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HomeMy WebLinkAboutB17-0309 plans approved.pdf I 1 , STALEY Town Irsiv 1. ;61 tf Ia% -1,-- ' k;1' .,, y 1415 LisioNis RIP6E LB INEST UNIT i RECEIVED AUG 07 C JillIl , T wn of Vail 71— Lo N _Leilt"Nis SIrP6E FILIN6 i LOT Wi ! s NSAL NOTE: ARCHITECT PROJECT NARRATIVE r,SAlliN6 INX `c, I. MATCH ALL EXISTING MATERIALS AND BETH LEVINE ARCHITECT, INC. I. ENLARGE THE EXISTING MAIN LEVEL GI.I COVER STANDARD OF CONSTRUCTION UNLESS DECK. NOTED OTHERWISE. P.O. BOX 1825 I 2. ALL D f MENSIONS ARE FRAM!NG UNLESS AVON, CO 8162Q 2. ADD AN ARDOR ON THE MAIN LEVEL TS TOPOGRAPH I G SURVEY NOTED. VERIFY ALL DIMENSIONS WITH DECK TO SHADE THE SOUTH WINDOWS THEOARCHITECT. (110) 126-4113 FAX (110) 126-2113 A2.I MAIN FLOOR PLANISITE PLAN 3. DO NOT SCALE DRAWINGS. CONTACT: BETH LEVINE A2.2 UPPER FLOOR PLAN 4. THE DRAWINGS, AND OTHER DOCUMENTS A3.1 SOUTH, EAST, AND WEST ELEVATION PREPARED BY BETH LEVINE ARCHITECT INC. FOR THIS PROJECT ARE SITECOVERAGE INSTRUMENTS OF THE ARCH'TECT`S STRUCTURAL SI STRUCTURAL SERVIGE FOR USE SOLELY WITH LOT AREA 52 STRUCTURAL RESPECT TO THIS PROJECT AND UNLESS EN6INEER WEST: .5353 ACRES 53 STRUCTURAL OTHERWISE PROVIDED IN WRITING, THE EAST: .3111 ACRES ARCHITECT SHALL BE DEEMED THE TOTAL:.1110 ACRES SOLE AND EXCLUSIVE AUTHOR OF THESE KRM CONSULTANTS, INC. =18,140 SO.FT. DOCUMENTS AND SHALL RETAIN, PO BOX 4512 1— WITHOUT LIMITATION, ALL COMMON LAW, VAIL, CO 81658 ALLOWED SI 1 L COVERAGE = 20% = 6246.5 SO.FT. z r` STATUTORY AND OTHER REVERSED RIGHTS, INCLUDING THE COPYRIGHT (110) 141-1311 FAX (110) 141-1511 EXISTING SITE COVERAGE = HEREOF. ENGINEER: TIM HENNUM FROM: DEMI N6 RESIDENCE ADDITION F- 5. EXISTING BUILDING DRAWINGS USED AS MARCH 02, 2002 Cr) BIACKGROUNDS WITH PERMISSION FROM 1 I CO THE OWNERS WEST: 1,521.0 SOFT. 1— EAST: 2,462 SO.FT. Z O N I N 6 TOTAL: 3,111 50.FT. CL —' >""-- 0 k j tom! PRIMARY-SECONDAY RESIDENTIAL C NO NEW SITE COVERAGE. EXPANDED DECK IS OVER '#�"(RA IT Q , EXISTING CONCRETE PATIO. L ,0 0 I C° = {� T. HORN ENTERPRISES, INC. (W� � � "' PO BOX 552 .411 `. U w INTERNATIONAL RESIDENT!AL CODE 2015 EDWARDS, CO 81632 110 310-5111 FAX (110) 328-1832 NONE ADDED n,(1) Q t CONTACT: TODD HORN (JD VIINtTi' MAP OUT OOS LI4T a °- VALUES L) • ' • FOREST L NONE ADDED PARCEL A LION'S RIDGE FILING NO.2 TOWN OF 'VAIL BOUNDARY PHASE TRACT 4. 1321 PHASE S; 6 1 6 t0 71: �'':e PHASE TI'.L.M. A f `�y ,, PHASE]T1LPHAS£SI THE + E TRACT o t:(t' '''''il's [744G PHASE SII It 4710.4:.XU 0..• • y : S 0 1373 1$ . : :it 4: LION'S RIDGE FILING NO. 3 A RESUBDIVISION OF PARCELS 8,C,E, ISSUE DATE 8 PART OF D,LION'S RIDGE FILING 2 �� � � b � � PRa�RE55 20i�I-02-15 TRACT A t ���`��� �� '� PRdC�RE55 2Q1�-03-0i i RIDGI~OFILING I+IO. rj �,; - i� g . vA L PIT �� PRaC KESS 2017-03-f 5 � 493 ,J}`. .«i�T :. ." .� PROGRESS gal-�-03-1-r r 173 .' ilk . '`ige _. TOV DRB 2011-03-11 1k 1�8E A 1943 11841A, 187 ° ��. , - `' IB7 �..=z , c �� �- PERMIPRIOIT 2011-01-31 THE Triton ((Q 081 1719 #.,, ,'1 1 9k'. 4670 . . i.. * i .t lA, _.. / AltW1.ATTED • i4i.''k406 ..I..miI1kIIr,AWt°A i, �l3F�1y 1 T.TliT�':iii ' 21 1783 12 •1( 2 w•-. 19 1994 ,I4 0•19 df: E II 0 \ / \ \ f,,e \ / \ \ tp \ v-' r' \ "o. �,), J , \ \ 1 F '--' \ l -731...› 31, ) NOTES: \ / 1) DATE OF SURVEY: 2/6/17 l 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED ./ PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, ,r'' RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER \ FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. \ I 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL WEST PARCEL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS (0.3353 AC.) 1 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE r THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN '" PEAK HEREON. \\ N Fy 04 4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD 61. \ 14) ‘-'` . p BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLAT IED DIMENSIONS. ji UTILITY \ _ EASEMENT? s1.s BLDG. ovHc. 5) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF ' 0. ` EA Ca I s.s ENTRY . _ EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE EL=8164.4' PLANTER I ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. -�,�x'10 1 82E 64.5•' ENTRY R. 0. i<� \ EMT: EL=8165.9' + EAST PARCEL 6) BASIS OF PROPERTY LINE LOCATION: PREVIOUSLY FOUND MONUMENTS MARKING --- �-1 THE SOUTH PROPERTY UNE LOT 3. CP. * O.v�;,i� to 64, (//d a is�/ ° a ° ° °a ° a 7) BASIS OF ELEVATION: SMH C-2 LOCATED AT SOUTH CORNER LOT 2, Me INV. EL= 8131.61 �•. 0 5 �� ° a 4 °° a ° '° 8) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN 0• �,. I �,�/ GARAGE -1 s3,9� °° 4 ° a 4 OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL 41 I BLOCK /y/�j PEAK ° • a °a i SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. WALL i / PEAR\ ` a ° ° J y/ � 5 , ° ° ° . 64 ,,,•'' 9) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR n iffi\ ;,, 85.9 BUILDING t ° a 4 4° a 4 / MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON iffr EAVE I 4 4 a -'' FOR ADDITION DESIGN. 144 T` AVE I 8 4 °a ° ° °° G s 10) 3 TO 4 FEET OF SNOW ON PARTS OF LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST ° 1 ASPHALT ° ° BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. 0.5 ca � � LOWER( t3FPER ° DRIVE ° ,,' r#, � .64.3 6 ,4 E Y ? 4 ° 'fJ7+a ° 4 a 4 /4� 1 0 11) THIS ENTIRE LOT FALLS WITHIN HIGH SEVERITY ROCKFALL HAZARD ZONE PER THE * '`.�:-• �r 73.4 ' " t i o 4 4 . p a + 633. / OFFICIAL TOWN OF VAIL ROCKFALL HAZARD MAP ADOPTED BY COUNCIL RESOLUTION 0 �< -- _ 6 , 'I; tof ° ,," a UTILITY r�z 69.9 -- __ a ° 4 ° ! N0. 13, SERIES 2000 OCTOBER 17 2000. �` � r BEAK .;",11140414074,7-22� ,,'4 EASEMENT ' , hSAYE a 165.4 0.5 ''r ..;,,,,t---,_47,8J1,:_, DECK E V, OW.) 7 ,offik4.�?0. 4 a r /"s �:4. i k.. 731 DECK a 4 ° 's ;O e -) 4 .„.± 63,0 :3D.C. k�r' ?s ABOVE I, t.7 /4 .; ° {},j rr ,so tzars`- ._ 73.x' 4 .»�''� a •.� .� r r?a �'S'.''sFw ' `te _73-08733x +64,2 ° /� //� ��` lift dir // K,.;• r� 7s.9 4 ° '''� 63'1lot DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER 0100 '332,3428"3,388‘. .s,.ax�c�"ti..s}r+, -sx.+^+- -c t _ a. e / 1• 4- 61,1 '.1 s em* . STEPS 73.1 ' 4 �,' � / �l /"i C ,*4 X X' ' sTz..•?`>s r, S'', .+$-`•is. - .•"T+. '*;,7. r/ a 4 4.r^' =.,a ` 0.5 0'4 i f�f i ` s ,ate ,4 t- :.k ,w a s �. y'sem n' Air �'� � �w�?.v. �F.*.`..S.rFLc x,V"aft ..r. �,. s,.yC .� r :. :4, �,�a, ' ° :�t1���lI, AS�l`c.e"v M ,x --:-.6ti"SY^•ei i �`t• 'wurhti'rna4t `,-r K .+._ 4 ° 0 .eiry ii .+.e.„a..2... .I0..- 1.0m,ntiy4�C'•`.+-x.'iii zxm^:: .?.f+5�;',.r ^, a V. A� '`rLOT - .,: ,, :': 3i ,,;" �. ,k ��,t= ,/ 6 .6� r1 '11 j4�� `!., � �.4:t •_- "t*" 5'z rtti y I'w a` DENOTES CONIFEROUS TREE Wj APPROX. TRUNK DIAMETER #18 f/f 'i '`., 't*Y^t{+>s������".`t`k M4,ra.�x ray ,*4+,<" L 3':xs•/'' ° /' • • � ,�.SY� • X.� ffr 3s.-:,i its`"''S.,;:: 'Fkt a>" ;4;.- 4F 0'•:� +k,�t� ,, f • �{w f/ ,5•' .e„tx,•.s.-�a`aj'.a..+aFE*.Z.ttk ,a ;,'t,%'iv r'4;, 1 A�+\�' lk .f' '. 3S4 e t, e t e `%,.•,,, ....,?,„.., =.r" •3,9 i w { s� 'r, T rs msst,r �s�i\{�\`` //�� 1t•}- +4,441,* 66 \ 0. O.W./f -t' X0.3 0. O. fY �,. 55,8 r 64,8 64.7 `rf r / 6S.tl �1�0 �,/ 0.'/ .c �' .''� SURVEYOR'S CERTIFICATE 401 ,,21° 4.7 I, Mason L. lorry, a Professional Land Surveyor registered under the laws of ,,/ the State of Colorado, do hereby certify that this topographic survey was s4 S 59`26'04" W 40.87' made by me and under my supervision, and that the survey is accurate and �,,. 21.S.=0112'10" Carred to the best of my knowledge. 4,1! �,� ,,�-- R-9$9.93' vir , • � O. „ . 3SU T-1{x.39 - _ __ .� Mason 41-.71: .. , . E. lry /► .6 CLEN=20.7$ Caloraa 7.1,11-146%.:;tj''' P 382 BRG=S 60'02'09" WNil; 400ov ww.:41010: ►�ir1.0 EocE 38283 N PED. �r� PLOWED ASPHALT 6a ,/ Date .Lj O' O' 20' 30' 0 PHONE , /2p 4 L / / (�0 G X9.4 �Q \, PARTIAL TOPOGRAPHIC SURVEY WEST PARCEL A RESUBDIVISION OF LOT 3 -sr.V.4.in-11k,,f4 SUS-V.iii..�i 1_1111-VAL?Ilt= g=£ LION'S RIDGE SUBDIVISION, FILING NO. 2 41199 HIGHWAY 6 & 24, EAGLE-NAIL /� p DATETOWN OF VAIL EDWARDS,1CO. 81632 $ EAGLE COUNTY, COLOR AD O \ \ • •.._.i (f) Po \ \ \ \ . \ 16,. BLDG. OVH G. ................ -,.> • ENTRY ..-->, UT I L I T\ \ • \ EL=8164.4 . PLANTER \ p , ENTRY E SEME6> \ c.7*. i EL=8165.9' 0. \ ,A° •. 1 A 11 \ k \ 441.iik i / 0- 0 . ,Prleit4PAIIKV . ;. / (...) .5? .IIMINAVIN I I li \ C .00". VAIMMIPvirrii. \ -4-= 0 0 _ • \ i Op \ 0. 74 NEW STAIRS, PER \ \ ;I 111111ft, Allr STRUCTURAL DRAWINGS: STRINGERS PER STRUCTUR.AL GARAGE \ 0 cl ,a(NN \ irr4Ilir. / • DRANIN&S; METAL DRIP THRU SLAB 0 co u 0, o, /A > , • TREADS; FIELD VERIFY ALL DIMENSIONS \ .c 0 * 64 (1.) ' < — a 5 i , \ \ AND CONFIRM NITH ARCHITECT LIMITSF 15TUR AN* FENCE AND ENGINEER _c lei 4111/4: \ EXISTING \ tifr . \ 15 ler-ft il •",` 1 DIA BUILDING co PA r... g * 1 \ \NALL i \ .6)3 1 9 . -' \ HANDRAIL c., 36" OUTLINE \ ...D \ 'Pi Ali' 41 $01 4 - TREAD LENGTH \ \-D Apiaam...ortti SLOPE CONCRETE \ c-00 7 400~ATI:0444, looff* LANDING ASPHALT 7 -NEN STAI-FA,402 DRIVE \ \---D \ -NEN DRAIN TI Ti V., 36" TREAD \ 7 ‘. BE PLACED F-TOM 4. ,Aii. LENGTH REMOVE EXISTING 57 .7 \ THE HOUSE TO \ A4 jto ASPEN TREES, INFILL \ . ., Cfa„, rAYLIGHT %SOUTH \Y , A 4, *Isis* \ AfuRFAGE N1TH EITHER 7 foi-, a ii:le -4 RP"WAIIPP. A\AS _.,Arie.4, la f / ,4!NoRETE OR 4./..# \ V 0. 5 li v....... flopics-- 14 -ivir-, "11 13 4' ilp\‘e 1'II DECK ABOVE 111166. 1:1AL-7 PER THE . • iliallialli Ai" 'WRNS SELECTION \ c-<\ 7 4 3 p ...-• I - - - leartr, . • 7 _4..Tecl REMOVE AND PATCH VolkoP4'41 Mir ..##/ \ & Irvf•flk \*D 4'' 6' 141111111 °. 'SS\\'‘ \ CONCRETE AS '41.,....iikb... #.4*,„Alp. eidlinivittaW • - „A /.,› 0. / i:1,. ,os,•\' \/ . / v 111111 \ - • NECESSARY drafr,710%. • Pr 1111r-1. NIL - ' 7 7 R-0MNO5VE0FTITAIHOE TOP ir \ \ 6 • 7 \ 0.., ..----"----- Z "---) \EXISTING I I 7 \ ..-ETAINING * \ \ I • I 1 . V F- -irR NEN 5 - \ , .41 ./ 7 (f) 1 i i Air ‘ co / \ -14.111k Apr 0. 5A\.- I. 1 X1STING DECK AND 1 \--i— . A ), 02 --J '.65 ''''''''''' 1 \ STAIRS Al3OVE TO BE . 7777 N%44COLUMNS \ REMOVED d, , c5 ..„0 AIN Alr0s* Lo loweletolliryrk a / .,---- tP 0 ---- eUTL'441,* 77 c<\.., ' -0-21W-Ortaikk i / liN . 1 tiolan1111k-/LIP," <0.:( Uj 0 Ia._ ' I I / 7 .,---**-----'--- -70 CD U ILr & Ate,. \I 'CY • II . / .7 IP grata f 11:t tio,' ihk.\14T-E3A LIN Arit k \E X I S T I N G CONCRETE ,, 1).t'' .... yt ce. S y VA40 Itle I 11 40 y LOT 2 L E- '0" INT0111P1Pre TH. 5N-f3ACK Nr, Illop,, A \ Iv ,,, 1 ____ ____ • Tv — — • EXISTINcv . -7‘ . • — — -- 7 \,-"----- '---"---.--' Vil \I . 71 -4406. Adr4,7 0 68 1 1 7 ,e4s 0. 5 AV EV/044,116,,NO. THE 5 ' -BACK . i 1110 it, L 7 Ae.fr 7 ,0051-‘1,10" .4.4 fio,AA& * \or 40014 \ • r Ni ,1 1111111)„ "1- -.• -‹*••4, \ \ Of ' V it* 0• o . 3 0. 5 0, 66 o. 5 hh, 5"-6 I/2• \ \ 11'41 7 \\'1411111111111111W* Iff I""111 7 V IlL0 5L6 I/2• Aill ,\I• lice Ik' C CO•to•A6- '..',. 4- / • *14, \ ,1 0 5°.:70 . I CO / i 8 S• ----. 110111...-- N• LA\ ; TH . ., 0. 5 4..._ ,..- :iiiimwAi 1111a. 1 . ' .2 4/0 ii \ „---7.--- \ ISSUE DATE I yr7 . PROGRESS 2011-02-15 dr, ‘ r spAlhes 59° 26 ) 04" V\I PROGRESS 2011-03-01 PROGRESS 2011-03-15 PROGRESS 2011-03-11 -, 1.41110 Aar 777-7" - i i 1 10V1111 of \la 110rAllirAtrif R F V 1 EN tr,:i D FOR Ca.'E TOV PRB 2011-03-11 1:7:AiiPi IPI\IrE PRICING 2011-04-11 \ ./ op 10111111.4111roilioie' .., EDGEOF Date: a,„ o PERMIT 2011-01-31 .: _.: .." TV PED. •. bb ilk 7 77, 777 .777 ,---vy ;---"*.LOWEE:D. AI R(:).UNri, LEVEL PLAN yr 0.. ASPHALT A2. ..7 PHONE i\, 77 SCALE: 1/4" = P-0" bb PED. ' 7 77 (----,\CF At41,2 . 1 bk ) 0 \ \ \ \ • (f) \ 0, \ \ . BLDG. OVHG. 111111.1.•••••••11. .,.#' • ENTRY ...-', UTILIT • EL=8164.4 . PLANTER c<\* \ . ENTRY-- ESEMENT ),\ \ . ‘ t EL=8165.9' \ \ t. I\ .• i 1 / o \--D *ft Aorki \ ( ti,titit 0 .\ 4.0-001,10411; \ *. I) .C.5\ CP cs.4 -vi- f gfilicrk, \ -. .(\I - '-' 0. 4441P \ \ _c j.., cr) co \ 1111 1411116 Aar Ae,. oirlftp GARAGE ordwizt , , SLAB •c 0 ,. 0 5 il . II yN170, , 'P, t, 64 5 a: (1.) < - 0. viii„ \ NEW STAIRS: ..._c -NI. Air- EXISTING \ Pt '6 .... \ . 4111/41. • I " DIA BUILDING HANDRAIL * 36" OUTLINE a . 5 61., ‘ t,,P (IR 0 rt 3/16" '4111111rrilir: BLOELK • fli /id/ 1 7 ,....100 .\ yik, ST 0 10" ell' 64 -4ot •% 01 \ 36" -MEAD LENGTH SLOPE CONCRETE \-300 7 amilIMPle Aro- hitimal&-b- A* ASPHALT LANDINe 4001‘ NEIN STAIR 4 tri yip i._.t.44,* 4 i c )v 44 \--D FROM LOIA1ER I Ic"-- •111kWill000 5R 0 ±S" DRIVE 2 , ,,,,' LEVEL TO 41 * 4T 0 10" MAIN LEVEL 101 10 36" TR.EAD 7 OP ECK LENGTH ' 7 \ -.141(14f \\ 'irk Ilrer7 /Ill is 4. LAND I ammillial9"41 :\elltreiS I too\ ( ,_44f 7 0 . 5 A-;.. • p\ •. . ,,,, 1. I 1 V 1 r- kN, A, ......... n 7 . . .° <\"\\ 7 00 • 3 * sir I I kinnved Air \--'. ' Aisdisvirwee , 7 111- pionviiek outfo..... . V,11 c?; _i / \ III 1 71 i I 4 imittalkutifirfr . , --- - -1•. I I '''' \4" 61' la !I I/II I 64.3 I II 1!....„---"-wwilirrr*4t..141" . • I laillii.Attikr „V•\() ."// 0' 0 i * i \ •1 . I I \1\-11 NEIN ARI3OR MEMBERS OW1" - .. IIII 4/1 • . 7 .7 *CS-3. \ 7 1 = \ ilk A1111"/H I -. 1 I I 1 1 \ I 1 il. • ,," V V I' F- Cif) Li...3 . li 4- -1- la 11 \.•\ co cir \ _.1 (._....i i...1 ______// --•". c i II tfr . 5 --- - \ y 1. 1 XISTINe DECK AND \--7- 02 sc5S 4 \ STAIRS TO BE * 7 ''''''''' vgip , Asap >---" . 1^1 COLUMNS, REMOVED 7 5: \L__. 7 0. •••~0 'prow/ 7 '1 I I I 0 (-) r- Z do UTL. 4 A,40 NEN kr'‹\„,\ U. .47.,..0"-701111411P, Iriftkill a _4,0 L_Li 0 = IP- K.4"14Z4.1,-, • ILINe \ /I" .," OPIENItit Pillax. II4c., jir4004--atiattAittah, ''4 <IQ% 0 U U-I •. . * 0 ---i ilk BA. LIN i iiiik, \EXISTING • Areillytm. ....010- ........ 0. . / II' y V .,„....--' 64 0 • A111:1,64, H.- F2 < - > t: _, A, CONCRETE . (dr) u) co LOT 2 L E-5'," 1NTOW TH. SET AGK \NI F...t iv Awe a 1:1, ....... , 13 LOIN * \ .1 4. 7 \.------ V 4,411PV,,, 2 2 68 . \ EXISTINCV * 71 Aim Apor..., 0 0. 5 idroptiwz.-- 0 LINE- 16" IN • \ BL.Qc. 7 if.*4 404116.. .40" Ar I'41 401,40t* • W A L 7 .." Aff 14\ Aoh, ,viiitto. 1. \., BELON .7 ,0•51ir A /14;11ff, IA. Ns... *fii ._. 11 vc"#"-FA IP .0'1 "C7Cr Irk i 1 0. \-\\IN V ik \ 0. 3 0 4 66 0. 5 I . ... \ \ 11.4). 7 7 'glliqltKkliallrfir'w"Nlil .1411.11.111WP,4 77 pp.- ------ ;, 4‘ I. i"4 0. 5 l , ,•,- 359° 26 ' 04W V- S I" Pr ":11 Mr ) 40 . 87 „..„----"" • . VcJefi--. e , 7 ,,,,"3, ' ' tv.-• / to 4 ‘ /777 ...--7---/ ?""#..-"" ",,•,Ain of Vail ISSUE DATE _ .... "PROVRESS 2011-02-15 00, ..,-77-. riEVIEWE° FO , CO. ii COMPUANCE .. PRO6RESS 2011-03-15 2 ' 77 )11:I'R .7 ipviall -/ ...dorial ../7"7"7' De at . fo 12:2 -/-7 PRO6RESS 2011-03-11 bri' 4111‘.. ALIrler TOV PRB 2011-05-11 AddllirAl Code: PERMIT - - PRICING 2011-04-1c1 . 0 7' 7 GEAs0H ALT „-.,. .,- -- ---- 201-1-01-31 40 0,...... 1 7 91 TV PED. .... be6 AMAIN LEVL.EPLAN CI) V 777,, 77 77, (\II\ PF NOV SCALE: I/4" = V-0" bb PHONE e,\) 77 PED. A22 77 77 V7-v .1( 77 r-•c , s • �'3# [ ye. .' �D= \O E . . , . . . _ .. . . .. ,, ., , ,. . .... .,. . _ . . ... „.. .... .., __ „ . . , . . . .. .... _ . ..,. .„, _. ... . . k // jj , I ._ EXIS— IN� D ,, I _DI \.6 _ . . _ ......... .,... , „,,,,,..„...„,...„...„.„.„.„.,,,....„, r ... .. ....... ,....,.. _ . , . . , ...„,.„„,.... ,....„. ...„ .. ..... .... . ....„.... . . .. ,,. . . ., „.. , . ... .„...._.„,,.„.......,..„........ -:-:';- AFRI f \ +.—/ A\D A`tia' �:: ...—+" ACC—\ S `...�.i' -_-1;-i.:.':•;,..'2' , x-::..•-•.1-r:',---,,.1,.'::,.",",-,•.-.1,•.',..,,‘•.:---'‘,.:4- 1:'-'11-. *I,- . - ---- : r' ` ' ` „ (,f' ( L_ .. . .. .... _. .. . ......„: -',,,..::,1:".Z-,'' 141,,, iii.4;X:i.ai,.;P:',:i1-';',1''.1:1-' l.. 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NO— Si ZED 0 Ar.)D ROOF , o >"--- 0 rN''s (NI !ST ELVATlON u\ p N':''''r) (-D 3,1 < (...,D U (rILL'j SCALE: 114" = ILO" ; w 0 \ , (.,f) v C 1 , , r s - T 1 I �--- NEW DECK AND , ( ARBOR i -------------------------- 1 E: :: s • .• • 10.III.. — — — — — — — — — i s.. —,..„.„......„,.......,,...„—,—..4.—„,............1,—,...-1„+ + i I .� I ,e. , ._. » yw_« . f .0::: -.... : . :� IIE Rtti kr ; ifs .- 8 . _ , i1. .. , . 1 1 , , - , 1 .,-, i 1 , _ . . Ji i i d ;0� // NEW DEGK AND LINE OF EXISTINca a ,. y.: ARBOR DECK TO BE ► / REMOVED ', , LEVEL ' I EL: 73,_5" — — G / — — 1 ISSUE " DATE — � _ _ _ _ _ _ — _ _ � � I _ — — _ _ _ _ — 1 — i 1 i �. NEW STAIRS, CONTRACTOR TO 1 I /.. // 1 „:„.„1,......--z PROD 'ESS 2017-02-15 FIELD VERIFY ALL STAIR I / , ; M <�1 I 1 ---1 1 .__ .: ..w_ _...,. PROGRESS 2011-03-01 DIMENSIONS, AND VERIFY WITH I ./' / $RUN I .......":....,,......,,,,—........www,...,,,,,,,,,, , — .� , — � , a 1 .N _�_. # PROGRESS 2017-03-15 ARCHITECT AND ENGINEERI / I. 1 II PROGRESS 2011-03-11 U I q I TO\/ DRB 2017-03-1'1 It 7LI/ / / I 1 1 PR I C I NG 201 1-04-1 q a. / I <$I ic) PERMIT 2011-01-31 1.1—N f ELEVEL 1 _ _ ,_. __ l L: 6•41-2-1721'' "�� �.. 4Ar—:-'7 / \gib r . t :bl. , ; of \fail II ,I�-`V I R ( MIE , )ate; `' ..- 2 BOUT # V' TION EAST ELEV`AT I ON H. SCALE: I/4"' = ILO" " SCALE: 114" = ILO" * , DESIGN CRITERIA: STALEY DECK ADDITION JOB #: 1704-05 12" O.C. each side (stagger from each other and stagger at each side). A 3 B R E VI A TI O\ LIST iii) For members consisting of more than four members, contact structural Roof Live Load (Snow) 80 psf engineer. A.B. ANCHOR BOLT LAM. LAMINATED Roof Dead Load 15 psf q. All lumber used in construction shall have a maximum moisture content of 19%. A.F.F. ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL Deck Live Load 100 psf r. Unless made of treated or naturally decay-resistant wood, all deck beams and joists A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL Deck Dead Load 15 psf (including glue-lams) wider than 1W' shall be sealed and flashed at the top surface per ADJ. ADJUSTABLE LONGIT, LONGITUDINAL Wind (3 Second Gust) 115 mph (Exp. B) architect. ANCH. ANCHOR LTWT. LIGHTWEIGHT RISK Design Category II s. Drive pins specified on plan shall be powder actuated fasteners by Ramset, Powers, Hilti, APPROX, APPROXIMATELY LVL LAMINATED VENEER LUMBER Seismic Design Category EXEMPT or approved equivalent. Fastener and load size shall be determined according to ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL IBC/IRC Edition 2015 manufacturers recommendations for materials being attached. BD. BOARD MAX. MAXIMUM t. Framing Notes: BLDG. BUILDING MECH. MECHANICAL SPECIAL INSPECTIONS: Floor Construction: BLKG. BLOCKING MAT'L MATERIAL A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c„ tongue and groove, BM. BEAM MANUF. MANUFACTURER a. Special Inspections shall be provided according 2015 IBC Chapter 17. exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" BOT. BOTTOM MIN. MINIMUM r,, ' b. Continuous Inspection shall be performed for field welding (except single-pass fillet welds along panel edges and at 12" along intermediate supports. Install sheathing B.O.W. BOTTOM OF WALL (N) NEW c c3, 10 less than 5%6"), and anchor bolts !where indicated on the foundation plan. with longdimension perpendicular to oists and end joints staggered. BRG. BEARING NOM. NOMINAL - to T c. Periodic inspection of steel construction elements shall include material verification in B. Provide olid blocking between floor joists at all beaing locations. Blocking CANT. CANTILEVER N.W. NORMAL WEIGHT 0 I• 0 accordance with these drawings, manufacturer's certificate of compliance, snug-tight material shall match the floor joist material. C.J. CONTROL JOINT 0.C. ON CENTER 0 13 ,r 0) bolted joints, Y4" and smaller welds, reinforcing steel, epoxy anchors, and anchors installed CMU CONCRETE MASONRY UNIT OPNG. OPENING Z0'. 71 .- in hardened concrete. ; STRUCTURAL GLUED LAMINATED TIMBER: CEM. CEMENT OSB ORIENTED STRAND BOARD C o d. Special Inspections shall be performed for shear walls, shear panels, and diaphrams where CLG. CEILING FP_ PLATE vi ci ...' the fastener spacing of the sheathing is 4" on center or less according to Section a. Materials, manufacturer and quality control shall be in conformance with AiTC Product fiL CENTERLINE PLYWD. PLYWOOD I- rn ``' 1705-11. Standard PS 66-82, "Structural Glued Laminated Timber". CLR. CLEARANCE PKT. POCKET Z c = Q e. cThe onstruction structural engineer the structuraldoesnprovide special inspections. Periodic observations of b. All members shall be Architectural Appearance Grade, unless indicated otherwise by the COL. COLUMN R.O. ROUGH OPENING I- 0 °- L'- yengineer are not to be considered special inspections. architect. CONC. CONCRETE RAD. RADIUS -1 N c. Protect members from damage or exposure to moisture prior to and during construction. CONN. CONNECTION REF. REFERENCE D c FOUNDATION DESIGN: d. Adhesive shall meet the requirements for wet conditions of service. CONT. CONTINUOUS REINF. REINFORCE/REINFORCEMENT Z /j)e. Do not camber laminated members unless indicated on the drawings. CONST. CONSTRUCTION REQ'D REQUIRED o c a. Design of individual and continuous footings is based on a maximum allowable bearing f. Glued-laminated timbers that are exposed to weather and not protected by a roof or C.P. CRIPPLE POST RET. RETAINING o cv cc La pressure of 2500 psf (dead load plus full live load). similar covering shall be pressure treated or be manufactured from Alaska Yellow Cedar C.W. CRIPPLE WALL REV. REVISION Lo cc b. Foundation and retaining walls have been designed using a lateral pressure of 50 pcf, with the following combination symbols: DBL. DOUBLE R.S. ROUGH SAWN 1 L a c. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per 1. 20F-V12 AC/AC Simple-span beams DET. DETAIL SCHED. SCHEDULE D 0 X 0 the recommendations of the geotechnical engineer, below frost depth. 2. 20E-V13 AC/AC Continuous or cantilever beams DIAG. DIAGONAL SECT. SECTION CC ° 17'3 ° d. This foundation has been designed according to the design recommendations set forth in 3. 70 AC Columns DWL. DOWEL SHT. SHEET Lo- _.i geotechnical report 102 175 by HP GEOTECH. The contractor shall follow the construction DWG. DRAWING SIM. SIMILAR 4.1 rn a: y requirements from this same report. STRUCTURAL S1EEL: EA. EACH S.I.P. STRUCTURAL INSULATED PANEL e. A representative of the geotechnical engineer shall verify soils conditions and types during E.J. EXPANSION JOINT SPEC. SPECIFICATION excavation. Report any discrepancies from original findings to structural engineer for a. Structural steel shall be detailed, fabricated and erected in accordance with the most ELEV. ELEVATION SQ. SQUARE � : r, ,, re-evaluation of foundation design. current editions of AISC Specifications and Code of Standard Practice. ENG. ENGINEER STD. STANDARD 7 01EQ f. Backfill around and above structural buttresses and retaining walls shall be b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and EQUIP. EQUIPMENT STL. STEEL k �°�,:; a compaction-tested per the recommendations of the geotechnical engineer. angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade EQUIV. EQUIVALENT STRUCT. STRUCTURAL r' $�* ..1g ; g. Verify type of fill with soils engineer and structural engineer prior to backfilling. B. EXSTG. EXISTING T&B TOP & BOTTOM e c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts (E) EXISTING T&G TONGUE & GROOVE : i. REINFORCED CONCRETE: and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4"O unless EXP. EXPANSION T.O. TOP OF /,41.6 e w noted otherwise. EXT. EXTERIOR T.O.C. TOP OF CONCRETE ,‘w'�"" ,0,Q " 1 4` a. Concrete design is based on the ;"Building Code Requirements for Reinforced Concrete" (ACI d. Typical framed beam connections shall consist of pairs of Y4" angles using the maximum F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING AN IYJ L' '`9 318) as adopted by Chapter 19 of the 2015 IBC, number of 3/4"O bolts called for in Table 10-1 or combination bolts and welds in Table FDTN. FOUNDATION T.O.L. TOP OF LEDGE b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. 10-2 of the AISC Manual (Fourteenth Edition). FLR. FLOOR T.O.M. TOP OF MASONRY c. Concrete shall be proportioned usingType !-il sulfate-resistant cement. Admixtures "Hilti" "Rawl" 07/21/17 P P �' e. Expansion bolts shall be wedge type or Rawl or "Simpson", or approved equivalent FRMG. FRAMING T.O.W. TOP OF WALL containing chloride salts shall not be used. with the following minimum embedments: FIG. FOOTING THRU THROUGH d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual 1 Y2„� 2Y" GA. GAUGE TRANSV. TRANSVERSE of Concrete Practice. 2. �$"� 3., GALV. GALVANIZED TRTD. TREATED e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. 3 3/4„� 4„ GEN. GENERAL TS TUBE STEEL COLUMN f. Expansion bolts and epoxy anchors shall be located at a minimum of 6 bolt diameters G,L. GLUE-LAM TYP. TYPICAL f. Epoxy anchors called for on the drawings shall be "E con" or "Rawl" or "Simpson or from concrete edge and spaced at a minimum of 10 bolt diameters unless noted p y 9 P p GYP. GYPSUM/GYPCRETE U.N.O. UNLESS NOTED OTHERWISE otherwise. approved equivalent anchor systems. Minimum embedments, if not specifically indicated on HDR. HEADER VERT. VERTICAL g. Anchor bolts for wood sill plates shall be placed at 4'-O" maximum spacing with one the drawings, shall be according to the manufacturer's specifications. HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD anchor bolt at 12" from each end or corner and a minimum of two anchor boltser g. All welding shall be done by an AWS qualified welder. Welds not specifically indicated shall p be 3f6" fillet welds across the full length of the Dint. HSS HOLLOW STEEL SECTION W.F. WIDE FLANGE piece. g joint. HT. HEIGHT W.P. WATERPROOF h. Concrete floor slabs shall have sawn or tooled control joints at a maximum spacing of h. Delay painting within 3" of field welds until welds are completed. INT. INTERIOR W.W.F. WELDED WiRE FABRIC 10'-O" in each direction. Locate;control joints along column grid lines where possible and i. Where corrosive soil conditions exist, steel angles that are used to support exterior stone INV. INVERTED WD. WOOD provide slab isolation joints around columns. veneer shall be galvanized and shall be attached to the foundation with galvanized or _� JST, JOIST w/ WITH i. Concrete coverage for reinforcing !steel: stainless steel expansion anchors. K KING STUD w/o WITHOUT E=1 C":1-4 1. Concrete cast against and permanently exposed to earth: 3" j. All grout beneath column base plates and steel beams at bearing shall be non-shrink, 2. Concrete exposed to earth or weather: non-metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. A. #5 bar and smaller 1GENERAL REQUIREMENTS: 2015 IBC FASTENING SCHEDULE* B. #6 through #18 bar 2" *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.10.1 FOR FULL SCHEDULE 0 co 3. Concrete not exposed to weather or in contact with ground: a. Structural erection and bracing: The structural drawings illustrate the completed structure -r--iA. Slabs, walls, joists (#11 bar and smaller) 3/4 CONNECTION FASTENING°, b 1 1 2" with all elements in their final positions, properly supported and braced. The contractor, B. Beams, columns / in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for Joist to sill or girder 3 - 8d common toenail REINFORCING STEEL: consultation (not in contract) as required. 3 - 3" x 0.131" nail Cab C) b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do 3 - 3" 14 gage staple a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Bridging to joist 2 - 8d common toenail each end not scale drawings. Manual of Concrete Practice, 2 - 3" x 0.131" nail c. Construction practices: General contractor is responsible for means, methods, techniques, N...{ b. Except where otherwise noted on the; drawings, reinforcing bars shall conform to ASTM 2 - 3" 14 gage staple sequences and procedures for construction of this project. Notify structural engineer of Specification A615 and shall be grade 60 except ties, field bent bars wherepermitted bySole late tojoist or blocking16d at 16'" o.c. typical face nail P p omissions or conflicts between the working. drawings and existing conditions. Coordinatep „ note on plan, or bars to be welded, which shall be grade 40. 3' x 0.131 nail at 8 o.c. requirements for mechanical/electrical/plumbing penetrations through structural elements 3" 14 gage staple at 12" o.c. c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless g gLeo) specifically approved by engineer. with structural engineer. Jobsite safety is the sole responsibility of the contractor. All cr) F..)., methods used for construction shall be in accordance with the latest editions of the Sole plate to joist or blocking at braced 3 - 16d per 16" braced wall panels d. At corners, make horizontal bars continuous; or provide corner bars. Around openings and wall panel P-4, steps in concrete, provide (2)-#5' bars extending2'-6" beyond edge of opening or step. IBC/IRC. (4)-3" x 0.131" nail per 16"" F,T1 p y g P g d, Details not specifically shown on the drawings shall be constructed in a manner similar to (4)-3 14 gage staple per 16 r ' e. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specificallythe details that are shown for like conditions. These items shall be brou g p ht to the To plate to stud 2 - 16d common end nail CD located on plan or details, coordinate cold joint locations with engineer. attention of the structural engineer as soon as possible for approval. Approval shall be 3 - 3" x 0.131" nail F--"1 f. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a obtained prior to installation. 3 3" 14 gage staple minimum of one full mesh plus two inches. Laps shall be wired together. „ ,, „ „ e, All waterproofing and flashing is the responsibility of the architect and contractor. Stud to sole plate 4 - 8d common toenail g. Epoxy adhesive for reinforcing dowels shall be Hilti or Simpson or approved equivalent f. It is the responsibility of the contractor to contact the structural engineer at the 4 - 3" x 0.131" nail in adhesive systems. Minimum embedments, if not specifically indicated on the drawings, appropriate time to perform site observation visits. Observation visits to the jobsite by 3 - 3" 14 gage staple In shall be according to the manufacturers specifications. the engineer are for determination of general conformance with the construction h. Metric bar size conversion table: documents and shall not be construed as inspection. 2 - 16d common end nail y--^f N. METRIC #10 #13 #16 #19 #22 #25 #29 #32 #363 - 3" x 0.131" nail L � g. Though every effort is made to provide a complete and clear set. of construction „ INCH-POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 documents, discrepancies or omissions may occur. Release of these drawings anticipates 3 3 14 gage staple cooperation and continued communication between the contractor, architect and engineer Double Studs 16d at 24" o.c. face nail 1"*""1 STRUCTURAL WOOD FRAMING: to provide the best possible structure. These drawings have been prepared for the use of 3' x 0.131 nail at 8" o.c. a qualified contractor experienced in the construction techniques and systems depicted. 3" 14 gage staple at 8" o.c. ,. Double top plates 16d at 16" a.c. typical face nail a. Except where noted otherwise,' all '2 nominal lumber, except studs, shall be Douglas h. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, „ „ Fir-Larch #2 and better, and all solid timber. beams and posts 3" nominal and wider shall framing, foundation and anything else that may affect the work shown on the drawings. 3" x ggage nail at 12 a,a, be Douglas Fir-Larch 2. Underpinning, shoringand bracingof existingstructures shall be the responsibility of the 14 staple at 12' o.c. g # P� 9, P Y b. Studs shall be Stud grade and better Douglas Fir-Larch or Hem Fir. contractor. Double top plates 8 16d common lap splice c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 12 - 3" x 0,131" nail studs per plan and shall be nailed together with 2 rows of 16d nails @ 6" on center along CONNECTION SCHEDULE NOTES 12 - 3" 14 gage staple typical face nail each stud. Blocking between joist or rafters 3 - 8d common toenail SIMPSON HGAIOKT d. Except as noted otherwise, minimum nailing shall be provided as specified in the A� to top plate 3 - 3" x 0.131" nail "Fastening Schedule" in the IBC. 1 Q SIMPSON LSSU210 3 - 3" 14 gage staple e. Bolts used for wood framing connections shall be installed with standard washers and nuts. Rim joist to top plate 8d at 6" (152mm) o.c. toenail f. Unless noted otherwise, steel connectors such as those manufactured by the Simpson 0 SIMPSON MIU1.81/11 3" x 0.131" nail at 6" o.c. Company shall be used to join rafters, joists or beams to other beams at flush-framed 0 (2)-3/4"0 THRU-BOLTS (3" MIN. FROM EDGES AND END OF BM.) 3" 14 gage staple at 6" o.c. conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Top plates, laps and intersections 2 - 16d common face nail Type U or Type HU hangers of a ;size specifically designed for the member supported, as Q (3)-LLOO5 LEDGERLOK TOE-SCREWS 3 - 3" x 0.131" nail 3 - 3' 14 gage staple MTN shown in the manufacturer`s published tables. Contact structural engineer for details as designed by F SIMPSON LS90 & (2)-LLOOS LEDGERLOK TOE-SCREWS Continuous header, two pieces 16d common 16" o.c. along edge required. M TN g. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall Q SiMPSON HB5.50/16 WELD TO STL. TOP FLANGE Continuous header to stud 4 - 8d common toenail drawn by be ripped to match the width of the wall or beam flange. Nailer plates supporting topH SEE DETAIL 6 S3 Rafter to plate 3 - 8d common toenail checked by TDI- flangee g hangers hon fromer g one locationsside only shall be installed flush with the face of wall or beam / 3 - 3" x 0.131 nail flan . 3 - 3" 14 gage staple IO SIMPSON HUC612 issued h. Laminated Veneer Lumber (LVL) shall be 13/4 wide and have the following minimum Built-up corner studs 16d common 24" o.c. I J SIMPSON LS90 3" x 0.131" nail 16" " c. properties: 3" 14 gage staple PERMIT 07/21 /17 1. Flexural stress 2600 psi 2. Modulus of elasticity 1,900,000 psi 1. UNLESS NOTED OTHERWISE, USE THE MAXIMUM NAILING REQUIRED BY THE MANUFACTURER. Joist to band joist 3 - 16d common face nail 2. ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE-TREATED LUMBER SHALL 5 - 3" x 0.131"' nail 3. Tension parallel to grain 1850 psi 4. Compression parallel to grain 2310 psi HAVE A SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT 5 - 3" 14 gage staple 5. Compression perpendicular to grain (parallel to glue line) 750 psi ARE GALVANIZED PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER NOTES: 6. Horizontal shear 285 psi MEMBRANES. For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. 7. Connection of multiple-member beams: a. Common or box nails are permitted to be used except where otherwise stated. A. Top-loaded beams b. Staples shall have a minimum crown width of 7/16 inch. a) For members 12" =deep or less, nail each member to the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, nail each member to the next with 3 rows of 16d nails 'at 12" o.c. B. Side-loaded beams l . °,+ 3: % I i) For two or three member beams, nail each member to the next with 3 r k /It- d r r " Q ~) 0rows of 16d nails at. 12" o.c. �� a - r in ,a 'a ti - sheet ii) For four member beams, bolt through with 2 rows of 1/2" diameter bolts at 12" o.c. OPTION:In lieu of thru-bolts, use (2)-rows TrussLok screws © Te: F�"" �. ,� . � ) JOB #1704-05 \ �` \ ` \ ,'' '' \ \\ \ ' _j | \ `� ` ~'�^^ \ (E) 5�^xl3�^ C L \ ` � \ \ ^ ' cj L. -° -� � � \ ` ` \ ' ~ ___ ��_ ___� \ \ -,,,-,N |' | u� \ ` ' | � \ ` \� / '' | ` � / \ ' \,~ �� \ \/ m | \ � `` ^, | \ | \ �� \ /E\ �Y"x1��" ��L | \ ` ' - - _l� __�| ` -rr_ ___` \ � 1—CONTACT \ � ��' ENGR. TO \ REVIEW / � ` ` �� �,� | �����0����K��|«� UPON r, ^ \ ` o CONDITIONS'`~~,~~° ~ | c r- \ I ' O» to ` ` � � \ ` \ ' ` � 0 � �==� ��=-~ '�-� -- ' 7] c^ �� _ ` --` '-- ' J � -- () `� co --- ------- cn z\ _ v � \ | - � N. v, ` - _-_ uv 0).- 1--- - • �^ � �� � �� � 1-_ '` _- z - � _ _ _ _ _ � [ ± _ 7: a. u_ -i 0 -� r- � ^�* - c� '~ --�� - --- _J � � = 4 cz �} r �� cv 'v ^- -- - -- c� �� 0 `` / 0 � - - m cz [n S3 CK w �~� m �� �� E ��,` '� = . , � ��~ C} �� ��- --� --' - ' -- - --- -� 0^� - -- �� i) � CO ' cu oo ^ x� �~_` _ __ _ __ __ ^ _ _ (] __ un (C),- .......---, � - LO D ( /�\ TYP. K§ RAFTER BRG. '-'s=1(!iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii: 1;) T IYP. � ~+ + 0u 8/x12 G.L. A. .{. 20E-V12 �� 0 m u ��� DROPPED . �NORTA � - IC +� co.); ; TRELLIS MU SCALE: 1 / 4" .� - ~` cI� unur Eu _ { r ^` IMF - � � ^` ' / � - Q. /Z PLAN NOTES FOR NEW FR/ .|K ~' ��. '�` 4- ,eleruft..e.o,\ ' 1. NEW \ BELOW M EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED:--a 02 4v.il, NON-CONTINUOUS CRIPPLE POSTS ARE INDICATED: � DECK OUTLINE ' 2. ALL POSTS ARE 'LABELED AT THE TOP. (BELOW) ' ~w` ��� --�'' 3. NEW ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). ` � ` /' 07/21/17 4- "/ \" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. ! ' 5. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( -- -- -- -- -- - ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). Z C { ��==� \ ` \ i | ` \ \V- *\ \ \ \ \ \ \ \ ` 1 � / r ` \\ \ \ | ' \'' H �� .\� � ' ` ^ ` ` ` ` ' � P��1 �~�_ ` \ STAIR TREADS ���� 0 u- _ ' BY OTHERS r����, ky°. \\\\ ` \ /0—�, 0 ��"/ \� \ �y°� \` (\ � ' alk � . l ^��' \\.\ , � v,/ mu/�^'�^" STRINGER �~�� \ ��*�, �~�� SLAB ON GRADE ` ' ' '~ \\ %"0x6" EXP ANCH V� 2^ �y=� BY OTHERS \ ��~- _ _ . _._. _ � ��� ` �°_�) U� (J mxU�� �U5 �� _°yc~ ` \ \\ �C��`'` " INTO /F1 ^��V � \ p„� c".. \ v. // �� \��/ /~=� " /c*Q�uv | \~�� cTQ. \�'- | / ` '~ ~~�' \ | � � � � ! � � r ~� \ ` . . '� -.. ^ . ,~. TO �� / \ ( �N�- ATTACH STL STRINGER ` /~ - ` ` ��� -� ` �-- � ������ � _��� �� / -�- ' / ' / '..*:17:_-_±:±7j ��� ~ ` \ TO COL. '~ ' � � -- -- -_ __ ___ __ _ _ _ ___ _ __ ______ ___ _____ . ��� � \ / (J> ' '' \\ ' ~� /�\TY�. ��� LJ�^ . | ` / -�' ' (N) CONT 11T� LVL LEDGER ( ) '--` ! ___��� 75 ." n�=�~ Cr) ��� ' �� / ���`� ' (3)-LEDGERLOK SCREWS ��� �� �� / /�7-- � w/ ' ��� � � ��- - - - - - - - - - - - - - - - - - - - - � " �� � © 16" O.C. (TRTD. \F RB] D rTl` 6� ' ~�- | | AA) �� 11�' LVL's © 16" [L�� /S_0pED\ BY l[CL\(\ ' { '�-� ^--' --� ` (�<�»`~/ / ^ � "" (S_OPED) - - -' ' �~~\ �~�� OR / r-- �~�� T �/ 7O"� ��u-�� / . ~ - m PACK WEBS SOLID x 4 -O -�� ^�� p�� ' ) / c� �- � CONC. OR �u»','^ . / rTHRL-BO�T� �~�� ( c�� \#``� ~- NOTCH LOG FOR / / .w/ ` ^ - `' 1111, ` ' � ' � //N\ /9\-2x1� | (2)-EA. ��DE Q� HAN�ERS| k °, VER{FY LOCATlON �� STR|NGER TO BEAR / ` / `-/ ! ~' ' ^ �/N RELD / i &/OR ATTACH TO / / � -�^ � in �� ��� / \ | = w/ / � - �~ ' ��� / / \ VERIFY LOCATION | THRU-BDLTS� / / � CANT. ��: (N) y4)-1G LVL (N; /4\~1H LVL„. ��| T�^- / ' / � `-' - ' ^� ~ ` ' � . ^ ` '/ | �- | m- -- / y IN FIELD ��_0x3'_Ox1^_O FTG. n` ' INTO� LOG POST / /' /�\ , ' ` . ' ' ;�: � ' - ' ,, ' i>�| /�` ���°� _~�o -`^f / �/ /4\-�5'o x 2/ O" / / ~~ ' '{�- - <{�|Yp. <�)TYP. .-� ' �, ' ` �� . / / _/ ` ./ ~� - / / �9~ � 'o 6 � � ��� r- / EA. VYAY. J" CLR. / ` � � �� ��"�� / F- --- -] FROM BOT. ---~ { � -- / / � ' | ( \ < `` _�\ ��a�' -- \�~~� � ~���` / / _ __ __ __ __ __ | __ \ �N� \ � `.^` ```~ ��� �� / � n�� '4� �N�' / � ' \ / ```` ```` �� 11�1 LVL's �� 16" O.C. (S_OPED) / / ,m� L | � ~^__ // `` ~` �/ ' -� '~ � �~~ 1 / _' ! `` `~ .' __ / 9 & /xy ' | `` ~` /��TYP / .� 1� � {�' `` [} �� , � ,r ( � ) � xr �� ~` \ ��� ~� `~ 85 0� � .~� ~``, `~`` /�\TYP. � . ` `` `v ' �r� � �,` �� �� ~~ ,` �� ^� ^ `` (� .� `, �� � � ~ ~` �p s� `` | , /�\ /�` � � �� � �n \ � � � \L./ v� ``~~ ```~ " ' RETAINING � ```` ~``, ,� .� /�> /7� `` ~. ~�— WALL, V.I.F. `` `` ��� N `� -11T� LVL ��� � 3 ��' � � — ~ � - . _ N � = LVL � ,` `` | �/�»�r �r ., `, - - - -- `` `` . 0 �) 0 �. \ O�- / {S`` ` ` . _ `~ ^ `. ` `, ` _ v^ / / N | o ~o ` � $° ) `` ``` �� designed by y MTk ry ^` ` q'`` ~~ / .�� ,` ( �� ` � — F—�) �) + <I, -........N `�`~ .c�� drawn by MTN `` ~ ` -,,\,_ '// / / .� ATTACH STL TO COL. 0 checked by TRA `` ,` ~.__ m`~ ~^ PACK WEBS SOLID x 3'-0 LAGS w/ 5" MIN. PEN. INTO LOG `~ '-- `, w/ (4)—%"0 THRU—BDLT3 [y \—EA, SIDE OF WEB] issued `` `` � -, 11'-O" 11'-O" 5'-0/2" 67/8" V.I.F. [(2)-EA. SIDE OF HANGERS]\ + / ~` ``~ KJ[l��TA PERMIT �� /n1 /17 ~^ ( ' ` ~^' ` " ' ' ^ ~ ' / ^� ' / / ' �. DECK FRPLAN SCALE: 1 /4" = —� °`` N _ �TA , ^ 110 TI ` ' . [ i - 1^/x - 1 - 1PLAN NOTES FOR NEW FRAMING: ° ~4~=° 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR �AB�DVF) ARE INDICATED: d�,' PLAN NOTES 2EXI8TN8 POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: K--4 7 /� j/ u&a/ i;- � �UV,-� �r‘rrx � ���,1` TOP OF FOOTING ELEVATIONS ' - BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT � ��_ _ �_ v �„� x �� U.', �,95=N0N-CONTNUU3 POSTS FROM ABOVE ARE |ND|CTED�DEPTH. CONTACT ENGINEER IFON IS REQUIRED. ilvii. -•! 'ZNCF: | -- 2. POSTS FROM ABOVE ARE INDICATED: CHI 3[ ALL POSTS ARE LABELED AT THE TOP. / ������ ` \ ��/^ - --7-~-^ 4. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, �XPJ SPAN RATING 24 0.C. ^�� 3. DO NOT SCALE DRAWINGS. , ' — oy <~~^= ^ ��8�f �/���` � __-- 4` .EXISTING CONSTRUCTION /F\ \S INDICATED U3 (-- -- -- -- -- -\ NEYY ��N3TRCONSTRUCTION /N\ |S INDICATED 5.5. " " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE' _�~ sheet THUS .( \ | p ) / | ' O. EXISTING CONSTRUCTION (E) IS INDICATED THUS / - -- -- -- -- - ), NEW CONSTRUCTION (N) IS INDICATED THUS / ). , ] JOB �170�_ [l� f� / / u-r u`/ { DECKING PER WATERPROOF MEMBRANE ARCH. BY OTHERS �,., .. �. rn ,rnv RIPPED SLEEPERS �""' (6 rn I PER ARCH. o) ri N c,��5 oa �G, TYP. % z 1) 1Y4" TYP. 0 ® \_/ J IF SMALLER LOGS AND - c PIERS ARE USED, ADJUST JOISTS PER PLAN LVL BM. PER PLAN U N 2 PLATES ACCORDINGLY ci 5 BRG. SADDLE: 2 ' x BRG, FL:: Y2"xBM. WIDTH + ya,rxDr-9 3346" V ‹J Cr ' 0 o 2Y2„ II 2Y2 w/ (4)_y4"x6” SDS SCREWS 7 lI N 1y4" 1)4" (2)-SIDE R's: Y4"x6"x0'-9 > w/ (2)-3/4"O THRU-BOLTSND ``.�„ LOG POST PER PLAN SCALE: 3/4 = 1 -0 ti.0" ,. fill wt L ...,,, __-_,,:„. , J 4 m .....„.„ 1 07/21/17 RAFTERS PER PLAN DBL. 2x TOP FL's w/ LOG PER PLAN (4)-OLYLOG SCREWS EA. POST \ I I I BRG. ft.: y2"x7"x0'-7 ON 1" MIN. 2x6 STUDS © 16" O.C. SHIM & NON-SHRINK GROUT w/ � . . t.'. r^� BTWN. POSTS ,► t, (4)-Y2"Ox10" A.B.'s 0` V z ii II KNIFE FL: Y4x5xO'-11Y w/ �► ��L= ..JJ� (2)-3/4"95 Z SIMPSON HGA1OKT EA. h ' 6x6 NEWELL POST © ,, ; THRU-BOLTS • I r i \\o i i RAFTER © BRG., TYP. z 6'-0 0.C. (MAX.) \��%��\j\Qj/ I I jW SIMPSON HL55, 1 .,,\\�` I I �7t„ TYP, b DECKING PER ARCH. �\ i BM. PER PLAN Q 0 WATERPROOF MEMBRANE 12 CONC. PIER H _ I I � n Q BY OTHERS Z In (2)-3/8'10 RU a BOLTS RIPPED SLEEPERS I I PER ARCH. (2)-#5's VERT. EA. POST, . I 44 SCALE: 3/4" = 1'-0" TYP. = rill rr IIsi Iy y�= i f f J ,f z,f f f/ I V S3 CO :., , i [ -- I I BELLED FTG. - SEE PLAN t ___ _ FOR DIAMETER ch 3 I I I RAFTERS NOT SHOWN / FOR CLARITY\I A BM. PER PLAN BM. PER PLAN SIMPSON HD5B Lot)EQ. EQ. JOISTS PER PLAN (BEYOND) 0 IAQI F'1=1 Zi tH„...„, 10 SCALE: 3/4" = 1'-0" rr , (6)-OLYLOG TOE-SCREWS a S3 E SCALE: 3/4 1 -0 [(3)-EA. SIDE OF BM:] R Vii► S3 I~--1 5„ SIMPSON CJT6 1.-.,--1 2Y2" 1111 2Y2" POST PER PLAN in 1-4 ', ,,'N FT-1 NI 1,1/4" 1Y4" r- to 0 - _ _ SCALE: 3/4" = 1'-0" = 1—i 0 1.1 110 <41111 STL. BM. PER PLAN r H g II II re) it �JJ (2)—Y2"95x4" LAGS ti RAFTERS NOT SHOWN (5)-OLYLOG TOE-SCREWS FOR CLARITY LOG PER PLAN BUILT-UP STUD COL. [(3)-EA. SIDE OF BM.] A 170-1 PER PLAN I ( KING POST PER PLAN I 0 IBRG. R: Y2"x7"xO'-7 ON 1" MIN. j SHIM & NON-SHRINK GROUT w/ rF, .. II \ (4)-Y2"0x1O" A.B.'s 7 ,r Z It II KNIFE It: Y4x5x0'-11Y2 w/ SCALE: 3/4" = 1 -0 `° `\ I iLL� �J� I ,� (2)-%4"0 THRU-BOLTS S3 �\\�\{.\ ` ! �\) �\ ''k\y designed by MTN f\`,;`fi I I ":><, • ,,,,,,\S MTN BM. PER PLAN drawn �f% � ' SIMPSON HHGU7.25-SDS by I I DECKING PER SIMPSON HL55 - �._� TDH 12"� CONC. PIER ARCH. H=15.938 -=-* y4 , checked by I I RIPPED 2x SLEEPERS WATERPROOF MEMBRANE ft issued BY OTHERS PER ARCH. U `�CJ ,= PERMIT 07/21 /17 p. 4 5DWLSx o (XI 1 l .j� t E.. . ::. i...... t�" fill 0 TYP. . T e _ J L - ° BM. PER PLAN \ -- ..411..... ............. ...IL\ 1 RAFTERS PER PLAN- - AIL.... \ \ SEE SCHED. FOR REINF. JOISTS PER PLAN LVL BM. PER M PLAN -I 0 EQ. EQ. LVL BM. PER PLAN Q TYP. {3B TYP. SEE, SCHED. STL. BM. PER PLAN sheet (PACK WEBS PER PLAN) 0 \ o )) 9 SCALE: 3/4" = 1'-0" 6 SCALE: 3/4" = 1'-0" SCALE: 3/4„ = 1'-0„ \) 0 S3 S3 JOB #1704-05 i 4 }