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Lions Ridge Filing 4 Block 2 Lot 1.PDF
TRACT A IHPROVEHENT LOCATION CERTIFICATE 85 , pp • 3 6 ' liw W I hereby certify that this Improvement Location Certificate was prepared for S 8 BRUCE KING _, that it is not a land survey plat or improvement survey plat, and that it is not to be relied upon for the establishment of fence, building or other future improvement lines. I further certify that the improvements on the above described parcel on this date, 1 /2/89 , except utility connections, are entirely Within the boundaries of the parcel, except as shown, that there are no encroach- ments` cxpon the described premises by improvements on any adjoining premises, ex- cept as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. By Dannie Corcoran - Colorado L.S. 16827 /� J l J ►� Date: -_- LOT I LOT 2 J " 0 587 AC SCALE 1 " = 20 ' 3 DATE OF SURVEY 1 / 2 / 89 C N Cn O N _n ° O 0 m ° o Cf)J : O Z N C M m n M N a) o, OD NOTE ROOF PEAK ELEVATION IS = 8463 5 Y2--7, 7' FOUNDATION WALL 2ND FLOOR OVERHANG 01 ti 3/ 90' O \0h 2' q,� 3' /01 20 /L 0 13, � XS , ati 0 3' LOT 2 3 STORY 13 '? I J FRAMED HOUS 2S- F2. OVERHG FLOOR �� • 2 0 �,�C 2 6 3 S? 3 1 3 0 i2 �� �A-t tt c 5 1 8 M EL = 8427 6 • 'D ti �O 0 60,/ \2ND'FLOOR � v� 2 6":V DECK 6 O OVERHANG R 25' h /309, ELECTRIC S EASEMENT / N •F boo LOT 1 �4 ( SECOND FILING ) 2• S 1 IMPROVEMENT LOCH ION CERTIFICATE 0� LOT 1 , BLOCK 2 .- - --° -- — - -- - NOTICE: / LION'S RIDGE SUBDIVISION FILING No. 4 41199 Highway 6 & 24, Eagle Vail According to Colorado law you must commence any legal action based upon any defect Post Offi,;e Box 1230 in this survey within three years after you first discover such defect. In no event, / TOWN OF VAIL , EAGLE COUNTY , COLORADO Edwards, CO 81632 may any action based upon any defect in this survey be commenced more than ten years 303-949-1406 from the date of the certifi-cation shown hereon. PATRICK A KEY JAN 8 1990 1284 ITRACT A - .� IMPROVEMENT LOCATION CERTIFICATE • 3 6 ' 11 W I hereby certify that this Improvement Location Certificate was prepared `or S 8 1 BRUCE KING _ that it is not a land survey plat or improvement survey plat, and that it is not to be relied upon for the establishment of fence, building or other future improvement lines. I further certify that the improvements on the above described parcel on this date, 1 /2/89 , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroach- ments` vpon the described premises by improvements on any adjoining premises, ex- cept as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. O By ` — - ° Dannie Corcoran - - Colorado L.S. 16827 - - -- CV) , Date: LOT I LOT 2 0 587 AC SCALE 1 " = 20 ' 3 DATE OF SURVEY . 1 / 2 / 89 C N � O N O " 0 M ° o C O z N M m 0 M N OD o, OD NOTE ROOF PEAK ELEVATION IS = 8463 5 7' FOUNDATION WALL 2ND FLOOR OVERHANG O' ti 90, � %o. 3 2 0 41 m 13 o LIP • ati �ti o 3' LOT 2 3 STORY WOOD 13' ��' ��. FRAMED HOUSE ,b 2S. F2, OVERHANG � �• 2C s i 0 3 S) 3i el 13 / / J 2B' 20 /o� �- n n, B M EL = 8427 6 0,/ \2ND FLOOR 206 2ND FLOOR �g' 6' �OJ DECK I h /09, ELECTRIC S EASEMENT / 66 . •F ��O LOT 1 �4 ( SECOND FILING ) ?• S o` IMPROVEMENT LOCATION CERTIFICATE ^O�� LOT I , BLOCK 2 '- -- — - - — NOTICE: / LIONS RIDGE SUBDIVISION FILING No. 4 41199 Highway 6 & 24, Eagle-Vail Acco-di.ng to Colorado law you must commence any legal action based upon any defect Post Of r;e Box 1230 in this survey within three years after you first discover such defect. In no event, / TOWN OF VAIL , EAGLE COUNTY , COLORADO Edwards, CO 81632 may any action based upon any defect in this survey be commenced more than ten years 303-949-1406 from the date of the certa fication shown hereon. PATRICK A KEY JAN 8 1990 1284 � ' . . . � . � . & ' ' | - . B ' it I ' . . . . � ` - ` ' ^ - ^ . . . . . ' -----� . ' . . ' - ' ` ' - ' ' ! . � � . . — ' � ' | ' � ^ ` . . . . ' ` w o ' ' o � . ' . 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'h. ��" - n«.xx f% „xia+. ary`^a�a. .�..y.�•�..- t+� V � �,,,. _-, ,y.4<�..• ".�k ,..: 1°r-s. _ �.nx Irk- -{w", te— tv- �.M+6.JC��`e`Yd1Fff_r?���+verl.dS z"`eR 1 " R#tnc- Ff+ 4 R piq•.cui�i}A.a;Y"'..',.�'�fT`RA I a d U S FOREST SERVICE N 00°01 02 W 2 18. 68 IQ I I 0 I I c" F°- 0 0 --- \ z o a a ';J- X I I 1 m W 0 h I O - Q -I 0 I z N I � I U I - LL U z 1 NO BUILDINGS W W z z0 LOT I I, \ LOT I �, z 0 c) LD (2ND FILING ) I 4 587 AC ° I' I / F U) W op f.- — J I i I Q > o I Q U p Q Qo 11\ O CO W ° ° _J 0 N J z W Q LLj L)I 0 in I \ \ J — U_ \ \ O j m O 1 U' 0 = cn z o Z \ 1 - OC_ � ° - O D S 00°01 02 '� E �� \ � V ( I 173 00' 1 C'h LOT 2 D ° 1 \ IMPROVEMENT LOCATION CERTIFICATE O I hereby certify that this Improvement Location Certificate was prepared for � \ Commercial Federal Savings a Loan Assoc and Stewart Title , that it is not a _ land survey plat or improvement survey plat, and that it is not to be relied upon U \ 1` for the establishment of fence, building or other future improvement lines. e \ 1 further certify that the improvements on the above described parcel on this \ \ date, 12/9/87 , except utility connections, are entirely withir the boundaries of the parcel, except as shown, that there are no encroach- ments upon the described premises by improvements on any adjoining premises, ex- 153 \ \ 1____T R-__ELINE cept ss indicated, and that there is no apparent evidence or sign of any easement N crossing or burdening any part of said parcel, except as noted. \ R By ,� . 2 v �. \ O' Leland J Lechner \ O/ Colorado P.L.S. 23506'a \ o,y3\ V Date: � � \ NO SCALE I = 10' CD � 0<'S' ,p DATE OF SURVEY 12 /9 /87 Q SURVEYOR'S CERTIFICATE LaA pLC /L O / I, Leland J. Lechner, a Land Surveyor registered under the laws of O Fo� \ O' the State of Colorado, do hereby certify that this to o ra hiL survey Y y P g P y �Q G� coo ELECTRIC EASEMENT was made by me and under my supervision and that the survey is accurate ,n \ BELL BOX and carrect to the best of my knowledge. ogo\ // �Q O ELEC BOX W \ l p- �\ Idid ®� Sv OHEE7 NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event. may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shot-in hereon. J05 N®, 12 84 TELEDYNE POST N07666 w \'y i i k a3 �RcIr- >rI 1 �T I I I i E�JTRY/yfE� I i Town of Vail Community v LINE Or— A — — — — — — — — Development Plan Build Health Fire Approved LQ,4-- gj)� ❑ ❑ Denied ❑ ❑ ❑ 13 �: �P�JG���� I� 0 �' Validity of Permit J Sec. 303 (c) 1982 U B C. The issuance or granting of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of th-s r^r or of any other ordinance of the lunsdicaticn Thy f a permit based upon plans, sperifications rr i �" - -°I P�-Jf'F'�L."f rnt prevent the building offJcjal 'F" ?, a C -«ctoon of errors in said r c „ wzt t I i I I ` I i r LaT f l.OGaTIO iJ 587 AG• Li I t_OT 1 , LIONS R.ID(;)E '-5LIP0IV151b4 Fli,II'IG HO, 4, TOWN of VAIL. / EAGL-e C01-1147Y, COLOF-�O ,El-EGTf�IG DA615MENT Ica RF�n�. TO L.AND�PF P AH 5r, I.AHP D SIGN Dy— S �� EL.A'`;ON ANp 50-VEY /TOPO 13Y EAGLE VAI-1,- Y ENG- INEER►NCa INC, �; 1284 — 1/I1�F58 r harid c foiwan r Architecture Consulting 8652 Iris Street Arvada, Colorado 303-422-8344 80005 I I /G O ` fro 7- i t I � j 0 Project t UJ 0 Cz V Z -L 0 O Z J O ` I V HST l 7�,(c00 PTfUH LLI MEAT I°I.AIJT: TEMFSTAR, R,4P,90 Z •• Ofi WUAL, 'W66%,, 1W000 MM. 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PLAIJ I.bRTH w t'c��S �-�'31 1 + & Checked a /4 S Q �Ci pG� i � I N Project No ` 8 '120 Sheet No. _A3 havid e fill an f Architecture Consulting ' 8652 Iris Street Arvada, Colorado 303-422-8344 80005 a I � I Project { • moo Z co L. V 0 O ZZ _ - o LLI Z r ® O } C0 ♦..1 I--- - - - - — — -fi- - - - - - - - - - - - -T - - — — - - - - -� Cf) co LU II I I w (D f/ ( II o C I V co W I i F4 I I I o N LU m � � a • ° . � GHI M►JEY/FWE I IzI I ( I �,,, o I � FM ° F— a I II II 2 � I f�I I I Copyright 1989 ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED DISCLOSED OR OTHERWISF USED WITHOUT THE WRITTEN CON SENT OF DAVID C. FORMAN I I Issue Record rill - purpose date 0b0 pal? 4,& I I I I I 21 iii I�VI3�D � iq'8G II II , I Sheet Title I RODS h ' N Date Drawn PC Checked Ch /4 Project No I �2of Sheet No. I . A4- I • J/ I I I I SYSTEMS NOTES lurid c foiwma FLOORS Architecture Consulting ; 5 F1 - 4" SMOOTH STEEL TROWELED SEALED CONCRETE ° „ r , 8652 Iris Street Arvada, Colorado SLAB W/6X6 10/10 W.W.F. ON 4" GRAVEL (SLOPED ' �' y 303-422-8344 80005 TO DRAIN AS SHOWN). F2 - 4" CONCRETE SLAB RECESSED AS INDICATED FOR STONE OR SLEEPERS (FOR WOOD FLOOR). R1 F3 - 3/4" T & G PLYWOOD GLUED & SCREWED TO 2X4 �" =� WOOD SLEEPERS FLAT ON NEOPRENE PADS SECURED TO CONCRETE. 2xlo R,9 GEnAIZ� , 1 F4 - 3/4"T & G PLYWOOD GLUED & SCREW SHANK NAILED 2x 1a F-hcEDAF-� TO 2X JOIST FRAMING (WITH 3 112" BATT INSUL. W"I W10 V0 WI0� U oz Rh o @ CRAWL SPACE) (6" BATT INSUL. ABOVE GARAGE & MECHANICAL) T7VM F5 - 5/8" PLYWOOD ON 2X FRAMING W/ INSUL. FOR FLOOR SURFACE OF ATTIC SPACE. RL I F6 - CARPET (SELECTION BY OWNER) ON PAD ON F4 OR W1 1bWD CAP 1/4x5 F3. t n W/ /e) EAi✓ y�1 STAI�. Ss fl' TO t31✓GLAD IN F7 - 3/4" T & G PLYWOOD GLUED & SCREWED TO 2X >` 2x �t,S�{�� = Wa iz,6 060A�_'To 51MULATE M Project FRAMING SEAL PLYWOOD SURFACE BEFORE IN- NAIIL W/2 LA-0 STALLING CARPET & PAD. (BATHROOMS) E5,MA�Ch E5,� — � W10 LG1 _eep �4�fry F �� ; �' _11R2 LEVEL ELEV i(6 V F8 - 3/4" T & G PLYWOOD GLUED & SCREWED TO 4x ro 5FAvc � - - - -- - -- _ -- -- - - Wq �� - ---- - -� 2X FRAMING SEALED & READY FOR 3/4" (ox �xT' It3" ' - ) _ �'�' W �'�fRr IGT ' GS CRAM FEf� eDG Fh - - - --1— — _ -- HARDWOOD FLOORING. (KITCHEN/DINING) 6W� 45�CnON. - gliz F4 BEAM 5/aKl�' I F9 - 3/4" STONE IN 2" MORTAR BED IN CONCRETE RE:STtzUGT U EcFta�E Wei RECESS TO FLUSH OUT WITH ADJACENT FLOOR MATERIAL (INSTALL 4 HARDWOOD TRANSITION ! O Cz STRIP AT OPENINGS BETWEEN MATERIAL). Wes; ��I' �1 � �� � -'I'll; Z UN V V�NEE,{� - y lid Z WALLS � � � � - L r J W1 - 1X6 T & G "V" GROOVE CEDAR SIDING ROUGH C I �� @} - - LL � 1 IL V FP KI� �' F- T_ SIDE OUT, RUN VERTICALLY & BLIND NAIL W/ \� � � �� _ _ - - �- - �� , Wq� W5 - - - _Np I�EVEl. -El. STAINLESS STEEL OR DOUBLE HOT DIP MAZE _ - Z I — NAILS OR EQUAL ON 112" EXTERIOR PLYWOOD �4 HDwD LIVINCs I�A�M ON 2X6 FRAMING @ 16" O.C. W/ 6" (R 19) r - - — - - t - 5-RE+S�= T -z '� M, LAHi�IrIG fA 4_0 BATT INSUL W/ VAPOR BARRIOR. --pEr'K =' - - -�-- _� , . �_ I j WW �MS� co . / -z � `�_ - ,�� -- --- �' I�ANDIrIO `G5 F ice: uIGT ,p�, ?(ZAG.IC I 1 s W/5/8" F.�.G•a / - - - W2 - STUCCO ON PREPARED SUBSTRATE ON 1/2"EXT. .�' ` l� Cn 3 PLYWOOD SHEATHING W/VAPOR BARRIOR ON 2X6 _ ' 'I '� II �__ _ li - p m O STUD FRAMING W/ 6" BATT INSUL. (R 19) & J 11 �D w7 I I s .,Q . `''I�ET ' `' TIN V Ia FzE H 1/2" GYP BD. FINISHED. j G?ENIN('! II - LU d W3 - 4" STONE VENEER ON 8" P. I.P. CONCRETE "' } w i;=� I I I � ,N�� ! � � 'OA C, .� PfzWtD� I-r.=vi;� OMIT � O FOUNDATION WALL W/CONCRETE BLOCK SUPPORT � ► � r-I�'' 6TOo 5UFFAGE (CNTr�. rluN) O OR STEEL. ANGLE SUPPORT (CONTRACTOR OPTION). i �, II o -1 FE C I I W LU _ FI P�1i' LEVEL t;l., iCb-D" ,` 1 W4 - 4" STONE VENEER ON 1/2" EXTERIOR PLYWOOD A°✓PHALT 1�1\/E G dF F� I - ON 2X6 FRAMING W/ 6" BATT INSUL. (R.19) & oft 1/2" GYP BOARD INTERIOR FINISH. aka " Z _I ti �L�Iz PfzAN f:VTVtzE Fiats I V FiY�IA pPTk-'Q (z W5 - 8" P. I.P. CONCRETE FOUNDATION WALL SMOOTH CV > 3 FORM FINISH W/ WATERPROOFING AT ALL BELOW FouAIP#T-!o N W yr Y �� f M t�l f3 �.� C 1 �Ti 0 %... I GRADE LOCATIONS. (1 112" FURRING & INSUL, 1�4'' -1%d" p O @ GARAGE, OPTIONAL - VERIFY WITH OWNER. ) J 'W6 - 1 1/2 WOOD FURRING W/ 1 1/2 RIGID INSUL. C & 1/2"FOIL BACK G.B. ON W5. THIS SHEET FOR REFERENCE NOT TO SCALE T W7 - 1 1/2" WOOD FURRING W/1/2" FOIL BACK G.B. ON W5. ON TOP OF FOUNDATION WALL - 6" O STUDS TO BE FURRED OUT TO TIME OUT W/1 112" ' FURRING FROM BELOW (FILL CAVITY W/ INSUL. (APPROX. 9") W8 - 1/2"GYP BD. ON W1. TAPED, 3 COAT FINISH T - W/SKIP TROWEL TEXTURE - TYPICAL THROUGHOUT. W9 - 1/2" GYP BD BOTH SIDES ON 3 1/2" WOOD Sri EXF06EV-SZAIN STUDS @ 16" O.C. W/ BLOCKING AS NEC. � ; r Copyright 1989 ALL DRAWN AND FOR ACCESSORIES,W/ ROUNDED CORNERS AT I WRITTEN INFORMATION APPEARING HEREIN er ALL EXPOSED EXTERIOR CORNERS (CAVITY G1 SHALL NOT BE DUPLICATED,DISCLOSED OR ' �� � ' OTHERWISE USED WITHOUT THE WRITTEN CON- ' INSUL @ BATHROOMS) W9 q SENTOF DAVID C. FORMAN W10- 1/2" GYP BD. ON 2X6 WOOD STUD WALLS @ S ROpSNEI-F Issue Record vENEEEi NDNi[? ' 16" O.C. W 6" BATT INSUL. AS NOTED W/ a G1 o ROUNDED CORNER PIECES AT ALL EXTERIOR i 7 I purpose date 'I CORNERS - TYPICAL THROUGHOUT. SID PERMIT 4 h-� �+ W10 I�,d W( 12EVl��y 5.19 �1 W11- 5/8" FIRE RATED GYP BD. ON BOTH SIDES OF " WALL _ x q Py Cot�AR \ I'I 3 1/2 WOOD STUD WALLS FOR 1 HR. W L i_ _ 2 � ASSEMBLY. F!o W12' ' W GNAMi'HP. 6G�E9 W12- 1/2" GYP BD. FINISHED INSIDE ONLY - OTHER �_, } \ -- _ _ _-- _ - _-- --- ---- �� F5 �' ' y R( _ TNIKD Lr✓VEL W I D W9 _ _ _ _ _ _ _ • SIDE (ATTIC) TAPED ONLY. (CAVITY INSULATED) . �_ I Xr :k t 12 / EL, 118'1 - W13 -1/2" MOISTURE RESISTANT GYP BD. ON VAPOR / j q �+j STAIN �G1 GI BARRIER & STUDS, PREPARED FOR CERAMIC TILE ��GS ;1� W9 FINISH TO BE SELECTED BY OWNER. W� 1 L� ' _ /' ,J " CEILING/SOFFITS - -- o wlo \ �'Wip ; zi G5 Sheet Title C1 - 1/2" GYP BD. ON 2X FRAMING W/VAPOR BARRIER @ EXT, t15 E r- } 1 o i { 'W2 DTI N 1 TAPED - SANDED (3-COAT FINISH). SKIP TROWEL 4 Date TEXTURE. VAN -1 `n� � / v APNL, (O 190`1 W2 Lj C2 - 1/2" WATER RESISTANT GYP BD. W/ VAPOR BARRIER 2>Z @�0 F6� l� N FGo� F7� "ll GNp LEVEE Drawn �GP ON WOOD FRAMING. GI LIVING fJ"I _-- - --- V _ _ � � , � x x Checked _ I� X k E �W3 aF C3 5 8 FIRE RATED GYP BD. ON 2X FRAMING, EL, iP�-D T / G5� � GI Wlo w9 HR. F(o 4 INSULATED W/3/4 T & G PLYWOOD FOR 1 f ASSEMBLY. AT MECHANICAL ROOM. G3 C4 - EXPOSED STRUCTURE. C5 - 1X6 T & G 'V' GROOVE CEDAR SIDING W/ CONT- W3` _� W5� II A�ou D 'W11 UOUS 2" SOFFIT VENT BUILT IN BETWEEN BOARDS. - - ' I _ I ROOF R1 - 24" #1 CEDAR SHAKE SHINGLES W/5 1/2"MAX / - - W F1 I I EL, 100'o" EXPOSURE, INTERWOVEN W/15# FELTS ON 30 # UAF,ACaE LEVEL -- FELT ON 5/8 EXTERIOR PLYWOOD ON 2X �' E�, qq-o�� h f- r - -- Project No. FRAMING W/12 1/2" BATT. INSULATION. (R 38) L _ - _ - 1 R2 - COPPER FORMED METAL CHIMNEY CAP W/ HEMMED Sheet No EDGES, RIBBED & SECURED TO 2X FRAMING. 11411_ rL 011 .t ha��d c Fo��ta� Architecture Consulting 8652 Iris Street Arvada, Colorado �2 303-422-8344 80005 W2 'I I i ' Iz WINDOW SCHEDULE ALL WOOD CLAD PELLA CASEMENT OR AWNING TYPE W/ MUNTINS (AS SHOWN) OR PICTURE (AS SHOWN). �IXEV ALL 5/8" INSULATED LOW EMISSIVITY GLASS. SIZrQ AS NOTED OR FIXED AS NOTED. J A- 2442CC3 0 � B- 2430CC Protect I C C- 2048CC3 WI wl D- 1254CC • 2x12 �,9,c�o� _ _ - , �EcoI�0 FLF4 0L. 119"-1' E- 2421CC3 (SPECIAL) • �I F- 2430CC3 — - - - -— — — — G- 2448CC/4248CC/2448CC '0 co H- 2042CC2 V Z L- ' 0 0 17 Z- _ K- 2048CC2 U LU w w2 - W2M L- 2460CC O � Ll F�o EI, I oel M- 1648CC , fn +r 1194 aK N- 2448CC C IzS X17 - 0- 4820CA AWNING C U P- 2421CC2 (SPEC:AL) W Q- 2430CC2 p 0) E Cz co W z w I I I I ■� CV Cz ! O o J 12.IPEC2 m I I NOf�Ti-I• � l.�V��'lol�l c y¢II � , LOO r I114 ¢li O I 4u lot 12 {2.I ALL DRAWN AND Copyright EN � WRITTEN INFORMATION HEREIN W OTHERWISE USED WITHOUT THE WRITTEN CON SHALL NOT BE DUPLICATED DISCLOSED OR SENT OF DAVID C. FORMAN � I G6 it Issue Record • � I � � I W1 1 �z1 i O purpose date I � i 2x12 D� GIB HW Woo GH24 - E P FIXGV � Cpl ASFi C59A Ix(v"f�C� G� G i \ W2 ` 2 Sheet Title ® / 21 \ / W I _ Tmo-'l,�IU. ra. 3lo"A _ Wl=rH e�F,�. PI.Z�/f�1'IC.�J�7 2x to 2x 14 Fz5 CePaR „ �NI.0-�s / I F•zx� - - -' 4A10 F-5 , Date L Co, I�IP�°I pKET piM tr E P GllfA��I'�Wal - - zxz I..�/F�TVJO Ea,. bq'ol' Drawn li LIVING RG�M EL 14P�•oll 2 U 3 Checked 2x 12 l�G�q,�F� 2a�12 ��c�b�,s� cr -� � '� ), —lam W3 %a" Rs.c,�n� bl r � Lw — -- -- - o -` L,� _ W oo 1 � � 1 J LSVEL DIE EL 100'-0 091 1E DATUM g¢3 ' 1 I I I (p'iGfl'dNE Protect No . 1 � it II •� i I 1 I I I I � �A�T � ��VATIO N Sheet No Y4 A6 Fibril e fill an, Architecture Consulting 8652 Iris Street Arvada, Colorado 303-422-8344 80005 12 _ WZ i I • ' w� i Project _0 �I"{-II�D LEVEL. W _ � Ix4 ('fYP) EL I18�1'� Iq O _ ;LU I - 1 / z L Ica o L o Q K O _ o - \ w 2x8 R�C�A/�R z �x4 Q A w v W3 LU z 3 �G O 41 1�711 Cq ICU \ LLI m BUT H f L_EN/A%T00 Q o Y�Ilz �•I IZ g►- I; 5 Copyright 1989 ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN _. SHALL NOT BE DUPLICATED DISCLOSED OR Y I I S O DAVID C OENT ISF WITHOUT FR'MAN CON- 1 1 4 Issue Record H purpose dale R .7ISAP S�Ig bPt WI I W1 A W 2u 12 R� Cr-,PA47- 0000000 2xC W a / i� 2xi2 W2 WZ LEI G� Ile U N� ofJN l�p�ivlJ 1,J2 h1 Sheet Title ,= 2x R.W.LW5;�E—�- u Ir Date 1A4VFr4 V r I I q LFVB L EL las to a°I PAT10 PAV5K< 8 GaI.IG ►' 2,c 2 Drawn F Checked I I , f Project No I S�ZOI � s, Sheet No /¢11= I'-o A-T ' STRUCTURAL GENERAL NOTGS 2x& 5TU00 /&a O.C. Wl 1. DESIGN LIVE LOADS: Z- oe g NPIL- TYO• ROOF 80 PSF t FLOOR 40 PSF i DECK 80 PSF Architecture Consulting i WIND 45 PSF , '►l\`( 8652 Iris Street Arvada, Colorado � It 1 N 2. FOUNDATION DESIGN IS IN ACCORDANCE WITH, _RECOMMENDATIONS OF SOIL 303-422-8344 80005, ' _ 2l L I I�Lt! - - le,-° /L Tc_-_S1rE-fit REPORT ND: 4 452 87 PREPARED BY CHEN & ASSOC., DATED: DEC. 21, 1987 ZxG_7rCEATEt7 Fl/ �Zrd'k�s. 3. ALLOWABLE DESIGN PRESSURE: � $Pa oG.-7YP. MAXIMUM ALLOWABLE SOIL BEARING 2500 PSF SroME �E�'L- SEE Rte. 4. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL BELOW A MOST Wj CAI. k4ALL 77E5� I(e{t0•G, o c 2*5 Co,JT T86• 7YF% DEPTH OF 4'-O" , �_7 5. A QUALIFIED SOILS ENGINEER SHALL INSPECT THE EXCAVATIONS AND VERIFY THE BEARING MATERIAL PRIOR TO POURING ANY CONCRETE. . • _ _=4L�r1 *5 V02T. 24'IO.G.=•F W7F -HT. ALL LOOSE AND WET SOIL SHALL BE REMOVED FROM UNDER SPREAD FOOTINGS J r e, AL.LS OVE2, PRIOR TO PLACING CONCRETE. 't4x4x3b cD1-17'. W/l/Li0k Z/ - - 7. FOOTINGS SHALL BE CENTERED ON THE CENTERLINES OF GRADE BEAMS, j ?C44-D -QCP, ismr&4g1Q-c - N1Asnc_ WALLS, OR COLUMNS UNLESS OTHERWISE SHOWN. CHAT or- E4:UA-L IZdST rAlt;F S. PROVIDE PERIMETER FOUNDATION DRAINAGE SYS7'EM'AS RECOMMENDED BY THE ------ -- - _ �j SOILS ENGINEER. 4t'G4LI W/ G,A LV, WILL. _7%Zll� � x �3. ALL CONCRETE SHALL DEVELOP 3,000, PSI COMPRESSIVE STRENGTH IN 28 - , ¢.q TEES rCo0 -E,r.F DAYS. CEMENT SHALL BE TYPE I UNLESS OTHERWISE RECOMMENDED BY S`DILS � �M Sm ARGf. Fob 1-114004 5lZE Qs ENGINEER. I - _411 g11 5 10. ALL REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40. f,PCA'7oat - PXOV10✓E Z 11. PROVIDE.2'-0=`' X 2'-0" CORNER BARS AT ALL CORNERS AND INTERSECTIONS I r DAMP PRA l3ASE►dF�•tT'_ o 0 V6 AJO z*5 rut L NT OR BEND PRINCIPAL BARS, FOR CONTINUITY. ; FA.SIOV_ of Of'WCa• L / CA.FArc*) 12. PLACEMENT AND PROTECTION OF ALL REINFORCING BARS TO MEET YHE FAMILY 1�c2�-'! I� Nl� rrJGUJr�EO- IM l _ 5EE Fi1y.1 Fd2 A,0pfJL. galt4Fo � T REQUIREMENTS SET FORTH IN AN 318 AND TO DETAILING MANUAL. d p, R)TUP-E rekwUL.Y ,e00M pl.Y�ITtcn1 la. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT Y I=L�TUr2E At7D!•TIO1.G POSITIONS SHOWN OF PLANS. . /�2"t:XP JT• 7YP 14. WIRE MESH REINFORCEMENT SHALL CONFORM TO ASTM A 185. LAP ONE EUL.L. � GILfO - MESH AT SIDE AND END LAPS AND WIRE TOGETHER. PLACE AT MID-SLAB DEPTH. FOVWy �� 7"'p E f-70 R E� 10 TF= SEE PLM1 �"� ` 15. PLACE 2 - #5 (1 EACH FACE) WITH 2'-0" PROJECTION AROUND ALL Project . ( OPENINGS IN CONCRETE. ; / 11 - T y- r► 16. PROVIDE SLIP JOINTS FOR ALL NON-BEARING PARTITIONS RESTING ON 7-1�' _ - �' _ �} CoI.K. StAb St:E R�n1 SLABS WHICH ALLOW A MINIMUM OF 1 1/2 ` INCHES OF FREE VERTICAL � OWLS e- 24Mo.G - 7YP. MOVEMENT.' _ 17. PROVIDE ALL BRACING NECESSARY )-0 SUPPORT WALLS AND PREVENT THEIR - h I G BUCKLING DURING FILLING AND COMPACTING OPERATIONS. ' SEE SaLS /2EPb�T 18. ALL BACKFILL TO BE SLOPED ONE (1) FOOT IN THE FIRST TEN "(10) FEET TO DRAIN , AWAY FROM FOUNDATION WALLS. COMPACT BACKFILL AS ' RECOMMENDED BY THE SOILS ENGINEER. f `v r --A - -__`-- 19. SLABS ON NDGRADE THE BE ENGINEER. STRUCTURAL COMPACTED FILL AS TIP VsEI�NIT WA�t_ �' O 20. POUR SLABS IN A CHECKERBOARD PATTERN WITH A MAXIMUM AREA OF LU APPROXIMATELY 400 SF UNLESS 1 DEEP CONTROL JOINTS ARE PROVIDED. G ,1 11 / U _ 1 I1_- _ tl t l��__ _ I ,! 11_ 21. SEE ARCHITECTURAL DRAWINGS FOR TOP AND BOTTOM OF WALL ELEVATIONS: ; - /0 5�y-- - - -�- DEPRESSIONS, BRICK LEDGE LOCATIONS, AND FINISH GRADES. Z �•+� = �-!'057`- urb N 22. STRUCTURAL STEEL. SHALL CONFORM TO ASTM A 36, EXCEPT PIPE • COLUMNS SHALL BE ASTM A 53. Z' - - x� 1/F.-IC=- - 5cE 2xG Si cJD dt IGt�o c, {J/ 23. GROUT ALL BASE PLATES WITH NON-SHRINKING GROUT. O _ ht.fkT. 24. FRAMING' LUMBER SHALL BE STRESS-GRADED DOUG FIR/LARCH'AS FOLLOWS: Z. _J i 7YP, fpsn•fT. WALL, I 1/i1, CAI- r-;Ly1.JVw0 -7Y1-. LL r ' 1 -7-c�S6- � JOISTS AND RAFTERS.. ''NO. 1" V l 46"O.G. MAX. STUDS ANDXBEAMS............ ,STUD w • w �J 4rj- Gown- STUDS (2 X 6)... ........ ..."NO. 211 Z 25. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UNIFORM � O >1 42-o � TL �_ �' �� �It; Z 15 G 0EPr4ESS BUILDING GDDE SCHEDULE. G -O i _ - �- _ - __ + 26. STRUCTURAL GLUED 'LAMINATED LUMBER SHALL BE FABRICATED IN , CO lilt rC 7C 38-0� ° ¢q M,� , SELr TyO, GORDANCE WITH WESTERN WOOD PRODUCTS ASSOCIATION AND THE AMERICAN i.. \ _ �,_ -�-_-• N Ce I I fVSTITUTE OF TIMBER CONSTRUCTION STANDARDS. ALLOWABLk� BENDING 0 d _ .T� W-1 t5+-t'Pkr. LL 1 I I _ TF �1'-G , 13 o+�Br�iEN'r WA �PLC� � tt c„ � �s � 24"o-c, - '1�1� STRESS SHALL HE 2200 PSI. Im 27. MICRO-LAM BEAMS SHALL BE AS MANUFACTURED BY TRUS JOIST CORP. t� Q Jo x- 5x2v�"G - , (� 28. VERIFY ALL DIMENSIONS WITH {ARCHITECTURAL DRAWINGS 'AND EXISTING _ r Aq EL. 35-& FZ�Z �� �' . . CONSTRUCTION. - w^ V V N W) F=AE-FD14, GuT ® I 29. CONTRACTOR SHALL REQUEST THE ENGINEER TO INSPECT FOUNDATION 4� Ll FG' �' � • - I REINFORCING TO OBTAIN HIS AUTHORIZATION TO PROCEED WITH, CONCRETE W K _ V ?j0-D �-=- -, -. -, Q POUR. CONTRACTOR SHALL NOTIFY ENGINEER 24 HOURS PRIOR TO SCHEDULED �n _�7Tt.1D Foo7`IhIGIS To P0EG�LLATC lam, POUR. ' � s Q r r IQ/rtE?E� f7 ►r`1- 5vrL5 c P�✓roE 5772uCRJ ►L Fl LL - co 4V Q Z±oll .y i( lee: SOILS grtlop•T EGA !:r~a Sa1(,S 2�FFaaRT I W t Ta 1 - Z • w f Icy'' F 12AME a•1. GaJ�lEGTloh{ x I 1 - 0 - / ¢1•¢xr _L-�. 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ALL I YL N �; ti� BEAMS'AND POSTS SHALL BE POSITIVELY CONNECTED BY 'SIMPSON' i e ,� ri' ! WOI7HEFi2o5 ANCHORS SRS AND TRUSSES SHALL BE TIED AT BEARINGS K lei j 7 � I ALA. EXTERIOR WAL4S SHALL BE BRACED WITH 1/2" C-D PLYWOOD CopYrlg�fi1989 ALl DRNGHE'!ND ' g-2x IZ `•(� x ! SHEATHING OR OTHER APPROVED MEANS IN ACCORDANCE WITH CODE SHALL WRITTEN DUPLICATED,ED,DISCLOSED EROR SHALL NOT BE DUPLICATED,QISCCOSED QR - �� REQUIREMENTS. OTHERWISF USED WITHOUT THE WRITTEN CON, r - _ x� SENT OF ,DAVID ,C. FQRIIAAN ' =' I 2-2xro 2-2xio \n. ,,Issue Record purpose - .date__" Sheet Title ' P-OPI= A eAA'l1JG Date •Drawn 960F_ A�MW C7 AAA1 Checked db7E: FLA4 /S 1407- To S(-'AL.�. r '' t{lltttt • 1 °�°.•o��,p0 R f�jsT•.,� 41;F� C O ;s 22991 �wE Project No.' ' Sheet No. IS , k r I I i I HEW WINWW WELL-AAFA 0001!=r 6fApE� AWAY ' • �►t;W C�r�� SHOLILI� �E �•W r-IonlFiEl7 To Gf��AT157 ✓� : ::..:..: PP Al NA415 AWAY P7I M `° NEW Wi H XWiry IVw I� . vF,�IF-( 5L NEW E.�GEPT F01JtJ�'N SL,A� STEM Oro 1K16 . j NEW LTILITY AopMoH T r � GI�TRY/�fE� I ' ; r — �I -` - I FZE: :5;5;7 L,.6,�P55C-A E J P�PI-I�•l�T ' i�Rt�l�WAS Town of Vall Commnnq DevNooment plan Build Nulth F" r approved ❑ c ❑ ❑ I Denied ❑ 9 P Validity of Permit F Sr,, 303 (c) 13 U.8 C, cr grcrtinp of 3 permit or aporml of plsni mo suil rot fie construed to be a persoll for, or an LET 1 " _ 0. ary vsrlation of any of lire asjcsrisianx of 114 code Ll rij ^user ordinaroee of the jurisdication. Vim imuanca of AI'IO�► . ,,_ "Oft tub upon plans, specifications and dtber data ihli' pr.-vent the building official from thereafter roquIM09 W L l DN� �I(Ica� ELI f�f>i V I�i�1N F�L�I�G N 0• ;• c�- scion of errors; in said plan,, speciflolierm #W Iffti' TOWN OF V,\I L, EAG LZ COlJ i�T'f COLD` ^ 'U ATE -3 ) 3 1 ' I I � � P ISSUED FOR CONSTRUCTION OF' I t � FAMILY ' R OM ' AND' ' U v • AM NT �• ADDITIONS ' ONLY • • • �� APPROVED BY THE ����' �✓�.�, sox TOWN OF VAIL DESIGN REVIEW BOARD DATE: K >O Torn of Vail FzF,F TO LAN r7-:�,C ►PE PI.AH �5Y; I-AH D �L.l.l✓ON AND 5L.IFVEY f TOFO 13'f' eN6L.� /A�-�-�7 ENG" rr i' L. v p 1 V 13 71 (,� Architecture Consulting �W10now WELD Z- 1/,NIN'(a r 8652 Iris Street Arvada, Colorado 1� NE� 303-422-8344 80005 N EW 66 -51515 wPo, UITINTo F�1JNc>'N� �- 13UII.T IN 13EiJcH ; 2x 5EE EI•EV, 2A7 — — i lI — —s*— — —f { . SUPPT6 e GI.EATS W/ 314" f'LYWD. TOP -Pf AWEIZS TO 13a U11.T44 LATEfi 1 f 1 EGHAH ICAL, ) ' El.EGTf�I�AL ,DF�✓IGN � I LIGTA -PANCZ-PAN W/ �- FrnUNPIN I-FDG� %1 —, FUIZfzEP WALK TO ENGASE FooTl N G G FLG 5EE t7f t-, IA2 WCeE 4CW X9TF71,GT0fz IN -AP5G,16N/WIL P ,--r Az+AwoEt eNr w/ rt-E _ OW N EK• A7 DIN V Ot+Tt> ax IGT'G r�'t'r✓ Of=16• DE51G1I L EXP�1J�Ioe►t. 9F%- E, SED AcAi4p 1,1'6 IN ad >:IN I SH- CARPET o� PAD 1.CX�. A5 SHOWN CONK ECT A I-�,TD t'-0" W ' G 4 INSU�,r/2G�/PAINT SWITCH @ GAR• MATCH e*!5T � Project O�NN� TO 5F>.FCT , LEVEL, t 27" , NSW 1'-0"D HDWD VENEEfz CHEWING @ 1'--0" OG. STAF-T ' INI f�MEpIA-f� r-�11I�TS®�bWhJ ) LU 'It eV(le {:-AN G W/6CWD WID 4 NEW _- - vewy W/avNl� - r� � C O Z ' pRO�I l n� PE�f M ETE�- ll� yI Z0 OF T,u, I woa.�-� �, 5Y5TEr1 S I M,TO EXt�T, I ?v AevvE — — le;x i 5Tl CONC " FP,5 0 nL r wt�. Z _0 '! IOrr ® 1 r E� WAU,6. 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Q f - --' EX15T f�EMCN E MATc}I Exlcl" — - - GOP FLOORS W GJ Ei 6 - 1 1/2" WOOD FURRING W/ 1 1/2" RIGID INSUL. F1 - 4" SMOOTH STEEL TROWELED SEALED CONCRETE & 1/2"FOIL BACK G.B. ON W5. I �r I Io []I I 201 - I _� _ ♦ , SLAB W/6X6 10/10 W.W.F. ON 4" GRAVEL (SLOPED i, 2�Orr I I U TO DRAIN AS SHOWN) . W7 - 1 1/2 WOOD FURRING FOUNDATION FOIL BACKG.B. �� 12 `� I ON W5. ON TOP OF FOUNDATION WALL - 611 �� - I 1 -, ❑ E�I:I��M 2 = STUDS TO BE FURRED OUT TO TIME OUT W11 112 p F2 - 4" CONCRETE SLAB RECESSED AS INDICATED FOR FURRING FROM BELOW (FILL CAVITY W/ INSUL. y I - STONE 'OR SLEEPERS (FOR WOOD FLOOR). 2 (�I I r � 2�3 -9 (APPROX. 9 -� bINIIJC� ISM - -- - - -- -- KI-fGHt;�I _ C 2-I C0 w F3 - 3/4 T & G PLYWOOD GLUED & SCREWED TO 2X4 - X91 _ _ _ - - Z WOOD SLEEPERS FLAT ON NEOPRENE PADS SECURED W8 - 1/2"GYP BD. ON W1. TAPED, 3 COAT FINISH 3 4�, I, L, �_ �_ �,� 1- Nq •, W/SKIP TROWEL TEXTURE - TYPICAL THROUGHOUT. �-- — FF I ® 1- Go - ' tp' m p�1 O TO CONCRETE. Cz „ W9 - 112" GYP BD BOTH SIDES ON 3 1/2" WOOD - v- - M ft- -� 27 '� CV F4 - 3/4 T & G PLYWOOD GLUED SCREW SHANK NAILED --��-7�----- -_ ----_ ------ -- ❑ ' STUDS @ 16 O.C. W/ BLOCKING AS NEC. TO 2X JOIST FRAMING (WITH 3 112" BATT INSUL. • �� r i - - Gl���T Y / @ CRAWL SPACE) (6" BATT INSUL. ABOVE GARAGE FOR EXPOSEDREXTERIOROUNDED CORNERS T °sue 2R @�'' ,}- �I f' I � �� PANS - MG? U `'�-- & MECHANICAL) IT O I - UP 25 , l,Ilt, O " INSUL @BATHROOMS) II N HiZF% _ __I N(�Ii•1 1- i.l� ' ❑ I _, L - m O F5 - 5/8 PLYWOOD ON 2X FRAMING W/ INSUL. FOR _ _ _r 2� 1 1 .oB `� LU FLOOR SURFACE OF ATTIC SPACE. W10- 1/2 GYP BD. ON 2X6 WOOD STUD WALLS @ II n NI -��, �� % N ® .> _ 16" O.C. W 6" BATT INSUL. AS NOTED W/ 2 Io�2 2!�u Ali m `� cvre� - �� MIRE U1 l' —� ROUNDED CORNER PIECES AT ALL EXTERIOR �� � � � � I I' I F6 - CARPET (SELECTION BY OWNER) ON PAD ON F4 OR 3'� F3. CORNERS - TYPICAL THROUGHOUT. 3-IOV�w� I;Zr �'3' �r"2�' I = �►P � s O ��° 2'd� 911 I U 3'-O" -, W11- 5/8" FIRE RATED GYP BD. ON BOTH SIDES OF 2 FIfZEC'�j�C; II-Co 3 - �eRov I _ _ f F7 - 3/4 T & G PLYWOOD GLUED & SCREWED TO 2X 3 112" WOOD STUD WALLS FOR 1 HR. WALL �JP�ioR - a I SEAL IN- ASSEMBLY. - �E 40 �� �i - ® - �p ❑ n N \ b`I13 7pH -J i W12- 1/2" GYP BD. FINISHED INSIDE ONLY - OTHER 0 / ��I►.1E aFG�RMEf� VAvI,TI I .0 2 N �L `I F8 - 3/4 T & G PLYWOOD GLUED & SCREWED TO SIDE (ATTIC) TAPED ONLY. (CAVITY INSULATED). 0 2X FRAMING SEALED & READY FOR 3/4" - - — — — — — — 2-0 ' ��f�FAM� TowEa.� HARDWOOD FLOORING. (KITCHEN/DINING) „ — 2CEKAWtc W13 -1/2 MOISTURE RESISTANT GYP BD. ON VAPOR � „ BARRIER & STUDS, PREPARED FOR CERAMIC TILE UVIQO ROIOM I = �v6e� -� -Copynghtl989 ALL DRAWN AND F9 - 3/4 STONE IN 2 MORTAR BED IN CONCRETE FINISH TO BE SELECTED BY OWNER. 2!0 1 W13 5�mEg rw RECESS TO FLUSH OUT WITH ADJACENT FLOOR ' ` WRITTEN INFORMATIONAPPEARINOSED R / I � ' SHALL NOT BE DUPLICATED�.DISCLOSED OR MATERIAL (INSTALL 4" HARDWOOD TRANSITION CEILING/SOFFITS I / I f5A-rH 3 Mix I3et71�ooM 3 - - OTHERWISE USED WITHOUT THE WRITTEN CON STRIP AT OPENINGS BETWEEN MATERIAL) . - � SENT OF DAVID C FORMAN �� Issue Record C1 - 112" GYP BD. ON 2X FRAMING W/VAPOR BARRIER @ EXT, WALLS , VAPED - SANDED (3-COAT FINISH). SKIP TROWEL 2'P>' , plAli-r�f2 N _ purpose date W1 - 1X6 T & G "V" GROOVE CEDAR SIDING ROUGH TEXTURE. -� I I 22 pjlG eppE.�MI'r 4 <0� 1 SIDE OUT, RUN VERTICALLY & BLI14D NAIL W/ 21 T t2Eti/ISIa►J 5'Ig"8°I STAINLESS STEEL OR DOUBLE HOT DIP MAZE C2 - 1/2" WATER RESISTANT GYP BD. W/ VAPOR BARRIER �� - -- _ NAILS OR EQUAL ON 1/2" EXTERIOR PLYWOOD ON WOOD FRAMING. _ Q ADb1TloN5: q' '�t3 Pll'1'E� _o i I ON 2X6 FRAMING @ 16" O.C. W/ 6" (R 19) C3 - 5/8" FIRE RATED GYP BD. ON 2X FRAMING, - I 'N L1 BATT INSUL W/ VAPOR BARRIOR. INSULATED W/3/4" T & G PLYWOOD FOR 1 HR. _ W2 - STUCCO ON PREPARED SUBSTRATE ON 1/2"EXT. ASSEMBLY. AT MECHANICAL ROOM. _4 :�__ _ q'1 L, 7=1''III PLYWOOD SHEATHING��W/VAPOR BARRIOR ON 2X6 C4 - EXPOSED STRUCTURE. STUD FRAMING W/ 6 BATT INSUL. (R 19) & - '` - - u M 1/2" GYP BD. FINISHED. C5 - 1X6 T & G 'V' GROOVE CEDAR SIDING W/ CONT- x W3 - 4" STONE VENEER ON 8" R. I.P. CONCRETE UOUS 2 SOFFIT VENT BUILT IN BETWEEN BOARDS. II FOUNDATION WALL W/CONCRETE BLOCK SUPPORT 'I 22-0 Sheet Title, ' OR STEEL. ANGLE SUPPORT (CONTRACTOR OPTION). ROOF I �EI.O�JD (,EVEL. f�A�I W4 - 4" STONE VENEER ON 1/2" EXTERIOR PLYWOOD R1 - 24" #1 CEDAR SHAKE -SHINGLES W/5 1/2"MAX gtj ON 2X6 FRAMING W/ 6" BATT INSUL. (R. 19) & EXPOSURE, INTERWOVEN W/15# FELTS ON 30 # Date 1/2" GYP BOARD INTERIOR FINISH. FELT ON 5/8" EXTERIOR PLYWOOD ON 2X ��ft, G, I�11 FRAMING W/12 1/2" BATT. INSULATION. (R 38) Drawn pG� W5 - 8" P. I.P. CONCRETE FOUNDATION 14ALL SMOOTH R2 - COPPER FORMED METAL CHIMNEY CAP W/ HEMMED Checked FORM FINISH W/ WATERPROOFING AT ALL BELOW GRADE LOCATIONS. (1 112" FURRING & INSUL. EDGES, RIBBED & SECURED TO 2X FRAMING. GARAGE, OPTIONAL. - VERIFY WITH OWNER. ) ��`�Iv � L✓�v�l' ��`N I f41 � + ., .TOWN OF VA1 ' 1 S Ieet No I qJ A2-- Arid c roml an .. Architecture Consulting 8652 Iris Street Arvada, Colorado 303-422-8344 80005 i I -• I ��u,--rYP - -- I. \ III*rol1E Project Cz , 1 z L. • 0 O �x 15 , Wnd Yo ee I�Mcv Z z T �� � O OoNrc i 51qN6 e VFf;41FT LU FZ V - AF-�A LEFT FL-4k Hew�aI"fAL L K , tNDO. I N SA M (.pG 51 Ll NT WILL.GNAN66. z w ' O Cn2 2 2 �= I I, � I _Q \� • � ( �IT W/Da I Pr � I*4 �5 ! . V 0=1 bl M.NIW, W I� fZ�i LL Q 1.-- t - --- ---- bE�►•lpolJ DFOP G,�Ta `flCi a ' 01�IIJEaS-Nb e1'-0`OVp'9-Wp in 0) co UJ • /, i �E I,P.Ct10ti.1 �•� IW tz .�W,P M I�° �� °_ � -t Y2 t4' q Z 2'oil Cz O a- I 5a lea n � Y 2 f�DDF2 �.I�MIj DESI1. In1 IIJ DDlti1 H D�Ti°�i t, �° 3'-� 3h wA _ '- " � � 0 0 OO 0 / 2D Am A� J ii I ; n I II .� i� TPii = - 12v VR•COVE � tG _� UJ m Y2 d I �L I 2 'r C — — — — — - WI —I�- -6 J F- it we) -Aw - Ro p•o �rYr� - \ Copyright 1989 ALL DRAWN AND _ M� WRITTEN INFORMATION APPEARING HEREIN OTHERWIOT T DUPLICATED DISCLOSED USED WHOUTTHEWRIT ENECON i I IX& T+61 0:L? 3/y SENTOF DAVID C FORMAN Wn �It�IJI.D►,1 I FLYWd- 4k-T14 -; r- 3"j LIti►E of VAVVrp_p I I 'V Issue Record a-671/PVr*4 H I P u►JE OF UAVLTE� poi-MEF� / \ Ova purpose date j f2'Iq '''T C ► / .nG E51 P,* Pr-w�I IT 4 e INZuI. 1' � REV�91o►.I 5�9 P�1 ( - �3 1y211- I! U , Awl I 8�C°II , j7,ou 131_�u Sheet Title TH I f2D t evmL. FLPNJ Date�w Drawn . I PLAN I.I�R?H rX� � Checked tp, TOWN OF V 1 L® BY ---l S i Project No + Sheet No A3 _ I • - 0 harid c foman Architecture Consulting • 8652 Iris Street Arvada, Colorado 303-422-8344 80005 L I N E OF WALL, PLC W l GALV M TL, CC�� 4; _ — — TO Pf--AI N - MA�1"G-+ Gt7WN�� l7ETA I L N V EX! !a �uT 11 R1 Project tMATN M6-17 ' z Cz Zz ° :i O o I LL v / eVF.(zT WALL UP 1/EFT I O — — — • — — — — — — -r- — — — — 11 Cn m co � w o ' 0 ,� I , ' 2�Li:vi�L �lili �■ � I I I I co UJ Z I � I II I o Q N - SLIP �LA�-✓+t -y I I I I o UJ -1 II' II I C . I r _ I GHIMfJEY/FWD • r II I I I �I I I I - I I I I I ( 21Uu I II ii r I I I 3RD Copyright 1989 ALL DRAWN AND r WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED DISCLOSED OR IID I I I I I I OSENTOFISFDAV DAVID WITHOUT CON FORMAN Issue Record purpose date 1!:A b 0 t'F►R y IT I P-my fg ED 5'IG1.� I I 2 � �i ApplTloNS `t•S q3 � I I � II � I Sheet Title Date �plzl I G I I�� Drawn ' II i - DG L (R�; �UGT, FaR F�II►JC� Checked J •, t ■ r ® V E t APP TOWN OF VA1 i r BY _� - - DATE3)31) I 9 Project No Sheet No A4 f SYSTEMS NOTES l�a��d c fo�an FLOORS (Zt� Architecture Consulting F1 - 4" SMOOTH STEEL TROWELED SEALED CONCRETE ' i 8652 Ins Street Arvada, Colorado SLAB W/6X6 10/10 W.W.F. ON 4" GRAVEL (SLOPED 303-422-8344 80005 TO DRAIN AS SHOWN). - F2 - 4" CONCRETE SLAB RECESSED AS INDICATED FOR R1 STONE OR SLEEPERS (FOR WOOD FLOOR). I 7� ' F3 - 3/4" T & G PLYWOOD GLUED & SCREWED TO 2X4 Izi�} 4 �� r \� , • WOOD SLEEPERS FLAT ON NEOPRENE PADS SECURED / G1 U2 J �� -�• TO CONCRETE. � '-C�/a LV STI.-. G✓I�T t1?L, Cf�F' F4 - 3/4"T & G PLYWOOD GLUED & SCREW SHANK NAILED 2x 12�-Sc�DA� �7 - . I i FI✓U t CAF (com PA-rA 131E 5 �//' W/GA5 F L U F,I r1AT64 TO 2X JOIST FRAMING (WITH 3 112" BATT INSUL. , , G W-I Wlc7 W�] Y+llo lox �h a Tfzdhr &'- @ CRAWL SPACE) (6" BATT INSUL. ABOVE GARAGE & MECHANICAL) �TTr�M J I'0 - F5 - 5/8" PLYWOOD ON 2X FRAMING W/ INSUL. FOR I .p�< FLOOR SURFACE OF ATTIC SPACE. �ICLP � I• - ,L - _ _ -UP F6 - CARPET (SELECTION BY OWNER) ON PAD ON F4 OR �iNt ! HAnWD GAP 14`x6 F3. ;, W �tv C-,^,1, F7 - 3/4" T & G PLYWOOD GLUED & SCREWED TO 2X k ' y ✓TAI�' e?, ajr-B �f✓ z�GTR pF.f•IANT' Thu �� 2x �,�c,E1�R �- W8 SOLID Ro11GH ( Protect FRAMING SEAL PLYWOOD SURFACE 'BEFORE IN- Nall- WI/ YEN �� � ' FBI"X F HEWN TIM�i�(� �� STALLING CARPET & PAD. (BATHROOMS) �-1' O WA MAC[�P- �,M GI-05 �� CFA 2 ^' FCF-Pt ANIBF—MV ' �G 1 a W/V D PEG +� • FG•�F/v - - ---- � � �� I� 2x }Z.HEWN 'fW�l r3� FAhTNEt� �N�Rs W2 �� 4x 10 E Wq _ F8 - 3/4 T & G PLYWOOD GLUED & SCREWED TO I � 2X FRAMING SEALED & READY FOR 3/4 cN\rl I i,Dbvv _ HARDWOOD FLOORING. (KITCHEN/DINING) 6W 45fZCPiION, _ _ I �` "`'K'� ---- WCt:� � CANTILEVE(z STONE G 1 _ ti n MAMA -f n �t J I5T MANTl.6 i y F9 - 3/4 STONE IN 2 MORTAR BED IN CONCRETE G1 13�M 5/ax1P� r wq I m F4 _ � 015F- r, D ) 5Er7HT .n (Pco I UNeEfz F P. To PP�VENT t�bvEMENT 0 LU" / d O RECESS TO FLUSH OUT WITH ADJACENT FLOOR NSUI O MATERIAL "INSTALL 4 HARDWOOD TRANSITION ( STRIP AT OPENINGS BETWEEN MATERIAL). 2 I .: LG1 _ _ _ _ W5 Z L 4"5TON5 `n i � (� WALLS vENEEfz • ( I I �-ILI tN �•1� GZ -- O W1 - 1X6 T & G "V" GROOVE CEDAR SIDING ROUGH KI1 � N - WCOP fit I 1FAM. SIDE OUT, RUN VERTICALLY & BLIND NAIL W/ --- STAINLESS STEEL OR DOUBLE HOT DIP MAZE ! 1 4"H [7 LIVINCs t�Ck'�i'� F4 / \ -Y ti{a - -___ -_ - 1 r ilii Ir - , Z •• NAILS OR EQUAL ON 112 EXTERIOR PLYWOOD - - I _ �� �C wlNr�anr wE�.1 I TAN6 ON 2X6 FRAMING @ 16" `O.C. W/ 6" (R 19) - - PClrid e fiat an Architecture Consulting 8652 Iris Street Arvada, Colorado 303-422-8344 80005 W2 • , • 3 ' I A7 8 _ k WINDOW SCHEDULE 0 ALL WOOD CLAD PELLA CASEMENT OR AWNING TYPE W/ MUNTINS (AS SHOWN) OR PICTURE (AS SHOWN). ALL 5/8" INSULATED LOW EMISSIVITY GLASS. SIZ-C AS NOTED OR FIXED AS NOTED. A- 2442CC3 O I 8- 2430CC - Ix4 RS Project C- 2048CC3 2x12 1z,9 D- 1254CC E- 2421CC3 (SPECIAL) 4 �I I F- 2430CC3 G- 2448CC/4248CC;2448CC -T I I — — - - I I NEW CNv'GME�4T WIO (CIJTcOt ,-ro FIT) I`ELLA CLAP WrD;o C W12 H eAp& -1-00 t1ATC1-t JT�f S �,o. 3��'I 3-ii%2''+Tn►., H- 2042CC2 Z V 12 I.l 1 I P ' • ExI�r'C,. G�Apa✓?o aE euT PaNa# fVP4 wao 0 '5wal.E/SL0P5 AWAY EX15T. FnN• WALL 0 � 1 J- 1660CC/486OCC;166QCC z O A - I K- 2048CC2 LL U Ix4 Rte, ,• I I W 1 [J 2 W2 fDA� `� I L- 2460CC 1-94 1-4 t R ' F-0Z f 10- (O" ! Q 0 M 1648CC -N 1 110 N- 2448CC 0 0- 4820CA AWNING m � U P- 2421CC2 (SPECIAL) c Q- 2430CC2 - 0 0) E co -�-►Ex15r 16T LEVEp '- 3 it co LU �— z i Co1 1 �I.,�Tlot� � ���'i I �r �� Ppl� ,: N j 0 0 LLI m T • N III I II I 0 �I 311 l�I _N I 12 �t CO rl ht 1989 All DRAWN AND WFFI.Ap I ,}c It�� OPCNING 'jJ�L OVE1�G�1� � ' F�ov PE GALV.6HT 0TL LAP"11GNTI�T I„12 -`- PY J `I (f0GA)- 5eCaPLE Bhp iM y�� T. WRITTEN INFORMATION APPEARING DISCLO ED OR COVI:.� c Na WTI Hos4 I�EGIaAVEAe%,e �' 1 `I (X`I / OTHERWI�TUSED WTIHOUTDTHEDWRITTENECONR �F.p'� MOP IN PL C& W1WAT�- �� �W"� FDN, �°�l \ SENTOF DAVID C. FOITMAN RINC�,�51LIC;oNi; .-�\_---- -_- � - _ __ --. ,- - �; , / FiNI�-f�AIN O(�-�t•�L � ! � Gro Issue Record Purpose date cap I ell 609 Ile 40- ! -� 6MJ� 6At-V 0 5To- 2x2 c9d T iT 6AW MTL•, AT -- - - 1� L-l✓V .-rt t�E� �- L I I I ll _ ----- -- ------ -- ------ \ \ \ Woo CH F{�Otit"r 51DE SE.GU�f: - FIX-D G� GIPGI,�HAD 24 v ,v IKE IrI�L,ANT' e E P fI2VV)05 1 W-wT FOP- tom/Eti ENT. j \ W U-1 2 - Ixlyp? C� Sheet Title Cow w�N 2xm 2x 14 IZ5 \ PRAN 61 . 7 Date IH I 4x+ 4A10 (95 , ' pill�. Co, IaI Pa°i LEUEL-r EL LI Vgl�ol Drawn VING RODM EL 1082.0'1 3 _ Checked _ Ig'�ILV 2x 12 k�CWy6,f- 2.X IZ Kai ayw;L G� ��� I / �� r� )� W 3 %2" r�s.GsDf'� _ i G� \\ • a�. �o/ Pl-' WP,GjG�FIT >— m �, �" F A p rw� W4 W4� } Iyc 15T _-�' - -- - - - - v 3 LJi I I I I + 5 D x 12 965 CaPAF, L `� AT Ffk-Ot4T SIDE) T - 2 - - __._ DATE._3' / A'A® W4 J �LJ� _ + _ LSyc OIJE EL 1 0'-0' I —�— 1' -�--�— —I --�� - �-I Ioo�a''= �I?E pATVM p43o - C�PAPE (D.O VE � , I 1 — — — — — — — — I I � CPI,�OI.fE �- - — -- - J I I I I I I BPS ( I Project No � • 1 I Sheet No -r . � T L. V/��O � 14 = _ -- - UJ A 6 I x 'v - f , I Pll!id ep.* olgi an LQi"JIh��&C�� Architecture Consulting 8652 Iris Street Arvada, Colorado 303-422-8344 80005 • �7i 47 / A5 W2- ,FLUa CAP 1GA5 -MATCH FX15T oTI., FINISI4 ' n F-a 5TR L. W 2 1 PENPANT TN15S NoH-, T; �QCT; L -AaNlNG �15- - I O 112 FOI46H HEWN I, RI W/ I Project D� , J.,AG. ��-T5 - C'DV EfZED 12 W/ fI/�'' crvvEl, PLUC>s ;� }g' ` _ �✓3 -.I�AJILT'IN C'07 No v15113Lt FASTNEKS / ��t 2�a''DEEP, 3D1' W _ Gr X1 �'T MN16N t �1 g" f 7 O"TALL -MATCH EXIST - NAIL+y C �'� 1 ;' , -v bDWNS Pairs C�LJTTr, 4 oCiEc m I UIJI?�J W( 7{-III2[2 LEVEd. ,� ?f�IM FIN 15N-MATG+-i - --I I 1x4 R9 GED/AK '1'ZIM (-fYP) i q lv A. u' - - — T -1 • PMAN I.E C I C.5 EX15? nuTcN Cz T.V. CA VT W/ Top I �- - - � c� / � � Z L ---- I I II ,� r� - -- - -�- - \ - C3 _O �✓0I,ECT15p �Y JO t. OW N EIZ DaTAI V �I GID INSUI. W'Z - - - W2 - -- - M K � � 1_I O F, M M 'f� To A M VEIZIF'r S1Z15 urn �� l I1---c,AS---I -- �. �1 I i \ w2 LL V C I �� W2 UJ I T NTH -- --! 5 orl N - �_ kJ-�It E I G�, FAr1. Ft1 FI-0014- •V�I� 110=9 a _ - =a= {FELLA G WRY 24(08u5(Curl6. 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To c*wE �✓1 I f� � ,.�I �.�1 r�f �, ONE 6MOOTN 5y)fLFACI✓ fpF, DTI, i A2 �� N Cz ° O i�4��: 1'- o � I LLJ m - ® 1 ez2UT H fz L.E 6hizroICJ 0-J �- a IV E1'1c�vE EX15T WINL�W Iz) IZ �` (�EPAIh��f��P!-AGF SIbING z I— I �'`�� SI IN 5 Copyright 1989 ALL DRAWN AND �3 1 WRITTEN INFORMATION APPEARING HEREIN' SHALL NOT BE DUPLICATED DISCLOSED OR I i OTHERWI4F USED WITHOUT THE WRITTEN CON_ SENTOF DAVID C. FORMAN 143 Issue Record WI TT H V4 • ICI • purpose date F IN � I J�,i0 a#r�WAl-I' 4-�- -g9 0 /Ot4 u �i �✓IDIN �o InII i ADDITION* Q• 8•q3 • Irl l -MI F-2 LF-VEL. aL 11,1 - V ,��, ELF.V, _ PEI-LA GLD MO F�IXEp iIJtTF-fZ ❑ 2X 12 R� G1;12 - - - I Tr�nPAZ01 D Top � � G5 'W2 2xCo ; ` W EXIST FDN Sheet Title 9 War +eCLn F Nl LZVA' p �PP�c G WE LAJI ~ , 2x a,w,LtrD�-E / v Ir Date _ FAH,RM r-t.GPP- EL• , I I D;�" - I - - - - - I - - -�F�ION P L.t✓V�L EL lo'�l�O II I DPW L I i at SGf EXOT D[„G� Drawn 1 RU�1 I�WNSPoI!T I�)TO GAG I f • 1 _ Checked ,Y ANNA LL ENGL��� I I R I FOP- PFAIN 6Y5 EXIaT'CZ, I t2 9 C7G� 14 - - APPROVED 3 n � I , _ F-OU614 OPR6 Q01. 3 -5 /4 x 2-i l /2 • W �_ aRsE W/��rr — —— _p_ Arp FoR, TOI.. (+'/all) 5AWGUT c; NG • ' ;� I • ► ,I NAGD TI ►'��'�-� - - _-,�\ OWN OF VA I L Pic I6T I ST _ f S'( LE✓EL I f ' 22 102=3" �v�►F'() I �-,— — -- --t � ) I ( 8Y .. _ 7 •--..---.DATC✓.�`��I.,=,n �- - - - - - - - - - I� I- - I— - - - - - - - -, ►- - — - - — — — —I� • • Project No Sheet No Lon -A7 I f ' 1 1 2YCo 5TUO,: Ii, W( STRUCTURAL GENERAL NOTES Aalvd C oolwmw �Ti1 EXL r�YtJ�o-?Y� 314-u 71,74 PLYW-0 1. DESIGN LIVE LOADS: o rjt.VCr B NPk.- TYP• ROOF 80 PSF °, Q��1 FLOOR 40 PSF DECK 80 PSF Architecture Consulting 42110 f1 WIND 45 PSF -SEE F/2�MIN/4 r�tn/ 8652 Iris Street Arvada, Colorado 2 __ /G�O'1 rj �'/L" TC - SEA R _ 2. FOUNDATION DESIGN IS IN ACCORDANCE WITH RECOMMENDATIONS OF SOIL 303-422-8344 80005 �-- - REPORT NO: 4 452 87 PREPARED BY CHEN & ASSOC., DATED: DEC. 21, 1987 ZkG T� TEO �/ �Z11�hRS• 3. ALLOWABLE DESIGN PRESSURE: ¢� CEAT-' k1 MAXIMUM ALLOWABLE SOIL BEARING 2500 PSF 5rorlE VE^IMZ- SEE Aii 4. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL BELOW A FROST I W/ C,ALV, 1,/rtLL 7-16 5 lCo"0 C-, z 5 Curl r T813- T(P, DEPTH OF 41-0" 5. A QUALIFIED SOILS ENGINEER SHALL INSPECT THE EXCAVATIONS AND•VERIFY II �� # „ THE BEARING MATERIAL PRIOR TO POURING ANY CONCRETE. =4 3 SOP VT. e 24 o c I.F• D v I'o2r OP17o1J 5 FJ2 : �I -_�I - � {,//a1.lS Ova 7t? +�T b. ALL LOOSE AND WET SDIL SHALL BE REMOVED FROM UNDER SPREAD FODTINGS � f ' L4x4x3e GO,l7: W/V2�4'J� 7' _ PRIOR TO PLACING CONCRETE. EkP,, (3oLTc48"a•c - NIASTIG 7. FOOTINGS SHALL BE CENTERED ON THE CEN`rERLINES OF GRADE BEAMS, TG¢Z -o TG 44-o GMAT �' �r3-��°-L KtIST �RGL-F WALLS, OR COLUMNS UNLESS OTHERWISE SHOWN. !_ B. PROVIDE PERIMETER FOUNDATION DRAINAGE SYSTEM AS RECOMMENDED BY THE k SOILS ENGINEER. 4-"C14L,4 l.,J/ C.ALV, WA" I � -tj211CL 9. ALL CONCRETE SHALL DEVELOP 3,000 PSI COMPRESSIVE STRENGTH IN 28 TF 34'9 Ties � /Co"O.G -E.bJ- 1I-'- DAYS. CEMENT SHALL BE TYPE I UNLESS OTHERWISE RECOMMENDED BY SOILS M SEE ARt:ff Fob cJi�-food SIZE ENGINEER. - 41Ih10V�1. gll 10. ALL REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40. LoU+no►-1 - PKo�I Z S 11. PROVIDE 2'-0" X 2'-0" CORNER BARS AT ALL CORNERS AND INTERSECTIONS DAMP PROS (�aASErLEn1T O C Tab A,10 2� rut Nr OR BEND PRINCIPAL BARS FOR CONTINUITY. NOTE= LJALLS 136LVW CaR�kOE EA.SIDE of o°-JA- L 1 EA F/4GC 12. PLACEMENT AND PROTECTION OF ALL REINFORCING BARS TO MEET THE FAMILY kcr,44 �01JNDA"rION IS �a I -_ 5EE I " rOZ At717N1L• 0EINP. e, REQUIREMENTS SET FORTH IN ACI 318 AND ACI DETAILING MANUAL. COM pI.E?F -�✓uPEfZSTf�UGTU�E•Ft11� � � FiJTUaE FANI LY ,east P�r-f iaJ 13. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT m POSITIONS SHOWN OF PLANS. �`t'( TG �-v `1-11 � Jr �P 14. WIRE MESH REINFORCEMENT SHALL CONFORM TO ASTM A 185. LAP ONE FULL MESH AT SIDE AND END LAPS AND WIRE TOGETHER. PLACE AT MID-=SLAB DEPTH. TF- SEE PLA4 • • - 15. PLACE 2 - #5 (1 EACH FACE) WITH 2'-O" PROJECTION AROUND ALL Project �4 OPENINGS IN CONCRETE. 11 16. PROVIDE SLIP JOINTS FOR ALL NON-BEARING PARTITIONS RESTING ON �1 CaJC. SLAB SEER SLABS WHICH ALLOW A MINIMUM OF 1 1/2 INCHES OF FREE VERTICAL FE21/�LET U2/�l�l- SE DW S G 2�IIO.0 - ?YG. MOVEMENT. E PUI itS-NL 17. PROVIDE ALL BRACING NECESSARY TO SUPPORT WALLS AND PREVENT THEIR 56C Solt-S I2EPb2T G BUCKLING DURING FILLING AND COMPACTING OPERATIONS. 18. ALL BACKFILL TO BE SLOPED ONE (1) FOOT IN THE FIRST TEN (10) FEET TO DRAIN AWAY FROM FOUNDATION WALLS. COMPACT BACKFILL AS -A RECOMMENDED BY THE SOILS ENGINEER. ` G to I 19. SLABS ON GRADE SHALL BE PLACED ON STRUCTURAL COMPACTED FILL AS TYP f3AsEM�NIT TLC RECOMMENDED BY THE SOILS ENGINEER. O 20. POUR SLABS IN A CHECKERBOARD PATTERN WITH A MAXIMUM AREA OF M APPROXIMATELY 400 SF UNLESS 1" DEEP CONTROL JOINTS ARE PROVIDED. O CIO to o 10!51/z1' �' ! u g11 - - - Pad 3d- _ _- ll-- &►15 � g 21. SEE ARCHITECTURAL DRAWINGS FOR TOP AND BOTTOM OF WALL ELEVATIONS, z �T DEPRESSIONS, BRICK LEDGE LOCATIONS, AND FINISH GRADES. L. FThj./ If x 1211 22. STRUCTURAL STEEL SHALL CONFORM TO ASTM A 36, EXCEPT PIPE COLUMNS O `/Xe) �.�-4,$$tl) SHALL BE ASTM A 53. z STo,lE VEr lEG>` - SEE 2„G 51U,p Q 1G1�o c, dlj 23. GROUT ALL BASE PLATES WITH NON-SHRINKING GROUT. O if.PKT. 24. FRAMING LUMBER SHALL BE STRESS-GRADED DOUG FIR/LARCH AS FOLLOWS: J it t/ I II 1 TF 3/-8 7YP, (3Sr-iT• GJfrLL I/211 LXT. �'L LJcoO - TY(' ♦ , I �0 Tc X56- �8� j' 7 Y V JOISTS AND RAFTERS. .. ... .."NO. 2" � �i U POSTS AND BEAMS. .... .. . . .. ."NO. 1" r�r35. e 45 ac. MaX. G 2� �ZEL �1 I rl _ . . ...... . . ... STUDS (2 X 4) .. . .. .... .... ."STUD" � % �► N 2#5 Gon1r $� - "1YP, STUDS (2 X 6) . "NO. 2" z 9'p _ TC42-o =I11' 25. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UNIFORM rJ 0 UJ 1 TG 42-0 �' all_, Z#rj c Ot:l-AC551rJr-15• EkT C) BUILDING CODE SCHEDULE. �r 26. STRUCTURAL GLUED LAMINATED LUMBER SHALL BE FABRICATED IN T60 � rc TG 3g-per ¢"G,M,LJ. - rjEE 7YP lt,� ACCORDANCE WITH WESTERN WOOD PRODUCTS ASSOCIATION AND THE AMERICAN �M, P (' INSTITUTE OF TIMBER CONSTRUCTION STANDARDS. ALLOWABLE BENDING rF 2p-£�o -TG 38 0r -TF Zci•-� J N r�K�r�LEtil? 1..lAL.L PLJ'J�� ?i S x J L5 B 29"O.G - 7A? STRESS SHALL BE 2200 PSI. 00 STEP 93/4_' N 27. MICRO=LAM BEAMS SHALL BE AS MANUFACTURED BY TRUS JOIST CORP. m O 28. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND EXISTING D � � a A.00 z#5x 2v�'r� � �N G U N Q M Aq _I:L�= �j3-6o to(L 0 ' ' CONSTRUCTION. V� _1 r �p I V) -FUTt/�E FDN CLJr p�D a 29. CONTRACTOR SHALL REQUEST THE ENGINEER TO INSPECT FOUNDATION m __ °jo-o S �I REINFORCING TO OBTAIN HIS AUTHORIZATION TO PROCEED WITH CONCRETE W St1✓I I " v M 1111»> POUR. CONTRACTOR SHALL NOTIFY ENGINEER 24 HOURS PRIOR TO SCHEDULED 3 l 11 / v f�cTEn/D Foo71�1G1S To AEC UAT C f3RGr, POUR. 0 0) l i 1-¢ ��'Il'tETE� ICJ - $OILS OlA /'�✓IDE 577ZtJG7L/QAL.FIL.L - TG 30-0 _ �i' EE PLOW , co co W ` Q - � Id RE : SoILS R�Pplzr (��= so1Ls 2ER�2T FRAME C,�M. ca^Ih(EGTIOI-t I ! I v f on Z STEl7 Z � C1r2A D E W/4 Ll- �' 'r I' Z O • I1.Ji 2-G¢x4x3�►. d-co _L-_- TF 8-n 2-3/4410,:t rS EA,LFla Grr 2L�u 1�I 2;G STUBS e IG oG. �4- s*'T$4 et _ .............. - -- f 4 ' 4A/L 1n -elc* 04 TF-2 8�Qa � -M , r/Z'1 Ex P, Jr.- TYR STo1 J E �LG - SGt:flQCl f r Y -b I 2 off 3 �'S7L. GoL. - SEC PLAN I TCo 0.C. A-4sgr T TS 37- 933 - L�7F 28-Co I- - gt�sE (b 1 y/' S°'0 -- - ��} 4 co►.tr I _comic. 0 _ I �}CoNT. T6b l so kTE 51 $ cor.. 0 �- �u� a,JCr{gz $oLrS - -- -- - - J 0 CSON Sol Frc,. ¢ 011 x /2rrTlfK. 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(39'oGSIN,) Issue Record TYP, e J57 PA;z^UF_L '7a I,..IALL- 8rf _ 1 II �-�; purpose date Tc 2 B-o I 1 /Z cI 2. TF 29-m� _ ��✓I.� lo��R (�Tlf� C EO C. TF25-4 - I _ --- - - + a - *svaeT, a�rl 21<12 1C� 0 \M4Ef,- ,P'UCA51-E 9' FTci. 3t8"`l'x all 7#,-. � � - �•� '- I �° � OUTSIDE FAGS I d w/4'i5 C-aa N Z�II FTcT• / 11 STL, /�rL- Set PLA►1 2-9 FrG• 2x/2 Rn? W/ /Z ��� C 1 F G'1•i2EkfE/]��i�Zl/�x, - l,.l( z x cv ?oP it 'GLt)Cq M !le n 11 'SI MFSo�✓ LuP 210 �Iq�JG �J8k Z/ Zx lZ JST- W/ x 7 7119:-P, 1506�.S'10 4?(/o•a ' 1L ,PANISET c z4'lo,t:. _ S � -", EX P. �v1-T 6' 24"o•G,; TAG.>8ie 7 di3 L EOGE4 M.tArl. 1 A$. I/7$ �Cal1 Frr4. _ z4-5 Goti1T. 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D 2 5 VE�r.G STEPS - -•# J ' 5 x ,2ro x 2-O GOKI.1f1L - I o✓e2 .211 - 7Y10 ToP of Foor1,JC� EL, nloTE!-1 TNt.I S: TF •• 0125 7.4/3 _ - _ " Tor,of Con/c eL �1_. = Tc• (J! _-Tye° 2 x 8 ,C�'I o.c. s -cor-rc. t t -:744 x 4 Op t/t'2T L. /S/MPSt�/1 NAr•/Gt 6e5 -�---- I _ Tol°oF STEEL EL, P/vT� : 75•• - _ -� 1Cv110.C, d I A� (oL40- SEC PIRA! 4x$-lit. �EYo1J� N 1�� -- - r' CVATlo&/S Aec, evre10 Ta S1 7T L;4TU1-G -SEE ARC#4. 30-0 - 1,►on �- 4"G M.a. -SEE 7YP. ts-zwn GJAu- _ -� 1NJICAi ES STEP IW FCID7-1 cj 81�I GPTlodAL t:0VST J7. --�-- 1 ' �' ► # P�za/ECr 2El�P� f �1¢W U>JO1sr Iii 50/L Project No. S VE,�'r; C �, (o,E�IE� 8 l2'l Naafi wo _ F'7-G. STEP -SEE PcA1'l ? Sheet No. Ir - TYP. .7T-E1t*-' !-e-V404T1oAI - 1/211= ��M I LY P-�M � • �J lurid e,folW a I W2 r Architecture Consulting 8652 Iris Street Arvada, Colorado j 303-422-8344 80005 ' I I r- ,9-2x 121 i J U I 5 PpN• AIM J01,6T pup pl is K1tl46 @4 1101C.-L C�NT►�1Uoc1� 2x T'�5 @ f!o"� ( (seE wN. anh �I C�NTI L10U5 J J 4'60x4 x 316116n-IT t NOTEr ., COW FDN, Tp W(vEf�IF'i'� J r gEt'iOV� EXISTING r 2x(0 f-tA*rE;9 ll.L 4, HIPI•A�. N x�t 51 * P 0E-/F At11NG/�VE/ fl OVE- TOP OF W?a-!. i1t�U-bl� - 2 x/2e-!& o-c. f�EIY E% W+I�+tEVE�C�t� ° . • f I N FLA," fa, h1:E DFTAI L i r Z l��aA WAG Ep � 6l�KLa` �11►� t� Vef4F " ?� /5/ ''�x z � r,V►2T• MI. Project • �_ ,. r�, Q t�7{-IEEb -1•D 5N IM •�� 1�•COx4 x ,a W � x • � � x 8,2" � , ' NoTt;- �� Fac15TING wALVV To Pv ENr_ !S� DaC# ING PI�IflI�To I t'�✓A►� �, 'u 0� FaCIST� PI-4+ot� do d , ,•y �� N - - --2-2.w 12. � F-r-1r VCr_--: cF waW- O I"t2F-N- C.PH6.TO FAH•(-M, " r / APP 1fNI2S FG'fia�G, PAt1 O r - V�W�'t� H�nf� iN PI.�GE � 'ZR� � t•+F,w GYENING -IF NOT , ZrPjr IG�' J • V O 9 ' r z r , T y�Li�j 1i-2 x 125 G -FOP OF `� or, � O _ $OLIN f$I.KG. e9E3110 G• NEW all 6,�STl.11n F� ep N N � -J J 1 N `" �G-2x �✓iTJOc✓ • LU El U 4j- C?- r - -2x8e- lCnMO.a J ------- -- - o , L i I I ° L .1.. > J d'L L 2x 5 GL6,. JST e, 2'Y1'o G I I I I N I 1 m O r " I I -' I LU L TYR J.�- co V — ---- — - _ L T, I .ZxlZ G16,"o-G- �� U-11. W 1 2x_/2 G lCo'�o G. 7YT? IJnI. O Q' L - - z-2x12 i I -2x12 I v I Cz r L --- 3-2-! \ to W Z i CV co -- - Lx 12 e.IG"O C, T17? LI til. J ' —- – � � i Anon-tt.. �sr. ,�nra�u sr. Y - 2x 12. - 2. -I - r -1 r -1 r r -I r I r -T r -i r -i -1 r 9 ° LLJ � a L J X� os r j I w 1 I I I i j TV L ' J1 I N - - 0 r o V J r --- -- - --- 1 — Ix d W JSr• c L r x v L J r \ IN+I �1 L 2x /2c IG o.c. 7YP. c1 titl x r N N �m L ' ' Ni J ZxIZ G lCo"o.c.- TYP, tl,,J Copyright 1989 ALL DRAWN AND N r• O i L _ 2_ IZ � N ; WRITTEN INFORMATION APPEARING HEREIN _l L_ - r r , r r r -1 -2x10 SHALL NOT BE DUPLICATED DISCLOSED OR L OTHERWISE USED WITHOUT THE WRITTEN COW L Q �j I SENT OF DAVID C. FORMAN ' L L - — d l _-1tg--Gi.r,. 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I SHEATHING OR OTHER APPROVED MEANS IN ACCORDANCE WITH CODE \ WRITTEN INFORMATION APPEARING HEREIN REQUIREMENTS. SHALL NOT BE DUPLICATED,DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CON- SENTOF DAVID C. FOFrMAN tJ ( ! X CT9� N 2-2 k I°�_ --- 2-2 x !off_ ryf J �} 2--2x 10 � _ __ — x N � Issue Record Y, — 4-2_x6, DULL Wp X 1� II 2 TT>;a 51 u. 1I + y . W/ 1/� � AI36 @ 4i3 401 purpose date Y. Q I1uEP Fat alsIsr 2-2xlZ v I 2-2x 12 CON T 611 GM U- GLUT ST�rIE --- 1-50we W/#5 vEfli-T 7 - i� G ?411 D G, — ST A. U ------ — COPE CN01 Sheet Title r-,A, Wr o WAI��14 TO fs r&?� OF-,NN 9zt!:;ir- Date 4 • Drawn 1 O • • • � ` •c e r " Checked NOTE: PLA" /S 1400 To 5 AI.- ('� 25 CONTGT-� �bRIt,V tr� Eft1' 011 1!Q.I' (o" INTO GEC 1ST r� f APP . ; Project No Tg�7 N OF VA I L • i Sheet No -,�,°�`� BY........__...�._-_-�--- • - -- ---------OAT p