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HomeMy WebLinkAboutVail Meadows Filing 1 Lot 8A.pdf 2612 OATES LANE ARLINGTON, TEXAS 76006 D� (817) 649- 1544 DON ILLINGWORTH AND ASSOC., INC. (8»1 649-� 545 FAX CONSULTING STRUCTURAL ENGINEERS July 24, 2006 Matthew Royer ICC Plans Examiner Colorado Inspection Agency ..7� RE: Structural Comments on sheet SS1 � for Building Permit # B06-0146 Q Addition to 5110 Grouse Ln (` 1 Vail, Colorado v Dear Mr. Royer: �` ` This letter is to clarify the following items which were addressed on design drawings for V the RE plan for the new addition : � • the hip/valleylridge connection can be carried using a Simpson Multiple Seat Connection (Simpson MSC 4 for 1 3/4" x 12" Members) nailed per Simpson . � � the pipe column centers under the supported beam . The actual dimension must be ^ field verified . v • the basic wind speed has been corrected to 90 mph . . �.� < . ,> . . .o' . , , �•.,, Very truly yours, ` � ` . ' �.� r�e���- '':r1059S .;}: '; �;.,; v<,.:}� : ��0� 5��, ,•.��NR��F ���` (: Don Illingworth, P.E. � " ' REVIEWE� BY President �"'''�,,;;;,;;;;;;,�. 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D z Z �n �� ' � �� ' I � � � � � Z Z ; D ',7 p � o � � � � � f� C T � i Z N V ' � °_'' D ° � � � � � � � � , � � /�� ` o � ' �\'\ S�' � 0- V o � , , m � � � SA� 9'�F D CLOUDMAN RESIDENCE REM DEL � oa � � 3 � � � � � - 0 ;, o �" � � o x � � � � � o � � W f 1� r' 5110 GROUSE LANE �' °' ° " ° �� "y • ��; ' VAIL COLORADO � • • �� �� ' � hitects , inc �s - � l � i� �r o�� ' .,� � V 2 � A2. 1 A2.1 . � � I '-6" I '-6" ovnzi��,ar E?,� I '-b " �� I TO MATGH EXI TIN6 / 1 � � GONSTRUGTION NOTES : � � . _ = I . ALL DIMENSIONS ARE TO FAGE OF 2xb OR 2x4 STUD FRAMIN6 OR � EDGE OF CANGRETE UNLE55 NOTED OTHERWISE. DIMENSIDNS TO GOLUMN GENTERLINES OR WINDOW GENTERLINES NOTED WITH . � 2. TYPIGAL INTERIOR WALL 15 5/8" TYPE 'X' GYP. BD. ON EAGH SIDE OF 2x4 OR 2x6 STUDS SPAGED PER STRUGTURAL. � ip � — - - - - - 3. ALL PARTITIONS GONSTRUGTED ON SLAB ON GRADE AND PLYWOOD � ' � INSTALLED IN DIREGT GONTAGT WITH SLAB ON GRADE ARE TO BE `r PL. HT. = b639 '_ 8" � TREATED AS REQUIRED BY THE BUILDING INSPEGTOR. I � `fl � I NEW DORMER � � 4. 1'(PIGAL EXTEF210R WALL IS 5/8" TYPE 'X' GYP. BD. ON VAPOR BARRIER � I I ON 2xb STUDS SPAGED PER STRUGIURAL, W/ R-IG BATT OR FULL ISONYNE " g; 12 y� b: 12 " � I INSULATION. SHEATHING PER STRUGTURAL, EXTERIOR FINISH VARIES. I ~ � u �_ I 5. 2x4 FURRIN6 �GONGRETE WALLS faBOVE SLAB, W/ I/2 " AIRSPAGE, TYP. _ � _ � b. DO NOT SGALE DRAWINGS. GONTAGT ARGHITEGT FOR ANY _ J _ _ � _ J _ _ � � I _ I_ _ _ _ _ _ — DIMENSIONS MISSING OR ILLEGIBLE. LT l. PROVIDE h�ATHERSTRIPPING PER MANUF. � ALL EXTERIOR DOORS. m � PL. HT. = b642 '-10" PROVIDE GONT. FLASHING � ALL EXTERIOR DOORS ADJAGENT TO EXTERIOR SLA85 OR DEGKS. � I I I r�iSHr��o �r�cN I 8. DISTANGE BETWEEN DOOR JAMBS d ADJAGENT WALLS ARE TYPIGALLY I I �ISrI� I 4" UNLE55 NOTED OTHERWISE. G. PROVIDE WLL BATT INSULATION IN FLOOR FRAMING BETI^�EN FIRST 3 SEGOND FLOOR AND IN ALL WALLS ADJAGENT TO GARAGE AND BATHROOMS. 10. Pf20VIDE EXTERIOR MATERIALS, TRIM AND WINDOWS TO MATGH EXISTING. I I B•O.RIDGE = 8645 '-8" I II . 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PAVE 3 -��' g ,o — (Exsn — — — � Issue date Q � oResuenni. oz.os.os 8626 '-4" � I �T I I v PERMIT 042].06 FEILD LOGATE T�� E� NTRY � � I 0 I GLOSET I ENTRY � � / I II 2D I I I O I I I � EDGE OF PAVERS 8625 '-b " q 2� 8625'-6 " / o I '-O" OUT FROM p POWDER RM 38'x98' I PO € RM I TRFF rJF21P I INF „� �„� I I `��� � II I I REV EWED Y � � 2 MAIN LEVEL PLAN UPPER LEVEL PLAN S�eP: num� I/4`= I '-0' 1 ; � � � _ � �� � ^ I/4'= I '-0' COLORACGINSPECTION A 1 ■ � pL,^,N N027t� A; E M1;f Y U . � 2 VJ NEW DORME � }+ U � � . _ ASPHALT � SFfINGLES U L � 319 NEW WINDOW II I II II II EXISTING GRADE BEDROOM LEVEL � � - - � � 8630'-8" � � � � � � � TdG SIDING LIVIN6 LEVEI� � � - - - - - � � � B62'1�-b�� � � i � � i i � / � � i � 137 main street, suite G004 � � � � TdG SIDING box 5055 �BEDROOM LEVEL edwards, colorado 81632 8620'-8" 970.926.2622 rkd@rkdarch.com J W � 0 3 PROPOSED WEST ELEVATION � I/4'= 1 '-0' � W O C) Q Z � W p � J � � � U W � J � j - - - - � - - - - - - - - - � ` Z � - - - - - - - - - - Q - - - - � � � — — — ���E � STORAGE � — — — — — r�w .nccess voort �rv GASEI�NT — �� q I EXISTIN6 STORAFE Q O INTERIOR SPAGE. � ALL TRIM TO T ALL TRIM TO � MATGH EXIST'6 Mf+TGH EXIST'G � Atm BRAGESITQ \ � � MATGH EXISTIN6\ ! EXISTIN6 O — — — � 5—I/H X 10' 6L. ��ROOM q ' 8636'-O" q J KITGHEN BEYO , I - � ��,��� - � 5-I/8 X 10" 61. wLL KITGHEN hRAP S7RUGT. CqL TO MATGH 5—I/8 X I ' 61. I \ R1LL I$16HT 3�-4�� I I \ 3�-4�• 4 q i q � '° EN r �pF COL ,�� Q ��P��yeyCN t�; y����/QO � LIVING LEVEL / LIVING LEVEL "� 9° 8671'-b " 862'i'-6" B-2 3 � I I � I I 1=1 I � � - I—_ i—I I I I I 1='� I i= =1 I i=1 I I Jjl i I H i f-1 � =1 I 1=I I I—I I ! I I I—I I - -1 I �I I I-1 I I-1 I 1=1 i �I ' =1 I �I I I� i 1=1 I 1- '=1 I1=1I �I I I ,I I I-_F �'� ENTRY _ I- I I-_ ��� - - - I 1=1 I i-1 I I � ENTRY _ - I � I =� - - - - - �'� ; , I I i=1 I I-1 I i—i , i- C' 8625 -0 � 8625'-0" _ - - - � Ep �,�' �-� I �� I � � �_ -' I �-� � �� � �-il ;I1 �- ~I_�� I �I II��I jobnumber 05090 ' I-1 I � N-1 I 1=1 I f� I I i I H I 1= -' I I I I I I I I J I � �i i I I� I 1=1 I HL�I 1=1 I 1=1 I I I I I—I I ,_ ' I i i�I I I I I I- �I I I I 1= -J I I� I I-1 I 1=i I I-1 , �` � li I I1=1 I != -1 I 1=1 I I I I I—I I i= I '�II I I i ''=1 I I '�i�- issue date I I—I I i— ' -i I I—I���. ' DR6 SUBMI. 02D6-O6 =T- I 1=1 I I=I 1IIIII III;�T:- =111 ! l-' 'I-1 — —� � -� I ;-1 I 1=' � � - '- REViEI'�' `tD BY 2 SECTION B h � i /� _ E C�!1C sneetnumoer SECTION A u VU I/4"= 1 '-0° � -- - CGLOPF"0 �"'�PECTION �� . � I/4•= 1 '-O' --� � � f-6" -- - �' OZ m 'i OD O ' , _ � i p +� I - -� � � NI � � 2X NAIIER �' W � f0 i 1� I ' SISTER 2x8 TO --► t � , - � }_ DBL 2x8 i0R - ' i -- � � - -,� - - - i --L - - Y - - ' - - - � ' ���� - (y� 'I O '�, O O ORYWALL NAILER I � � � � � - Q N NI N 0 ' � I � I � � �, ' ,I{ � '� �i '. i M t�71 l'� , J.: } , i � i '. . . Q � , I k '' � . � W6xt6 5 � ' x 15" Z pl � � �I �'� 1 8 • � - - - - - � - - I - - � Z 2z8 (2) 2x8 2xB 2■8 GLU-LAM ( 4 ) 3/ 8"(a z 3 "LAG/80LTS 1`� � � - - � ' � Ut fi � � 3 OCEW , � W � � , Z �, _ VERIFY HOLE PATTERN w/ �, 0 0 ' V , . . _.. . . . . , ) C� COL = � BEAM - � TOEFABRI�CATOION PRIOR � � � , � _._ __ � _. �_� :_ � _-.J�--.- - _- .. . . . . . � \ . ;. ,^. •.. . . . ,. � . ! _ 1/2"PL w/ -- - , c°.i � I � � INSIDE 2x9 EO 2:8 � 16'OC EQ - - 2x8 � i � (2) 5/8"BOLTS � w � x EXTENDS � LEDGER � / -- ~ y a � � LL � fROM TRIPLE '� • " � � �` -> F � N ' � EQ j 2 � v�i 2 (3) 2x8 - 4'. Q 2 1/ 1�� �-._ � w p � � � _ ' O � � 3 1/ 2 "STD PIPE COLUMN • i � - - - --'� — � 3/ �� ALL -,HREAD - - - ----� r - � < Z � (Ct COL = C� BEAM) - � . f w � i x3� � � o '� � � � _6_ — �; . �: _ - - -- , W6x16 � N < m ao A D ; 3" -,f 3" I I T�OP d BEOT OM ' �' v Z SlMPSON HANGER - � - � I I __ _ » . � i ♦ i '� - —'r� I - - - — THAI 2 BENT TO 1 1/2" 6� - - - 1 1 2' -- � B I W6x16 ' � i, _^__ 9 __ _ ALIGN NEW FACE OF - + FORCE BOT OF - - i � - , 2z8 FLUSH , � � m GYP BD w /E7(ISTG FACE r ' wiW6x16 2%g � i6"OC (2) ( 2 ) - 2x8 I � � , ' 2x6 NAILER - , �- 1 1�a"PLYWOOD SUBfL00R OF GYP BD r 2x x8 O 16'OC � I w BOTTOM GROOVE FOR NAILER — I ExISTG STUD PACK --� O l ' ° N . - - � , __ ; m , � ` u� " - 3 1/ 2"STD PIPE (2) 2�8 - - N Q 2x8 SISTERED � 2x8 0 16bC � / - Su1PSON HANGER THA29 I � i I � iYPICAL �` BENO TO FORCE 90T OF ._ � ]/ 1 "PLY WD -` (A � T = - - ' i ' � `- I o 2x8 FWSH M/ W6x16 SPACERS O t2`OC � I � � � SIMPSON --.� ' 1 . . . i I� � � _ I 1 / � "PL GUSSFT ( 3 x ' 1/ 4 ' ) � �'� ; •, . � Z W HANGER - � - 1 - � �/1 NS/FS LusC28 - z .` �C � ' � � - � - , . .. . �- - - � � � i � ' � � � �� Q � ` � � ��j� ��r ,� -� fi E . f i I� � . A � J / 8"BASE PL I Z HANGER Yt21 ( 2 ) 2x8 i � il , � ' I �� TOTCREATE 3 "WIDE ; �- � � 1 2r8 � 16�OC r W FROM ABOVE ,' HEADER � � , i � j � � 'Lx8 • 16°OC I � . � ._� _ . ., . � � POCKET FOR END (2 ) 2x8 -� � -- _ � � . � . _ I I I W6x1B OF HANGER � �- 4x4 COLUMN FOR STAIR SUPPORT - FLUSH SECTION A SECTION C SECTION D O U P A R T I A L P L A N i n� N E W U P P E R L E V E L F R A M I N G SCALE: 3'� = 1'-0" SCALE: 3 = ' ' -C S CAL E: 3' - 1'-0' � � SCALE � 1/ 4 " = 1'-0" - EPDXY TO FOUNDATION Z ; �- J c� I J ? 4�� - -- - - — J � Z ' O � Z � U r-o" � SECTION B � - - —- - - � - - - --- - - -- " " -- - - �ALL ROOF FRAM�NG SCALE: 3" = 1'-0'� - - T - - — - - -- 2z12 � 16"OC MAX � I � - - - - - - - - - i � r - - - - � - - � - - � - - - � _ - - - - - - -- - - - - - - - - -i ' /_ NOTE: NEW RIDGE & VALLEY - i i � , i E _ (1) 1 3/4" a 12" M.L. I - � ' � ' GENERAL WOOD � ' ' i ' � I � - - - �� 1 - � - - - - - - - - - i � . _ � _ -_ ; � � � - - - - - - - - - - 1. The confractor shall coordinate ihe founda}ion plan wiTh architectural drawings for 1. The quality and ihe dasign oi siructurol lumber , Micro =Lam timber and wood fasienings � _ i i I �8:12 8-1� � i �_ openinqs, drops, inseris, ond rolated items. Confractor sha�l also verify all dimensions shall conTorm to the slandard of national design speci (icotion for wood consiruction, W . . � —1 3/4"x12" MICRO-LAM and condifions in the field betore concrete is placed. latest adition. I ' o ' � � ' � 2 The� coniractor shall verNy, prior to co�siruction, fhat the new consiruction will not 2 Plywood ond oriented sirond board (O58) ahall meat the requirements of fhe lafest 8"12- � � li ' � �� , �i �i �'� 2x4 w/ (6) conilict wiih any exisfing utilifies. If confllcfs crise, the controcfor shali notify }he edition of U.S. product standard PS 1 or one of fhe American %ywood Associofion 's ' � � W � � 'I �i ! � i6d Nalls � architect and shall stop until an oppropriate solution 10 the conflicts is found. performance siondards. A Z Each End w l _ J I I , ; GLU-LAM 5 1�6 �� x /5` a' 3. Typico� detoils ond notes shall apply unless specifically shown or noled otherwise. 3. All members shall be so framed, anehored, tied and broced thaY ihey have the ' � t _ ' _ _ _ _ _ � � _ _ _ _ _ _ _ .� ' � i '� ' — � — — Construction details not fully shown or noied sholl be similor to delails shown for similar necessary sfreng}h ond rigidlty. , ` � ' I � � ' __ - i ; , v . . e 4 . Lumber shall be No. 2 Dr �ou las Fir or Lorch, raded b WesTern Wood Products v � ��- . UT GLU-LAM I conditions. Y 9 9 Y /1 '^ � i '�'F _ �,J � � � 4. Due fo fhe intricacias of construction, it is Impractical to specify or show every detail . Assoc. ►7 f+"� �i� � k BEAR ON 2�12 O �6"OC I i �I � dp�` I � ' WAIL BELOW � I If a cond�tlon is not sho�v�, a afmilar detail or ihe curreni rules of good construclion 5 . Prefabricoted wood memebers shall be "TJI-Pro 250 Joiei" or Micro Lam (M.L. ) or approved �'� � 1� � I ' � <� y� ' I - � , i I � pracfices ehall ba procfic�s shall be fol�owed. equals. Instaliafion shall be per fhe manufacturer's recommendationa. w � I ' II NT ' � [� � � II ' ' � ' I� 5. Site gradings and drainage around ihe foundation shall be mainfoined at all times 7� 6. Glued laminated fimber beams shall conform wl}h AITC 117 and be manufactured from specles � � °D I I I I I I � il i � ; � � rII ��\ � such a manner that eurface or ground water will no} collect under or odjacent fo Fhe and grades of lumber which wi�l produce design vaiues equal to or ezceeding the following when A RIDGE _ (1) 1 3/ 4"x12"M.L �• � '�' _ ��T 8 � � � sbb. �oaded perpendtculor to wide foeee of iominatfons and for dry condiTlons of uee: Fb= 2 ,400 PS�. M,,,,� F„� O ^� � : ' . Z ` � � : �� ' � � -2 x 4 T O P P L 6 . Th e d e si gn Iive load ot thfs pro�ecL Fc (pe�pendicular)=500 P51, Fv=755 PSI, E=1,800,000 PSI. ( 24F - 1.8E) '^ I m SIMPSON MSC 4 -' _ � ' \ �� � . , . . . 7 . Balanced Glulams (24F - V8/Df ) shall be used where specifically called oui on plans. Unbalanced ��1 � A ' � MUITI-SEAT CONNECTOR � Rooi dc Snow = 100 psf. beams ( 24F - 1.SE) moy be used otherwise. /\ FOR 1 3/4" z 12" MEMBERS . E A R I N G W A L L / M� � I GLU-L � � / ' BELOW 2:8 BIOCKING O EVERY SPACE , . Floor Load = 40 paf. 8. All floor and roof inembars must be eecurely braced both durfng erection and a tler permanen t -�-�� ' . .� .. :.. . � _ �. _ _ . ,. . � � � � _ _. . Wlnd Load = 90 MPH, Exposuro 8 (nsialloflon In a building and sholl be the rosponstbil(ty of the eoniractor. Glue tioo� deck cont�nuo�siy �'�/ 2 � h+.l AM 5 1/8 " x 15" - - - - �� �' + 1`�. � ��� EarThquake Zone 1 , at all �oinfs and olong TJI joisfs. � - — — ' — - — — ' __�^_ _j�_ — " — — " — — 2z6 BLOCKING � EVERY OTHER SPACE ! � � � �''���; _ 9. Provlde the amount of slud bearinq at headers and beams as follows: O � ?�!, ������A� ��i (uniess noted otherwlse on the plan) �J O �_ Spon Stud bearing �__! � I 1 �N / 1. Siructurol beam for fhis project, uMess noted otherwiae, shall meef 3 to 6 FT . 2 studs D � � � � ��,� � �V „� 4x NOTCH 2xS STUDS FOR GLU-LAIA� fhe requirementa of ASTM A36 with minimum yield slrength of 50 ksi. 6 to 10 FT . 3 studs - I �, O 10 FT , or more 4 studs � v ,� (� 2. AI� etrucTurol steei ifems shall conform to applicable requiremenfs of _ 2006 I r � ( � 2" 3�" 1'-6"- 10. Provide doubte 2x6 header for span ot 3 fi. or tess JUL 2 4 � \.� � � AISC "Speclflcotion for the design, fahricotio�, and eroctlon of ° ^ siructural aieel for buildings", lafest edition. double 2x8 headar for span ot 6 ft. or leas I _ _ __ _ � � ___ ___ �� double 2x10 header for span of 10 ft. or less 0 __ \ - - .' __ � w SECTION E 3. Connectlons, except as noted below, shall be bearing type, made wlfh doubie Zx � 2 heade- ` or soan ot '3 f • ,r ess T��JyN � � \`�� ' I_ �..� ` SCALE: 7' = 1'-0' A325 high- stnngih bol}s and io be fightened to the snug-tight �� i . �. xfe� �� o � wa;' = - : � :; � � 5 :, �. �nte , �� �,, � wc � -< . � � �. ' �� , � - . . . . .. r..� � _ . O 1 1 PARTIAL ROOf FRAMING PLAN �J NEw DORMER �o�r, �o� a5 deflned �� AISC ' Specificottons for sr���r��a� Join! s ■ � � Using ASTM A325 or A490 Boltn", latesf revision. \ u , � REVIEWED BY ��� SCALE: 1/d" = 1'-0" 4. All welding shall be done in accordancs with ihe AWS �. cae � �. : - � ^� ' ` 11 mendations, by cerfified welders. Welding elecfrodes s��. �'� ' be � � J''� >. a . . v 1� AUG — 8 2006 t� (itFl}1!llfl COLORADO INSPEGTION � ` " " �''" AGENCV ��1 , - ��'' Y = '\ _ '' ;`° �: ��VVYi ��` �� lE e ' � ^ � � � � �� � 1� �� 6 ' �':^s` ev �� " SHEET �. � v`-:;-;:..;��:� «;:�`,��';;'� � � � � � SS1 -.., . � , ��z...:,� -..;,::�, ,:«,.��� � ,ti r ' S -iEETS �� V � � • • 137 MAIN STREET SUITE G00 P. O. BOX 5055 EDWARDS, CO 81632 970. 928. 2622 rkd�r'kdarCh . eom 20 ' - 0 " RO WAY S 240 94? 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DEGK � �( 4 8624'-9 " `� T.O. DEGK BEL W Q � 86$— � 2 Q A2 .3 � \ _ � O rn - - - - � - - - - - - - - - J � - - - - - - - � C� O // \ NEW DOUBLE I I I I u�i GASEMENT - � _� INTERIOR 4NDSTOI�IE I I I � � =ARTH � — — � o I � � - � � _ — — — — I � I � ENTRY I I �., \ \ I � � Jso r�� �e�ow � Desk 6 — �M � qp q �� KITG+iEN BEYOND �_ � �6 I � 3'-4�I$" I NEW GOLUMNS HEAD H X O O ° \ DOWN TO _ _ _ STAMP OF RECORD�. � 6 \ I POUNDATION 2 '-b��� '-10 �� 3�_��— 4,_ �� 5 I � - - - - � � ttP. � � � � � � LIVING LEVEL / — I — I — ���_6 „ ENTRANGE I I I I I I��H� / � STEM WALLS I I / I/ " A. 8� ��� � I � � � r BEYOND _ I � � ENTiZY , I I I I I _ I <t 8625 '-0" � I I r — — — �� I I I � I ��F r I F� . � I I ' E A4.1 7� I I � �� I � � I �I I C- w000 / /�'- �' uP R i 5 ' 6 ' 4�-�� BOILER - �ssue oe,,e � II I FLUE � oRe suerni az.oe.oe -��� I —�i—I GLOSET / s e u ee, � ���i � — � I �� I 1—' (E7C 5TI ) 1� � � �� � / I I - � � I I �� � SEE STRUGIURAL FOR SLAB AND ENTRY �� `ri � � ��, � FOOTING REQ'S, PERIMETER � 8� „ � / I I 0 I I � DRAIN, ETG, TYP. �` POWDEfd' RM I o I I � �TM 2 PROPOSED SECTION (SECONDARY) S"EET ,� PROPOSED THIRD LEVEL PLAN (SECONDARY) I/4' = 1 '-0' I/4°= 1 '-0" A2 � 3 a�nn r�zn+ 22 '-O" 13'-l " GRAWLSPAGE � VENT, 12 "xl8" A4.1 � � GRAWLSPAGE VENT, 12 "xl8" O Q � GRAWL SPAGE � 137 MAIN STREET SUITE GOO P. O. BOX 5055 EDWARDS, CO 81632 970. 926. 2622 rkd Orkd areh . eom GRAWLSPAGE AGGE55 DOOR 30"x48" 2 A4. 1 - 4 O "1 -b b � � _� � � i �'-b" �� � � O � O� D GRAWL SPAGE � VENT AND AGGE55 - 24 xl8" REMOVEABLE - _ W � a,� � � � I 06�1 SG2U�RE �EET L I V I NC m W O � GRAWL PATIO / ♦ Q SPAGE 8599 '- " � O � � Q O = � � O � 104 - - Q J ` _ � � o ' -�ry � 2g'1� 3 �_p�� � SANDSET PA�lERS � ON GOMPAGTED BASE � � v � Z � -� a ' X GLA55 SHOWER � � DOOR AND -� ENGLOSURE I � � � I � O 10" EPS SLOGK ry GONG WALL, TYP. � � -� - �03 � � - J SLAB ON GRADE ABOVE - - � � U „ 5� �� 4 w A4.1 102 I — �J O 2 I - A4.1 � �� 3 I _i N A4. 1 I I I LINE OF DEGK ABOVE A4.1 - - - - � STAMP OF RECORD: EQUAL EQUAL EQUAL EQUAL TOP OF GONG b " ABOVE P,DJ 3'-I� " GRADE MAX, TYP. IS'-O" 12 '-2 " 5 '-5 " SEE STRUGTURAL 38'-8�" JOB # : 05090 ISSUE DATE ORB SUBMI. 02.06.06 7RUE HORTFI ,� EXISTING LOWER LEVEL PLAN ( PRIMARY) SHEE': I/4°= 1 '-0" �nn rao�zrH � �� ■ � 3b'-"I�� 22 '-O" 13'-l" 3'_O" 22 '-O" EQUAL EQUAL I N 2�3 A4.1 � LINE OP OVERHANG 1 ABOVE I — , � I � r - - - I � � I I I „ I � � I 214 � I I I � M � I _I 2� � J � � � � Q � W � � � � N L - - _ I W (V 137 MAIN STREET SUI7E GOO i � EDW RDS,xCO 81632 - _ J 970. 926. 2622 rkdOrkdarch. com ` LINEOF OVERHANG A80VE 4 �"' ' J � � � � A4.1 � 215 � T LAUNDRY GHUTE O - 5'-b " � � �i - — — - - O 6 EXTEND 10" FURRING TO UNDERSIDE OF " STAIR 211 � p � 1561 LIVING 657 S I c�Q F�Q�AN 210 � W FOR GRADIN6 - _ _ tA � AT PATIO v / N 2�6 � W O / H _ � �� I 2pq U Q nev. �( O M D / H O � \ 5 �� ��.� O 21l � / 208 0 � /V — LL 2 � I I 218 / A5.1� Q O u� R 8610'-O" / ° � \O�"6 PATIO �' ,� _ _ //� O \/ ♦ U �oq �-o,� �- - - = W WALK - 3'-O" D 206 b�5 m � Q � J v 219 Z�nev. � — 221 — — — — - � � , K _ � � 222 � � Q 860G '-b � ! �w Q WALK \ 205 . \ ry = \ bb� '-(?" cV O - DEGK � � U b � - 4 �5y � A4.1 M = - - I 6 I M � 2 'o \ � � 202 2� R4. 1 _ �N nev. � O SEE SITE PLAN 3 FOR GRADING 4.� � � � AT DRIVEWAY — I ' GOMB. AIR A4.1 � STAMP OF RECORD�. � I NTAKE �y � EQUAL EQUAL 5 '-5" 3'-O" ��R 25 �� BOILER LOGATION PLUE 2�-b " 10 '-O" 2 '-6" 12 '-2 " 10'-O" '_l" 35 '-�" JOB # : 05090 ISSUE DATE DRB SUBMI. 02.06.06 TRUE NoRTH ,� EXISTING GROUND LEVEL PLAN ( PRIMARY) SHEET �,4�= � �-0� � A2 . 2 w.N r�xTM 2 A4.1 � 65 '-I I �" 3'-O" 5'-O" 8'-O" 4'-O" 10'-O" 5'-II�" II '-6" IS'-b " 3'-O" � � 2 '-b" O i —� � � „ � i m �� m O � � 137 MAIN S7REET SUITE CAO P. O. BOX 5055 I � �i � � ED 970D 26C2G22 B32 10 EPS GONG. i rkd�kdarch. com 7 FORM SYSTEM 103 � O � v � SLAB ON GRADE p R 102 p a8�-3�,� _ _ — J ,�.� W . �. 0 � , . : 0 I 4 8 101 — � I i � I � � A4.1 A4.1 � 111 � W I � i � � BOILER � � FLUE W O i �i V� `t � Q .fl -�6' I _ A R� Z Q O � O 0 J � 0 ° �,�R � U LOGATI N W � � � � " o - 48 S LIVING � Z Q ry 76 S GARAGE Q � _ 2 �., - 0 A4.1 ry � O N ENTRY FOUNDATION WALLS � „ Q �p SEE STRUGTURAL 2'-b � �_2 �� b �_2 �� 10" O' O � V Oi � — J _ � C� � � m '�� 2 '-5��� RI VE � 615'-5" i � I �-IO�� Cj '_Q° I '_1° C{'_Q" I �-IO�� STAMPOFRECORD�. 3 '-O " I'I '-O" 10'-O" 5'-�" 23'-3�� 4'-I��� 3�_� �� 65 '-I I�" JOB # : 05090 ISSUE DATE DRB SUBMI. 02.06.06 TialE t+oRrH - ,� EXISTING GROUND LEVEL PLAN ( SECONDARY) � ��4�= � �-0� SHEET' R.ar+ woRn+ 2A2 . 2 26 '-b " 3'-O" 22 '-O" � �_6 �� EQUAL EQUAL � I � A4.1 306 � H - O � � �e ry -�' AS.I m, w . - - .� I . . 310 � 137 MAIN STREET SUI1E GOO� Q OO � P.O. BOX 5035 Y W Q EDWARDS, CO 81632 � �� 970. 926 . 2622 lJ(J'11 � rkd Orkd a rch. com O `/ 304 O M 31I � �� 312 nBv O , � � J - - W - , G 2 0 313 A4.1 � � - - - - - - - � I I - - � � - - - - - - - -� W L — — — — — — — J � � SZCI . I SQ. FT. MASTER SHAFT F LAUNDRY � 5aa .�l SQ.FT. EHU GHUTE TO 42° A.F.F., � INSTALL SFiELVES ABOVE I W O � U � � - - _ � - - - � Q m n � � � W � � , � O � � � OPEN TO BELOW, SEE � //� O I LOWER PLAN FOR INFO I N / (� � � W � � � J t � � � - L — _ — J Q �..��� i � - - - Z � � a25.�� � , ~ I � \�.,6�' U � � 314 \ s ebio�-o° � - - - - - - � � 6 RAA�GE � � w \ OPEN TO BELOW, SEE I 6�5° 315 \ LOWER PLAN FOR INFO LINE OF EXTERIOR \ WALL, SEE LOWER � I O I HR HOUR PLAN FOR INPO \ ! J � WALL ASSEMB. �� < \ � j 1 , \ � V \ � � U I \ UPIbR � � - � l.5 " EA � \ � � � 4 R�g ' , A4.1 � i — — — — — — — — — — — — — — J � r - - � L - - - _ - - _ - - _ _ J STAMPOFRECORD � w � A4. 1 N� 301 � � �, 5� 4.1 w I s 303 A4.1 �' ��.8„ C�� �i �^H � N? \��,� JOB # : 05090 ISSUE OATE 2c��=�� oae sueMi oz.os.os 6,,3° � �TM ,� EXISTING UPPER LEVEL PLAN ( PRIMARY) SHEE. �,4._ � �-0� � A2 . 3 �tnN r�zTM 65 '-I I �" 3'-O" I�'-O" 10'-0" 5 -� �� I I '-6" IS '-b " 3'-0" TOP OP FINISHED DEGK � WOOD H NDRAIL NOT TO EXGEED 60" ABOVE PIELD VERIFY EDGE O � 36" TH SIDES AD.IAGENT FIN. GRADE DEGK AWAY �ROM EXIS . T.O. DEGK TREES, TY . 86� � � T.O. DEGK � 4 8(��-��_0 �� 4 R 6 EA r 7'-8" - � " 2 " � O 223 � A4.1 219 �! — H O 222 i .9 - T.O. GONG M 137 MAIN S7REET SUITE COO• 218 � � P . O. BOX 5055 N �i R P!(�27�-0�� 21� m ED 970. 26C2G22632 — rkdOrkdarch. com n 1(i1 N i � �t � N tr � ' 216 0 � 2�5 J `� W 0 O � 214 � Q _ � �� 0 _ II � � -Iry � i r 213 - � � � � � A4.1 � 'd - I �t - A4.1 W O � ' _ � , BOILER � � � <t FLUE � 2 Q -6' T.O. PA T.O. PAVE -a' N � 8626 '- " 8626 '-4" - <t t , ' LL ' � W O � FEILD LOGATE - � EDGE OF f',4VER5 � � � — I '-O" OUT FRON1 0 TREE DRIt' LINE _ � , U -� W I w � o J _ � _ — T.O. PAVE -K°� '> •�� � " EQ. � EQ. � ,, � � 86 5 '-G " O4 ^ � � �� 212 N � � T.O. PAV� �. � �'� ,��� " - � � 8625'-6 " R f ?�`^ 20Fi� 209 -icv `LANDING ry � T.O. GAP PLANTER g � - 8625 '-O" � �� �� � ' p 862�'-O" 86� � � � .O. GAP � � TOP �P ' � 626'-O" O -�'fl T.O. GAP � n � 047 SG2 .FT. LIYINC 8626 �-0�� � � 2,2 � J SLOPE TOP GAP � PLANTER T.O. GAP LANDIN b621 '-O" � 8621 '-b " 8620'- II/I6" in e Q H ''e � �3 210 .O. GAP � � DIRFGT VENT T.O. GAP 211 FIREPLAGE W/ 621 '-b " bb21 '-6" '�'�' N GASINET STAMP OF RECORD SLOPE TOP GAP DRIVE 2 86IS '-4' A4.1 T.O. GAP EQUAL EQUAL 86Ib '-4" 3'-O" I1'-O" 10'-O" 5'-�" 23'-3 " 4'- I�" 3,_��� 65 '- I I �" JOB # : 05090 issue on.e oassuanni. oz.os.os ,� EXISTING UPPER LEVEL PLAN ( SECONDARY) SHEE. 14� - � ��°� 2 A2 . 3 � � 3'-O" A5.1 � A4.1 � � ��_______ ___ ____________ _- � � I PL HT = 8628'-4" I � � i i � — � � � � � � � � - - - � � f � I � I � � � � � I I � I � � I I � � I B.O.RIDGE = 8633'-O I/2" N I � I � � � � I � � I I I q N I I I 137 MAIN S7REET SUITE GOO P.O. BOX 5055 L - - - � I A�J.I � I I I ED WARDS, CO 8� 632 I I I r dOr dc�ch6 om PL HT i �8631 '-O" � L — J � I I � � I I � � � 8 I � � I A5.1 � i I I i � I I � � I I � � LPL HT = b625 '-O" _ � � � -___ • • 137 MAIN STREET SUITE GDO• P. O. BOX 5055 EDWARDS, CO 81632 970. 926.2622 rkdOrkdarch . com � '-6 " 2 I '-6 " I �_b �� � �_6 �� A4.1 I '-b " - `0 O _ -_' I '-6 " � ry r - - - - - BOILER FLUE 3 � 2 � A4.1 A4. 1 � A4.1 q A5.1 x�. � � 2 � 3 137 MAIN STREET SUITE G004 � � � � M 2� EDW RDSxCO 65632 \ / 5 \ / � 2� � � � 970. 926. 2622 rkdOrkdarch . com \ / a7.1 T7P. \ / PJ _ _ �.� �� � EHU A5.1 � � � 861 q '-O" � A5.1 1w. / \ I I 202 p1 A5.1 � � , 2� � � � - - ^ W � � � LIVING ROOhy` — - — - 8610'-O" O 5 � � b ELEG GOMB. AIR � � � � � METER INTAKE 3 � M �y ��� ��2 TMP. \ / \ / W O V � LOl^�R LE1/Ek► Z �/� — - — - — 8599 '-I I " � LL TOTAL WALL AREA = 284 .2 SQ .�T. Q O BURIED WALL ARcA = 4 .2 SQ .�T . � O N U ,� NORTH ELEVATION ( PRIMARY) W I/4'= 1 '-O' � J Z Q Q � 4 9 � 5. � P5.1 � Q � 10 310 I O A5.1 � � / \ U 8 301 � A5.1 5 � \ H A5.1 �. P5.1 � 218 \ / N - - - - - - - - - - - 13 � � � — - - - A5 . 1 AS.I ,w. � E.H.U. ti MASTER CgVEL 8619 '-0" 8618'-O" - - - - - - - - - - - - - - M ZI �� SiAMPOPRECORD / � 5 4 II 5 . A5 .1 A5.1 � m. Tw. N 214 " 215 \ / � LIVING i200M 8610'-0" h LIBRARY LEVEL 86� - - - - - - JOB # : 05090 ISSUE DATE DRB SUBMI. 02.06.06 TOTAL WALL AREA = 353 .0 SQ .�T . BURIED WALL AREA = 347J SQ .FT . 2 EAST ELEVATION ( PRIMARY) SHEET I/4'= I '-0' � A3 . 1 4 A4.1 q I I AS.I � A5 .1 ' •'�° • U • �o �.� �. " ii U 2O3 as.i a AS.I � 737 MPAIO.BOXE5055 G004 �p EDWARDS. CO 81632 � � fi5.l � rktlor aa6chseom MASTER LEVEL 8618'-O" /~y H V✓ OS � � � � 5 � 5 AS.I ttP `� " ' rfP. � - - � p5.1 212 i i 3 � , � I I As.l � � _ � Q LIBRARY LEVEL � — - 8608'-2 " O b / � 5. � 3 � �� 103 5. _ W � , GRAWLSPAGE � VENT PER GODE b p".I rn' LOY�R LEVEIA O - - - - - - - - - - - - - - - - - - 8599 '-�— �� r ' Q V / Z �L TOTAL WALL AREA = 357 .8 SQ .� T . � BURIED WA!L AREA = O SQ .� T . W O � J ,� WEST ELEVATION ( PRIMARY) � � � v4•= i �-o• �,�„� � � J A4.1 q Z � A5.1 � � 2 � A4.1 � 3 Q A4.1 � I � � I 0� - � ��"g � � w J , , � V ,as.i � r - 31 �/ 21I � � � \ / - - � EHU h MASTER LEVEL 8614 '-O" 861�,- - - - - I A5.1 M H 2 / � I 21 $TAMP OF REGORD. 5 W I I A5.1 213 � � A5 .1 r�. \ / �LIVING LEVEL _ _ _ _ 8610'-O" - - � LIBRARY LEVEL 8608'-2" - — - — - JOB # : 05090 ISSUE DATE DRB Sl1BMl. 02.06.06 H \ " " GRAWLSPAGE VENT PER GODE 2 SOUTH ELEVATION ( PRIMARY) SHE� TOTP�L WALL AR�A = 142 .� SQ .�T . BURIED WALL AREA = 31 .6 SQ .FT . I/4'= 1 '-0' A � � ■ � 1 2 A4.1 BOILER FLUE 9 A5.1 ASPHALT ' SHINGLES � � 215 SlUGGO SYSTEM 8 A5.I „ 214 137 MAIN SIREET SUITE GOO� P. O. BOX 5055 EDWARDS, CO 8� 632 w M 21 rkdOrkdarch. eom BEDROOM LEVEL 8630'-8" TSG SIDING MASTER BED � 862�'-6" 21I � W � O BEDROOM LEVEL O 8620'-8" � W � METERLOGATION INTAKEAI� TOTAL WALL — 4UJ . � SQ . I T . W O BURIED AREA = 44 . 3 SQ . FT . U p Z � ,� WEST ELEVATION ( SECONDARY) � I/4"= 1 '-0" � O � J � � � U W � J Z Q\ I i i ASPHALT � / SF+I NGLES � � � 206 I O 21I U H 2� 13 N W 201 210 PLANTER BOX BEDRDOM LEVEL 8630'-8" 2 4 2 I LIVING LEV MASTER LEVELr► 8621'–b " 8621 '–b " sTr.n+a oF RecoRo- EN7RY LEVEL " 8625'-6" � � � BEDFZOOM LEVELi1 8620'-8" P 101 102 JOB # : 05090 TOTA � WALL = 31 0 . 4 SQ . FT . �55�E DA7E DRB SUBMI. 02.06.06 BURIED AREA = 52 . 8 SQ . FT . - - 6ARflGE - - 8615 '–b" _ _ SHEE7: 2 NORTH ELEVATION ( SECONDARY) 2 A3 . 1 I/4"= I '-0" � • ASPHALT • SHINGLES 13� MAIN STREET SUITE GO( P. O. BOX 5055 EDWARDS. CO 81832 970. 926. 2622 rkdOrkdorch .eom BEDROOM LEVEL 8630'-8" J LIVIN6 LEVEIA W 862"1 '-b" � O � BEDROOM LE�/EL TbG SIDING � 8620'-8" � TOTAL WALL = ,� EXISTING SOUTH ELEVATION (SECONDARY) W Q B U R I E D A R E A = 1 6 1 . 9 S Q . F T . ��4•= � '-0• V Z � W � � J � � 2 � U A4.1 � q ASPHALT A5.1 � SH I NGLES � Z Q , Q > T86 SIDIN6 � � � ? 0 U �.� . J � Ps.i � V 2 STUGGO SYSTEM w M b 2 2 � LIVIN6 LEVEL 8627�-b �� STAMPOf REGORD�. JOB # : 05090 TOTA � WAL � = 355 . 2 SQ . T . ,SS�E DATE BURIED AREA = 285 . 2 S . I T . DRBSUBML 02O6Ofi 2 EXISTING EAST ELEVATION (SECONDARY) S"EET �,4�_ � �-0� 2 A3 . 2