-LM M H U 6:2 H 9' ' '- 6 '-0 '-0 7'- 6 F SU FL 0' S WLL 6 S WLL 6 x 6 F SS ' ' ' 4'- 4 53' ' ' ' V & VLS 20 L L UL, W 9966 S LS S4 S S - UL S Scale: /4 = ' S4 S S - S LU Scale: /4 = ' S4
5 2x FS S SL L S-SL Scale: = ' / MS L LL SS MS L LL SS d 6.. MX & M #2 2 L SW w/ 2.. MX., U... (2) 2 x 0 K LUM - S L 'L' SL Scale: = ' #2 2 L SW w/ 2.. MX., U... / MS L LL SS d 6.. MX & M FLL WH FM SWS SLL () 3.5 x 7.25 LVL SL - 0UUS Scale: = ' / MS L LL SS L 'L' LVL SL d 6.. MX & M X 640 SLM, H# FX# w w w. r e e n S t r u c t u r e s W. c o m L V / L L d 6.. MX & M Scale: = ' Scale: = ' 5 x 5-/ LULM S WLL S L M 5 x 5-/ LULM 5 x 5-/ LULM F 5 x 5-/ LU-LM Scale: = ' #2 2 L SW w/ 2.. MX., U... S WLL S L L WLL HS LS V F SM hese plans are copyrighted and are subject to copyright protection as on rchitectural Work under Section 02 of the opyright ct, 7 U.S.., as amended ecember 990, and known as rchitectural Work opyright ct of 990. he : 07/0/203 W : V HLMS SUUS W 07/30/203 - SW SZ & H H H SL: /4 = '-0 opyright reen Structures W 203 L # V: SL 2 x 6 SL (3 M.) S S WLL SH4J x 30 (M.) SM WLL 2 x.. SLL L 2 x 6 S M L 3/4 ULM -7/ FL JS SH4J w/ 4 M SM WLL -/4 K LS (or 6d LS) /2 x S WLL 2 L SW w/ 2.. MX., U... V & VLS 20 L L UL, W 9966 S LS 0 X 24 F S SM WLL HM Scale: = ' Scale: = ' H LK S L V WLL Scale: = '
Emigration The movement of individuals out of an area The population decreases
Nm Clss D C 5 Puls S 5 1 Hw Puls Gw (s 119 123) Ts s fs ss us sb ul. I ls sbs fs ff ul sz xls w xl w ls w. Css f Puls ( 119) 1. W fu m ss f ul?. G sbu. Gw b. Ds. A suu 2. W s ul s sbu? I s b b ul. 3. A
T h e C S E T I P r o j e c t
T h e P r o j e c t T H E P R O J E C T T A B L E O F C O N T E N T S A r t i c l e P a g e C o m p r e h e n s i v e A s s es s m e n t o f t h e U F O / E T I P h e n o m e n o n M a y 1 9 9 1 1 E T
MUSKOGEE, MUSKOGEE COUNTY DEPARTMENT OF TRANSPORTATION. Railroad. Interstate. Corporate Limit. US Highway MUSKOGEE. State Highway.
oody opies of this map are available for public use at nomial cost ddress: M M F S SVS hone () - st M Y, M - th S th rd his map indicates those roads known to the epartment to be open to public travel
PROVIDE HAND DAMPER WITH ACCESS DOOR WHERE SHOWN ON PLANS BRANCH DUCT BRANCH MAIN FIXED CEILINGS PLAN A
Y ()... : U U U, U. U U U U U. U U U U U U U U (QUY) U U U QY QU.. h U U U U QU QUY QU U Z Y., U U U U U. U Y Y. U.. U U U (U ) Y U () U () UY U U U ( ) U U U U ( ) Y Y U U Y U Y "x" " o "/".. / U U U
ANSWER KEY. Page 1 Page 2 cake key pie boat glue cat sled pig fox sun dog fish zebra. Page 3. Page 7. Page 6
P 1 P 2 y sd fx s d fsh z ys P 3 P 4 my, ms, m, m, m, m P 6 d d P 7 m y P 5 m m s P 10 y y y P 8 P 9 s sh, s, ss, sd sds, s, sh sv s s P 11 s P 12,, m, m, m,, dd P 13 m f m P 18 h m s P 22 f fx f fsh fm
FAIR FOOD GRADE 7 STEM SUGAR RUSH! HOW YOUR BODY WILL PROCESS THAT FRIED TWINKIE
FAIR FOOD GRADE 7 SUGAR RUSH! HOW YOUR BODY WILL PROESS THAT FRIED TWINKIE F F TEAHER G Sv S R! Hw Y B Wll P T F Twk I l wll:! B l b F f pp m? Hw w w w,? v pp Expl w f f b. Exm w f wl p m b. wk f b xp
Bespoke industrial units from 10,000 sq ft up to 1 million sq ft at the centre of advanced manufacturing in the UK
v Mufu 5/J M/J, b, 9Q Bk ul u f, q f u ll q f f v ufu K INFINIY K MS M fkb./ufu N IN Y If k, b l J f 5 l f w k uu K. I ju u v f M, J 5 u v f, J5., u, v l u Ml l 5 u w. K S MS IMN N MNFIN IN If k b uqu
A3 ORIGINAL DO NOT SCALE THIS DRAWING - USE FIGURED DIMENSIONS ONLY VERIFY ALL DIMENSIONS ON SITE
L H WG - U FGU M LY 6 mm FULL Z 3 2 G LWY L 3 (L) 8 (L) LV G (LG P) HW H & 8 PLMY U F U 2//6 UP LU JK HLL P 2 H H /3/ UP LU LV G P U F FM M M /2/ Parsons rinckerhoff ustralia Pty Limited ("P") opyright
Connecting Deer Creek and River des Peres Greenway
C D C Rv s s Gy ps D C Gy NORTH W Av Av Js Av E Av Su Av E Av Chy Av G Bv y Av. ps y h s G Bv, h h--y Cuy Av. ps C Rv s s Gy D C B B Bv Ox Av. Sussx Av. C Av. Ox Av. Ch Av. Ch Av. By E Av Mh Av. D C O-
Chapter 8: Propagating Quantum States of Radiation
Quum Opcs f hcs Oplccs h R Cll Us Chp 8: p Quum Ss f R 8. lcmc Ms Wu I hs chp w wll cs pp quum ss f wus fs f spc. Cs h u shw lw f lcc wu. W ssum h h wu hs l lh qul h -c wll ssum l. Th lcc cs s fuc f l
8700 Xylon Avenue N CONTACT US. Brooklyn Park, MN OFFICE WAREHOUSE BUILDING FOR SALE > Erik Nordstrom
U UL F L > 8700 ylon venue rooklyn Park, M 55445 U ob rass 952 897 7757 rob.brass@colliers.com ndrew dney 952 897 7709 andrew.odney@colliers.com rik ordstrom 952 897 7885 erik.nordstrom@colliers.com olliers
PIN TYPE MITER & BEVEL GEARS 72 PITCH
PN YP M & VL GS PH GM 0 / O PSON MH SS 0 PSSU NGL ML: 0- or - lloy, vailable on special order: ifferent bore size and/or material, passivation for. NH OMPONN SZ-S0 SZ-SS0 SZ-0 SZ-S0 SZ-SS0 PHON:..0 FX:..
S4.3 1'-6" (628'-0") 2'-6" 1'-0" 2'-0" C4 633'-11" (628'-0") PILASTER (6"x18") STAIR 3 CONCRETE TIE BEAM. (24"x12") 632'-7" C3 633'-11"
...... 0 0. 0. 0. '- '- '- '- '- '- '- '- 0'- '- 0'- '- 0'- '- '- '- 0'- '- '-" '- '- '- Y.... S S. S. '- '- '- 0'- '- '- '- '- '- '- 0'- '- '- '- '- '-" W '- ('-") ('-) (x") (x") ('-) ('-) ('-) S.S '-".S
This addendum consists of 1 page and 2 attachments: A101R, E100R, E101R and E102R.
M M d ate: ugust Project: wner: rchitect: V M V och omond rive Pico ivera ougherty + ougherty rchitects irport oop rive osta Mesa he clarifications modifications changes additions and/or deletions contained
ANSI/SPRI ES-1 Test Reports UL Classified Products
Introduction to ES-1 The ANSI/SPRI ES-1 Roof Edge Standard is a reference for those who design, specify or install edge materials used with low slope roofs. This standard focuses primarily on design for
A L A BA M A L A W R E V IE W
A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N
M001 COLVIN ENGINEERING
opyright () by olvin ngineering ssociates, nc. alt Lake ity, Utah. ll rights reserved. Unauthorized copying andor use is illegal and subject to prosecution. U UFL U U Z ()F FGU W FLXL U (LL) FLXL U W V
1K21 LED GR N +33V 604R VR? 1K0 -33V -33V 0R0 MUTE SWTH? JA? T1 T2 RL? +33V 100R A17 CB? 1N N RB? 2K0 QBI? OU T JE182 4K75 RB? 1N914 D?
L P.O. O X 0, N L R. PROROUH, ONRIO N KJ Y PHO N (0) FX (0) 0 WWW.RYSON. ate : Size : 000 File : OVRLL SHMI.Schoc Sheet : 0 of 0 Rev : rawn : 0.0 0K K 0K K 0K0 0K0 0K0 0K0 0K0 00K R K0 R K 0R??? 00N M?
Boxing Blends Sub step 2.2 Focus: Beginning, Final, and Digraph Blends
Boxing Blends Sub step 2.2 Focus: Beginning, Final, and Digraph Blends Boxing Blends Game Instructions: (One Player) 1. Use the game board appropriate for your student. Cut out the boxes to where there
Millwork Schedule 3215 Glen Arden JP Reference No
illwork Schedule 35 len rden eference o. 00 ote: imensions are provided for pricing purposes only. his schedule shall be superceeded by drawings made in the interior package US Y # S W SS S W S U errace
o C *$ go ! b», S AT? g (i * ^ fc fa fa U - S 8 += C fl o.2h 2 fl 'fl O ' 0> fl l-h cvo *, &! 5 a o3 a; O g 02 QJ 01 fls g! r«'-fl O fl s- ccco
> p >>>> ft^. 2 Tble f Generl rdnes. t^-t - +«0 -P k*ph? -- i t t i S i-h l -H i-h -d. *- e Stf H2 t s - ^ d - 'Ct? "fi p= + V t r & ^ C d Si d n. M. s - W ^ m» H ft ^.2. S'Sll-pl e Cl h /~v S s, -P s'l
*Refer to IBC Section , applicable when fall protection is required. Glass stresses are designed for a safety factor of of 4.0 (IBC ).
Architectural Railing Division C.R.Laurence Co., Inc. 2503 E Vernon Ave. Los Angeles, CA 90058 (T) 800.421.6144 (F) 800.587.7501 www.crlaurence.com 12 JAN 2011 SUBJ: TAPER-LOC SYSTEM DRY-GLAZE LAMINATED
Integrated Optical Waveguides
Su Opls Faha Raa Cll Uvs Chap 8 Ia Opal Wavus 7 Dl Slab Wavus 7 Iu: A va f ff a pal wavus a us f a u lh a hp Th s bas pal wavu s a slab wavus shw blw Th suu s uf h - Lh s u s h b al al fl a h -la fas Cla
PROPOSED SITE PLAN SCALE 1/32"=1'-0"
40 '-0 2 '-0 PP-2 (9/20/04 4 0'-0 P P V PP- (9/20/04 P '-0 0'-0 4 0 4 PP- (9/20/04 HS PK '- SH 50' SK '- 0 28 '-2 ( P 20 20 2.2 67 V.G. 54.5' ( G KY S.. V V UK HMMH U-U 6'0 9.. SZ MPS GV SS, U H GS G (
AGRICOLE HOSPITALITY G00.00 AGRICOLE HOSPITALITY FRACTAL STRUCTURAL I. A. NAMAN + ASSOCIATES INTEXURE ARCHITECTS PDR H2B COVER SHEET
GRIC HSIIY 2 Houston Center RSRD RCHIC MDUG M. H S 17 7 2 5 MRK D DSCRI GRIC HSIIY Interior rchitecture / rogram Manager DR Core and Shell rchitecture IUR RCHICS Mechanical, lectrical, lumbing I.. M +
FOREST HILL CHURCH WAXHAW CAMPUS
ivil onstruction lans for J G V U G U GG 6 QU G / V -- -- -- -- -- U -- -- -- 6-6-, U U, U J : : : () 6- : JU: : : GG : V : U : UG, G U U U & V -- U -- U U -- U U -- U -- U & U -- U & U --6 V --6 V --6
principles of f ta f a rt.
DD H L L H PDG D BB PBLH L 20 D PP 32 C B P L s BDWY s BGG M W C WDM DLL P M DC GL CP F BW Y BBY PMB 5 855 C WHL X 6 s L Y F H 5 L & 5 zzzl s s zz z s s» z sk??» szz zz s L ~Lk Bz ZzY Z? ~ s s sgss s z«f
INCREASED 10.4%* for the Season
NS FLASH! h ub f x h RGV INCRASD 104%* f h 2017-2018 S *A p h 2018 URGV x Suv Pk Oup Su DID YOUR BUSINSS GRO? Av h x ll hlp u h hu f x h fll huhu h L u hlp u u pf Shul u v h f Ob 17 F Av If Cll: 956-580-7800
FAIR FOOD GRADE 4 SOCIAL STUDIES SWEET TREATS GALORE THE FREE ENTERPRISE SYSTEM AT WORK
FAIR FOOD GRADE 4 SOCIAL STUDIES SWEET TREATS GALORE THE FREE ENTERPRISE SYSTEM AT WORK TEACHER G Fu SOCIAL STUDIES If yu v w h, h Tx S F h pl b! Flk vl fm ll v lh uqu uly w. Epul hf pv h ppuy um, h f
Nonverbal Cues of Dominance Laura van Hooff, Jasmijn Verspaandonk, Nicole van den Reek, Guusje Nagels & Jalou Lemmens
Nvbl C f Dm L v Hff, Jmj Vdk, Nl v d Rk, Gj Nl & Jl Lmm Ab Th m f h d w v h vbl x f dm b hm d whh h w dff bw l d dm T h, h l bhv f f h TV hw Tm Ild w ld Th x vbl bhvl d h h m dm w d, h, l x, fld m, hd
See, Sketch, Shoot. A Study Abroad program offered by Coastline Community College and ACCENT International Consortium for Academic Programs Abroad
R 17!! 0 2 5 2 l J 5 2 J S, Sk, S A S A ff Cl C Cll ACCENT Il C f A P A ROME Il Y I Wk 1 J 24 J 28 Av R, Il f -l. O ACCENT f lv R. L, PS. Il l l.* S v Nl M, Nl Gll f M A, Gll B, V, Cl R F. T v f l k Il
Chapter 11: Matter-Photon Interactions and Cavity Quantum Electrodynamics
Quu Ocs f Phcs Olccs h Cll Usy Ch : M-Ph Ics Cy Quu lcycs. A S-Clsscl Ach Pcl-l Ics I hs Ch w wll s uu hy f h cs bw ch cls lcc fl. P hl f h u c lcs wll b cssy l ssbl hy. Yu h s Ch 5 h h ss wy uz s fs chs
The D means there is a detour, look for the yellow signs to direct you towards the box. means this is a 5. cle friendly stop. The means this is a
MA bl xpl Bu u. O TO LAY. V mmum p b lbl w f -h (f,000 ), mhl pz.. 0 Avu p u fm ul Ob.. L f blu Avu p bx llw u b u lu, mp. l v m w ll.. ubm u bll l m pp.xplbu.m, u, bu puh, h b f llw ml f u vl w bx mmum
Handout on. Crystal Symmetries and Energy Bands
dou o Csl s d g Bds I hs lu ou wll l: Th loshp bw ss d g bds h bs of sp-ob ouplg Th loshp bw ss d g bds h ps of sp-ob ouplg C 7 pg 9 Fh Coll Uvs d g Bds gll hs oh Th sl pol ss ddo o h l slo s: Fo pl h
ul bf v m v u mk bg lm bu mp l m A gl lvl p xp v flg umb f l b g jb m u f lm p pu b Oxf Em Fg (OEF) ul b Oxf bu p Oxf Uv ( 1) W l m xm ll mu m mplx v
Av Em: m f P: Pl W Gvm bg up v pl 2011 ul ll k lg lk v u ull bu m Publ b ApW f@ pguk; l: 020 7248 2227; pguk Ju 2011 ul bf v m v u mk bg lm bu mp l m A gl lvl p xp v flg umb f l b g jb m u f lm p pu b
Remote Sensing Applications for the Historic Environment
m S App H Em L H Em m S 4 C B P m k m m. B m S App H Em L H Em m S 4 m C A Im H Em. B m m H Lp U S D m S C U P m k B m S App H Em L H Em m S 4 m A m A W k? A pp :. Tpp. Px. mk.. S S mk.. Cp S mk B m m
SUNBURY SOUTH AND LANCEFIELD ROAD PSP DESIGN STUDY LOCATION PLAN PRELIMINARY ISSUE NOT FOR CONSTRUCTION BALBETHAN DRIVE SE RO SUNBURY INFRASTRUCTURE
0100 Y H LH V LFL PP Y L LF F G L L G Y W W F Y FX H LLW V KL W Y L 50m m FLL Z Y V Y JK HLL L PL PLMY F 15/12/16 V H P 30/06/16 P L PL WH L LY H H 10/12/15 F FM M M V Parsons rinckerhoff ustralia Pty
24' SEE DWG FOR SCREWING 2 PLY TOGETHER NOTE: FLOOR TRUSSES 19.2" O.C. **ALL FLOOR TRUSSES ARE THE SAME** 1'5"6 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3
89043 FLOOR TRUSSES 19.2" O.C. NO PLUMBING (BEDROOMS) SEE DWG FOR SCREWING 2 PLY TOGETHER NOTE: 1'5"6 24" CHASE 2 PLY FX F **ALL FLOOR TRUSSES ARE THE SAME** Lot: CHAPEL Layout: DCS Designer: Robert Herron
LIVESTOCK & AGRICULTURE
LIVSTOK & AGRIULTUR GRAD 4 SIN GO WITH TH FLOW: PRODURS & ONSUMRS AT TH FAIR LIVSTOK & TAHR G F SIN AGRIULTUR G W Flw P & F I l wll: **U wl y F. **Iy w. ** wb y v F. y y l v Hv y w w v w l y w y y Dv y?
Large Landscape Lighting Project
This report is in Lux LLF = 0.75 Date: 08 / 20 / 202 Operator: 08 / 20 / 202 42 North Main Street, Suite 200 Telephone 540.55.67 Table of contents Large Landscape Lighting Project Project Cover Table of
Blues. G.S.P.T. Blue. U7233 Blue with a green face and slightly red flop. H.S. Indo Blue
Bs C Bs C p.s.p.t. B U7233 B wh fc shy fp. H.S. I B U7235 O s sh b h fc fp. vs cs bh s mc cs. Apps vy y wh s mm k s bs. Occ B U7046 B wh fc fp. Az B U7048 B wh vy fc fp. L.S. B U7276 Us cs mx cccy whs,
NEW FLOODWAY (CLOMR) TE TE PIN: GREENS OF ROCK HILL, LLC DB: 12209, PG: ' S67 46'18"E APPROX. FLOODWAY NEW BASE FLOOD (CLOMR)
W LOOWY (LOMR) RVRWLK PKWY ROK HLL, S PPROX. LOOWY W BS LOO (LOMR) lient nformation 4 SS- RM:4 V : PV Pipe V OU: PV Pipe JB SS- RM: V OU: PV Pipe RU R " PV Pipe @. LO SPS OL SSBL GRL ORMO: S OS: M BS LOO
THE MIDWAY & GAMES GRADE 6 STEM STEP BY STEP POTENTIAL & KINETIC ENERGY MOVE THE CROWDS
THE MIDWAY & GAMES GRADE 6 STEP BY STEP POTENTIAL & KINETIC ENERGY MOVE THE CROWDS & G S S Pl & K E Mv C I l ll l M T x Tx, F S T NERGY! k E? All x Exl M l l Wl k, v k W, M? j I ll xl l k M D M I l k,
Structural Calculations For:
Structural Calculations For: Project: Address: Job No. Revision: Date: 1400 N. Vasco Rd. Livermore, CA 94551 D031014 Delta 1 - Plan Check May 8, 2015 Client: Ferreri & Blau MEMBER REPORT Roof, Typical
"INDEPENDENT IN AI.L THINOS. NEUTRAI. IN NOTHINO' LOWELL, MICHIGAN, JAM AHV, 19, WHOLE NO. 290.
> HS U H V V 8 W HG J HV 9 899 WH 29 H G S J G W W W WS 4 5 6 898 K H q $ U S S U G 8 G H - J W U S G Y K - «H - W S HW W»U W 8 W H WS H G U Y Y J H q x U 2 VV GV W H W H G 8 H S G K W W W H J? 5? G S-
i;\-'i frz q > R>? >tr E*+ [S I z> N g> F 'x sa :r> >,9 T F >= = = I Y E H H>tr iir- g-i I * s I!,i --' - = a trx - H tnz rqx o >.F g< s Ire tr () -s
5 C /? >9 T > ; '. ; J ' ' J. \ ;\' \.> ). L; c\ u ( (J ) \ 1 ) : C ) (... >\ > 9 e!) T C). '1!\ /_ \ '\ ' > 9 C > 9.' \( T Z > 9 > 5 P + 9 9 ) :> : + (. \ z : ) z cf C : u 9 ( :!z! Z c (! $ f 1 :.1 f.
HASSELL DEPARTMENT FOR INFRASTRUCTURE JERSEY FUTURE HOSPITAL (JFH) THE PARADE, ST HELIER, JERSEY JE1_3QS
L V L M L Z 3 6 1:75 L Z. M V. LL M MLLM L. LL M LL VF F. LL LL F F Y. M J LL LV, F. Y F V LL. 218 LL. L. L Y. L. L F F L VLM. VLY 1 (F ) L VL 6 5 4 3 2 1 L V L Y, L L Y, M X F 17/3/18 2/3/18 V 23/7/18
FICH~:s lciithyo\l~~trio~es.
PB FCNyM UNLP T g vg wk b b y y g b y F wk v b m b v gz w my y m g E bv b g y v q y q q ó y P mv gz y b v m q m mó g FCH CTHYOTROES P W P -C b } k < HP- qe q< - - < - m T
Building Validation Suites with Eclipse for M odel-based G eneration Tools
Building Validation Suites with Eclipse for M odel-based G eneration Tools 24.6.2010 D r. O scar Slotosch Validas A G C ontent M o d el-b ased D evelo p m en t (o f Em b ed d ed Syst em s) ISO 26262 Valid
Exterior Building Renovations
xterior Building enovations Fifth treet Henderson, 0 Project : 0-0 ate: J, 0 OPL O L H F O O P L uite 00 outheast hird treet vansville, ndiana 0- :.. F:.. H POJ LOO HH VH OMMOWLH JFF J XH M V OH M FFH
Num g 2 5 Hv ul ll hg ly ym ly ju l h ll u mu ll ul y yl hg ly h hllg gu m mu hg, (ly v L Bu 9 Rgul u 2005 [ 2005 Rgul (Egl) Em) ju lm Elly gul] R h l
![Num g 2 5 Hv ul ll hg ly ym ly ju l h ll u mu ll ul y yl hg ly h hllg gu m mu hg, (ly v L Bu 9 Rgul u 2005 [ 2005 Rgul (Egl) Em) ju lm Elly gul] R h l](/thumbs/89/98063297.jpg "Num g 2 5 Hv ul ll hg ly ym ly ju l h ll u mu ll ul y yl hg ly h hllg gu m mu hg, (ly v L Bu 9 Rgul u 2005 [ 2005 Rgul (Egl) Em) ju lm Elly gul] R h l")
Num g 5 D ju Rh gl N ul y k Y N hg ly R00345 Y llg v gu h ll l u N hg ly l ul R 2 N u 203 ugu 8 ONV 890 vhl lg 09:22 203 ugu 2 v l g g h Yk l h g l Rh M ul l um lg h ly Rh M lhugh g lg um lg Bu g hv l
If this addendum issued appears incomplete, notify the architect immediately.
U # ilm treams at the undee heater P Project #0 ecember 06 his addendum is issued by the wner to all known bidders prior to receipt of Proposal. idders shall acknowledge receipt of this ddendum by so indicating
For sunshades using the Zee blades wind loads are reduced by 10 psf.
C.R. Laurence Co., Inc. 2503 East Vernon Los Angeles, CA 90058 24 July 2009 SUBJ: CR LAURENCE UNIVERSAL SUN SHADES The CRL Universal Aluminum Sun Shades were evaluated in accordance with the 2006 International
Structural Calculations
Structural Calculations 5ive Engeerg Job Name: Larkspur Residence Job Number: 1431 Scope Number: 1 Client: John Shirley Company: Thk rchitecture 5151 South 9 East, Suite #2 Salt Lake City, UT 84117 Date:
TABLES AND INFORMATION RETRIEVAL
Ch 9 TABLES AND INFORMATION RETRIEVAL 1. Id: Bkg h lg B 2. Rgl Ay 3. Tbl f V Sh 4. Tbl: A Nw Ab D Ty 5. Al: Rdx S 6. Hhg 7. Aly f Hhg 8. Cl: Cm f Mhd 9. Al: Th Lf Gm Rvd Ol D S d Pgm Dg I C++ T. 1, Ch
Schlüter -TROBA-LEVEL
Schlüter -TROBA-LEVEL Install pavers. QUICK. SOLID. SYSTEMATIC. System solutions for secure support with loose installation Millimetre precision reliable installation With Schlüter -TROBA-LEVEL, you can
CAVALIER SPA & SALON UPFIT
7 9 0 7 V S & SO U 0 OY O, V, V U YS SSOS, S. V., SU 0 S V, O 77--7 : 77-- S 0// O OW O V OS. U o. 00 Sheet ist Sheet umber Sheet ame S WS O US, O, O OU, WO O O W SO V WOU SSO O U YS SSOS VY - S OO - S
ADORO TE DEVOTE (Godhead Here in Hiding) te, stus bat mas, la te. in so non mor Je nunc. la in. tis. ne, su a. tum. tas: tur: tas: or: ni, ne, o:
R TE EVTE (dhd H Hdg) L / Mld Kbrd gú s v l m sl c m qu gs v nns V n P P rs l mul m d lud 7 súb Fí cón ví f f dó, cru gs,, j l f c r s m l qum t pr qud ct, us: ns,,,, cs, cut r l sns m / m fí hó sn sí
ADDENDUM NUMBER THREE
ovember 0, 08 OO LII YM U of U roject umber 9 he following is issued to supplement and/or revise the id ocument as described below. Unless specifically changed by this or previously issued, the id ocument
Cataraqui Source Protection Area Stream Gauge Locations
Cqu u P m Gu s Ts Ez K Ts u s sp E s ms P Ps s m m C Y u u I s Ts x C C u R 4 N p Ds Qu H Em us ms p G Cqu C, s Ks F I s s Gqu u Gqu s N D U ( I T Gqu C s C, 5 Rs p, Rs 15, 7 N m s m Gus - Ps P f P 1,
Series 3000 and XE-Series Engineering Data
Series 3000 and XE-Series Engineering Data A C A U S T R A L I A Series 3000 and XE-Series Engineering Data The NEW era of Series 3000 and XE-Series Cooling Towers continue to exceed the industry standard
ZDBRPM21304C 30HP, 1750RPM,3PH,60HZ,2162C,TEBC,FOOT
Product Information Packet ZBPMC HP, 75PM,PH,HZ,C,BC,FOO Copyright ll product information within this document is subject to Baldor lectric Company copyright protection, unless otherwise noted. Part etail
STANDARDISED MOUNTINGS
STANDARDISED MOUNTINGS for series 449 cylinders conforming to ISO 21287 standard Series 434 MOUNTINGS CONFORMING TO ISO 21287 - ISO 15552 - AFNOR NF ISO 15552 - DIN ISO 15552 STANDARDS applications Low
- Prefix 'audi', 'photo' and 'phobia' - What's striped and bouncy? A zebra on a trampoline!
- Pf '', '' '' - Nm: Ws 11 D: W's s y? A m! A m f s s f ws. Ts ws. T ws y ( ss), y ( w) y (fm ). W y f, w. s m y m y m w q y q s q m w s k s w q w s y m s m m m y s s y y www.s..k s.s 2013 s www.sss.m
EXHAUST FAN SCHEDULE AIR FLOW FAN TYPE MARK MFR
YP XUS SU W SP P P V PS z WS WG S. SP V G SYS VS SPS. W S w w w. t e a m f w a. c o m o s n g e l e s u l l e r t o n. 955 500 0.50 inwg 7 08 V 60 z 47 W 0 WS XUS. G50 50 0. inwg 00 / 0 V 60 z 6 W 5 XUS.
PROVIDE HAND DAMPER WITH ACCESS DOOR WHERE SHOWN ON PLANS BRANCH DUCT BRANCH MAIN FIXED CEILINGS PLAN A
H Y ().. H WH WH HW. : U H H U H U, U HW. U HU H U UH H U H H H H W WH. U H H U U U U U U U (QUY) U U U QY QU.. h HU HH U U U QU H QUY QU U Z Y., U U W WH HW H H U U HU. U Y Y. U.. U HU U H H (U ) HH Y
80" MIN. 48" 15" MIN. PHONE JACK, ELEC. OUTLET, SWITCH, FIRE ALARM HORN & PULL STATION 3/8" = 1'-0" ACTUATOR BUTTON 4" 3" 24" EXTINGUISHER HANDLE
0 /" " " GN NS: S WNG NS YP MUNNG GS N NS U SSS, XUS, SP SSS NS N N /" S PNS YP NS N S WNG SMMS N MUP SSY M #'S S PNS SP SSY US 85 erry St, obby ne Suite 500 San rancisco, 907 t 5856000 f 585600 N NS,
DIVISION: METALS SECTION: STEEL DECKING SECTION: STEEL ROOF DECKING REPORT HOLDER: NEW MILLENNIUM BUILDING SYSTEMS, LLC
0 Most Widely Accepted and Trusted ICC ES Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2657 Reissued 05/2017 This report is subject to renewal 03/2018. DIVISION: 05 00 00 METALS SECTION:
th Street NW th Street NW, Washington, DC
76-70 6th Street 76-70 6th Street, Washington,. orp. ntunovich ssociates exterior view May 6, 0 .O.. ROVL STMS: WLL LEGEN EXISTING TO REMIN NEW ONSTRUTION FLOOR LEGEN SL SL KEY LEGEN G0.0 0-0 JENT UILING
R for beginners. 2 The few things to know before st. 8 Index 31
; & & & 8 * ( 0 " & 9 1 R f Eu l 1 W R? 3 T fw kw f 5 3-4.1 T
Column w/laterals. Steel Column A992 50ksi Steel (see sheets 4-7)
olumn w/ SOREOR HEIGHT WITH ddtional display area consisting signs, arches, message centers or video above or below the scoreboard. (see sheets -6) for column and pier sizing) TOP SOREOR SETION Overall
ELD N M ANSFI NG ADDI DRAINAGE AREA MAP POST-DEVELOPMENT FAX PHONE DRAINAGE AREA DRAINAGE AREA MAP ELD, TEXAS REET OAD COMM. NO.
- U U " U - -x -" - " JU " " " U: " U - U: U: U "J "J "J "J U " " " " " " " " " " -" " " " " " " * " - " X " " " " " " " " " -" " " " " " " " " " " " U " " " " F U " FU " " " " " U " -" F otes: rainage
(E-24 ): T.C.R (ppm/ ) Three digits (E-24 series):the first two digits are significant figures and the third one denotes number of zeros.
GENERL HIK FILM HIP FIXED RESISOR General hick Film hip Fixed Resistor Features Miniature and light weight Suit for reflow and wave flow solder, Stable electrical capability,high reliability, Low assembly
Table of Contents. AAU is Where you begin has everything to do with where you finish Why should I Join AAU?... 4
Tb U W b v w w 3 W I J U? G S U Mmb Im 5 U Vb Pm Ovvw 7 H Ev W b U Mmb? Ex v Pm (B) U I Pm Smm 3 S G Y S 5 U Vb R G 7 N mm S N Ev D 9 S WHERE YOU BEGIN HS EVERYTHING TO DO WITH WHERE YOU FINISH W v b
HELIODYNE SOLAR COLLECTOR RACK STRUCTURES FOR HELIODYNE, INC. Structural calculations. Gobi 410 at 45 degrees. for WCM HELIODYNE RACK
HELIODYNE RACK PROJECT: JOB NO: 2008-36 SHEET: DESIGNED BY: WCM DATE: CHECKED BY: SCOPE: KTD DATE: Racking Calculation Report 1 OF 1/22/2011 1/22/2011 17 Structural calculations for HELIODYNE SOLAR COLLECTOR
STATE OF TEXAS DEPARTMENT OF TRANSPORTATION DALLAS DISTRICT DESIGN SCHEMATIC
156 156 35W 114 377 288 35 1830 em 377 1830 288 2499 455 2931 V 1385 X P P.. L P V. L 6 P 2017 (083) H 35 PH H L UY H X LL L L H 1 Z 0196 01 X H L LH P = LL H. L : 0196-01- H 35 / LP 288 UY L: HL /YHLL
Pupil / Class Record We can assume a word has been learned when it has been either tested or used correctly at least three times.
2 Pupi / Css Rr W ssum wr hs b r wh i hs b ihr s r us rry s hr ims. Nm: D Bu: fr i bus brhr u firs hf hp hm s uh i iv iv my my mr muh m w ih w Tik r pp push pu sh shu sisr s sm h h hir hr hs im k w vry
Metal Trim Details Standard and Custom
Metal Trim Details Standard and Custom S i m p l i f y i n g M e t a l R o o f i n g S y s t e m s A r c h i t e c t u r a l C o m m e r c i a l R e s t o r a t i o n / C u s t o m Drexel Metals Roofing
Chapter 4 Seismic Design Requirements for Building Structures
Chapter 4 Seismic Design Requirements for Building Structures where: F a = 1.0 for rock sites which may be assumed if there is 10 feet of soil between the rock surface and the bottom of spread footings
CEDAR BRIDGE TAVERN RENOVATION PROJECT
G V V J West tate t renton, J X G G, J K # # UM ertificate of uthorization # xpires // J: edar ridge avern enovation roject ld edar ridge oad arnegat, J lock # ot # K : WG X WG Z JU, WG : WG ayout & etails
Neutrosophic Hyperideals of Semihyperrings
Nuooph m Vol. 06 05 Uv o Nw Mo Nuooph Hpl o mhpg D Ml Dpm o Mhm j P Moh Collg Up Hooghl-758 mljumh@gml.om A. h pp w hv ou uooph hpl o mhpg o om opo o hm o u oo pop. Kwo: C Pou Compoo l o Nuooph mhpmg.
Introduction. Cold Storage Panels. ATI 45/250 Aluminium Profile. ATI 45/250 G.I Profile. ATI 35/200 Aluminium Profile
1 Content 2 Page No. Introduction 03 Cold Storage Panels 04 ATI 45/250 Aluminium Profile 05 ATI 45/250 G.I Profile 07 ATI 35/200 Aluminium Profile 09 ATI 35/200 G.I Single Skin Profile 11 ATI 45/150 -
1. Introduction Description of Impoundments 1
Mercer enerating tation, Hamilton Township, ew Jersey ctober, Table of Contents. Introduction. escription of Impoundments. 7 Annual Inspection. Annual Inspection.. eview of Available Information.. Visual
Mv3" L7-- Art L 31. am rt. ao - M rr. a cn. art O' N. t00. to o( C7 c O. Ort. n ' C ( a ( W 0. z D0) Ln rni 90 O H N rt 0. to0) O mx rt N. W n.
S = TG _. -. t s e- ' F F J l T L L " m - F+ m G T. G m ( ( F+ v ( _ = ). i i vi vi t g d d --( ( ( t t ( - : m ET 7 ' m : ( 7 c t+ ) c - 7 7de 7( ( d;:', ` m G - L Lm ) 7 ` 7 [ t d `< ( ) ( m ( ) c. (
OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9
OH BOY! O h Boy!, was or igin a lly cr eat ed in F r en ch an d was a m a jor s u cc ess on t h e Fr en ch st a ge f or young au di enc es. It h a s b een s een by ap pr ox i ma t ely 175,000 sp ect at
Proc. of the 23rd Intl. Conf. on Parallel Processing, St. Charles, Illinois, August 1994, vol. 3, pp. 227{ Hanan Samet
P. 23 Il. C. Plll P, S. Cl, Ill, 1994, vl. 3,. 227{234 1 DT-PRE SPTI JOI GORITHMS Ek G. Hl y Gy Dv B C W, D.C. 20233 H S C S D C R I v C S Uvy Myl Cll Pk, Myl 20742 { E -lll l j l R-, l,. T l l (.., B
Molds found in Indianapolis markets
Bl Uvy Bl S Vlm 5 Bl Uvy Bl S Al 5 Ml Il mk Pl Lz Bl Uvy Fll l k : ://glmm.l./l Bl Uvy Bl S jl l y By m Bl Uvy Il I m 1929 1964. jl gl mly l lgy xmy mlgy. Rmm C Lz Pl (1941) "Ml Il mk" Bl Uvy Bl S: Vl.
P a g e 3 6 of R e p o r t P B 4 / 0 9
P a g e 3 6 of R e p o r t P B 4 / 0 9 p r o t e c t h um a n h e a l t h a n d p r o p e r t y fr om t h e d a n g e rs i n h e r e n t i n m i n i n g o p e r a t i o n s s u c h a s a q u a r r y. J
H ev n t e m l e s e s t o e l r t a r r c f a t i se s a t e h i s r t d l i i g se? n e i s e d n e ce t t h o r u n i o y s, e y
A c N: Rhk P h: Phl W Alhu gh c hv c l v h c, h g h vhl hug c u l k h Gv v lc, hch ll g u 2011, v h u hk u lc k ccu h l Pulh AWch, @ chguk; l: 020 7248 2227; chguk J u 2011 vc h h, u c cu u h l Cl Sg Nu
Learning High-Dimensional Data with Artificial Neural Networks. Université catholique de Louvain (Belgium) Machine Learning Group
Lg Hgh-l h Al Nl Nk Ué hlq Lv (Blgm) h Lg Gp hp://..l..b/mlg/ Ol Hgh-l (H) L & l l l C ly, mpy p phm Spzg C El m l I N ml l m (l) vbl l pj ph: l, SV, Ol Hgh-l (H) L & l l l C ly, mpy p phm Spzg C El m
OBELIA. At The Walk, Hiranandani Estate, Thane. 2, 2.5 & 3 BHK Apartments. Hiranandani Estate, Thane HIRANANDANI ESTATE, THANE
evised on 8.08.08 W W U P K V F L U C I C P K V U V U FI W C W W Y V L ZI CHL II P W P K FUU VLP H PI I L I CHL FUU VLP C F I PP WIH W I P LL L I I C I X C H L L L I C K H U PH U I V I W L F L V U F P
P Temperature Buffer Test. Measurements of water content and density of the excavated buffer material. Lars-Erik Johannesson Clay Technology AB
P-12-05 Tmpu Bu Ts Msums w sy h xv bu m Ls-E Jhss Cy Thgy AB Dmb 2010 vs Käbäshg AB wsh Nu Fu Ws Mgm C Bx 250, E-101 24 hm Ph +46 8 459 84 00 IN 1651-4416 Tä g: KB P-12-05 P, T. ID 17605 Tmpu Bu Ts Msums
Suggested Approach Pythagorean Theorem The Converse of Pythagorean Theorem Applications of Pythagoras Theorem. Notes on Teaching 3
hapter 10 Pythagorean Theorem Suggested pproach Students can explore Pythagorean Theorem using the GSP activity in lass ctivity 1. There are over 300 proofs of Pythagorean Theorem. Teachers may illustrate
'NOTAS"CRITICAS PARA UNA TEDRIA DE M BUROCRACIA ESTATAL * Oscar Oszlak
OVí "^Ox^ OqAÍ"^ Dcument SD-11 \ 'NOTAS"CRTCAS PARA UNA TEDRA DE M BUROCRACA ESTATAL * Oscr Oszlk * El presente dcument que se reprduce pr us exclusv de ls prtcpntes de curss de Prrms de Cpctcón, se h
A Review of Dynamic Models Used in Simulation of Gear Transmissions
ANALELE UNIVERSITĂłII ETIMIE MURGU REŞIłA ANUL XXI NR. ISSN 5-797 Zol-Ios Ko Io-ol Mulu A Rvw o ls Us Sulo o G Tsssos Th vsgo o lv s lu gg g olg l us o sov sg u o pps g svl s oug o h ps. Th pupos o h ols
Project Name Structural Calculation for Feature Pressing
Project Name Structural Calculation for Feature Pressing Presented to: Client Logo Revision Generated by Date Reviewed by Date Comment 0 1 2 3 Table of Contents 1.0 Introduction & Loadings... 3 1.1 Introduction
THE 1,040t h MEETING OF THE BRODIE CLUB The 1,040th meeting of the Brodie Club was held at 7:30 pm on S eptember 21, 2010 in R oom 432 of the Ramsay W
HE 1,040 EENG OF HE BRODE CLUB 1,040 m B Club l 7:30 pm pmb 21, 2010 R m 432 Rm W Lb Uv. C: Bu Fll : G B m b 27 m mb u. R ll Cll, P: A bm, E. A, R. A, J. Bll, Y. B ll, B, B, Bul, B, C, Cu, Du, A. Fll,
1-3 Locating Points and Midpoints
13 APPLY MATH A business is trying to decide where to build an office The business wants to place the office halfway between city B and city C If city B is at (3, 9) and city C is at (3, 5), find the coordinates
ARC 202L. Not e s : I n s t r u c t o r s : D e J a r n e t t, L i n, O r t e n b e r g, P a n g, P r i t c h a r d - S c h m i t z b e r g e r
ARC 202L C A L I F O R N I A S T A T E P O L Y T E C H N I C U N I V E R S I T Y D E P A R T M E N T O F A R C H I T E C T U R E A R C 2 0 2 L - A R C H I T E C T U R A L S T U D I O W I N T E R Q U A
SAMPLE LITANY OF THE SAINTS E/G. Dadd9/F. Aadd9. cy. Christ, have. Lord, have mer cy. Christ, have A/E. Dadd9. Aadd9/C Bm E. 1. Ma ry and. mer cy.
LTNY OF TH SNTS Cntrs Gnt flwng ( = c. 100) /G Ddd9/F ll Kybrd / hv Ddd9 hv hv Txt 1973, CL. ll rghts rsrvd. Usd wth prmssn. Musc: D. Bckr, b. 1953, 1987, D. Bckr. Publshd by OCP. ll rghts rsrvd. SMPL