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HomeMy WebLinkAboutLions Ridge Filing 4 Block 1 Lot 3.PDF , r t LOT 4 c ELECTRIC EASEMENT to 101 1 ,. N p L S 16821 S42°36 53 E 197.92 60 41' CALC I 10 1 125 00' 1 I 1 I I TRACT B I C' o I C5 < (Do Z JO POWER POLE I J U EDGE OF PAVEMENT U 0 Q Q Op > -, l � m � o , T 6 o 0 l K' z z O H O 3 O 0/ � O J O ' O - N CD O IN SURVnYOR'S CERTIFICATE CD 0 I, John E. Stenmark, a Land Surveyor registered under the laws of to o m O the State of Colorado, do hereby certify that + RUM aphYC survey N 100 D was made by me and under my supervision and l� t ",,pis accurate aD M _ N CD l and correct to the best of my knowledge. �` ,r ;.• otisT�,��•w ��►r+,� 1. CD CD � ! I Date /�.'_' • '`.,. io ' - S e ma k LOT 3 N Cos a�a,&, .S. : �0 ' 772 A C r°rs�y+�••••••w•s••� � �' W NOTICE: According to Colorado law you mom; CD�+ ,=piny legal action / based upon any defect in this survey within six jf axgjisfter you first dis- Ncover such defect. In no event, may any action based upon any defect in N this survey be commenced more than ten years from the date of the certification r ° � shown hereon. z r. / L1J M J p %3 CD I W Z O m z F- Z 12 5' 12 5' w Z a u Q N ! � ! c to rl HOLY CROSS N z ELECTRIC EASEMENT J W N N� WATER, SEWER BUILDING ENVELOPE AND DRAINAGE EASEMENT t\ SCALE' I = 1d 125 00' NOTE I DATE OF SURVEY: 8/23/84v kd J �. 1 Z ►��, L ®® MH RIM 8245 8 60 49' CALC INV 8242 0 137.5' L.S a N42036'53"W 198.00, 16827 ®� w ki ad � > '. 6HEE7 TRACT B 1 J®� ®• 940 TELEDYNE POST N46860 L Symboi Legend Owner W ` - n Mr. & Mrs. Dennis Gartner W ; z o j r c/o E.C.S. , Inc. � . 4974 Lincoln Drive H ` ELEVATION SYMBOL Minneapolis, MN 55436 Q ` Y.Y. 0 612-933-2594 o W z =EXISTING G A R T N E R R E S I D E N C E GRADES O U Architect � LOT 3 BLOCK 1 FILING 4 LION ' S RIDGE SUBDIVISION FINISH GRADES The Collaborative Group, PC JC! w � 201 Main Street, Unit B • P.O. Box 730 VAIL COLORADO WOOD FRAMING Minturn, CO 81645 U 303-827-4001 Y - • CONCRETE structural Engineering STONE VENEER Monroe & Newell 48 E. Beaver Creek, Blvd, Ste 307 RIGID INSULATION P.O. BOX 1597 Avon, CO 81620 303-949-7768 � . OTHER INSULATION PLY W 0 0 D - — ---- '0L- DOOR SYMBOL WINDOW SYMBOL R® O O � DRAWING INDEX SELL • 76 bin. DETAIL INDICATION ARCHITECTURAL: .rte Cl \A. Bite Plan l l �'•� SECTION INDICATION Al Lower Level Plans A2 Main Level Plans A3 Upper Level Plans ,:,'u DETAIL INDICATION A4 Elevations �+ A5 Elevations A7 Building sections `' ,, A8 Building SP.CtlOriS ROD S SHELF A9 Wall Sections A10 Details INTERIOR ELEVATION All Details Al2 Interior Elevations, Frpl . Details A13 Interior Elevations at 1/41' A14 Schedules A15 Elevator Core Al A16 Roof Diagram .k ,;,f FP1 Finish Plan,Lower Level .�v S� _ :r f YI n x' " )� * 5 1:, ` , s S x, x �' n Y J '' , x ■ FP2 Finish Plan, Main Level FP3 Finish P1an,Upper Level STRUCTURAL: o a• �'°' 5 ��a " yt' t, S1 Foundation Details A,`,' ' �. . .� �� �- S1.1 Foundation Details S2 Foundation Plan s t �� S3 Level Two Framing Plan S4 M ain -w x h S5 Level Framing \ S6 Roof Framing ELECTRICAL: aM � ' Sl Lower Levels,Schedules S2 Main Level S3 Upper Level W CID DFNFRAL CONDITIONS. SEA work shall be performed under it from ALL governing 1. LICENSES AND PERMI'T'S. All peer perm g entu>j ..,, � y�`' �.`.� authorities and shall be inspected by their personnel and observed by the architect. _ W 2 INSURANCE Contactor and all sub-contractor shall carry Contractor's Liability Insurance (personal and property) and Workmen's Compensation meeting minimum Colorado requirements, and shall provide proof of same upon request 3 SAFETY Contractor shall take all reasonable precautions for the safety of employees, workmen, occupants and the property itself Maintain two (2) ABC fire extinguishers on �' m the job site from start to finish v CJ `, �^� _ - 4. MEASUREMENTS Before ordering materials or doing any work, Contractor will verify all W � measurements on site k � 5, MATERIALS All materials to be new,,in good condition, and of standard grade or better or ' specified product is unavailable,or "��' '' �� � � ,��, '_ as called out m the Construction Documents If any sped prod � 9 if the Contractor wishes to suggest an alternative, contact the Architect for venfi cation J 6 WORKMANSHIP. All work shall be performed by mechanics skilled in their respective trades ��l ' in accordance with the best practices of that trade. Contractor is to Coordinate, .x, fad° ' supervise and take responsibility for all work of his employees and sub-contractors and their employees 7. DEBRIS Site and budding shall be kept in a neat and safe condition at all times. Ca Contr alt r to provide a dumpster on site of a si;e necessary to accommodate all trash g SCOpe of work and adjusttheeccontract ysum accordi ngly nA written record revisions each Change ,rsy s�iaN �°,Y .�,i✓� •W, 7 ,�k. ,+ A` ' t t��' e+'3 `+r`Fz # d:�'..n , shall be kept by Contractor for final accounting The Architect will be mailed a copy Of M +� a^`�'�'�, `r so- h g all changes "'r ,re ' k " ',. , ; 9 ARCHITECTS ROLE The Architect will have no responsibility to supervise or coordinate the oi C�cT Contractor's work, to stop work for any reason, or to insure construction safety. His sole 1 P J function shall be to act as the Owner's agent in making periodic visits, as set up with the Owner, to observe whether the work is proceeding according to the plans and specifications The Architect wishes to consult with the Contractor frequently and provide whatever assistance or clarification might be necessary to keep the job proceeding according to schedule and plan. c�iECkEd by Should questions anse, the Contractor or any sub-contractor may call the Architect during normal business hours at 303-827-4001 Town of Vail Curnmunity 10 SIGNAGE gn Contractor and Architect may erect a si identifying themselves for the duration of Development the project. The sign must be in compliance with all local and applicable regulations and i submitted to the Architect for approval prior to fabrication t Plan B I. Health fire 11 DESIGN. Drawings and design concept are property of the Architect and any use of such drawings [)ATE and content for any other project, without written consent from Architect is strictly prohibited j �GGraved ❑ ❑ ❑ by law. 12 CHANGES Changes made from die plans without consent from the Architect are unauthorized* and + shall relieve the Architect of responsibility for all consequences arriving out of such changes. r, Denied ! E] GENERAL NOTES. 'f Validity of Perimit C f3 - SPr. 3 (C) 19 L1 1 DO NOT SCALE DRAWINGS 2 All General notes to be considered part of the Construction Documents fh e r;`ctlanfe or granting 0 a p°itlrit cr approval of plans and 3 Contractor required to notify Architect of all discrepancies in the Construction n ,i. „� sp�;5f,c7fl�,rs shall rat be construed to be a permit for or an Documents and await clarification ap;irt i�l of any etc atlas of any e# tt:e p arlsurls of this cads 4 Contractor to%enfy all utilities information at job site before commencing construction ����®�/�® �Y THE or c$ any other Orrpnar,cp of thu lurisalcatlen The issuance of S Refer to all Architectural, Structural, Mechanical and Electrical drawings for coordination TOWN OF VAIL. a permit based upon plans, specifications and other data shaP. of all work i required to prevent with a between barons trades during construction not p,cvent the building official from thereafter requiring the 6 All wort to be installed m accordance with applicable building codes and regulations as well DESIGN REVIEW BBOAR® correction of errors in said plans, specifications and other as soils test information and Soils Engineers recommendations Y data " 7 Provide positive drainage away from building at all times`13 _� /� 8 Provide flashing and/or counterflashing and waterproofing at all conditions where roofing 0AT� ! '`�� abutu vertical walls, and all waterproof flat surface the buildi seer(18' ilia). �. DATE: 9 Provide smoke detectors as required by latest edition Of ;Wand regulations ������ 10 Provide attic and crawl space access and vent ®ear 11 Provide waterproof membrane 8'_0' (min )u ve g t bons AOL 12 Provide all fimstopping and drafstopping as i y 13. All-exposed flashing and gutters to be copper 14 Provide one-hour rated flue chases 15 All exposed honzontal wood members(belly bands,etc.)to have 45 deg chamfered top edge. CONSTRUCTION SET 1 /, y r I - , 1 F f i ; , M - LOT 4 - - ' ELECTRIC EASEMENT I L -T- S 16827 ' S42°36'53' E 197.92' 43 3' .- 60 41' CALC I ,, r y ry`D L 01 d t I N no I co 10' k440' ° o } 125 00' a r�% ' a , DITCH i I TRACT B � / — � C.. � � 'I" � W�� Z °Q rice.", (D 0 Ty A146.- 067AV 0 POWER POLE E / / , --.--- Ce c�t" o ✓'ecv o ��`430 EDGE OF PAVEMENT l a V C7 Q €1 r LK\ . / / I I - • �,.� f�. I t C' o t&c. G�vl °M oC >L i oe y' cAAAe-e N t vex p cn Z 1,6 o n O 1 1 sa = / y / L T v- �► i tom, b ACC `. e 4�` I— 0 ct �' v' ,�-C-'. pQ�,,t K$-Z. � 43 2' 1 V"�" (� SURVEYOR'S CERTIFICATE O_ 1 i ' `� --- ~- - 'I\\� @ t r i 3 I, John E. Stenmark, a Land Surveyor registered under the �U`rvsey of } 1 i _Q- _ �Q I I / the State of Colorado do hereby certify that twi aphic N O °D =0 6� �°'- QtL�i was made by me and under my supervision and tai t�� �� is accurate M 1 O c~v Q1 1 1 \ N\' — — ; -� 's jj1 I 'f- - �. ` ��...».,, "ar co �p I _ �- »1' and correct tp the best of my knowledge. .� .� �•• r,15Tr,�'•,, 4P r,, CD - - _ ' , ti 1 Date .E, F 'To " Stenma k LOT 3 t -- -I�- IN cV col��'� �L.s. - 772 AC ` ` it *. a��c ''••....••• CID t ` _ -y- =\i NOTICE: According to Colorado law you mf ;t �a ,,�ny legal action w \ - _ ' 44 5' based upon any defect in this survey within three "'Zl er you first dis- cover such defect. In no event, may any action based upon any defect in *ii.s survey be commenced more than ten years from the date of the certification r 0 to shown hereon. Z V �. VIZ Se; *© 5 Caf z LLj X45 0' > f AD CCs A•q. " aMD a,� ]���+� a z � < d o r 12 5' 12 5' i , " ! ` Cn V N 'e C 4e ��-` �1�� Lm-f< j 'D Q - W X453 Q 45 0 X HOLY CROSS \ • N h r ! Z ELECTRIC EASEMENT \ '� I • N� ML x440 1 ¢ 0 IJ r \ o bX 0 1 I 4 WATER, SEWER BUILDING ENVELOPE 1 0- BOULDER AND DRAINAGE I� �� V• V f EASEMENT \ I"= 10' 125 00' r SCALE I = 10 �o NOTE I DATE OF SURVEY' 8/23/84 \ 457 2 ADDITIONAL SPOT ELEVATIONS. 4/28/93 tb ti {{F ~ \ t� b \44 6 J W — O �tio _GoNTi�LTa� -1'0 \/E2 i U'n L.I TY' LoG°.711��1 Q Q i 1 • C.oI.K"�'�c ITT I oN �Q te M RIM 8245 8 INV 8242 0 .. .^. v 60 49' CALL 137 5' 168 �+ 16827 �C �i J�iC�ehi I L,rSQ tJ N42 036'53"W 198 00' \ z x45 I' * n � ip) Id I O 1 W.,,.. ..—...._.__..---___ AA"�.�,,jj sA ?•i ,9 'ggf kaj 4'k� 1�' F pppp i. 7 '� ;x 'vt*✓N mwwrr •,,,,.,,,...^•.R......... ..wu..+...o..y -wattY �i' sG Cr4 �`14".PrY'Yw yj TRACT B r � f � W--a, G"yy ... ._._.......... Job N Q. 940 TELEDYNE POST N46BBO . w �d r a �T' r �'�"� _-__ �... _ - -_�" _� — _ - .. ...r,,.,,.,,,.n..---- -- `- -.•Y��' ,,... --±--- — - - -... — +� _ '_ ---...,,,l�,r-,rr.,.., _ - —' . > a__-_ ......_.`, _ _ �- — _ 4'�'�r""`k�— ':.°,.,' .�`.`—.`"r' '^d. 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I� �_� • ',�' — i I I-d -------- �/y 1' --��_°��-- -�/2_ —� Ilol-DII 3/L IDII W � ,•�< . I i _ , Wa , 994 3 loll t p PROJECT i A N A-7 � CNECkEd by DATE I 11 it 11 u411 ? �� GA�-R �AGE LEVEL � LEV �E � 21 �(A ,E ® = r-- 4 .. --.-- _� I -- � T ICY p �. a l $- ( _--- ��' - - - I —- ' / �� 1 r � - ' � Fa✓� i ji � Y mow/. [ till ILI/ ill Ell Ill I It II11 =111 I j By , • 8 W d y a ® r � M '600orc` • N �..._ U a • Q W ° _ U z Aoh cv f— x W m 1 X • � O N Z Av> - 7 J' Off I� - — ! II al 51 �I� ry ICI"�If A A•1 � I \4 ,,mp COL Oar f � -- -- _ _ _ _ ROBERT 5• L LU\CEL � I C Kir�E ply ��-- I i -- --_ - - I I--- � � 7� ® ! �!-r�H-►� lay„ sNp� I � , E1,,ID 1 D � wz .•--°`"""..-� '\ �--- `"""°,pro_--__-� =g = � ��v. "�O=a' I f 4 I i � ! *��,✓' y�, f ► j , T ; A7 '� A i - f♦ 1��7�b M b SEE 4e-F_T A-15 F� Not ,1:71 H4',e7U ��- �,0 DNS 1 w e, Wl✓T �Ag� r v _ \ v go �y2,1 �, r2 I i J- I � � ,� � Goo �Ir `/ ar EV. ,� � ii ��- o � Q , \\ �� " 1'�aFt�t-YW'G' , �° - \��I � � �� � 1'�fN�r��. wax - \ LJ W e� CID �\ _ of �r ' / Q f / ♦ o ELEU (O*'-ON O ( l� I I i� \ J�t71 ----- -- --- - — L� 0 J y LU W I +► � I ZOR �Lev =6fQ�' ca \ � PROJECT �- � ,1 P�•Io f I � t✓�►tr -- I CNEckEd by • � I / I I DATE Q �•OI.A�j r I A-1 ' MMM A% �► _S� 2'a ID'-OII U 1-4 I42,II — 2 Glow �/ 1'ID IS REF_2 Tb SHEET A-!3 �/v1-OII lol-o° s If 1111111 -_ ... _--...-.._ ..-,.. ,. _._ _-,-- -. t, '°,,+..,ice `7 � its .✓�' 1 AI 'N LEVEL I I I I rO0 > 4�. M V W • _ � v v • c`ro y x � _ _ L - _ I Q O a W ..J � x I , I LU G pDo L.CE `I� A t I it I II 11 � II ��� -2/2 ii-° I-o �1• �Z /z -2 3/4. i s O ail 7!&I II AN- 7M r�l� bW rc 1\0 W r 4 i ' It o uj _ I ts rLo, � � � Il � C2 Ilk C3 uj cn \� �� ZI-DID �1 � -J'-1 • i \ /�`FF -*A\ti ca PROJECT ChEckEd by, ljjjj� A Ere V*eT r DATE I UPPER LEVEL C _ T' f V;f-\ 11 ILI i - I I � �j - ' W 8 W v > ry ao f ~ z M I • , - QUA x � LU O n- U z v - ' ~ S. x I I , - — r , i , I TIE N70 G'70,z1-1 G;'AIN O � I a��ro • ` w e _______- PAR_T1AL� _ _yllFS_T ElE _ _ A .f_.0N .PA TIAL _E_AST ELEVATCHNI - , A-10 I r � ��� �\ �\ � / /� \ - \ \ � \ i I ii i �I I I I i I t, I; i I I I' • " - ,\�� \ \\` � \\ ` / i� \� , \\ � f0 - - � • ^ , _— �0 �Gilles �' • • I I L l I ! J' u.l FG II I I I I I� /DZ- , Y A'10 uj V Z to\ r- -- - - - r �I � - —X21-dA1 F �'�"� A• f'I ( Il;a;� I 1 1111+ � , ` , ��� --- — = — —_ _- — — ---- - 1 _ I�— 0 r1c,I tit �`LqDLj - - - .I _ •1 'I '' .f.J L�V�I. F. —__— ---- - -- - - — - — _-----—— — - — - I _ �—-- Eta P �• m •I -- - - _ t— _ —--- ----- -- - ---- ----- j_ - - ��T ICY L�1 iik, , t f �. V r L S - - / --- ��V• ta1'ZGv Gj LU 1 cm,/1�/I� + i / x { t` ♦ I.I fl � I , i 'I ' ,I' I t I PRO jECT AN, ��E�T►.J. F.F, X12 12 t 1 ChECkEd by 11111 I Ifl 111111111111 Ijill GI11 .li IIII CI jlljlli� ITITI il HlTji'!Ill I I ( DATE , 1 I n l �—�j• �C' I I �� ilj p fN7 `ENT l.E F.� Od L v, = 24 IIIIII If If IIIIII If I ' I 'I - - • �t�f�1��?' W f'ti/v .� � � s ,� ,`,i'�p P�•r,� ;�,`r�� �`3 r �.-�� �� �'� SOUTH ELEVATION rBY ' - ...... --------- � ,. E 'LEVAT-10N 'S . � } I ■ ■ 8 M z M ■� ar A • • .n Q U .� CIS LUC x � 12 Q a O P o� ��iFa.�tilf� , /�8\ /� •' . , , ' ' , _ 'j oP ° F f3 CArk�•1�1G � , - l—Tv 628 9- �� ��J� ■ ■ - - _ z5 \57 — -- -- -- - - t, �I i ' - �� �� ����• 4 I / •. , j \I I - I l o - ' � >. --� X541 N l-E�/�l=�F� � �v� �� �, \1� I I � I ELEV 8700 L! � if �N1"Ih' LVL• �r. - -- --�--- - E�T�Y LEVEL P F, — _ --- — _.�— Eli- LL=j - . PARTIAL - SOUT -H ELEVATION '; LU I EAST ELEVATION a � �-i, ' CA CD W Ono '- _) �' ° �- ` • ' . . �,•, .. - , , - Grp � � �.� '` *� j I I - , E�►-rKY L�vE� �� PROJECT cto . . _ ChECkEd by 0�( r 0 r L ZN,, DATE <o, 41 •°Ijy ---- -- -- I.LV m ?I-j K. F- s _ � rr 1. 7 G L•C'V,i 1,,,�2 r7 ,Q '�2� i y Y �U .N. 1 d.s.s+�'h 4yr L+,.:7 . R i-A 4 115- fill [ It , DAT .............-....... [ fill I fill If 11. fill I I [ It } WEST ELEVATIONG� ���L. �' �___� E L E. V' A T I ONS ! _ � 8 - W V I 11 •D > W ��n Q x � C1: o W o w = m w Z Un a W M i 7 , Tvf v T' �tr�d % 8282 . • _ I � � ! � � ;' i �� ? I I it 1 To• L-il�Gn�.1 12''x2" II I I I - -- EL'S II'-Q•F•F -- - -- - - --- - t'VOG� . Zv I 4C Ain r NOWT i ELEVAT10N N:rc R I I WINDO�., SCHEDULE 26 4'-7" x 6'-0" Custom 50 Trapezoid Custom DOOR SC H EDULE il Leg " Leg -- M A R K 81 Z E t W x H x T H 1 T Y' P E H A R D W A R E N O T E S KArjj p anuf-Model Notes 27 Trapezoid Custom 9 �'d'° Leg 11-3"x Leg 2'-9" 51 36 x 50 x I %, S,G, NlM/ T ) I°o•ll� f 1 11-2832 2!SnK(o'-8" x 28 21-3216 52 6-0 XX 8'-0 Ht. French Swing , , , „ " 2 9-0 XXX French Slider G 2 B ,c to -B x i �¢ S.G N I( r1A1*TaF?) 6'-10" Ht. 29 custom Submit Shops 53 6-0 OX 8'-0 Ht. French Swin g ' 'I ° l 3� ' p 2 B x�-8 x a. �.G. IJ ( f••-�ac,Tr Kl 3 11-2858 30 11-5016 54 21-3216 (2) 2�O" xCo'-B"x 1 �'�,� �J.G• V I° r Ih E 12- 1 H IZ• Hr-1 4 12-0 0X0 6'-10" Ht. 31 4'-7" X 6'-0" Custom 55 21-32 X 68 ':S"C'. N (Ma r 5 21-2450 32 Trapezoid Custom 56 21-32 x 68 H ir-,LaVAT0IL IHK-, HM NI Ize;l; r'-Vr-- /A-r0* _ Leg 1'-3"x Leg 2'-9" ! 57 21-3216 2 2=6"x =8''x I .j. ' �.G. p.l W 6 11-2828 F 33 11-50f6 J" 2 L•lo"x Cc'-B"x 1 '5"G• P• 7 36 x 68 58 Trapezoid V 34 44 x 68 Leg 2'-0" x Leg 4'-0" K 2=�ouxG'-8'x I •° �.G. O l 8 11-2868 35 11-4426 59 Trapezoid 4�$1 x ( � Is ; W . = I 9 21-2058 Leg 4'-0" x Leg 2'-0" M (21 2'-G'K lob�'x I ''� " .G .7 i°A Ile 11 36 44 x 68 Q -0 oX0 French Slider 8'-0 Ht. r0 21- �2 ! �o N 2'-� ' x<o -�"X f �� " S.G• '�'� 10 9 37 3-0 X 8'-0" Ht. 0 2,�� xlo`-b"x I �� � �• G, �+j t � O , 11 11-2858 1 GI I) - 441 cv p 2 8" x Co=P,'k I �4' Gi.G. p� 38 32 x 32 W 12 32 X 80 31-011 X 9'-0" 4 2-8" ,e Co'-8+�c I t,1. TE la) 39 8-0 OX 81-0" �LI:vA�-Tolec I Hie"Ht-1 I�'I V-S eLEVArore, _m_ C), Ht. I 13 '-0 A 8'-0 Ht. 40 Trapezoid y'-o'�X ;!�, C J Tor-► �o'�X .�:v"x i "� s.G, l� rArifz 0 ` 32 x 80 3'-0" x 9'-0" Le 3'-0"x Le 5'-8" 2'-�,wu 7-��K ( �� rG, �c _ i4 la g g T LU 104 -o' x G�J AV'r-1 LI 2-8 K x 1 �•c. , 15 11-4420 41 Trapezoid _ _ ___ Z M , Leg 5'-8 1'x Leg 8'-4" Verify �/ 11/4 - 16 44 x 68 2-�0'' x 7 =<o'' x - ''- 42 Trapezoid �s I I- 44 I U �__ -_--__ _�__ -_ -� 17 44 x 68 T,eg 8'-4"x Leg 5'-8" Verify ( fo!o 4-ox r-'4' X \'�� �'O° x j '-U u,c 13/q." VAI K — 18 11-4420 43 21-3232 7=<o 'x 1 -0/4 Ca 19 11-4420 44 11-3232 AA 2'-fir 'x -7-,!21 >1 l�q" �•G. — ---- — - ------ I 20 44 x 58 45 21-3232 1?j�r 2 '-Q''x 7LCoux � " T GI-• MikG��T1G �HOt..JG-Vz 21 44 x 58 46 21-3232 All windows and exterior doors manufactured by: 0 6 2'-a"'x 7'--<o"x 1 PROJECT Weathershield 22 44 x 50 Medford, Wisconsin aC' �L�VAToIz f I HIS- I-It� h�l _�m �� �I.Gr/ftTo le 715-748-2100 5-- x -7-44,'1 23 11-5016 �r (2) 2 Lola x 7-4"x 11-" Gf G. l- 1°A•IK ChEckE ' Notes All windows and exterior doors shall be 7 24 44 x 68 49 Trapezoid Custom high altitude rated with Low E glass. 4,G i;17 x w'-g''x I�-4 <*.ell N( MAGT�►�) a Leg' 'x Leg #=W Color by Architect. (A;yp• WHjTL�) H H (2) -v x -G x I'�/q. H,r�I, 25 11-5016 4j'-pi' Fj'-pj1 ' " ' G lei; Al /Cllr-�Toh1 I aLEcVAror- I HK. HM M t��, .���To�. ' i DATE STS WIf Ile .1..! .y 3 ° k 7'-4,v"x 13/q.a S,G '� G K" -r '.A 2, < � CP y 61 � A 14 VtAl 17 vO 2'-4"x 7=G"x %q," -(, GL.,' ►�1a•GN IG �Ho Jrz le X -7�-&" X IF/+ BY... rz g 1 P5A T�/- Uj H A` R D W A Ili E L E G E N D >1 i" A P A $ S A d E J B I P A S S - i 8 P R I V A C Y K - P O C K E T , C E N T R Y L •- R O L L E R L A T C H D - D E A D 8 O L T M - C L O S E R E E L E C T R I C N - L O C K S ET F - W E A T H E R 3 T R I P G - K I C K P L A T E H - S L 1 D E R I W d 4 M U � � I • 1f1 /l ~ U � • cc oD 1L/ n- c W °u W ^ PW4 a U P4 L.v J Lv y Fe (-DI oF ��A(�ING7 ►-� - ELEV 02, s ID I 4 II . ■ i I it II I I rw4lwr, v I all r-M \e*00 I 4 Rill ' E ( I ' o IS, ECT10N 6 LLi LLB I o oc v i}� ui I 0 rc'oo e — a oz� _ o ' - -- \ - � -__-__- - rv�aw.LEVEI. Td.r�-'�'n --- � - _ cro,pu..•rw�b r Ii sew o• - _ --_ - w :', ` ` , U I �� W �" ' lop / - — haw } toR ti I �t�IG ro — �` ��It o n.rW'n) - ---------- ----- — -- = l --- - ION" ! I - -- - �i-w- 8Z�5To" --_-- _- -- a DTI° � A-1 PRO•ECT GL / ON 1-f-� ` -- -- --— CNECkEd by it t DATE - - --_ ao _ F-7 A—I L—� UA,1 r7A ,t ` I ��fi pow ��M �•o � �-----G-� � .�--, I --- _-_ --=- ca 'Z� ti� \ ��} G - - - ----- --------- -- f - - - -- r , . -- - - �.._....... TO it I it L ` ` SECTION C --- SECTION A � � Y4� -B L D* C S a I \ to I W > r4 o > W m \ ! I • ate+ � • u A. j �,X � � Q aU.• x W 6 w ' . 8®, , .ti ,� r�R. . , o4r —:6•DE?:J ' i i �,,, m 5 GG r ! ��� r O W � is �� i-o�•1�� � � � W, Kle- `', �---- Sri '12 � ��•X e�, av�� �' „ , ow d NIA*0 � UST �T• - �e ��� '� A'I I �L1r1v, t47& �' AIM/ p � i - l �,e� p il���w }h � -•--- \ = j lull lop E p4r5t-I G IT 114 �;w ter' 4 HIL, 14 4 ' ; — \' `` W� ►ono, .�Y i = a' G�t 1 4�. 00, ' `�W I 11 EN `' 0 �' Orr �li!X.i� p�•YL �,A+I�/ I�,II.IC'�/• 1� � C) Lid LU LU • , I R III, � I ! • "�^;`• C 1 v ; t f uj , r 1 c Iwo Gr^-J�� I � ca �lh�� �� �� t-T, � v 6 � PROJECT ! � g�v I F_:�i P 4 6 rICfiI(Lx A•I I rrr '[ f I9 ���� il ChEckEd by WALL ' SECTION DATE I 1/q. 'I •11 •'I� I - 4 i LP �v •�I3 -I'd o �+.o� eon- _ 6 - - I! b I t�1' n� b -x r • fi , _ Iry Ills lilt lilt. lilt Ill till lilt JAMIN Ill [/ a G°� 8� - r. C c o �..�._.. ..._D,.1`,. Z�z fill v lMddWL WALL SECTION - ' -� A: L L SEG-T11- O-N S , 7- � I �v�l I I�l'C�i 5. 0 I I-�G� ■ ■ V21P LA' W y > °° � � J = � bid• ��I� ot� M�M �. _ ,_ _ ___ �, � `� � b�GIG vI� j ,r �, > v A • �� \ � 7 �jv� r� i k -�--�-, � I � 2'/�l'_----- - �-_ 1 �'II� �j�O'b. G�U'/�r� '� 11211 Er ��' h -�--- -� / �l'����t' �.�11�1t-� l�W''c'�' 't � � U • 1 ' ' -- - _ ; y ofd vrv-T, OvfS h,"' - 4 llGfia sPTO IT m o w �o I 1% 1 � -- �I j�0 w�p � � — - /Z �I.~r G,'°'x LU p,� 1r a 6 Ali �� � � Oh _ � � � �.I��e 2x� � �� � ,Atl" rx VV, � by = O � `~ U Z x 1C` ate TI/ GAhll�b I�>'.t�1� m — ✓_i �- pob '`r G\/ u n x I°, b M • i1 - - - - - r J f- I �� _ �, GVIC\ i �f4/�o �j r(//�•1 1 1`� 1 a- f I -- - I (' l'`�r)� r i 17 DO r �, �, °. • .V' J - - _ -_ 1I'��I • Q' ►�-1 Z /l 17 9 i k , RIDGE DERAIL RAKE DTLTYP PARAPET DTL THRESHOLD DTL at r _ ___ _� ;DECKING at `EX_T — WALL' - - - 4 - at METAL ROOF - - ---- --- -- - -- -\ DECK - - - - ' w / RAILIING 1 2 - - - 3 4 5 W - 1 .-- - 6 COLA 1 �. G�• _ i' ' LABIA M�%' ' i, - V��� � � 3" ,� �' � r 2, it � � — V. �, �b. ��l �� S• �__ (.�� �i rte, �� ?J\\� � �r �i C/ �% e 2 I _ (� I��� M �' �lr� �ItrrG l \ 2 h�'l-� ` "I�G+%� `� �✓E I - �i� �`�°`� sl U/ SHED at DlNi, NG ROOM RAKEat DINING ROOM STUCCO OVERHANG 'EXT SKYLIGHT - fib --S-S -.6L-K-- S -11- - HEAD & JAMB SIM 7 8 9 1 0 1 _ - 1 2 U YPWINDOW,at ST CC0 STO Finish r V D V STO Finish - 510 Ground Coat - X a D STO Finish --- -7 STO Finish STO Toughwall 6 � 4 � 6 Fiberglass Mesh I 5T0 Fiber lass Mesh 6--- I>C / STO Mesh - C STO EPS Board V g STO Ground Coat 6 STO Adhesive a Ground Coat I Fiberglass Mesh t STYROFOAM x Brand V STO EPS Board - I $,TO EPS Board Insulation a STO Finish \ v STO Adhesive I STO Adhesive p STO Primer i STO Ground Coat on EPS ed a Backer rod 6 STO Fastener Disk STO Flexyl Ground Coat 6 o d g (mesh STO approved sealant Mood blocking to De / p Fiberglass Mesh / e Outlet box flush , optional on small flush with face of EPS o Cut Extruded Polystyrene +� with insulation openings) Surface mtd box board, smaller than the F Casing Bead a or 2 pcf EPS i object to be mounted, \ secured to blocking � ' STO Flexyl Outlet Box 6 fastened with rust proof Backer Rod G STO - ' fasteners and/or adheswe STO Finish \\ �\\ i A approved sealant STO Prymer V j\\///\', ° j o (finish must be primed I W�� Coat EPS edges w/ i II II � /\\\/\\\ Good Drainage \ with sealant manufarturer's STO Ground Coat Material 1 / +i o approved primer before I _- / 4 sealant is Installed) - \ \ 'V o +i V 0 . uu /\\ Good Drainage. ° ° t Material o --- fi �r L FinishMDownGOntotlWallt 6 -T. U--_-C_ -0 Q T L S T U C C O D T S T U C C O DTL -J y -_ VA s W �. O ��l'I'�K _ Nino _0/ General Notes - 1, . 1 1 ut ` f EPS layer shall be free of voids • �\� /GJr���v W�Y' ° CP_vt�T�M� � H�N� � M` } G all Joints cbetween sboards ssha!ltbe I \ ° /�r {�L1♦ 1 { ' tight 6 free of adheswe or other �� ,1- � • materials 9 I, �N$ULA'�oh•1r �r J �' : l 2 EPS surface shall be rasped flat 8 smooth i. �X , �� �M T L. 4 — >e `f 4p ' How i I0-oL corp�I'� - Mesh Application �r'��-�HI�"J& �rJ �A'*� � V i -- I� 2f_711 i -r-L"WO Ilia �MX�N, 0 �trCLJr PROJECT ChEckEd by Wrap all corners with STO Ground Coat E R 0 0_F_ D R A I N 6 STO Mesh prior to overall Ground Coat C H I III N E Y C A P D T L ST 0 DTL - DATE •Q o - o '!! SN x, �, Ll •.... 'g.6..'•.1.� TY L,.6.'s IC,:caa`� 1 AM! Windows G Doors Apply Diagonal Mesh Strips @ Corners BY ; STUCCO, DTL - -D_ E T 'A I � �xli - �� � orb �►% W I , �� '�%� i ,, , I � 1 t-�G, ���r�� M����� _-_I r ■ ■ a • - � Got�G� p - v =t Noe 5 'i'o < <U �f✓ '-*4 X12 -G4� I v w j { s u / �- w• 1 w s -ro h �0a12— LU I„i � C/ r Q - _ 4 i, _- -- - 2X� (^��/ = I , 'r0 /rj Gi�''f; �I''(. � _ M� � l J'rU� i t 2 � r F•ul�,�.IG �'I�M Pf '� ...� ( , •� � � t GI'�'� �uI�r ��4 U d Z tvoolo 0 b 1 _ i I� / V tV II i &—A ED E AT STAIR, ^ , ENTRY DOOR T H R E S UPPER DOOR THRES . , GARAGE DOOR HEAD ( SHOWER PAN 11�z ,��► r, 4 c, Lo �. �; _ , a• � - 14, i, i'=- - - {�f2z { Urzra U f ✓- ' _ ---------- ------ - G e004-) P,uc' CO IAY �prla62t I uVA 'I OtIII G r-,H15 '' '` >. RaB�R����S�• 4 ��ITt b� -_ - -___ --__-_-- __ -- I �` r r ._ - _ e' ► / �2 U'� ` '�{,J V --- ----- �� - / lr -Gtr � � �� - �3/II i' •• 3r� �1--(' ' - - - -__ -_ / ` ; ;= ►I 2_ —� G Gf? -r� Y �. -_� , i `�}''' � �Z loll / / a - % t0p7 hll.l. �, •1'� -- ----- I /f -- /J ' o ` STANDARD STAIR : STANDARD STAIR -= �, WAL AT GARAGE TYP , 2x6 WALL -TYPr2x6 BATH WALL GL � BK . AT MSTR : SHO ER ' - / ,� r-�► � , 1 � �' fives , r' ►��- , �T�a1�7 NN W Aw, ar"T 'M M-41 T7• 6 Oufhibr, % 'rl geL'I 1-6 �� f�TrI b G I.o211 v r1�1 f f LA TO p vA21 t'�i Tab %01 011 -- i 1.1, I , Ulf! � {{ ¢ ~ IS d► I , LU ELEV- . JANIB , j J W IV I J ELEV . HEAD — ' 1.1.1 M J a Q C PROJECT 9L12 ChECkEd' by DATE p 17,9 ' k p r I till III Ill fit DETAILS � 8 W ^ zo u W U • G: y x w _ u ? ~ QO X W • r r - ' C,0Lo 51Iv� ��ih� Q SIG HAW IST I i ---- 0 { s 1 ! -- ! f I --- - j PI ep -1—T T-T- uu lay GSM r r p oAW . r,h, V. I, EAST ELEVAT10 N ° - FRPL . ELEVATION 3 � ' ' NORTH WALL �I,ol !Z � a - - or SEEM hl f-lil �J lil I4G a�-4 -- - ---- - -- y l ��yAry� i�I✓ I E God <1 O W�,w �lur� �� r dad' ���� W I M . J .'ti, *�r%c, N . \ G,Lo lave� Ad'�h 12x 2''X �';, J�} 'IDS° \) tirfir��� W/G�° �� ���.,AN r�u�N SYSTEM, rrz TD cu�sT� ibt� ,' C' -- _ -- ' �I✓1_V �V"'Y'� \` -od ate— -.rr °`- / ,,....i'`f 'I 4// �,� rILC]j��f /11., PROjECT VIC 14k - - ,- 'f - _ FRP• L PLAN �21q r - 1 Vill �+,mil ChECkEd by �orely v X7 ,ot✓5 ATE - - STAIR 0FFSE ,T S��T A I R & RAIL 'I �N G - 4 - a1 ki kuk - k.&i &.3✓ Z � ��r _ " Ills f �N i GLAZING F 'r a S W I rl ' ' 11�� rl GJ ✓ w zo V x � L _ � � u c x u > x UP-4 - O� 00L®�,�® LY• O E ID P` w I I 71s! - - —- --- - ------ - — � I *� W ci Lu Wit=— Nit 77 ca{ I WA IL LU wow Hoot- N fi — — a —►- Q ; — W f 1-1 111 50UTH K!T�►—fEN - �.TioN �I �" �I�"GHEI� �I��/�TioN No�TI-t KITG+—��N EL��/�TION CID G���,� �.�.5 %�I� .� I��{ �dll�i'-oll PROJECT N N �N N -ALIGN W/ ChEckEd by - T+4TU� - AL-16k1 W/ 5 ------- - -- -- —+ ---- - 4 — - -- - -f- DATE 40—ng WALL i-- p� I ' GHE T A a != �i —__-__� I - - I� Ll • 1�--� — - - r -- - - - ---1 - -- -- - — t _ I 1 BY.-- - � ----D,�%TE7- -77 �3 I 4 h I ] fill E LEV A T I ON S - CYi g ' W M U-1 zo .� v W . U • m LU Q x � a� w OV , n r I Z ._y pd + + I 121A I - - -- - EL.Cz/, ,8*,0 � r Nn -- -- C O L O�Q,� L�eqEL 7*. a n Z _ ► 4 2-2 z N - I E L-� =7 s,o \,\ _ ot Ilk Pr _N W ALL pA.ti► W O - wKr .� 0 3 C/) J - ---- - -yrIi,�-. L AL- A L W vow � Q ► , M , CD GC `Ci cq r C - , Q ca I r PROJECT p CNECkEd by �j I . ATE v f 1p N�V N "D F VAf1" OD B C 3r z - j ELEVATOR ; ILI - 1 FLOOR FINISHES - ` Fl Concrete - t ' ! '- .'' -, t � ■ �` ' • t F2 Plywood panted, no base - '._ F3 Carpet base — ' W d Q Fa 7errrazo $9 z j z ' FS Ceram ate A • r M v W ,� SYMBOL - •— � A ' F6 Vin wood base U o f • t � F7 Hardwood Noorng (se¢spec for sPwM) Q W o _ f Flagstone - _ LV o W v r. F5 hie (see spec for pattern) W2 kF sl} - LOOR FINISHES W CL p4 ­F, 11 AN Al A o rkma i•: U z �.� Cd�ncj fnish,. r f IW t b " � - . ~ 'Q � .� �, o CEILING�HES , u - M * i�rywaN texture, prine and pant VV2 F� S °r"i` SYMBOL .,..I �' ! C2* Wood T&G�1'x finish ' 01 4�rilrnad bw ate frr on" O V ti C>a • i C3* Madvie textured knockdown, pnm painted t ' A � ' 6 - Ca* Drywall t°wand texVed, prme, painted W2 "'"�••�•°'01r w•� U d a C5* I MR &jwaA hand texture, pane, paint C6* MR dr"A macs" texture, F paint CEILING FINISHES W2 to • r C7*' Raster d hard texture, Fame, pant p� o.r+pr c*4+•�a++� F1 a C8 d oeram�c tde (see spec for size, etca 1ba faNl+ CEO t+re,�a Tw a , WALL FINISHES ©* ma"s% M�Pft u* Orm4 tev*04 Oft tens W2 � W2* Wood d TB�G tic� texture,Prr� Pant ( t ca. wt�nna nay.vh*.o.* -�, ..r, � W3* Dywat� sCcc texa,re, prme, paint Ce orml bo d�lic b bwaPat `d wa* Drywall hand texture• p�'ne, paint WALL WS* DnynrA WaupaPer prep - aw Owl S� r {Y M* Drywall mactwre texture, prme, paint � w m sW � w7* MR drywall mirror prep ' s my or.t I""^P"% ; l t Wt3* Cement t atd oerarrvc ale(see spec for size, etc.) !�" t)rrt hrd tram p� Stone m*w (see Spec, for type) t on�l w*•P• „ '`� W10* Concrete (see spec for texture, etcJ tin. MR*Y114 pop v!tr+�t>� C Wlt* Plaster—board hand texture cxme. Pant - '�. Gtirrlt arMt 1 r�tr�► . tM. Adn it an tr Wd i "V12* MR ctrywat, hand texture. pnme, Pant INe tr ti,ar�r+ei 13 MR dNwall machine texture, tx t rye, " -coon hw franca Oft P" ,"r " r w a we* *YWA too"m Oft on rFU"`� �( ®�® �1 f1 NOTE * denotes rounded cornier bead VA rtYrAL rnr�r+e bat►OM Of `- h /� r C C i I ± lbO r O _L i " ' W3• 1w� �� X13_ � ►J • •• _ _ � . • • • ^ • . • . , - - - `, ,.4 F79 1 -- ----- - a t \ X11�.\�" r ' � _ _ _ ��__ '_ __'—_�- _-i __� __ • • •, ` • ' , , �t�,y • • • � - • ' S r, a t- - --1- - - �- r - ' �, • = �-•'x.^17 '<«K � ^ , , IIIIII ---�-- 1 - ' I - - -- � � -- �i x•13 �J3 �:" LLS ►> W 1 j i 1.110 W - C3 cb'` • 1 I i ' t - - -- - � ' C?_ a � k 1 L � '1 ( • t � } i k T cm e 14 - RO)ECT - r M ChEckEd ,` by ' 3 it • • e �,r„� F r GARAGE LEVEL Y - T �IVa �� �a.� fi �; [SAYE L E V-EE L StS . ` L Vat,,BY "_ . D�17D �U_ Ir r K �� \ ,,." ' �(' . � � „w f' ,T aA"' . `'.K." t i��� .._-` � y ;• ,,' - `r _ ..s. - to°. s -r , -.,, _ ,..< - ,r _.r •— . ' `'`^• .�,, ,r—.'-'�"`. „`. *� � � r r �j ,I �-,.�.h.r-. `�i "� '� �c ��`w,,,,, °'y y yt N '„t'.... �_ �� r' - - ^- - - �• - ,� f _ - �✓ - - - - - _ _. - r .--...m _., -> ..T-.+- -.._.. ,. -. \,� '., X FLOOR FINISHES ' F7 ,w,Concrete w 8 F2 Plywood panted no base m �. z o s F3 Carpet base • - L00 F�1ISNES > w v F4 Terrrazo Ne # t °M , . , tlono�r :c A F5 Ceramic tae _ ; , z , R g ' '4 no bm u = `. F6 VnA Wood base �S i M BOB ' A � HamMood !Y T b .. F7 ll0anng (see SpecTd"s"�eaesT�-` ' „+_,W2, F8 Flagstone A J rvt6.` O F9 Slate(see spec to pattern ish y , P H1111 ae iw ww tr pdd(16 AIr tw�=tr CEILING F(NI HES Ceb ` i c1* orywa>( ''� texture, pane and pant - � CEILING FIN{SHES � �''�"°°'�" O 0* o,n.t or sua aM pit(2* WbW na ft Fl C2* wood T&C; Tx fp dsh N .C3* Madvne textured knockdown ixcne, panted o* lime%AM w cdc am 0% <D A t"U a va a+ti�ca* orywaW r,au,d textured. pane, panted NIA CS*, MR drywall hand texhxe< prn paint M MR rtyntl nel�Fs bd^P*m P*t cFO Pber�hr,e wan►at+y,o�C6* MR tirywaif, machne texture, prxr�paint ' " " o r�u,+.t bw%cow is 1b bw am tr ' C7* Plaster—hoard hand texnxe, prartie, pant ' � � °. ' - � ` C8 Cement board ceramic tie (see spec for seze, etc.) ; WALL FINISHES - t W% Dy"A ON Pw wan,v� � WALL FINISHES tO. w�M n k Wl* Drywai, orange peel texture; primp, Paint � 1 MM. Q�lard wanr<� W2* wood T&G rx W" D"4 N�t W3* Drywall, slick texture_ prime, paint R W4* DrywaJt hand texture, prn�e_ paint ' ' � tiri* �Qytr,�, Pw t ( W5* Drywa4 wallpaper prep t tA. e�rrrr a wit at bw oft W6* DrywaF, ma&rte texture, prM paint b ww tllons (tee ipre tr bvr S _ -w7* MR drywall mirror prep ww tow ow for Dan,ftj t i Mlle -btn4 M4 wan;oft OW ` . W8* Cement c and ceramic ale (see spec for size_ etc) We* arwt►rna ad^%v%Pw IAR ri d i^�c wan►�pin W9* Store veneer (see Spec for type) 01"nK ` i W10* Concrete (see spec for texture, etcJ *derOm raraia aomv bud W11* Plaster—board hand texture_ pane, paint --- • rV12* MR drywat hand to Ue, Wr,4 pant = (� 12 MR drywak machine texture_pri n , pa�tt IVI ♦ ;�<;l � �'®L®�� � NOTE * denotes rourxfed corrter bead — _ _ "� ./.♦ t rrJ vFricaFIT -` - �, OCR I AA f � - I t t t i Ii• � �.r� ky `• , moo+ < A I !� I ,• �V� 4iL 1 _ /�, (�/,y��r + 1 4. FIV ` "'` t I I f�lr? v !► L .Ar N 'F E Ft / d _ tE y t _ - • ♦ \ \� ��/� - �_w.. . .._� / r ,' . • ' .�, ♦ . v 4 1 � �I z ca Now UJ . % ' i • a 1 U { S � f r w d i 0 K _ '� r� CID PROJECT 4 CIi EC E DATE,- . - . Y i i E Si r y "A r I t O 11fi F.' i D E C ! , iW cs L. *w lk'l t.�� Er tl 6 1 ,9 3 w ( t w a FV , , G �. QI T �T` _ n . - . ; x ' r , MAIN- LEVEL __ - - _ _ I � _ FINISH PLAN If I I I I I t 11 <w M1 , 3...sr{,•".e++*:^i4 „7r••^,+^c.`,T,^3'ra',_;°'1f'-4"7^' '`aJ"'°'SJ"o-` ;r.^C+Y'r+f.,""` `a . ) T.. _ „ y,. .. rr � - y,.,�-1 ..r. ri. :;s-^,ia`."{" :_zrt'{i*1o- - -.. y�,,. '` r -CM1 �Y r ' y n., , , _ ,•- ` !� T• - - « ,. ' ; J ' •• " o - V J y. h , s F+1 ry 3, °° ' > � �' W CA LU FNGHES 04 GG i Cbrdanr C&24 is cc > Fe %ft vow SYMBM P Hrt>11110Cd bw*a for on" 4 t ' M CEILING FINISHES S� '0 _ ■ t• ■ a* ,o,oet a o ar ba1%oft F1 � a* 'wawa"A rx t�aer iN1t+ as* �Mat+r'trasb woof rw►oft i C* w�tend"f%�prtn%ON � coo MR trrA"ad&r ties%0"a pft # C►* now wd W,oft ow • ,ca /��t�rtrr[i�t�ro�(r'[4�ar0 b(w ipc for M4) t r YY1` L 1 11`11SHES e ' ww by.%4 a P"%a^ «3 i Mfbk Wot>t!1'1d6y • r tills d'rMi hind b0!\ pli't ,<< ��',.,��,�yy', ',�.,, 7 j r - - A IRyxn2 y� Dyy, ,.Oft�_ PIN -pop w oems aunt 1f + , tMl► Ate �up�c for lygi ~ woo tend"M Din%ps" woo &INK hro"a^P*M 00t � �®L OR, MR OysA msd tm bas%Oft Of t�® i 1�1E r do e0 ruardld aarw bed 1# A��/ ro r FLOOR FINISHES 4t } r 1 Concrete < I��-�" • . ' F3 Carpet base base . , •' �° SSE F2 panted, no F4 Terrrazo Ule '" 3 - - F5 Ceramic tie 'r F6 VrrA woad base K SYMBOL R Hardwood floorng (see Spec for, speaes) (►��� 1 - F8 Flagstone , F9 Slate (see spec for pattern) Wag finsh * Cekig fnzh CEILING FI C1 SHES W2 W2 '"�• a C1* Drywat�texpre, prime and pant C2* Woad T&C; Tx r , F1 Floor finish , 4— ._ _ C3* Machine textured knockdawrl prime, panted C4* Drywall, hand textured, prime, panted W2 C5* MR dryvva!( hand texture, pram pant C6* MR drywag, rmadwle texture, prime, paint ti ' C7* Plaster—hoard, hand texture, prang, pant ; C8 Cement ceramic U - r board omit le (see spec for size, etc) 6 3 i i 'WALL FINISHES H kJ3 ! I , W1* Drywat orange peel texture,.part*; paint % VVz* Wood T&G 1•x VV3* Drywag, slick fexttre, prone, pant _ W4* Drywat hared texture, prime, pant w5* Dr wa wallpaper prep , 1 W6* DrywA matte* texture, prune, pant r W7* MR drywall, mirror prep ` % ` 'W8* Cement c-3rd ceramic Ule (see spec for size, eta r f` W9* Stone veneer (see spec for type) , W10* Concrete (see spec. for texture, etcJ O r' Wll* Plaster—board, hand texture, prime, pant \ j N12* MR drywak hand texture, pram*, pant ` " , s �_ _. 1 ; ' MR drywak machine texture, prone, pant (�3 LLB NOTE * denotes rounded corner bead LLI a :' •'' a ca sx Ui co U Cz U-P"RE R I E V 9-L y t _ a PROJECT �1 kk � � 'm ChEckEd ;by- r - _ _ FINISH , PLAN I fills sit # 11411� 114 L " , r , - a f _ ,. GENERAL NOTES: ` g w,..u...ti. I ' ' W ti W d 1. F nAne I IQcn V'n-von 4 zM a 1 V „", av+ 0 • A. �/. � x ROOF 75 PSF RE: PLAN RE: PLAN ^ W o B TYPICAL FLOOR 40 PSF IF c W HE EG? I� LU O x C EXTERIOR DECKS 100 PSF RE L 2Xa T : P AN T U i D WIND 1 BASIC WIND SPEED 80 MPH J ty SURE g d x E. EARTHQl1A'<E ZONE 1 � •,� r° J W DECK JOISTS V F F. LIVE LOADS ARE REDUCED PER CODE I=APPLICABLE � – O � • OU 2 #s NDATIONC 2 X BL-KG. W/ a SIMPSON HANGER RE: PLAN ���) ' < ., A THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 III— 2 #6 THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT _ n THE FOUNDATION EXCAVATION SOILS ENGINEER SHALL VERIFY IN WRITING 2 — #6 IIII • ( � • THE ACTUAL SOILS CAPA:ITY IS EQUAL TO OR GREATER THAN ASSUMED FLOOR JOIST W/ FLOOR JOISTS SOLID BLOCKING . B ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED EXACT BEARING 2 — #6 W/ SOLID BLKG ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY - CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF _ FOOTINGS SHALL BE A MINIMUM OF 48'BELOW EXTERIOR GRADE #6 O 1�" HORIZ. C ALL FOOTINGS ARE TO BE PLACED ON FIRM,UNDISTURBED,NATURAL SOIL #6 O llor HORIZ. OR PROPERLY COMPACTED BACKFILL,APPROVED BY THE SOILS ENGINEER ► IIII BACKFILL SHALL BE COMPACTED TO 95%(MINIMUM)STANDARD PROCTOR • - � DENSITY UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT IF SOFT RE: PLAN mix 2Xa TREATED SPOTS!RE ENCOUNTERED REMOVE SOIL AND BEARING S T WITH APPROVED RE 1/S1 LEDGER W/ 1/2" F:'--= ("= ::'!i::."•0^.T f:^.^ESCPIPTION OF BEARING SOIL) • • X S" EXP, ANCHOR • 0 1'-a" O.G. D 00-NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL BASEMENT� • 12 — #t!o O 4" E.F. ' #� a Cd VERT. FLOOR AND FIRST FLOOR ARE IN PLACE' � #(o O 1�° VF-F?-T. • #4 TIES O 120 O.G. E CENTER ALL FOOTINGS UNDER WALLS OR COLUMNS LINES UNLESS OTHERWISE - NOTED ON PLANS � � F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDI• BACKFILL TO BACKFILL 2'-O" ` TIONS N 1Y BE INSPECTED PRIOR TO.PLACEMEIIT OF ANY FILL OR CONCRETE • TOP OF FTC. ON TOP OF FTC. (TYP.) I;4 • { ? ;e 9 ('f1N�RFTF = r 1. a deo>trtr►►p1N Co I x L0-O t a II P #6 a 1G HORIZ. A. ALL CAST IN PLACE CONCRETE SHALL BE MADE WITH TYPE 1 PORTLAND • #6 O 1Cor X -""" I ® • s CEMENT STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE GrQ TF� � FLOC;. LI'I�� ,►�1�' y I N ® e• •l,�� STRENGTH VI T•DAYS. •CONCRETE YSNDICA J I PAQPO8ES USE OF fLYASH MlE ` • ' ' O•® RIIAII I'IIOVtI)I f►WNIII Willi It it1111N1111.A[INt1UtIt11 III nUt IhiN . `��I • -IMP 4tS X '�A) IIMI OI IIII) N l! CONIIIACIOII LL BIL S ACED 15 FET AN SA 11I I' IOII•X I/tr �101 WI IIIN RE: PLAN JOINTS S11ALl DL SPACCN 15 FFCT ANI)SAWIII t'1)t 1 1'X ti8 WII)t WI I I UN •12 HOURS AFILit POURING CAITlIY ALL SLAI1ITLINI OIICLMtNI TI IIIOUG14JOIN1 a 24r ®o 1 X 3'-a' ,tJl� s rum C SLABS TOPPING,FOOTINGS BEAMS AND WALLS SHALL NOT HAVE JOINTS IN #6 O 1(v" HORIZ. • BACKFILL TO IP - •o mays`••` ,,�� A HORIZONTAL PLANE ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD • III- TOP OF FTC. i POINT OF SPAN WITH VERTICAL BULKHEADS AND I IORIIONTAL SHEAR KEYS #4 O 24" X tw ���, ®F CO UNLESS OTHERWISE SHOWN ALL CONSTRUCTION JOINTS SHALL BE AS �� RE: PLAN 1111111111►t•��, , DETAILED OR AS REVIEWED BY THE ENGINEER #� a P VERT. • =III RE: PLAN f Y ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN � =III • IJ ACCORDANCE WITH ACI BUILDING CODE 318 83 UNLESS NOTED OTHERWISE _ ALl EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER 3/4" — • USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE NOTED CLR, . • • III- ^ >� , IIII RE PLAN 3 - #6 • • • 4 REINFORCEMENT • A. ALL REINFORCING SMALL BE HIGH STRENGTH DEFORMED BARS CONFORMING TO • • � �^ ASTM GRADE 615,GRADE 60 EXCEPT TIES STIRRUPS AND PLATE ANCHORS WHICH -- - - - - - III= _ RE : 6/51 • =III IIII SHALL BE DEFORMED BARS,ASTM DESIGNATION A615,GRADE 40 , O =III #5 O 1G" VERT. I v B WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED ° °_���° vp° � _ � ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER RE: A-AN " 41 1 1/2 6 a 16'" X C POLYPROPYLENE FIBER REINFORCING SHALL HAVE FIBER LENGTH COOROIN =III - � CLR. - # I N ATE WITH AGGREGATE SIZE AS PER MANUFACTURERS RECOMMENDATIONS • N T I O I ' AMOUNT OF FIBERS SHALL BE A MINIMUM OF 15 LBS/YRO 3 OF CONCRETE OR =III • • 1�—On ` THE AMOUNT RECOMMENDED BY THE MANUFACTURER WHICH EVER IS GREATER III— 0 REINFORCEMENT PROTECTION 3/4" = 1'-0 I CONCRETE POURED AGAINST EARTH 3- 3 — #6 2 CONCRETE POURED INFORMS(EXPOSED TO WEATHER OR EARTH) 2' RE PLAN NOTE: WALL TO BE BAGKFILLED NOSPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR op .. PRIOR TO WOOD FLOOR _ AUTHORIZED BY THE STRUCTURAL ENGINEER LAP SPLICES WHERE PERMITTED, OR WALL CONSTRUCTION SHALL DE A MINIMUM OF 36 OAR DIAMETERS UNLESS OTHERWISE NOTED MAKE , ALL BARS CONTINUOUS AROUND CORNERS F PLACE TWO NS(PER 8'THICKNESS)WITH 2'•0 PROJECTION AROUND ALL -- RE PLAN 2 RE: 1 0 1 OPENINGS IN CONCRETE WALLS,SLABS,AND BEAMS ALSO PROVIDE TWO PLAN —_ 85 X 4'0 DIAGONALLY AT EACH CORNER �itl� G T I O N 7 T I O T 1 O N A G CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE 3/4" = 1'-O { SPLICED AS FOLLOWS TOP BARS AT MIDSPAN,BOTTOM BARS OVER SUPPORTS 3/40 = 1'-O 3/4" 1'-O H PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI- TIONS SHOWN ON THE PLANS ALL REINFORCEMENT TO BE HELD SECURELY IN PROPER POSITION IN ACCORDANCE WITH ACI 318.77 ' FLOOR JOIST g STR 1.T 1R 1 STFFI ' tar W/ SOLID Bt-KG. A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A36 EXCEPT #4 a 18" X18" «..r I'll'1_C(N UMN?lWI11L'111111&11 CONIORM14)A'IIM At-IANII 111111 t:OfIIMN11.lt1 ' A91 M ADUU UI IADL 11 1 A 11 tl l 1 1111 IONS ANl I It 1111 It It 1 U.11141 1 111 A LI 11 1 1 ANI i MISCELLANEOUS rMnr0DL0 111 MS SHALL 111 AJU SI I 1 I B S I I IUC I UHAI S I LLL b11ALL 1IL UI-I All I U ANO I AUHIt,A 11 U IN ACCUI IUAN(;L RE: PLAN � = . - WITIIIAII STPnOVIS10NSOrAiSC'MANUAI OfSTI'fl CONSIIil1CT10N' 2 06 C UNLESS OTHERWISE NOTED USE STANDARD FRAME BEAM SHEAR CONNECTIONS — — — — — — — WITI I STFFI BOl TS OR WELDED EQUIVALENT SELECT CONNECTION AT EACH ` SPLICE I O SUPPORT 609E THE TOTAL UNIFORM LOAD CAPACITY FOR EACI I GIVEN • oo r,�° • e RE: PLAN BEAM AND SPAN w`NaIZ'a • • D. MINIMUM WELDS TO BE AISC AND/OR AW$BUT NOT LESS THAN 3/18'CONTINUOUS DRIVEWAY i FILLET UNLESS OTHERWISE NOTED -III • woof) A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR,COAST #4 O 1b' REGION VISUALLY GRADED AS FOLLOWS 2`THICK•4'WIDE STUD ib. 800 psi • r y WTHICK•6`b WIDER NO 21b.1250 psi I' 2 #6 3'THICK•6.8 WIDER NO 1 Ib-1300 psi #S MIDHEIGHT • ' IIII NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE Jill i RE: PLAN USES PRIOR TO ALLOWABLE STRESS INCREASES • • • FLOOR JOISTS B PROVIDE 1 X 4 CROSS BRIDGING NOT OVER WON CENTER FOR ALL WOOD • '� W/ SOLID BLKG f A JOISTS AND 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS ` #6 O la HORIZ. \r1I/ FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE UNLESS OTHERWISE NOTED Me UZI E.W. • 8 – #two O 40 O.C. - q C LAMINATED BEAMS i ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR • #4 TIES • 12' O.C. LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB ALL SIZES SHOWN ARE NET 7:2 — #6 • 2 LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORD- E PLAN ANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FAB- • RICATION OF STRUCTURAL GLUE LAMINATED TIMBER,LATEST EDITION AS PUBLISHED BY AITC 3 PROVIDE UNITS CONFORMING TO AITC 117 22FV8,D F FOR CONTINUOUS • RE : 1/51 MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS • • MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE T 10 N (5- It CLEARLY STAMPED ON EACH MEMBER D PLYWOOD DECK AND/OR WAFERBOARD 1 PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING APPLICATION RE: PLAN SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION 2 EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF ' THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U S PRODUCTS STANDARD PSI LATEST EDITION FOR PLYWOOD ALL PROVIDE HORIZ. KEYWAY • • PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO O CONSTR. JT. (TYP.) DOWELS TO MATCH • 3/q• • #� O �o' HORIZ. PROJECT THE WEATHER SHALL BE OF THE EXTERIOR TYPE HORIZ. REIN=, 3 FOR FLOORING USE 314'T3G STURD•1 FLOOR SHEATHING NAILED AT 4`0 C RE: PLAN a •&ONGPANEL EDGE&ANDAT IV ALOW INTERMEDMiE SUPPORTS. 4 1 UIl I K X)i Uyl 5M-T 4W90 411AN i to l wn)C XI.OBUItf 1 Ht If A1111Nt i(/AIL 1 1)At 4" _ O C Al UNU VANl L 1 IXILtI ANU A I IC Al UN(1 IN I L IIMI I ILA 11 8011160111-1 6. EXTERIOR WALLS SIIAI I I IAVr ONr 1 Ayr it Or 11:1 XPOSUHI 181IrAI IIINO 24" 01A. 24" DIA. ' NAILED AT 6'O E ALONG PANEL EDGES ► • 06 a 12" VERT. C�,Ec kEd b 6 DIAPHRAGM SI1CA1111NG SI IAtI UC It IL 11IIGKNLSS SI IOWN ON I'l ANS • WIT)I TIIE FACE GRAIN I'CIII'ENDICULAR TO SUPPOIT)S WIIII END JOINTS • " STAGGERED 7 INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS TONGUE AND RE: PLAN GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS E PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS • • • IIII III— • r N �, AND SHALL BE'BCI'AS MANUFACTURED BY BOISE CASCADE — IIII DATE ALTERNATES SHALL BE REVIEWED BY THE ENGINEER WEB BLOCKING AND IIII BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER RE: AN G PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE • - c22 NOTED ON STRUCTURAL DRAWINGS,WOOD TRUSSES SHALL BE DESIGNED TO FULFILL _Q Q — — — — — GARAGE S.O.G. #6 0 la VEEP-T. �� � ��'� � G� ? STRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS SHOP DRAWINGS c Q W/ W.W.P. RE: PLAN • • - B �F l SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER a• • oo° 3/4" • \9 I = `` 'tL7`0 Tr 150-1g.`• 0) N N ° _� ` "° `gyp° • CLR. - #S a 1� X N l� _ a kxe ` H MICRO-LAM MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES III � � - ' Fb.2600 PSI,E 2,000,000 PSI,Fey.750 PSI,Fy•285 PSI HOP-17— REINF. =III— . • •III= -III—III I' -III A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS 7 B VERIFY ALL OPENINGS THROUGH FLOORS,ROOF AND WALLS WITH MECHANICAL AND 13 III 7 z/ ELECTRICAL CONTRACTORS VERIFICATION OF LOCATIONS,SIZES,LINTELS,AND 2 RyR 3 — 45 • REQUIRED CONNECTIONS ARE CONTRACTOR S COMPLETE RESPONSIBILITY RE PLAN .• - -------------DATE......... __ C PROVIDE E ASPHALTICMASTIC•COATINGONALL STEELANDWOODEXPOSEOTOTHE TYPICAL GOIZNEP2 2EINFOPZCEMENT RE FLAN 2 - #6 D SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL STEEL,LAMINATED WO FRAMING MEMBERS,AND BCI,AND T I O G I O METAL DECK THE MANUFACTURING OR FABRICATION OF ANY ITEMS D I 5FC.,-TION 4 SEC/TION Lam• ` - PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR E WATERPROOFING VAPOR BARRIERS,WATERSTOP,ETC SHALL BE AS SHOWN 3/4° = 1'-O 3/4" = l'-O 3/4" 1'-0 3/4" 1'-0 ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS F. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD ARCHITECTURAL DRAWINGS If 11 1 • 8 v4 W W > " u wo RE: PLAN RE 1/St • Y A v u, • ems° CONCRETE WALL E W E G4 2-{5 c W c RE . 7/51 ` - `_ Q O ? W o STEEL BEAM • RE PLAN 4 • '• PATIO SLAB I c U ¢ z . 7 • • RE: PLAN F-� =ol,tT '• • #S o la" E.W. H {5012" g � _ • • " P-E: PLAN TT � 3<s X5/4" X� X IIII RETAINING WALL SCHEDULE • • "il EXP. ANCHORS = - •, • ` � tie, ZNX — _III _ NOTES 2:CONCRETE FC'63000 RE: PLAN • • .IIII • 2E: 7/Sl 3,SOIL BEARING 3000PSF • 2 - #S G H HEIGHT A B C 0 E F ' + 21-0 12" 8" 1'-0 12" 15018" {5018" /5018" {5024" S G T 101�I 4 E.F. RE: PLAN • #4 TIES o g` 1 1/2 - 3/4" = 1'-O RE: PLAN — 4•-o t•-3 a" 2'-0 12" {cols" {sots" {5015" so2a" '11 1 off ' — {6012" {5ote" {6012" {5024" • 6•-0 1-9 8" 2 -9 12" ►S ER�•a"�"J���� • IIII-III_III IIII 8'-0 2'-3 10" 3'-6 12" {6010" {5018" {6010" {5015" s t s m • , y • 6012" {SC18" {6=G" {6012" mA •0 `m C� • 'gym � ~ • �iT®p�ONAL�:•ma �� LC` ••maN• �� LOOP- JOIST W/ SIMPSON IT HANGER • RE PLAN '�'��UF �'0`:�`'��`, nuu►► #S o 1G" HORIZ. .0 #S o 12" VF-RT. RE: PLAN 3/4" CLIR S.O.G. W/ W.W.F. #S o 1G" HORIZ. v • — — ° RE 7/51 #G 0 12" VERT. RE: PLAN e ° 040 oo°�t�o a°(Yf�O�°n�..°0(/o'o°.nl �o 3/4" 1=III GLR. ` S.O.G. W/ W.W.F. aeAM IL RAMSET =III ° • BLOCKING — — j04 7 2 #S °Oeom E PLAN III SECTION SFC/TION S 3/4" = 1'-0 3/4" = 1'-0 w RE PLAN , V RE : 1/51 S F G T I Z 3/4" 1'-0 W FLOOR JOIST W/ SIMPSON IT HANGER • RE: PLAN w T PATIO SLAB #S o 1G" E.W. w Z0 2 - #S STL. BEAM O W/ 5L-KG _ RE:PLAN 2 - #S IIII RE: PLAN ��.+..� • • RE: PLAN • • RE: 7/51 S GTI0N (5 S GT101�I 4 • 3/4" = 1'-0 3/4" = 1'-0 2'-G" • • 2 - #S X 2_G • •• • a ROJECT FLOOR JOIST •. • ��� W/SOLID BL-KG • • - / ChECkEd by RE: PLAN RE: 7/51 DATE STL. BEAM W/ el-KG. " RE PLAN 3/`} GLR. S.O.G. W/ W.W.F. DECKING W/ 'SIMP'SON HANGER v • }u�✓ .ke' fi. '� O°°` ° ° O°° =III I ..� �� � 1 '�,� �...,• f-" �,` � ti � � FTG. RE PLAN ®° =III BY - � -------- c'TE 7-z��� TYp. FOOTING 5TEP RE : PLAN lLt 5 FGT10N 9- SF--CITION 5 1 1 1 1 1 Lj 11111 Ill 3/4" = 1'-0 1/2" - 1'-0 3/4" 1'-0 i rr r 'y M u A • Q V o w 3 + ' 42'-O' 5'-O' 8'-O' W O CL a 23- co-'Y = j U Z � � a � 5 X 201-0' U d d Z d � o i I * - - - - - - S1 a0 N — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I [132'-0'] � I CI Zq=lam•] 3 I f I � � I WALL (120'-0'7 i . i S WALL I =p ' Col'11'7�T '1'o I t�z=o ` ^G1=F)U- STEP oF' FE-,>c:> IN C I l FOOTING I - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - I r r . I 4m CRAWL SPADE I I S1.r I ° ' 1� 1 10 I I I p_,4,• � I � 's FOOTING I _ I STEP •o n I � . 1 I - f •TONAL 7' ] r I i I I i �`•••••ice• FOOTING I I OF FOOTN T-O X 12 5TEP 2 WAL X 14' FTG. St �n U t►�' ♦,, STEP W/ #5 a 12' E.W. � - �t O t_ T'l 3'-G' X 1G'-0' _WALL I I - - - - - - - - I - - - - - - - - - - - - I _� X 10, F TC. W/ STEP -ro I� O #5 • 12' E.W.- - - - - - - - - - - - - -[115' O � 9 g'4) / / - - � .. -• I �I I r D. p I i I- -��-o■ - - - - - - - I WALL � _ I - - - - - - - - - - - l I � STEP WAI STEP �,o I soTEOP�G I I I I I SL1 I I I u STEP I I �l'ra. r 4 121 0 I I !1 I I I I I C 123 ( - \ / •A I I I I � N cld-�" � I _� � ,''" - I �,I -1 I - - - - I r - - CII -O_ I Q i I CRAWL SPACE r' I I " 14'-2'l e I I •r WALL STEP i I I .^r! I S I 1 I I I o / Is ' :0>01 / / - I I 0o LL err F O S G 8' I o to-TACWH o' �,�. a P tdpu, SfGP / / ' / u BEAM POCK l� 4 e�y - - - �?� �1 I I I 2- , I FOOTING / / I ( RE : 1/S3 ,�1•,� I I� �F I 4 I STEP b• �. / / / ` /°` I ' i u I I I f WALL I h I TTEPP eI� I I CONCRETE STAIRS-4' MM. DEPTH / Oo8-07 - - i>- I I J I c11 I 1:0. �� I P'� 0 STEP ', I 1'1 W/ #4 • 12' E.W. - PROVM #4 # 12' W 'J / I "T I- _--- --- -i--- i I p BREAKOUT BARS O WALLS C 1 / I N u i ' ---------- 1 - I IZ'=z II-tf lob oR'. ;.71 Lr-.�R c Un V 2-6 X 2-G I = - - -1 BM. POCKET I 0p�j d) CIZO-1] "1' E`� k '°, c \ X10, PTG. W/ I I I - - - - - Z 3 - 04 E.W. - - - I / WALL- _ Z\05/4 _''- - - ���-4 '�O.SLcl3�`i=G� RE: 1/ I I � STEP , 5 5'-O' X 5'-0' WALL Ilq-111 I I 5 10' FTG. STEP 11N-1, � � --i W/5 - 04 E.W. FOOTNG ' \ \ / / I�•, 21_0■ I J STEP ION > X to, FTG. I I 0 W/3 - 04 E.W. / I o 771-7) \ \/ 7\ I I 1= - �` K' �( St �rl -, t� x; LAM �F � `� Y' I STEe - :�,� WALL � I , � STEP I f 11 I CD T-Al- - - CIS / 2'-0' X!2'--& X 10' FTC& Ir L. I I-o ! dr I I m I - — / W/ 2-44 E.W. 10' 0 i- - —I / SONOTOM W/ 1-45 VERT. I— • PROJECT /'/ _ C I UU•-d' �I-p�I �,.Qlt� P3 � !, � ' '-'I I st• �;0.�.� ��1'O, � �� Ia 1I � $, - - - - - - - - - - - - - - - - - - - - - - -'- - - - CNECkEd by , / - - - I / � ,� I � . ° o DATE WALL STEP 1p [l03 - 8 ,� I - , °� � NOTES: L FLOOR SLAB 4' CONCRETE SLAB ON ( - / f 4 FREE DRAINING GAVEL, REINF. W/G X G W21 X W21 W.W.F. Q t 2 ( ) DENOTES Top OF FTG. ELEVATION �� ( / 5. DENOTES TOP OF WALL ELEVATION -" ,�p�oy� �I�A �� I _ / 4. FOOTING ELEVATIONS SHOWN MAY NEED TO BE LOWERED DUE TO SITE COl�IT10NS w Af;ZAC.7E ��� /�� �O I I�� /� I O� �s I V U H T I+ . ��o � .5. DATUM ELEVATION 100'-O' EQUNALENT TO ACTUAL SITE ELEV, 8246,o - .,_.,�- \ ,�� � % `t` �' • � r G. PRO\VF- SLAB CONTROL JOINTS • 15'-0' O.C. MAX. E.W. M �,A -7, l�KrI LL BEN I p P v+4 I Ac w� I A pq e-- 3TA P rz� 1l4'=1 ni l i v1 �• 5�I� �4=1�� �- hl��-� ��I l., "INS I I a1't,-• .,,, � � I -, ' .. BY----_- 27 I�' W � r\� 1 ao y �I �� > z M v,L. w t - ter-, : PLAN Q U A am 0.. CIS Lv 0 w 8 0 = o cr.r. U z j • v-L1 I-I�A n Cil2 CC) ZD a W o > x 1 .j - U z • d z - P I/h I LA-x 4 x 3/a x '7 II EA I h IV C 4 ; w/,!)- III 0 -rH Kd 50I-R:? (I TOTAL,) 012 WIMAP ALL Lqx4 x /4 gIl = A Kpd t4 D W/Z-3/4 11 a �T l.. F�EA i�I✓�Z ,+ �,� ZXP ANci4og p q S 7 . , \ a i a � SI e a /1 • Q C ° O co 1 42 II r I el-A 4 I r_u Jill! - L� -,' \-I"o•�'[ • I D°1-`13/4- � Low gog s 50K GOn N, X hl- I aQ 3 O 9 W ; LU 7 Y U 0 ge, I. ro 'rorz wH H I - y i Uj KZ". to r-o K CONN. - _ mall 1 I L i (..1�J.LL ABo\/E Je y ' I ` Film 1 - ��� J •�� 2�10� ICa1 JQ `� Q 2 �1 FRIG L I � o• cb� 4 I&A-r I H Co - ? J q Ii - i ID�I -S 11 i. Cm / - 47 l3 1 411 PROJECT 40 aI2 12 ChEckE-d _ by - GARA-GE LEVEL - LEVEL TWO DATE /�usl,ol - -- - - &-8--I 1 15 2 S Q_ � , F T 's IZE roO N PATIoH PLAN rOZ AI-L I H FD. - - - � y } r 1 6 , 1 I• al-� F�o� �oKTs i I'� SG1/45 3, PRo./IDE I jZ n A-LL F oo g5 ` Ila A. P,l.Zv. 1�2I401o4N ToP of &vN6,-rI4IN6P Au, 441-46otRzo AIZE OIe id U.nA.. BY-- - --�- ---- � -- - ----- ��TE7 z�=�-�` fill Ill Co• ALL CoLEp• 3 - 2x(v J,D,rl 1 1 fill If If I . 7. AL•L HeAL?Eo;) 3'ZXCo �,oA 11 IL AL � � l7 --41Zu icl- • Wv TIC fz�- ,ol.Tr-� z o . COW-, �A 1 ICS '^ . - U ' ♦ W O Q_ GW4 i = ; • s 2/ DI J � • a s s . • I.4 x q_- � x I I � "M�� II sF)c 4 x/ x I II �� K 4 b t3M• d a Z W Ie1�,• 3/tO 64p, re, o hl I • o - , 2 II V4.1 I I. II if ALD r -- -- ----- — - - - .Q �:;p... 1 eA I 7 a j (pp OQ . - 11 '/V it WI I�� �i(i. ♦ �I• • - y�+MQ�` \� �.onb 13�. �r�IGf�.� ( �b'I-I, �jEl..o� ---- _ P A 1 o J - - — l2-) I I �g v.L� Lill- N J1 I � I OLI �� -- Pain� 1-v f �I o 14 4e 12, EA �Y loll 125-o / W 55A9 OH N(,. lox Z W �J21X �� � � r �ti l t�55 �tt�k �N x)11 lyr. 9 - , CO) W -- - - per- KK,:49er1fIOH ZA4 Q PAr++1r��= IIgI-�11 �xt� r ab'I'I�rl. W e� 0} .Coco -2"v b o i f I II I W/ 12 k f�a•IZ lot' p.C;. 311 HoleMAL- W-r, CoHc.KEtp, a ` H o. -r T q SA P A T V o 04 ca W1 PAV6Kb - K6. AKCA4 , 7I �I Sltj PROJECT ------ Y CNEckEd by 4 140 ; • ATE O W E B C E C �cm> K 6 - 3 r01< F1Z4 M I rim H otr,-!�; L. L , fY MAIN LEVEL d 0 � 1N OF �'�—°�, fl �.® _ 2 2 1 1 0 S Q . - F T , _ aY D,1T�7 ZJ3............... If I - ,r ■ ■ II ' W •0 y zo o w 3 W o CL a F—• � C tz b w d � • � r 1 - i JJI i • y • NAL OF COL����. �► V x OIL to IMF k /-- — ol � � � �✓� M�`�IQ J C I � 6 E V g T R 01/1 , 0� - i IZoo F i C4 L W \ o F... 'C' C.0 , a UPPER LEVEL rio'ECT ` ChEckEd by t2E : �3 F OK PKAM I NC> NOTeAv • DATE , 1 22 tin BY- fill Ill lilt lilt • ` I� 1 . 121L71fl� PAM• ■ ■ , pKopPFIP r0R —2 x I Z ZA� a g • ��Cf 101 - 3/ Air,- FLo�J oOTH LLJ wry T1ZU<f I� IJl6o W D UK(o, y z o ' emu. A � y A _ r- O _ d =W4x,9lv X XILU ,J i ALL crl d Top G40RD 1r5t t7 O • / (o � TI�Ra.I Gov - c eIM. � I0 N 1 H i� EO L-T NTo E o e*�AM MO ' AND �'►-ANC�� .A ' _ - A ��EVAT I ON �E�CTiDH 3 g/ I _ I II � U _ I I u . I %4 x /\x III �/ 3/�i lam) -011 �i- - ( -0 3/4 - 1 O 514 - 1 -o x (�II LAS gOLTvJ 3/611 ,x 1011 ALL — -- - —1411 KN I�� I�/ 111 — — — — — — — rl eC ft &Ll AIeOJt4 D 1/4" WELD ON1, 31�+ z �1 Fes T W/ I I ¢ -THKJ 13oLi- I Z4 5 u I® $ • CABLE kI/ - xa 0 . • • �12N b1.IGKL� � CLEVIh Gp�O 6. • , g, (°�� TBN5ION I.p4D ►- I :.;�s''. LbK1 X1511 SS11JJ i •Rt' o'l•, M. LF�cV 9 ! IN-ro GL Id � � r ' Plm - U BLD To U � S'�/4 IZ . L. f 3 - II1/4�fV. 4-Ix I&A. A �,LrVA—TIOH - p� ° i ��. �^ IeIpGS L1rII: �L +I IOU a ��_ — — —_ 1 1 fl > "/kt N A I N !L 51M. w 1(D 3 v.1, L x tK F _ J r -7 I — W ( � I � _J N II ► N ° Z x to Pv Z i h ROOF FRAMING PLAN PROjECT 1/4 " _ 1 — 0 ChECkEd by - NoT�S = I_ ALL JoIVT4:1 SHALL 5e� Zx IZ c 2s+' 0.C, J-0.H. 2.ALL HEADEe'�;) MALL ae 110H. DATE 3,,AI.L HAHC aKZ:,, 4I-TALL DF. e0IMPavN tj 1YP6 J.G.N. 4.p,LL Col lv, 4>4A LL WE 3- zx % It:zGo� eoH F.A r4I rIC� '5/811 4oljo rww BL KAT1 r4(�e • e2TA6,�F K rAH EL P,I`I17 JOI HTh AND z R' rAeoTlit Imo)/ IOd i- I L� 4D (ell MAX ar - � :� i �. —�• �EI`IDT�� 1!bllN WAled nl Ie�GTIOr� OF leo�� h��� � �. � < < � -.� �- -7, A L.I.. rICAM f rllr �OALL �e, PKAM65? u,o 4. �+ � To jj5f Ills�y ills aY TJ 11c COL-U114,G I,4 �II"1 It Ill IN •"""rte"a•w'.'' �.y �- � " - - a ., _ t � , � T- --s...-''-��..._. � i 1 ' - T" /'7 r ; .. � r...... -.'.. _ -'�.,;\ i NOTEs, VERIFY DEV1CeLAAiSL#LATE COLOR WITH ARCHITECT PRIOR Tr0 Y NSTALLAT ION ■ �' _ t FIXTURE SCHEDULE � rrrraarrarrrww*aaaaaaraaaua• m KEY MFG NAME MFG N0. PLATE NO. NOTES > bESCItprT10N OF WMINAII UNTNG DATE _ LUMMAIRE SPECFCATIDNS arrrrrrarsrrrrywsarrrssrdrrarrrr"Man rrrrrrararrarrrairr�aaasawrrrrarranar.►rsr O z O • t s LAM CODE OES A4�TION FtNISN METHOD 1'�M �:Tyke MANP .rte w W FACTURE CATALOG NUMBER OLT � ' »r L'EV I TON '° �+ � - � � L.� • Q ` G+V�/ ++K -,P........-, � -3bd 1--L' j+ rt �ilU v I -ter E 1yl "TGiN htl� l�b� 1 GP I• 't �!!� !� I - Y LEV I TCN t 3bi�s-I '' ' ' �'l ` 'a I � 8041 I' �,� NONE o W LEVI 3644-[ 80401-i NONE W o � t� C�+ K �_ �2 tt I ' NUTONE HS-93 W/DEVICE VENT/LIGF(T SWITCH Y' LiZN ,+.`, ' 1'—Gb2o ovek X E'i ! t%j i�g��c_,"�, 4 p� LIGHTOLIER E-600- ' W/DEVICE NONE - 1 L 1s•!-�• '�ai!! NT. D ���''o c��� ��0(�, rwJ M1 Q LEMON 3323-I 80401-L NONE !aJ I 1 40 ta} A ;4 U RAW �I 7 S 1 391 O y ` � P� -i 80401-I NONE«k 6 k � PS U S 1391-I bi93-V NONE -' T It -1COZ4 116074 ® �• I''� ���' � D VN (,�(� � LEVi70N 278 4944 SOA 3A 4W ` ' Lt - ■ ■ "• L ®� LEVITON, 279 4944 y } � v•�•. � i'a� �LtlGL�? �„�Flt .� K_ 50A 3P 4W P4S 1342 BRASS PROVIDE DUPLEX OUTLET t _ STEELCITY 4-SQUARE 86013 TV OUTLET d STEELCITY 4-SQUARE 86013 WALL TELEPHONE b LEVITION 9726 NONE KEYLESS'-W/PULLCHAIN L © NUTONE' LA-14 NONE PROVIDE MATCHING XFMR _ Q NUTONE PB-126-L NONE DOORBELL PUSHBUTTON PRECISION MULTIPLE A-105W NONE PHOTOCELL �g�� ��"`�`r € {r+'p.�� .-4�aarwarrarrrrrrrwraiatrrrarrrwrrrrarrrrrrrwwraaaaarwwrwrrrr.rraraarrrrrar.�wra I5 L4 iii rlfN �i :. r COLO ry '� t � ,�"` rrrr.�rr��rrrrrrk�rrr»�rrw� rr. �� �• i '4t} _. �.; Fixture Schedule A' L' I r'1 0 �- t co G k X// __-_ I — h .-a wn�"D''•�v 4.�t.' , A �` f -11_..15' Y L i x t 1 bA • s f x - s., W vt' 1 t 5 VIM s C< '� i 1 LU 4 • r F � t aaa - - I C t, OL r �- PROJECT ChEckEd` by - GARAGE LEVEL LEVEL TWO . - -LIAT�, fl !d 61 <L dwma` w 7 vLS y 1 r am r f•,- i t _ .y r t f S - - f • ..,.— I,..y. 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( . ..v .v-.- .. .__ ...v. - ._r-.ate. ...v....-.. .-.___... -_-.__ - .. .._ r,s.[._ er.__. , 4 .-+ K +. _ ..�i a. v.,, v - a � _ -.-_.__,.._ ._.. _ ,. i _., .. t v _ -. _ " .-v...a ,...... _.. .... .. ......[..... .e....,.u.r,........a.._..,m_ Y.s.....♦..-. a�- a , f °# , '� 5 e ' J n �/ 'I•� / ` ' . �.� ' `�I /,r r_� f y � t l J i5 • . P s • r » 'oy N •.. s w w3 rl LM Z F • d P-4 r A 1 . + , IN tA IFF a i T P A ! O 1 _N i G� - 14eb ri - IL t �J/ 4 U �„�j + - I Q NV I / W cc LU cq f i y� �• , r, . O L -P A TPOr � Ca NOJECT ChE'ckEd by -©ATE- �`; Al D r I j `y,_fir !!Y�.� + , . . 1 II [ IIII till Ill Ill 111 A 111 L.E E L�- �- � BY.- t-- D,�TE7�7-��- G .. d VO -1 7FK 2 1 S Q F T I 770 T 1 • J 1 p ! 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(u _-j Q w 0 - w ` z9 m 5 Ix Q O a w o J V w O E � > 3 ■��,•T � • I l �'�/ ��L 9'-1° - *'�2� - - � I � - -- :'��� G• .�i12 11-'1.1' 1.%i �1, -- -------- -�r`'GII -- -- - lo'I I'+J'-Zl X71-a'I I I I i -- - --- � •�/y— -- ---- - ---- -- --3/: - ,�.la--- q ; -� - c� I i Eiji I I I I I A-7 _ A ? • I n.= I, I i `t' v ti I �`� u�l N �I ! :SnELv. =F — - -- . i � ' ar I I � �✓ I - ;, I I � I � _ -------1 _ I � ' �,, I � t� I �' d-u7(µ ES G lao ��' � ,' � �I I: - u, I ' � .� , , ,,• _ I Ao SI»��I. �• �'�'I� (� q,�'�r � ' ���� =t� ( 't- � - 11�' � I � "'. �`'�• IF �,,-�II I I/ - _t `�fL� 1n ;� �T►-I� __ I '�, -� -- FQ(q - - 1 - - - — - .t _ �� ' I !/ ¢' a o� a. 3ollr�s GGaao ti~ _ ' j �-- --1• - -�- __ 1 - ---- <; s,. � o �° �EQ,2 1 In si, �• FIN 'col IS NO, # - I ro, - y -7 1- b"oil I 6 �I% �' fJ i Yz S 6 \ IIr�FG2MA ION' 1 I V • � �:� :,}-i `- � , e� I 111 �vj �� �I � - - - - �'-� ���, 1 E rrT2 4 \\ G• I i I -Ib --rd- N� k6)/111 . Pt 4 -OM 1 k ^� kIALL 1 i I \ A��E �`� �K={✓i l•11..I� - � � I Ft) &IA C'!E .a- ( 3' Lad � ®, �• I � n l u I � l u 1 , u •-i U �• lei Lad i Ina ICA PATH 901:11,11 �r 1 .• �, I , La [A-11 Aq t k (� �,r I h = f-- -- I ENT °O (t 10 ' -GIl 1 I = I �,- Lu-� ' I V ca '� _� � � l L � � , ��� cr+• fit✓ � _4 • -IL I,oV4 N N PROJECT T - — — -- — -- 1- --- - ,— - - ------ - A G A G 1 A-7 A-] I.QI' 5-'--7 ' 4 I ChECkEd b -- -- -- - - - - ------ -- --- - - -- 2 �� I�'-��Z -------- -- - �- Y Town Of Vail OFFICE COPY ATE GARAGE LEVEL - _ � �` - LEV-•EL • [ 1 1 I r v Asa L =Q If 6Y ,i --'IR— ' �` '.� 1 ° `4.✓` 1 4P l ate... It 1EI " • - �, , BY Z*1_41.46 --- SATE a,z • r V I e. • <, , , IN 1*1