B13-0016 plans approved

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Modified	1/15/2019 12:05:40 AM
Created	3/8/2013 10:30:10 PM
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BUILDING ACTIVITIES
Fields
Project/Building Name (Including AKA Names)	Milmo Rangel
Parcel Number	210312106023
Lot	52
Subdivision Name	Glen Lyon
Street Address	1415 Westhaven Drive Unit B

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Home My WebLink AboutB13-0016 plans approved ; , : � YMBQL LEGEND DRAWING LIST : SECTION NO. BUlLDING � :� ' � SECTION CUT � � �. ns_i A1 .0 COVER SNEET SHEET NO. � � �C ----� 1415 WEST H ,�-�VE N D R [VE �C}T 52 , PARC E L B � ARCHITECTURAL DRAWINGS DETAIL NO. � _�� A2A SITE PLAN DETAIL CUT � �� REFERENCE GRID LINE A2A1 CONSTRUCTION MANAGEMENT P�AN SHEET NO. �` A6.' G L E N LYCJ N S U B D IVI S 1 O N US Mail Qnlv: P. O, 8ox 2378 �`•---'r A2. 1 EXISTING AREA CALCS Physical / Fedex: 210 Edwards A2.2 PR�PQSED AREA CALCS Village Blvd, Bidg A Suite A143 A2.3 PROPOSED AREA CA�CS Edwards, Golorado 81632-2378 (970} 926 4301 , Fax: 926 4364 DETAIL CUT � SPOT ELEVATIQN �s�v.�o�-o° R3.Q LOWER LEVEL FLOOR PLAN hans(c�berqlundarchitects.com A6.1 �' M SITE E�EV. = 116•-0° A3. 1 MAIN LEVEL. FLOOR PLAN www . berglundarchitects.com A3.2 UPPER �EVEL FLCtOR PLAN A4. 1 ELEVATIUNS EXTERIOR ELEVATION � DRAWING REVISION A4.2 ELEVATIONu A4. 1 � A4.3 ELEVATIONS A4.4 ELEVATIONS . ROOM NUMBER LIV�NG INTERI(3R ELEVATI �N 4 � 2 j't�8r�wA�� N�pvt.,� � '!�'�-'� 100 3 As.' A10A LOWER LEVEL RCP ANQ E�EC r A1t1. 1 MAIN I.EVEL RCP AND E�EC DOOR MARK � �� WINDOW MARK �a A102 UPPER LEVEL RCP AND ELEC STRUCTURAL DRAWINGS MATERIAL � EGEND S1 NOTESANRDETAILS S2 FOUNDATION AND FRAMWG PLAN S3 FRAMING PtAN ., SECTION PLAN SECTION PLAN m I J CQNGRETE � $, + � " 4' ��• . SOIL/ COMPACTED FILL 1=� I I=I I j��/�/j 1�% � ' • , � � � �=� � � i��f%�`%/%! V ' ° o . �\/i.\`/�\l�\// �r� � CONCRETE MASONRY ��C�g�c� ROCKt �� NON-COMPACTED FILL c� � � .. � STONE �7j�� SAIVD ;� � 0 � � c/� 1�� _ � � FRAME WALL FINISHED WOOD ��'�� TILE �� s� RQUGH FRAMING QR � � RQUGH SAWN TRIM Cc-�'� �� .w.. � � GLAZING ��-('��(' Wt70D BLOCKING IM� � �____� � � � GLU-LAM WC?OD � � STEEL = � Z � � ` �.4� � ALUMiNUM OR �� PARTIGLE BD. OR � � � SHEET METAL WC�O� FIBER BD . � � BATT INSULATIQN �� RIGID INSULATIOt� � �� P T T � GYP. WALL BQARD! AGOUSTICAL CEILING � � �'° � � STUCCOf Pl.:ASTER I ss u e Date . �� ■ � � ■ � � � � CARPET ti UIII►IIt11Iil11iiHfltlll j' PLYWOOD =�=.— � � ABBREVIATIt� N � PRCJJECT INFCJRMATIC� �I GENERAL I� QTE � � A. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, TNE GENERAL NOTES, THE SPECIFICATf(aNS, AAD Attic Rccess Qaor GALV Galvanized RW Roof Window AND THE 4F THE DOCUMENTS SHA�L BE SUPPLIED AS THOUGH FULLY Cf�VERED IiV ALL. ANY DISCREPANCY ADD Addendum GC General Cantractor RQ Rough Opening REMODEL TO THE PARCEL B SfDE OF DUPLEX AT 1415 WEST HAVEN DRIbE, LOT 52, GLEN �YN SUBDIVISlON � BETWEEN THE DIFFERENT PARTS SHQULD BE REPORTED TO THE ARCHI7ECT IMMEDIATE�Y. F� ERMIT SET AD,! Adjacent GL Glass SAN Sanitary SCQPE OF WORK: TWO SMA�L ADDITIONS EQUAt�LING 183 SF TO TH EAST SIDE OF THE LOWER LEVEL, AN 102 SF ADDlTION TO THE B. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING COORDINATION AND RESOLUTION DURING AOR Area of Refuge GR Grade SEGT Section WEST SIDE OF TNE MAIN LEVEL, A DECK CU7 lNTQ THE ROdF AT THE UPPER LEVEL MASTER BEDROOM AND MU�TIP�E WlNDOW CNANGES. THE CONSTRUCTiON PROCESS AGG Aggregate GLB Laminafed Wood Beam SEW Sewer NO UTILITY OR SITE WORK CHANGES dTHER THAN REMOVAL OF THE WALKUVAY ON TNE TOV PRQPERTY. C. ALL WORK SHALL CQMP�Y WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE AFF Above Finished Flcaar GYP Gypsum SHT Sheet EXISTING AND RROPOSED GRFA CALCULATIONS RE: A2. 1 , A2.2 AND A2.3 PREFORMED fiQ THE HIGNEST STANDARDS OF CRAFTSMANSHIP BY JQURNEYMAN OF THE APPROPRIATE ALT AI#ernate GWB Gypsum Wailboard SHLV Shelves LANDSCAPE AREA AND PARKING SUMMARY RE: R2.0 TRADES. �� AfZCH Architecturai NDW Hardware SIM Similar D . THESE DOCUMENTS ARE CNTENDED TO INCLUDE ALL LAB4R, MATERIAI.S, EQUIPNIENT AND SERVICES � BM Beam HD Head SL Slidin MECHANiCa� SYSTEt�s REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN . IT IS THE RESPQNSIBILITY 4F THE CONTRACTOR , �� g LOWER LEVEL NEW ADQITION WILL HAVE IN-FLOOR RAdIANT TUBING W GYPCRETE. NEW TUBING TO TIE INTO EXISTING SYSTEM TO BRING TO THE ATTENTION OF THE ARCHI7ECT ANY GONDITIONS WHICH WI �L NOT PERMIT CONSTRUCTION C R 9 ii BRG Bearing HVAC H�ating, Ventilating, SM Shest Metal MAIN LEVEL MUD ROOM ADDITION WI�� HAVE STAPL.E UP RADfRNT TUBING QN THE UNDERSIDE OF THE PLYW(JOD QECKING AND TIE 1NT0 THE aCC4RDING TO THE INTENTIONS OF THESE DOCUMENTS . IT IS THE RESPONSIBILI7Y OF THE ARCHITECT TO a ��° d. � , �U�� BET Between and Air Canditioning STC Sound- Transmission Ciass EXISTING TUBlNG SYSTEM QN THE MAW LEVEL PROVtDE DETAILS AND/OR DIREGTIONS FtEGARDING DESiGN INTENT WHERE IT IS ALTERED BY EXISTING BD Board HT Height SPEC Specification FIRE ALARMS AND CARBON MQNIXIDE DETECTORS AS REQ'O BY CODE CONDiTIONS OR WHERE NEGLECTED iN THE DOCUMENTS. BS Both Sides HWY Highway SQ Square E. ANY MATERIALS PROPOSED FQR SUBSTITUTION OF THOSE SPECIFIED C7R CALLED OUT BY TRAQE NAME IN �� BC} Bottom Of HOR Horiz�ntal STD Standarci THESE DOCUMENTS SHAL� BE PRESENTED TO THE ARCHITECT FOR REVIEW. THE CONTRACI'OR SHAL� � BLDG Building ID Inside Diameter STL Stee1 SUBMIT SAMPLES WHEN REQLIIRED SY THE ARCHITECT, AND ALL Sl1GH SAMPLES SHALL BE REVIEVIIED BY �� CAB Cabinet INT Interiar STRUCT Structure al �.�� '� t ) THE ARCHITECT BEFORE THE WORK IS PERFORMED . WURK MUS7 C4NFORM TO THE REVIEWED SAMPLES, � � Cpt Garpet JT Jaint SUB Substituke ANY WORK WHICH DOES NOT CONFORM SHALL BE REMOVED AND REPI_ACED WITH W(3RK WHICH �� 3 �� CL Centerline LAM l.aminate SUPPL Suppiement (al} CONFORMS AT THE CONTRACTOR'S EXPEhISE . SUBC�NTRAGTC►RS SHALL SUBMIT REQUESTS ANQ SAMPLES °°�- � �.�� CER Ceramic �AV Lavatory SUSP �uspend {ed) ��R REVIEW THROUGH THE GENERAL C�NTRACTOR VNHEN WQRK IS LET THROUGH HIM UR HER. REQUIRED �� '�"�"" """�""�" ,a�w „ „�°,�:� �,".., �.�,, a.�., .<., CLOS Close# MFG Manufacturer TEL Telephone [ VERIFICATIONS AND SUBMITTA�S TO BE MADE (N ADEQUATE TIME AS TO NOT DELAY PRaGRESS. ��a,.�� . ��'� � '� �t � � / �:�� CMU Concrete Masonry Unit MQ Masonry Opening TV Television �j a V � � 1 V � �.J R 1 Y I �T ' Q � F. SHOP DRAWINGS SHA�L BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW WHERE CALLED FOR �� a . ,�a�� "�' �� .�� °� �,,, � t�: '~ ANYWHERE IN THESE DQCUMENTS. REVIEW SNALL BE MADE BY THE ARCMTECT BEFORE WORK IS BEGUN , ""�"`"°�~ --�-- � �� ° ,`a`�°°� �'`�,. ` s'.�� COL Cofumn MTL Mafierial TEMR Tempered AND WORK SHALL CONFt?RM TO THE REVIEWED SHOP DRAWlNGS, SUBJECT TO REPLACEMENT AS �� %�c � � ° �, �""` `',�. CONC Cancrete MAX Maximum IE That Is � e ., �, F , , � : `� CJ Construction Jaint MC Medicine Cabinet THK Thick BUI�DING GOQE: 20121RCAND 2012 IECC REQUiRED IN RARAGR,APH E ABOVE. `$ � ,� �> �� CQN7 Continuous MECH Mechanical TPH Toilet Paper Holder OCCUPANCY: SINGLE FAMILY HOME (DUPLEX) G. THE BUILDING INSPECTOR SHA�L BE NOTIFIED SY THE CONTRACTOR WHEN THERE IS NEED OF INSPEGTION ' !, '�° ; � t ' � `� � �'_� �.� � k. � � DP Damproafing MIN Minimum T&G Tounge and Groove AS REQUIRED BY THE 2012 INTERNATIONAL RESIRENTIAL C�DE OR ANY LOCAL CODE OR ORDINANCE. t� _ < < � �� ' �� NEW CONS7RUCTION COMPLIES WlTN 20'12 IRG AND IECC RES{DENTAIL REQUIREMENTS FOR A REMODEL H . THE CONTRACTOR SHALL BE RESPC)NSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING i� .� ' ;� � ��.3;� `�� "' `�� DET Detaii MISC Miscellan�ous T&B To and Bottam � °� t , p C O N S T R U C T I d N F O R C t}M P L I A N C E W I T H F E D E R A L A N D S T A T E O.S.H .A. R E G U L A T I 4 N S AND F4R THE {� °• � �,� ,:� d, `�� DIA Diameter NIC Not En Contract TO To df GI_AZiNG MIN: U = .32 ' � � � �, �, �,, �y�„�•°; .� DIM Dimension NA Nat A licable T 7r ad @ PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO 7HE 4WNER. �>; �'' � `�; �p GI_AZING PROVIDING NEW WINDdWS U .30 DUA� GI_AZE GARDINA� LOW E 366- i81 '�, - �� k � � ROQF/CEI�ING: R49 MIN WHICH IS REDUCED TO r38 IF FU�� COVERAGE IS PR4VIDED ABOVE PtATE. I • ALL DIMENSIONS NOTED TAKE PRECEDEfVGE OVER SCALED DIMENSIONS. DIMENSlONS NOTED WITH "N .T.S." ��, ��`� � �� C��.� DW Dishwasher NT5 Not tQ Scale TS Tube Stee) RQOFICEfuNG PRQV�DING R46 AVERAGE OF 2" CLOSEQ CE�L SPRAY FOAM INSULATiON @ NEW DECK CEILINGlRQOF DENOTES NOT TO BCALE. `°°�::�.��-- DN Down OC Qn Center TYP Typicak WA�L:R20 MkN - DUE TO THE REMODEL THE CONTINUOUS R5 IS NOT APP�(CABLE J. GORITRACTOR SHALL VERIFY AND COt7RDINRTE ALL UPENINGS THROUGH ��OORS, CEILINGS, AND WAL�S QR Drain C?PG Opening UG Underground WA�L PRQVID�NG R20 GELI.ULOSE INSULATION WITH ALL ARCHfTECTURRL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRiCA� DRAWINGS. DS Downspout C}PP t?ppasite U.N .O. lJnl�ss Nated C7#henvise SLAB - R 15 FOF24� C}RWG Drawing C?SB �riented Strand Board UNFIN Unfinished SLAB PROVIDING R15 @ FOUNDATION WAL� & R20 UNDERS�AB REVISiON (��/� '� /'� � EA Each OD Clutside Diameter UBC ��„form �u;�d,�g G�� PRC� J E � T D I RECTfJ RY EL Elevation d PennY {nails, etc. } USG United Sfates Gage EQ Equal PAF Power Actuated Fastened VAR Uariable Date Q2 . � � . `{ 3 EXIST Existing PERF Perforated (d ) VENT Ventilate Drawn by S �,J E.� Expansion .Joint PFSM �re�inished Shest Meta� v� F Verify In Field CLIENT ARGHITECT CQNTRACTOR INTERIQR DESIGNEFi STRUCTURAL ENGINEER EXT Exteriar �'�- �'��t� VERT Vefical Francisco and Maria Milmo BERGLUNQ ARCFIiTECTS, LLC Vaii Custom Builders Greco Design Group KRM Consultants Inc. Checked by H [-j FE CABT Fire Ext'rnguisher Cabin�t PLWD Plywood VAT V'rnyi Asbestos 7ile FOC Face t?f Goncrete PRQD Product V Voftage Vail Cascade Condos P.O. Box 2378 Contact: Ted Leach Contac#; April Bevins Greco Cantact; Tim Hannum Scale FQS Face Of Stud PROJ Project WC Water Closet Attn : Don MacLachlan P.CJ. Box 4572 FIN Finish F"R4P Praperty WP Wa#erproof 1476 Westhaven Dr. 210 Edwards Village Blvd 0429 Edwards Access Road PO Box 358 Vail , CC? 81658 FP Fireproof � Radius or Riser VVT Weight Vail, CO 81658 Suite A103 Narthstar Genter A207 Edwards, CO 81632 FL Floor �E� R��r WIIV Window Edwards, CU 8163� PO Bax 2$09 Office: {970} 949-9391 � �� FD Flonr Drain RE�R Refrigerator W/ With {comb. farm) Phone: (970) 478-6106 Edwards, CO 81632 (970) 9471 -0953 Fax: {970 949-0839 REINF Reinforce � Phone: (970) 926-4301 www.grecodesigngraup.cam tim@krmconsultants .com FTG Foating { ) W/O Without FDN Foundation R ��D Required Wp Wood ( } { } � Fax: 970 926-4364 970 926-8771 x5 GA Gauge RH�M Round Head Sheet Metal Screw ted@vailcustombuilders.com E T � RM Room hans@berglundarchitects.com � """' � " � v� � � � � c� r c�v -. �i- * r ^... N � � � � � C� � ' � . _ ��'' � � �� FQUND No. 5 REBAR � � �jC� WITH 1J�i" ALUMINUM CAP I � � � L. S. No. 27598 � ,� ° ., � • � � t . � � TOP BACK OF ,� ` CURB AND GUT'�ER '� " - � f I GATE ? � � � � ' f.� GENERAL NOTES � � �t.�„► , � �I Q ��'-� � `^� EDGE OF WATER 1 . BUILDING TIES ARE PERPENDICULAR OR RAQIAL TO PROPERTY LINES AND ARE I � I � > ` � ':::; ' INDICATED IN PARENTNESIS (XX. X'). j � "�0 1, GI�APHIC SCALE 2. �OT 52 IS SUBJECT TO TNE RIGNT OF WAY t�F GORE CREEK AS IT AFFECTS I ( + � GAS FIRE Pl�ACE ` `t ; �/,�� . SUBJECT PRQPERTY. t . j { �f� 10 0 5 1 Q 20 , y . j � Z f . . �! � � .` ., 3. �OT 52 IS SUBJECT TO THE COVENANTS, CON[}ITIONS, RESTRICTIONS, NOTES; t ; . < 1� �/�, EASEMENTS, RESERVATION5 AND RIGHTS OF WAYS AS SHOWN ON THE AMENDED I � � r'�6 j/ r� { IN FEET ) P�A T O F G L E N L Y O N S U B D I V I S I O N R E C O R D E D J U L Y 1 8, 1 9 7 8 I N B d O K 2 7 2 A T P A G E � ( ' - ' �3' � � 3�0. � : � , . f� ��''� 1 inch = 10 ft. 4. LOT 52 IS SUBJECT TO THE CQVENANTS, GONDITfQNS, RESTRICT{ONS AND EASEMENT E D G E O F A S P N A L T -------.1 j � ' `'' �`,C� �./ PR041SIQNS C4NTAlNED IN THE PROTECIIVE COVENANTS OF GLEN �YON SUBDIVI5i(�N + � � '� ,� ; � � � g^� ! E �� RECORDED APRI � 4, 1978 IN BOOK 268 AT PAGE 688; AND AMENDMENTS TNERETO � /� RE�QRDED AUGUST 25, 1987 IN BOOK 468 AT PAGE 447THROl�GH472 INCLUSIVE; I � � FLA�STONE PATIO '" Y STONE � l` SEPTEMBER 3, 1987 IN �OQK 469 AT PAGE 38ANR39; SEPTEMBER 15, 1987 IN � ( � :_� HOT TUB J�� BOOK 469 AT PAGE 801 ; MAY 2, 199Q IN BQQK 528 AT PAGE 154; MARCH 5, � � � ; �� 2 0 0 7 A T R E C E P 7 1 0 N N 0. 2 0 0 7 0 5 6 4 1 , A P R I� 2 7, 2 0 0 7 A T R E C E P T I O N N 0. 200710888 AND SEPTEMBER 20, 2007, AT RECEPTIQN N0. 2Qq725244. � • � ` ` : . , ' z � ; �� . � r . 5. �OT 52 IS SUBJECT TO THE COVENANTS, C�NDI114NS, RESTRICTIQNS, N4TES, � � ` ��' , EASEMENTS, RESERVATIQNS AN[� R{GHTS OF WAYS; PARTY WALL.S AND PARTY WALL ( ( � `;; �, , , l ' � , � � ��'�� RIGHTS; AS SMOWN ON THE RESIfBpIV1SI0N OF LOT 52, AMENDED P�AT GLEN LYON ! SUBDIVI �fON PLAT THEREQF FILED MAY 11 , 1990 IN BOOK 528 AT PAGE 722. � I ' � !.,�. .�. ` r . �, ._, < ; y � :;' > `....�' � � ; , r� Q o '� �� o' ` �' -` ,,, ''�) ,�J 6, �OT 52 IS SUBJECT TQ TNE COVENANTS, CONDI110NS, RESTRICTIONS, EASEMENT t � t PROVESIONS PARTY WALLS AND PARi'Y WAL� RIGHTS CONTAINED IN THE ' 1 � 2 . � ' . 4 ' ' � ` � \ `�. � O , . � » AGREEMEIVT AND DECLARAT10N OF COYENANTS, CONDlTIONS AND RESERVATIONS FOR �ai 'ti � ` � � ' ' � `� <' S31 13 57 W �QT 52, GLEN LYQN SUBa1VISi0N REGORDEa MAY 14, 199U IN BQOK 529 AT FAGE � � � `�y ' ' ;< . �.. ' r9~', � ��. FLOWLINE t�F � � F�AGSTONE PATlO � '' >. f '' `�t �! r � � �` 24t '�� GURB AND GUTTER �`�'~`�; � ' ' � �" WOOQ DECK �` 7. �OT 52 IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTR(CTIONS AND EASEMENT 4' x4' ACCESS BOX �. BELOW WOOD DECK ' �, '�, PRQVISIdNS GONTAINED IN THE TOWN OF VA1L APPLICAl1QNS F4R REVOCABLE � • , � PERMITS RECORDED NOVEMBER 1 , 2001 AT RECEPTION N0. 771429 AND MAY 15, p � \ 20Q2 AT RECEPTION N0. 795692. 1 � a � Q T � Z ') o ` -«�� i i: 8. PEAK LANd CONSULTANTS, INC. DiD NOT PERFORM A TITLE SEARGM OF THE PARCEL B �f :: "�� SUBJEGT PRaPERTY TO ESTABLISH OWNERSNIP EASEMENTS OR RIGHTS- OF- WAY OF , ` � �'f ftECORD. RECQRD DOCUMENTS U1ILIZED IN THIS iMPROVEMENT LQCATION � 'l 2- STORY WITH WA�KOUT �\ ;;:tir�:` v� �ERTiFICATE WERE PROVIDED BY 11TL.E C4MPANY OF THE R(3CKlES, QRDER N0. � � ADDRESS: 1415 WESTHAVEN DRIVE r� <? .,:,%;'» .�Y ^ WOOD AND STUCCO p �\ i,: .�<: ca 08� 6105- C DATED OCTOBER 5, 2012 AT 7: 00 A. M . . , l 0. 1931 ACRES DUP�EX RESIDENCE v! � ,;�>;%<�;M°� `° �>;:;>a: ^• cy ';<.,�;>;>: N 9. NpTICE: ACGOi�DING TO CO�ORADO {�AW YOU MUST CQMMENCE ANY LEGA� ACTION � , � ;;:��<�� ' ` -' � ;��,<;; <;...: BA�ED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS A�TER YOU FIRST � ` r' l "`"Y`'Y� � � �...�> �r :�'<��_;:�;,:; , � ,> .-' g DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACT10N BASED UPON ANY t � 4�'- : �, 1'�• \ DEFEGT IN THIS SURVEY BE G4MMENCED MORE THAN TEN YEARS FRaM THE DATE � , � . Y�.3,.=,t ;� � >,�>:<::>:<�_ � 8 ,�o ;>,.�.;,, ;,; i 3��, OF CERTIFIGATIQN SHOWN HEREON . _> ' . 1 � 1 1 ��. �- dl .;..;..,""y;.�:�:::., . 5 fv�>2;-'?;.i:r, . ` Z t � , ,.� . � � .,.x�:: , , 2$ • � j �g ..:.:-�;>�;<;::;,�r:��>.,��;_. i C� 'Cri. �`'� tk 6 � � ' ` � r '� 'r s� f � � W � �,/ �' � 2� g�2 � v;� ' �< ";��: :;, t� � � ,� _:<,<,<„;,<< ;:.�r�r;.>,,;va,.,<.: � �� . � � I��,,%� ° � I , � � � � � � � � � ��' ..:;:. � .;� �,�� :r, .y � ` ./ 1 ;'., ` `<< : -:«: �,.<,,:;,:�.<:.<;; <,�...>:.$�w;:: ;r,:;. OUTLINE OF' DUPLEX � , , , 1 F�AGST�NE PATIO � " � . �:;< , � :vy . .y ;%"r.> � � y��`.�:ry.. `�f, �.' s �:YZ'.: ` /�\ ::�£.:if:.>:�ir..w�yrii�.nz:. - � t�l� � � � �4:. ; y. >�Y;: "14,.:..:i�.. �v( � , , � � r , _F,,. :;��5 .:. � ;:�:,.�t:: , S63 '50 ' 23" W 1 1 1 � �� = :. �,:�: .: �, � F h f , .; � , 'cS ,,,e �w �� , r 6p�. .,% :>;;<.<,°<.>�,�.:;.t. \ ":fJi'Ci��ii:�:?X•i\ii�Yy�Yjtl� �� ' E 4� � � � � a yh � i � y� � , ,, � EDGE OF ASPHA�T_-----� � � � �"x �`^ � � `�k � 2� • � •� �' DRIVEWAY 1 � ,; ;�,��`u�,y, ,f ��3 � � � . , , a , � . � ,�� ; t�� f � ...--- I � � y �, x jM � '�f 7.- ;.rF ' , ` , � �� J � r` ! � ` � ..��u � � ' , . , , ::`t�,�}.'�': 1 �t � G r h� CC � f i t � ` � tr , STONE WAL� ' * rf ,,..,.: � ` ::> ��. � . � � ��,; .:;�;�' + ` ,, `,, .,�,�,� �.: :�,<<;.::.;�: 1 ,�,:.,:. : t ' 1 . ,��_ :�''" `, ' 1, ,�, ,,� � '''��'' ' WfT'H �11�i" �A UMIN M GAP � 1 L� T � 2 � L.S. No. 30116 IMPR � VEMENT �OCATION CERTIFICATE � `� "� ,.,,, � EASEMENT AGREEMENT {SHADED AREA} I � .� �,o (RECEPTIQN No. �so��2y P A R � E L A � I HEREBY CERTIFY THAT THIS IMPRQVEMENT I.00Al1QN CERTIFiGATE WAS PREPARED � • \ � � �'" " `- --' ""`� � ��(j ' ' FOR FRANCISCO MILMO RANGEI. AND MARIA LUCIA LOPEZ C�ARIOND , � a f THAT IT IS NOT A LAND SURVEY P�AT OR IMPRQVEMENT SURVEY PLAT, ANC� TNAT iT IS � /f ' �,., r7 NOT TO BE REI.iED UPON FOR THE ESTABLISHMENT qF FENCE, BUILDING OR OfiHER FUTURE ` , � z w IMPR4VEMENT LINES. � •� �'� ' � Q I FURTHER CERTIFY THAT THE IMPRC7VEMENTS ON THE ABQYE DESCRIBED PARCEL ON , , •�g E D G E O F A S P H A�T w Q ' T H I S E l A T E, a�/��j� z, E X C E P T U T I L I T Y C O N N E C T I O N S, A R E E N 1 i R E L Y W I T N I N T H E ` , f �O DRIVEWAY I � BQUNDARIES t7F THE PARCE�, EXCEPT AS 5NOWN . THAT THERE ARE NO ENCRflACNMENTS � i Gj � J N UPON THE DESCRIBEQ PREMISE� BY IMPROVEMENTS ON ANY ADJOCNING PREMISES, l � ad' � EXCERT AS INE7ICATED, AND THAT THERE IS NO APPARENT EVIDENCE QR SIGN OF ANY � �\ � � o � EASEMENT CROSSING OR BURDENING ANY PART t}F SAID PARCEI., EXCEPT AS NOTED. , ` ,,, ..- ` � `` e ,` 1 � 1 � '' f � �� r " ,�,�.�, � � `� � � �� ,��.��, � Y �� `� Q � � /S '��'�c,,. � •\ z° ai � d � � �.��ti��F-�rt @jytt ��' \ :� F .� � � ° � C" � `t za. o° � � aA�rE• � � 27598 � �, � C'� ' ~~� ,; D�. � BRENT BIGGS �_._. ��`�`��2�(►�ZfJI2��cv �.,�� `v �d�..�l�f1Q� �.�. �a` . N4. �7rJ�� t.��' � q@ fi .x �c"��Q`'�" `��' � ' � ` \ FOR & ON �EHA�F OF PEAK LA�,��., , �J�. 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" ' � � 1 � US Mail {}nlv: P. 4. Box 2378 Physical / Fedex: 210 Edwards Village Blvd, Bidg A Suite A103 � Edwards, Colorado 81632-2378 (970} 926 4301 , Fax: 926 4364 hans a(�,berglundarchitects.com www . berglundarchitects.com � r. � I�� rr� � � �� 16' - Q" 14' - 0" 20" - 0" 8' - 6" 25' - 0" 5' - 6" �� W m L� � PROPQSED ADDI It� N EXISTING SQUARE F007AGE ANA�YSIS: � � QF N °, � � 122 SF LINE OF WALLS ABOVE � 1415 West Haven Drive, Lo# 52 (parcels A & B} Glen Lyan Subdivisian � � � � � � Zone Disfrict: SDD4 - Fteviewed per Two-Family Primary/8econdary Residential ( PS } except site � � - coverage is 25°!a �� "� PROPOSED AD 1TION o � Lot is .4827acres, equal to 21 ,a2s sF � oF � N �� W ...1 Allowable GRFA r�,, 61 SF � LQWER �EVEL AREA I .46 SF/1 SF of site area < '10,000 S� �f site area 10,OQ0 x Q.46 equais 4,604 SF / � LOT 52 A o I .38 SF per 1 SF af site area > 10,000 SF of site area 5,OQ4 x 0 .38 equals '1 ,900 SF �:�� P , . '13 SF per 1 SF of site area > 10 ,OU0 SF af site area 6,026 x 0. 13 equals 783 SF � W � � � 917 S F `� I Tatal AlMowed Gross Residential Ftoor Area (GF2FA) for entire lot 7,283 SF � h � H `O � Allawed GRFA far Primary Unit 60 % of Total GRFA (UN1T B) 4,37Q SF �... � � � L(NE OF WA�LS ABQVE Allowed GRFA for Secondarar Unit 40 % of Total GR�`A (UNIT A} 2,913 SF � I �- � - Existing Square Footage Summary (Bath Sides of Dupfex Combin�d} �] � � Habitable SF GRFA SF '�"'" � I � I L.ower Level 2 ,943 SF 1 ,383 SF *2 r� � ( � Main Level 2,585 SF 2,5$5 SF � I Upper �evel 1 ,994 SF 1 ,994 SF � W ' � Garage over 6Q0 SF 68 SF *1 � f ''� � } Dauble Neight Space puer 16' 24'I SF T' �✓ R � �. /ti o I ( Total F�cisting bc�th sis�es 7,522 SF 6,2T1 SF ,� Y"' N F ( Ta#al A1lawable GRFA both sides 7,283 SF +� " �OWER �EVEL AREA � Total Remaining GRFA both sides � ,a� 2 s� � L4T 52 B � - - - � ' Total Existing Site Coverage �oth sides 4,701 SF 2026 SF S Total Allowable Site Caverac�e bath sides (25°!o af Bath sides} s.2�7 sF � �INE OF WALLS ABOVE L-- - - -� I Total Ftemaining Sife Coverage both sides 556 SF E I T I ° � *1 68Q F of Garage Area aver the apawabie 60Q SF is shawn in the GRFA calculation v REViSION 1 : DRB RE-SUBMITTAL- a � I � I 2 47 !o of #he Lawer Level wall is abov� existfng or finished grade whichever was more restncti e, {�EVISED AREA CALGU�ATIdN i'Q FIX (--- - ( I therefare 47% af the Lawer Level SF is counted as GF2�A (�OWER LEVEL HABITABL.E 2,943 SF * .47 ERROR IN THE GRFA CAI.GULATiON = 1 ,383 SF) ( I I Site Coverage: Alfowable site coverage is 25% of lo# which equals 5,257 SF. 4,70 �1 SF is prouided . I SQUARE FO(3TAGE ANAGYSIS �t)7H SILIES INDIVIDUALLY CALCU�ATED {FOR OWNER RE�ERENCE}: 0 � I I o p I I Eacisting Square Footage Summary l.ot 52 A N Habita6le SF GRFA SF � I I Lower �evel 9 '{ 7 SF 431 SF *2 Main Level 1 ,416 SF 1 ,416 8F Upper Level 884 SF 8$4 �F v I o � Garage over 600 SF 68 SF *1 � � N � � � � � Double Height Space Over 16' 110 �F Total Existing UNIT A 3,217 SF 2,909 SF C Tatal Allawabie GRFA UNIT A 2,913 SF Total Rernaining GRFA UNIT A 4 SF � � Exi$ting Square Footage Summary Lot 52 B Habitable SF GRFA SF �ower Lev�l 2,026 SF 952 S�' *2 Main Level 1 , 169 SF 1 , 169 SF Upper Levei 1 , 110 SF 1 , 110 SF A Garage aver 600 SF 0 SF * 1 6' - o" 2a� - o" 27' - o° 23' - 1 �� 8' - 11 ^ C7ouble Fieight Space Over 16' 131 SF Total Existing UN17 B 4,345 SF 3,362 S�` Tatai Allawable GRFA UNIT B 4,37`0 SF � EXISTING L.UWER LEVEL AREA PLAC`�l Tota( Remaining GRFA UNIT 8 �t ,008 SF 1 /8" = 1 '-0° �� #�� '� �� '�` � � � �� , �� a �� $�r�� =� - � � � . �� ` �� x �� ...� � �.a_I_ ��.� �z� �.� ��.�.w�.�� ^�, 4 1 �� - E� . "�•+`°� � � � F �ya � � .+�' �"+ AV✓ €d � `E "'� � `r� '^�. . S . Q. STRUCTURE 27 - 3 � � �' :s 4�-• ..� �..��, "�� $ �� '�� ` � �� d < � ,g � .-,. � �- �� C � -_ � = � = � � = � � � = � - � � � -= � ' � { ( -_ ) - =--�.. �� Y�� f . _� F � �. .r � ..:,,: �� . ^_ � �` � � "_.. � � "" � _� � � r� � [ 's°" � � °^°^' ( � � a � � °_ �_ � °°'_ . . t �� i {'. � �. dw ��a4} s3 � ,�x # �# t:.a' ff' f'"..� d� _ �b�4., t l � "4 a'�/°�f fr T.O. CONC. 18� - �� I � I - f � � l 1 I _ I I _ I I I -�.- I P I I I ____ I I 1 _ I _ I I I _ � 1 _ I I _ I _ � I � I 1 i �,�� .�.�.r�4�� .� ��-�--____ � -- I - ��.�� ,.� �� 24' - 0" � 8' - 0,� � 6� _ 0,� � 20' - 0"' � 16' - 4" � 22' - 0" � 14' - 0" 7� _ 0" 2Q� _ �" 6' - 0" 8' - 6° 20" - 0�� A B G D E F G H I J K L �� t�ate 02 . 13 . 13 B.O. S'TRUCTURE @ 27' - 3" Grawn by "�°_____._ A� _ I _ � � I _ I I I I I _ f I - I I I I I _ 1 I I - C I _ I I I _ I I I _ I I I I I _ I 1 I _ I ! I - I _ I I i _._- I 1 I � I _ I I I _ _-_-_ I I I I I _ I I _ I I _ _._ k I _ I I _ I �"�� Y Hg _ � I = 1 I I � I 1 = I = ! = 1 I 1 = 1 I 1 = 1 I = � ! 1 = 1 1 = 11 = I � I I 1 = = I I ` I I 1 ==. I I I 1 ,= 1 � I I � # 1 = I � I = � I I � I I = 1 I 1 = 1 I � I I = 1 I I ��a'� R� � �� t�� I = 1 I = 1 I � � I - f I Iv l � 1 1 .= 1 I .� 1 I I - I I � I I I � I E I � I I I � 1 = I { I I = 1 I I � I I 1 = I m- I 1 1 = 1 I = I .� I I 1 = 1 I � � I I I � I T I I 1 = ! 1 = 1 I = I ��. � � �� - 2�� I = 1 I = 1 I = I I I = I 1 = 1 = C I = 1 I 1 = 1 1 1 = 1 I � I I { = 1 I = 1 1 � 1 I = 1 I 1 = f = C 1 .= 1 I 1 = 1 I - 1 I I � 1- I = 1 I I = I � I I 1 =�- I � I I I �- 1 = � I 1 = 1 { I �- l C = ( I E X I S T I l� t� 25' - 0" 8' - 0" 5' - 6" 15' - 0" $' - 11 " 12' - 0" 23' - 1 " 44� _ 0" 27' - 0" � 22, _ 0,� �� AREA � EXISTING L.UWER LEVEL WA��.. AR�rd� N a P Q R s -r u v j+ �'* � CAL.G �•+� �� '+�•� � � � 1l8" = 1 '_0,� � � � . � � ��:. . � ° � � � � � '� "' �: � � � US Mail Onlv: P. O. Bax 2378 Physical / Fedex: 210 Edwards Village Bivd, 81dg A Suite A103 Edwar€is, Coiorada 81632-2378 {97a} 926 4301 , Fax: 926 4384 hans(a�berql u nda rch itects.cam www . berglundarchitects.com 16' - 0"' 3' - 0" 11 ' - 0" 2' - 0" 16' - 0" 2' - 0" 8' - 6" 25' - Q" 5' - 6" PRQPOSED SQUARE FOOTAGE ANALYSIS: M 1415 West Haven Drive, Lot 52 (pareels A & B} Glen Lyon Subdivision Z ROPOSED AQDI I � Zone District: SDD4 - Reviewed per Two-Family Primary/Secondary Residential ( PS ) except site caverage is 25°/a " � Lat is .4827acres, equal ta 21 ,026 SF '� � �. `° °-F " ° � t1,� ~ 122 SF � Allowable GRFA �� ,�' 13 .46 SFl1 SF of site area < 10,Q00 SF of site area 10,000 x 0.46 equals 4,6�0 SF �+ � o .38 SF per 1 SF of site area > 10,000 SF af site area 5,000 x 0.38 equais 1 ,9Q0 SF � `� PROPUSED AD (TI N � � 12 '4 15 - . 13 SF per 1 SF o# site area > 10,OOd SF of site area 6,Q26 x 0. 13 equals T83 SF � P O `� �F � a � Tatal Allowed Gross Residential Flaor Area {GRFA) far entire lot 7,283 SF � N Allowed GRFA far Primary Unit 64 °la of Total GRFA (UlVIT B) 4,37'0 SF , ` ' � � � � � F " LQWER LEVEL AREA ( Allowed GRFA for Secondary Unit 40 °/a of Tatal GRFA {UNIT A) 2,913 �F �� w � � G� � L.C)T 52 A P ° I Propased Square Footage Summary (Both Sides af Duplex Cambined) �, � N �� .� 7 � F � � Existing Habitable SF Existing GRFA 8F Proposed Addition of GRFp SF 7otal GRFA � �''�/ � WAILS TQ BE REMOVED Lower Level 2,943 SF 1 ,383 SF *2 183 SF 1 ,50Q 8F *3 w� � N K � Main Level 2,585 S� 2,585 SF 102 SF 2,687 SF _ � � uNE oF wAL�s ABOVE Upper Level 1 ,994 SF 1 ,994 SF 0 SF 1 ,994 SF � I � � _ Garage over 600 SF 68 SF *1 0 SF 68 SF*1 �� Double Height Space over '16' 241 SF 0 SF 241 SF /�"" I Q ( Total Both Sides 7,522 SF 6,271 SF 285 SF 6,490 S�' �■� � � I I To#al Allawabfe GRFA both sides 7,283 SF � � o Total Remaining GRFA bath sides 793 SF �� , ( � � �' R � Total Existing Site Gaverage both sides 4 ,701 SF � I ( Total Allowable Site Coveraae bath sides (25% af Bofh sides) 5.257 SF L_., f 1'� F LOWER LEVEL AREA ( ( Total Remaining Site Coverage bo#h sides 556 SF �!„� � ., LQT 52 B - - - - �I *1 68 SF of Garage Area over the allowable 600 SF is shown in the GRFA calcuration � � � � *2 47°ta of the Lower Level wall is above existing or finished grade whichever was more resfrictive, therefare 47% of the I�ower Level SF is counted as GRFA (L(�WER LEVEI. 2026 SF � S L- - - HABITABLE 2,943 SF * .47 = 1 ,383 SF) I �INE OF WAL�S ABdVE � I *3 48% of the Lower Leve1 wall is above existing or finished grade whichever was mare restrictive, therefare 48°to of the Lower Level S� is counted as GRFA {LOWER LEVEL r�r � ( I HABITAB�E 2,943SF{EXISTING) + 183 SF(ADDITION } =3, 126 SF � .48 = 1 ,500 SF) J � W E I T � Site Goverage _ r•• � _ � ( � ( Allowable site coverage is 25% of lot whieh equais 5,257 SF. 4,701 SF is provided . � � � I I SQUARE FOt3TAGE ANALYSIS BCJTH SIflES INDI1/IDUAL.LY CALCULATED (FOR 4WNER REFERENCE): '�l""' � I � � Existing Square Footage Summary Lat 52 A �., Habitable SF GRFA SF � Lower �evel 917 SF 4� 1 SF *2 u # Main Level 1 ,416 SF 1 ,416 SF o � 1 Upper Levei 884 SF 884 SF o n � i Garage ouer 600 SF 68 SF *1 `� � Dauble Height Space C�ver 16" 110 SF I � REVISION 1 : DRB RE-SUBMIITAL- Tota! Existing UN1T A 3,217 SF 2,909 SF REVISECS AREA GALGU�ATION TO FIX Total Allowable GRFA UNIT A ��g� 3 �F ERROR IN THE GR�A CALGULATION v I o _ , _ _ � Total Remaining GRFA UNIT A 4 SF � � N � J Froposed Square Footage Summary �ot 52 B Existing Nabitable SF GRFA SF Praposed Addition of GRFA SF Total GRFA � �awer Level 2 ,026 SF 952 SF *2 183 SF 1 ,069 SF*3 Main Level 1 , 169 SF 1 , 169 SF 102 SF 1 ,271 SF q g UpperLevei 1 , 110 SF 1 , 11Q SF 0 8F 1 , 110 SF � Garage over 600 SF 0 SF *1 0 SF 0 SF Double Height Space Over 16' 13'1 SF 0 SF 131 SF A Total Existing UNIT B 4,305 SF 3,362 SF 285 SF 3,581 SF Total Allawable GRFA UNIT B 4,370 SF 6' - o"' 24' - o° 2�� - 0° 23' - 1 ° 8' - 11 ^ Total Remaining GRFA UNMT B fi89 SF �. RR _C� P4SED LOWER LEVEL AREA PLAN �'�J 1l8'�_ � �_0;� s ��I�� ` �� `� � �� ,�' � �� s �� .�� .xk� . �n.�.�a ._�. �� s �m.�q...�� .��., _ ��, � �� a �� 9� B.G, STRUCTURE @ 27' - 3„ - � � � � I E =- 1 � = 1 I 1 = I 1 =�= 1 I I I I 1 = I I - -- I I 1 �= I �'1� ,.�� :��: ��.��.,...., ` a % �''° 1 � =___= � � � = ) � = ��= ��= ) � � = � { = ) � � =� � � � _ � f =`-� � .rJ� �'�R�� `�,��:w '� � I - 1 I � - 1 I � � I I 1 .- 1 � I I I I I � I I I I I � � 1 - I I ITI I = 1 I - I I - -_- I C � I I � I ( l - j� - #. f � .� f. � T.U. CQNC. @ 18' - 2" I � " .., _ � , ' � ' � ( : f . L..< � . F > Rl.. �v v� �e� .��r�. .�..� a.`.. �� .. �.� .�� .�n..�� a�a .v� � 1 ' � ! 24' - 0" 8' - 0" 6" - 0" 20' - 0" 16' - 0" 24' - 6" 3' - 7" 91 ' - 0" 7' - 0" 16' - 0" 6' - 0" 8' - 6"' 20' 0"' ' 1 ' - 19 1/2" 1 ' - 11 1/2�� v � �, �� ,f , � } ' .'-f . , � � , �� . �� _ � �� .� �, �,� f �'�_, ��t A B C D E F G1 G2 H 2, Q„ 11 12 13 14 15� J K L � �� q3•��,qy*�M¢�'� f .� ` : � � �� t . E `tR � .b /]r - OII � es-� i `�f��,q+ i � � � } f L 'aq'��.. 4.� .5 ' {'q� ; .% i. LAh '�^4 � a� 4 ° �f � i�.,�«+'bv.x d a rn.=+."wsa'' � B�O. STRUCTURE @ 27' - 3," - 1 = 1 I ( _ I I _= 1 I I 1 I .� I = I I I I I = 1 1 = I k .- 1 I I = 1 I = I I - I I I = 1 I 1 = l 1 = I = I � I I = 1 I 1 = 1 I -.� I I = 1 � I I 1a= 1 I � I 11 = I f = 1 f ..� l �...■■ ^ � I = 1 I 1 = I � = E 1 = I � C = I I I = 1 = I f � � i = 1 I I � a I I .� I = I I � I 1 = 1 = 1 I 1 = 1 C I - 1 = 1 � ! �- I I I � I I � I I 1 = I � I I 1 = 1 I I � 1 = I I I = I .=.= 1 I I °�t� �� . � � . � � � I I I �-. I I = 1 I I 1 = 1 I I I l � I 1 = I I I I 1 = I 1 = 1 I = 1 I 1 = 11 = C I I I = 1 1 = I � �: I 1 = I = 1 I = 1 I I ` � = 1 I = 1 I I I I � I �- I 1 = I I -= 1 I -�.= 1 I DrawnbY AG T.O. CC}NC. @ 38" - 2" � - � I ---- � 1 - � � - I � -- ! I � -- I � � - � � � --- � ---- I I ----- � I { - 1 � � - � -- ( - � I - � I - � � � - ) � ( - I I � � - � � ' - I � - � ! I - ) � - � I - � ! � - � � � ----- - � ! - ) � --- I I ' Ghecked bY HB � 25' - 0" '� 8' - 0" 1� 5' - 6" � 15' - 0" � 8' - 11 " � 12' - 0" � 23' - 1 " � 14' - 0" � 2T _ 0" � 22' - 0" � SC818 ,�S IIlCi1Cc`��C� c M N O P Q R S T U V P �� PROPO� ED LQWER LEVEL WALL AREA GAL� A � �� 1 t8" = 1 '_0�� /''� �� d � �t; �r N �/�w r /f.� � M ,-- N � tt' r �-. N �. ..►. i �, . - � { US Mail Oniv: P. O. Bax 2378 I Physical / fiedex: 210 Edwards ROOF OVERHAf�IG vi�Eage s�vd, Bldg A Suite A103 ---- ,- - - - - - - - AREABEYONQ4' Edwards, olorada 8 632-2378 � {970} 926 4301 , Fax: 926 4364 117 SF hans(a�berqlundarchitects.com � www . berglundarchi#ects.com � � — — — — — — — --� � � ( � J ( � � � � � � �„�,� — �1 � � � t1'� �-- �� I � � � _ _ ` � � � I SITECbVERAGE � C� - � � 43�2 SF � � . /� J � � � ( � � � �l� W = � � � � � _ _ _ _ —� - - - - - - - � � _ c� � � � � � � � - � _ a' C� E � _ _ _ _ _ J �� _ _ I _ _ _ _ � � J ,- LLI W � _ _ � > � � OI� Q �- --� ' _ � � RQOF QVERHAN ~ � AREA BEYC}ND 4' � "' ( RQOF QVERHANG 146 SF � � ( AREA BEYC} ND 4' :�,3" ,�.I � �.� sF � � W � _ _ _ "� � � � � �t � I I r" �Q' I I �- I I S1TE C�VERAGE � 1 /8" - 1 �_(7,� 110 SF OF DOUBLE HEIGHT AREA ABOVE 16 ' �. - - ,� - - - - - _ _ T _ _ _ _ - _ � ( �INE OF WALLS BELOW ( I ( I 131 SF OF DOUBLE HEIGHT AREA ABOVE 16' � J�..,_�.. � � �INE OF WA�LS BELQW � I � ( � I I I I � - - - � � ,, - -' � I � � � ( � I MAIN LEVEL AREA L(�T I I � — _ _ _ _ -� - - �2a I � �� '�� I � UPPER LEVEL AREA � 1416 SF �.. ._._ � ..� � , �.�s� �� q � �� LOT 52 A � � � �� ( LINE OF WALLS BELOW �.�. ��* � "�` � 884SF � � � �. � �,�. ,�, �,�e� �.�� 1 MA1N LEVEL AREA LC)T f �.�� ` , �� -�--�-� _ � ( - 52 B � .; a ..�.. �. �� `° � � ��-� � . �.:�,,,_ ��=�> ( N 1169 SF I � �M°M,� � LWE OF WA�LS � �� UPRER LEVEL AREA _ _ � � L � _ � � gEirv� REnnovE� � � � LOT 52 B � � / �I 110 SF �-- — � — - --� ( � �' - o" PROPUSED ADDITION � __ � ( � � OF � ��...�.,a�.,�, � ``"��.'"'� .•"`"� { � f` '°`"`'u � �� F `} � :�� °�� " '� � ._._ ____ - -� � � � �r z� �, � .� � � � � , �� a��y� d�4 � ( �' }{ �� f� � "" �4 I I � n _ ., E. ' � $ � t �� # t �' � .v.� � � , I ° � GARAGE AREA ° ' °� � �� , � -, � . � � � _ _.. � _ ._._ _ _ J � r r�•� �� _� . �� ' � 6�8 SF � �` �� '� � �� y; bag��y '� � �.� •��Y4r �'C'M•a�m.�.v.+^'� �n4`�� ' _ g° "' ^a� s�y' v� � � ( ' - LfNE OF WAL.LS BELOW r��,, � � d �� '=:+�:�� }c {�°c ��'� I I I N � .. � I � � - � � ' �� 02 . 13 . 13 I 6 � GARAGE AREA � t�ate l' � .� � � r ____ — � � Drawn by AG --� —� ( 584 SF Checked by � E� sca�e 1l$" = 1 '-0"' � � a ( � � � PRC3PC�SED �. _ _ _ _ � m � UPPER LEVEL AREA PLAN za� - o�� L MAIN L � 1 !8" _ �I �_0�� 1J8�� - 1 �_0" � �� L� � � N �j:.. . � �� M O N -.. '�' T i � -____�, PARCEL B PARCEL A 1 � �. � E QUTSIDE WA�L @ ALL AdDITION ALIGN ► '� W! EXISTING WALLS ABqVE 14' - 0" 20' - 0" EXISTING W40D � US Mail Onlv: P . O. Sox 2378 A6.1 Physicai / Fedex: 210 Edwards PAT10 Village Blvd, �id� � suite a� o� I Edwards, Colorada 81632-2378 � (970) 926 43Q1 , Fax: 926 4364 I hans(c�berglundarchitects.cam EXISTING COLUMNS 2' - 0" 4' - 4 1/8" 7' - d 314" 4 1I2" 3' - 2" 'I ' - 0 5/8" 2' - 0" www . berglundarchitects.com TYP. --- R.O. R.O. io � P � � � m � � � , �� gy � N NEW EXPANSION ARE �� o 's � � EXISTING WOQD `n �' °' DEMO EX{S�G WAL RE: STRUCT � PAT10 z N FOR NEW BEAM IN C I�ING �� t? �, U P � � _ � � �� J 6 �j2� FIXED DOOR PANEL r SHOWER TO RE AIN AS EXIST. � �� f � IuJ � � . o = 3 - � �, 2� � o � 11 RO • /�� ' - 4" 1 3!8„ , _ 6 3i4" 3i8" ,...... AT `y � �� \/ i/ � m R•�• /�• � � DOOR WI OCKET gEDROQM #Z � � ¢ DOOR � � � Q NEW EXPANSION AREA � � �� _ _ _ _ _ _ _ _ , EX(S . TILE _ CARPET � � .. . .. . _ " � - - - - - - - - - - - - - - - "' � , ~ `r TOIIET TO BE MOVED TQ �� W � Z ' N W.C. {NLOCATIONOFOGDC�OSET _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ c9 — — — — — — — — — — — — — — ¢ ` . �' 5' - 0" RELOCATE SINK APPDX. 12" �� TOBECENTEREDINNEWUANITY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � DEMO EXISTING WAL� RE: STRUCT �� FOR NEW BEAM IN CEIUNG 2� ' 4'� t�EW PQCKET DOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � W �. �-- INFIL� EXIST. DOOR " � � - - ' �' - - - - �" - � ^ ° - � � M N — — — — — — N BEDR40M #3 � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � CARPET .'_.—_ —___. - - - - - - - - - - - - - - - - - - --.r.. � _ r� EXISTING WOOD "- W � PROVIDE IINEN CABINET a STONEPATIQ �p � WINE GE�LAR J REPLACE EXIST TQ CONCEAL EXIST. � W POCKET DOOR HUMIDIFIER �"'� � � WITH SWING DOOR M �a I� � � Q CARPET WOOD � � N WRAFWA�� ANd R r� � �'`i CARPET OPENING iN RECtRIMED TIMBER � $' - fi" EXIST. TILE 4, 9„ SIDING ` . , . , , AT LZ5 #3 — — — — — o I � _ _. _ _ _ � � ��--� � _ � �, FiNlSH WALL IN REGLAiMED WOOD SIDING ; FINISH DOOR IN RECtAIMED `6 WOOQ FiNfSH - HIDE IN WALL REPtJ�CE WITH '1 A4.4 SQUARE DRYWALL ° A4.3 � 3 5/8°' 3 5/8" o EXIST. CRAWL SPACE g�M ACCESS PANEL FAMlLY R4QM 11 3/8° 2' - 4 3!4" 3` - 2" 3' - 2" 2' - 4 3/4" 11 3/8" d' r, R.O. R.(?. R.O. R.O. � ( - � � ��E � ��.. �� `."�:; ( � ° < � � �:g � � � ,8 1 REMOVE AND � INFI�L EXIST. FIXED DOOR PANEL � � WINDQW WtADJ. x EXEST WALL _-_-�� °� FINISH ' a `•: 9 \ , `4 � '� - B DROOM , = a ' a , � 4 _ e • e ° ' � tl: " ' ' . 'd . 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TILE � �' � � � �. _ � 3' - 6 1I2" . - < '� ° 15 ' .e :. `� `� ' ' . � ; d , r- i . e a d ' • ' � �. � ��,�ti � � �:�� , � �, �.� �� BATH � , . ,- .a,.; -� a�, � � .� ;�. ,� � � ��y^ � �.� � � e �.�� f � �sg .. , �� k �� LAUNDRY MECHANICAL � .� w' �.,or r�..�w.,,,M ; p»,. `'+t J ` r tit ✓°�� ` «e�"7 ; �" �E�I�RAL NOTEB �,� �� ' ��`� � �`' � � � � ' ,` '� � � �° � � �` ��# � �� . < :- , 1 . FI ��D VERIFY ALL DIMENSIONS � s � ��=; E� ; "� ' �, f�, ' . ; � � � ^ NC7TIFY ARCH OF ANY DISCREPANCIES `� , ,., , - ,; , � ,: . , :, .,, : ' ; _:_ � . \ � - 4 `5 E7i. 3 k : � t ? ,� � - -� L . _x ' i f ; � � � � < 2. INTERIOR FINISHE� RE: iNTERIOR �� ` ° _ � � � �, } �, � ' � SPECS BY kNTER14R DESIGNER � '� ��;� .��~�� a � ._ .. . a�� "� �'°' �� ' ��' � 'a , ? o, ; ; a = , . < . : • < . ; ,- e . ^ _ :� , - ' < 4 _ ;p =-< • .q 3. AI.L PI.UMBING , WALLS, DOC?RS & ��,�:,�µ„�;� '�. �� '�<:: � �`�;<: �\\ ��:� \.\ `\:� �> \ �` `�,�, � .'>, . � "o;; ti �� <;� �,`�, , <' :. �� .`�. �.\ :\\`��, . \ � 4�. `,.\ `� WINQ4WS EXISTINC7 EXCEPT AS Nf�TED. . . [""""`"""� EXlSTiNG WAILS, FLOORS, AND, ROOFS AND GOLUMNS SHOWN WHITE WITH SULID BtACK _�I,-� 2a� - o° 27� - o° � � - s�� uNES t�ate 02 . 13 . 1 � � , . NEW WALLS 1 ��.._..i"T"1�`1 RlGID INSULATION SHOWN WITM CROSS MATGM Drawn by �(j � � •�-�� CONCRETE WALL SHOWN WITH HATCH CheCked by Hg ."n'�CB�@ � �� = � �-dn A4 . 1 AREA OF NEW ADDITION � LOWER LEVEL PLAN � � ��EL 1l4'� = 1 '_0�� 0' 2' 4' 8' � 16' � �' . ° � � .� � — � � � � � A4.2 , w 1 US Mail Onlv: P. C). Box 2378 Physical i Fedex: 210 Edwards Vi(lage Blvd, Bldg R Suite A103 Edwards, Colorada $1632-237$ � a' - a' 20' - o" (970) 926 4301 , Fax: 926 4364 hans(a�berqlundarchitects.com www . bergiundarchitects.com 2' - 0" � s� - o° a, _ o„ REPLAGE EXIST. DOORS W/ tJEW � DOORS THAT QPEN OUT ■, � NEW PICTURE WINDOW �� Nd DIVISIONS � /� �� i� r � 9 3! ' 3' - 0 3/4" 3 9 !2" 6' - 9 3!4" 3 1 " 3' - 0 314" 3/8" �� i� �, R.O. R.O. R.O. PARCEL A II�� ••J � � � NEW WINDOW �� W � ° RECONFIGURE � � � � EXISTING TRUSS � � 6 't�`� � � � RE: STRUGT � D�' 3 - �3� NEW STONE VENEER � � � � 112 �p . @ FIREPLACE RE: INT. �� NEW WI DOWS _ SPECS � � � �n ._ — — — — — — Illl uu .J r- � ".,'`, �;< `�� '�<:; �- - - - - - - - - - - __.__ - 6' - 3 3/8" 3 1 /8° 2' - 6 3(4" 1 Q 7i8" , � `; �� R.Q. R.O. � � NEW PATIO DOORS � OUTSWING ALIGN � LIVING RUOM = � WITH CEN7ERLINE OF TABLE � ( I � � � � � ( I � �., W m "� NG R OM I I � EXfSTING � � i� � DECK � � . ` ��. A �� ,:�;; � � � � � I I ° �� EXIST. BEAM ' ' �' � .� ; ' ; � � < : ', ` � � � f � i � l� � - ( -��. _ ,�.� � ,............ ,. , � ' ,.. �, i . �� , � . ` N � t' � � NEW GUARDRAIL & RAILWG � r�' . > y� ` �� '�j> ,,. '�,� � `� �- � DEMC? NON-STRUCTURAL � �� ° � > m - Q EXIST KITCHEN WA�� p ( r � � ``� � .{ � `'` �" `. f � � � � � EXIST. STRUGT COLUMN ' c`°.i `"' EXIST. RANGE & HOOD I I WRAP RE: STRUGT �`._ , , ` '� A� , , � � '` �` ' �; , �, - � - .; :.:...,. TO BE REL4CATEQ so ; `� ;� ` ,, ' ` ,� ,s` H , � ` : �.. > � — — — — — — — — — — — — DEMO EX1ST � ,r � h .,;, 4 — — ^ -CLOSET AND WA�L � �' � � , f" ,' — — — - - - - -� 14" SOFFIT 95" AFF � � � ( o < ..� .. t. ` : ` , � l {, -'� x 'w �-, � NEW SNGL PATIQ � _ _ J � { ( ( DN " DOOR �� r: ....� , ; .. t � : .,, `' '� � .. . i , �. t "�_„ .. ( I •' l,,,ALIGN EXIST , ' � ,.... � ;:` � _. . . � : EXISTING SINK � � 1 ' - 6" ( � I � DRQPPED BEAM ti F , WALLS AND NEW TO BE RELOCATED � � i I , WAL�S (TYP} � t, `� �.. Q a KI CHEN I � I ' NEW FULL HEIGHT ,�:'�SNGL DBL HANGING : ' ' ��L � • : ' � � ` � ~ REMOVE AND INFI�I � 2' - d" WING WALI. � :�HANG`�:., `` ,? - ,� � , NANG ` ' ; � „ . � �` • � : _.., r : � . EXISTING WINDQWS FINISH b � ' � � WOOD � � �� ' � ' TO MATCH ADJ FWISHES ' � �' ` EXIS7 FLQOR ,'F �'�, ' ..K. ,�' 4��; :- o �— ... � �TQ REMAIN ` . � , � � .- — —�, � �� NEW STONE cs> 4 `, ` � , , � , , a, ' .., ` .. ��. �� . FLQORING o� z ' REPLACE EXIST. Q � - -`9 - � 7�$ s f2EPLAGE EXISTING WINDQW, { ; _, s SNGL DQOR W/ 0 5' - 3 1/2"' 4' - 8 1 /2" ` �;W ITH 8' DOOR ,.y' 4 � { .. 8 � � A4.4 NEW DBL PATIO DQORS � ' yfi >.. �- o � /. �; ��w nr,��o RQa v � ; A4.3 � � °, � � I �� 3� Q�� '3' - 6314":. 2' - 11314" � . ° " ° 10 314 � "� � ` �� -�� , �, �.. . � ��' . `'�, �`' ', ' r` � 10 3/4" 5/8" 5' — 10" 2 5/8" 8 1/8„ .,, R O. � — f, � EXf STI N G � � '=`x � r � � �NTE � 10 3/8" I R.O. R.O. ( `. � � � � ` :,, -- — — � `''`-- C BBIE8/SH�VES ��` 4: . 4 > 1 ' — 8° 5' - 1 114" `� . ., �: , , -- ----� 1 ' — 4 1 /2" .. , EXIST SOFFIT 95" AFF 8 1!2" k '8' 0 3!4" r � 'r ` � ' � Y ;� £ r . 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INTERIOR FINI �MES RE: INTERIOR �'�``_ ��`''., �'`� � �°'"��>�`�� '�;�,, � �� , �.� .._�,.�°~` .:�'~' SPECS BY INTERIOF� DESIGNER "�,h �,; �;- }� �� ;,'� ��'' ( '�R� w � 17�. �,, �,s * e�'� 0 � - - - u � 3 . ALL PLUMBING , WALLS, D04RS & �"`�°��°=�°`�""`� � WINDOWS EXISTING EXCEPT AS NUTED . � (""""'""""""""`"') EXISTiNG WALLS, FLC70RS, AND, ROOFS AND COLUMNB SHQWN WHITE WITM SOE.IR BLACK �I� LINES D�tB (�� , 1 � . '� � ��'�� NEW WALIS RIGID INSUl..ATION SHOWN WITH CFZOSS HATCH �rawn by � �,�j "'� CONGRETE WAIL SHdWN WITH HATCH Checked by Hg 24' - 4" �� , a ; scale 1 /4�� _0�� AREA OF NEW ADDITIQN �.A►1N LEVE � MAlN LEVEL FL40R PLAN � FLC} t�? R � 1 /4'� = 1 �_�'� �'" �.�M � a A4. 1 � rv ,/ \ Mi./ r � rv c� r O 1 � �" _ �^y +� p �+ �... V � Gl�r O� � Vr � A4 .2 .. " �: 1 � ♦ � US Mail Oniv: P. O. 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N GENERAL NdTES: ,,, ,� �. t 1 ) FIEL.Q VERIFY ALL DIMENSIfJNS AND ELEVATIONS. NOTIFY ARCHITECT AND :. � � INTERIOR DESIGNER OF ANY DI5CREPANCIES . 2) EXTERIOR MATERIAL AND COLOR TO MATCH EXI�TING U .N .4 . 3) RLL DIMENSIOt�S / ELEVATIONS ARE FR4M T.�. FINISH U . N,O. 4) NEW WINDdW AND DOOR ARE TAGGED AND �ISTED (JN TME WINDC7W US Mail Oniv: P. O. Bax 2378 SCHEDULE. EXISTING WINDOWS ARE N(3T TAGGED AND HAVE AN "E" IN THE Physical / Fedex: 21Q Edwards LOWER LEFT CORNER. Village Blvd , Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 43Q1 , Fax: 926 4364 hans(a�berglundarchitects.com www . berglundarchitecks.com � .. � �� ..�. � � �� , _ > cc� — /�. ,J C� W � L� � � � � � . .... � � C� C) z � LLI W �._! > z REPLACE EXISTING DOOR, SIDELIGHTS AND ARCHED �� TRANSOM WITH NEW ARCNED WINDOW OF SAME � W OVERALL WIDTH. 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' ` , • . - , � n' . 4 . - - ' - ' " � ° • . . � ° °' ': , ^' : �' � '< EXIS7ING FGOOf2 STRUCTURE � `" � " -,�M. � � " ' • a " � . r 4" � a•° . ' e ' a . . . ` � 2X10 a s. �, „. , 1�. � e . , e , o , 4 � • • `� ' n. . � • a , .,..,,� ! � , • , ' • 4♦ ^ 0 , ` , a 9 ,� � T � ' � ,q ' • � • • •• e ' • e � • A .e � _ d t r . .,,." • - , d � a . n ,'.. . -a - � ,, a , a � , i � s ' _ 3 _ a ^ .. ;� • ' . . � NEYV BITUTHANE WATERPROOFINt', x �„ -�"°�=^�"�.��.»:..-:—.. ' - ^ �-`-- -� � - E ' ° ' , a ' a_. "4 'd " WOOD ROM OIVCRETE. I.Af�SEPARA'C'��, � ^ s Y• w ��p�Y�^w"'°,:� , •, - ' ' � • ' ' i � � . , . S"' �.=.,,,��..,�.;. ' , ' a �� Q a ;� , a ,. _ ' � , % , • . WATERFRQOFiNGOVEREXI5TtNG - � , __� _ � _r _. � . � _ �..,�� (NTERIOR - " � , " ' � ' 4 : • e � � Q . � FOtlNDATION WATERPROtJFING BY MIN 6". � °" `°�� •.a, _ . . ,a <. - .r�. e � , a 4. ' . ' b 4 A. � e : � .A � . as � � ' a , q. . � d • d . . , _4, , �' , a , - • EXISTING PRES6URE TREATEd PUtTE — W.P. MEMBRAh7E AOHERE.S TO FLASHING O , a. ' � , a ' :° � a :° - ' ? 'Q � � e a :y. � WHICN EXTENDS QVER EDGE WITH A pEMO EXISTING EXT WINDOW AND _� " ° �- a .� , • ' d � vv ` � .. � � � Y REPI.flGE WRH NEW PATIO DOORS � � REBUILT WOOD DECK - WFI�L AND � Q � � ` � � STEEL AN�LE @ NEW SLAB RE: SYF?UC7. DRIP EDGE AS SHOWN. CONTINUOUS UP �; ' ' ' � ry ' t e , ' - " WAl.lS A MIN QF 36" ANQ CONTINU4US & REBUI�T WA�L _ < � -; a : ',;, ' { REPAIR AS REQ'D. ON NEW= � I � <° ' .� `, 'a UNOER DOOR BILLS °' �_ Q . �. ; . '4 I —PRESSURE TREATED RIM JOISTS� ^ � I ( ---- I I I --- ( � ---- � � , � � —ATTAGkEQTp NEW CONCRETE � ` � � --- ' •� ? - 4" STONE ASSEMBLY APFRpX. 2" OF W.P. MEMBRANE CONT. OUT - , ' . • •, """" ' , e � = ' ;' , • • . , a , � SLAB/GRADE BEAM� I I � _„v � � � ' I � ( � �� _,,...� - �d ' ., -t-.'_-.,. 4" RIGID INBULATION dN 4" VOID FflRM STONE VENEER 1t2" OF GROUT OVER 1 HORIZONTAIIY 3'-0"-CONTINUE ��'a .. , ; . � 1/2" CONC SLAB MEMBRANE UNDER DOOR SILI •� � ro ' � �"'_3!' RIGID R-15'INISULRTI�N� � � � � � -. + + � . ' a " 4 . - ` SEGURE INSULATION TO SLAB WITH WIRE TIES 4 — I � I — --- � I ( — � I ^NEWCOMPi CiEDFI ) I � "" t I �"_"" , � eb - , , A �_V4 . � -- ! I �� i 1 i i '"� i {{ , • a - • DRAINAGE BOARD SLpPES AT 1t4"' PER A6.1 SET DOOR S4LL IN BED OF SEAIANT OVER I � � � 4" VOID FORM_ � 1 �� IO � � � � � � � � I � � I ; ' 1'-Q" OVER WATERPROOF MEMBRANE W.P. MEMBRANE. � � „�,.._'�"� � d � ° �� • n,q ,tr a � � � E �._ � � � �^.(ryfn � � � y�� a v t I — . .... � � (( ��! � ( ( '—' i "°°°� � I � ° I �.E/��J' T�N� VfV�QE ��F{VX.� I I -'^^� ,n �. � a ' e.,a ` ; •e.. PLYWOOdQEGKING4VER2X8JOISTS � I � � � � � I I � � t � � I � � ( ' � � � � � � I ( � I I I � � I � I � i ^ � I ^ , a d , ' RIPPED AT 1/4" PER 1'-Q". RE: STRUGT FINISHED F�OOR RE: PLANS AND SPE ! I r{ E! 4 ! O" t • A , a4 _ � � � � ' `�' ( �. .. ' � _" � � � .._�� I ' �- ( I � °" 1 ( � �__ i .T._.` � I I �_ ( 1 '_._.° t "'_.._m � � "�� . Yi R n : a 41 � on�' � � . ,�. : : ^� -r.o. ��vwooQ � � � _ � i - � -== 1 ( -== k � = � = � � 1 = � � � E I � 1 � --- � � I = � � -= ) � � � � � � � � � f , , f �, -,� r ., :< . n <' r - -� : , � - ='y. . ,' — — t ' a: •� � . � �-°--°----- EXISTING CONC. 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' , � - — 1 I ( — ) � - 11 — � � { — � � � ---- � r � r r ` � � �� b ��b . a �, m - I E ---- I ( : � 1 t I � — � — � I I -- ( I — f ' � . f� . , > !�. M1 f ` � ------- I I ( — � ( -- i � I — � � — -- � � ----- I � ( [ I --- I 1 = 1 I -= 1 � -= 1 I� � `,�� , �,� : ` �' � 1 � 1 = I � = 1 I = 1 I -= 1 I I --- I � = 1 I I _ _ ; � ,;, � . : - .� _._._ � - � - -: DETAI �S � _ I I I _. f I _ I 1 �1-��, ____ _____ 1 __.._ I I I ..� I _ _ ___, I f _ �� I I I _�..__ � a EXISTtNCi PEFtIME"fER DRAINAGE N FQUNDATI (�N DETAIL @ AT LOWER S''sTE"' �� ; � DECK SEGTIQN MASTER BEDROOM � L.EVE � EXPANSION � 1 112,� = 1 '_0" 0 1 'I /2" = 1 �_0�� ' � � � s �►, �. �: L � Window SGhedule Rough Opening Rough Rough Type Mark Width Height Comments Count H�ight Width Nlark � Q � US Mail �7nlv: P . O. Bax 2378 Physicai / Fedex: 210 Edwards INTERIOR 13 3' - 0" 6' - 9 1 /2" 1 6' - 10 1 /2"" 3' - 2° 1 Q1 Village Bivd , Bldg A Suite A103 E�crERioR � 02 Edwards, Colarado 81632-237$ (970} 926 4301 , Fax: 926 4364 WINDOW RE: WINpOW SGHEDULE �(� `3� _ V�� L�.r .. �� Fixed 2 4� ° U �/ 4�� 3" - 6 �/4" � itL. hansCa�berglur�darchitects.com ( � n � n � n t n WYVW � k?�1'C,J�UIIC��CCfllt@C�5.G0111 � 10 3 - � 2 - 1 Q awning 2 2 - 10 3/4 3 - 6 3i4 1 Q2 I WINDOW SET IN BED OF SEALANT OVER W.P. MEMBRANE � Or� J EXTERIOR � �NTER� 13 3' - 0" 6' - 91 /2" one door panel fixed 2 6' - 10 1 /2" 3' - 2" 1 b3 � 14 3' - 0" 4' - Q'" fixed 1 4' - 0 3J4"' 3' - 0 3/4" 103 Z WINf30W RE: WINDQW SCHEDULE � �t � � - � r� r` �' '� }' �` '� � " � ' - = � 23 3' _ �" 2' - 1Q" awnin � 1 2' - 103/4" 3` - 03i4"' 103 - �- � y�� /��, i u � wt �} � �� WINDOW SET IN BED OF SEALANT � �' ?" MO?OR12EQ SHADE PER INTERIOR �� 2 - V 2 - � V awning 1 2 - 10 3/4 2 - 6 3/4 � �aJ � : .'. ._._ — — � ; ; ( ' O r'` �"; DRAWINGSVERIFYAII '= .' � � , � DIMENSIONS 8� 2� _ 6'� 4' - 0" fixed 1 4' - Q 3/4" 2' - 6 3/4" 103 �� .- ,.� �, SILL PER INTERIOR DOCUMENTS ' � io = •. . � . rt � � �.Y �,:'. � NEADER RE: STRUCT. '� QL�. � � ' a .-';-. � n r n � n � n �'I� � � � �.-;.- 16 2 - 4 4 - 0 1 4 - 0 3/4 2 - 4 3/4 1 Q4 � Q . :r o . M � _ � TRIM PER IN7ERIOR DOCUMENTS ' ` �.-�-•° — STUCCO BAN� RE: EIEVATIONS ') 7 2� _ 4�+ '�" r _ � Q�� } _ � � �.7�,�,�� `�" � _ J�, ��4," � �,(�, � ' � �`�� , �� 1Q5 ( � `° ,` ; , 4 ,� -,->---=.� � WATERpROOF MEMBRANE LAPS _ _ � _., , ._..... r� _ , , . ;,� , ... �� ' � =' � -'"� " -�", - :' .-.'f •�`.-- " OVER NAILING FLANGE OF LOWER �j � /�� r n +� � n r r�r� �'�' '°"' + � r WINDOW AND UNDERSILIOF � U � ^ V � � one door panel fixed G � � � � " L � � � � � �- � WINDQWABOVE w� �. ') WOOD TRIM OVER REMOVAB�E GOVER TO � �� ' i . MATCH INT . TRIM. i � n r _ �r � 4 ++ � _ �� '-;� �� 16 2 4 4 0 fixed 1 4 � 3/4 2 4 3/4 106 �� ` '` - LAP WATERPROOF MEMBRANE STUFF W! INSULATION � � n � �� r�r �} u r�� r� �r /� �� : � 4VER (2) LAYERS 15# FELT OVER � � � 4 2 � � � awn ing � G - � � J�� G � i7�� V� � � ,-, BIDG. PAPER AND UNDER tAP 2ND IAYER OF SELF ADNERED FtASHING - " WINDOW Slll OVER AIUMINUM FtASHING AND OVES2 9ST � �7 �'. a- � {� LAYER 18 3' - 0" 6' - 9" 1 �' - 10" 3' - 2" 1 Q7 �J� W '�'� ' � ,'F AlUMINUM FIASFfWG BY WINDOW MANUF. �� '� .`:. ,` n �� =:, I� � , ASSEMB YFORTYP. STUCCO WAL� �ry � �� _ {�n O � ° �� `� �� ^ O �� ^ � �I�� ZV � � W .;� WINDOW RE: WINDOW SCHEDULE u �' �� .'� �,' 02 3' - 0° 2' - 6" � 2 2` - � 314" 3' - 4 3/4"' 201 � J 03 2' - 1Q " 7' - 11 " 2 8' _ Q" 3' - 0" 201 �""' � 04 custam trap fixed 1 201 � � 05 custom trap fixed 1 201 W 06 custom trap fixed 1 201 :��"" ,�..� � WINQC?W1DQ� R SILL. DETAIL (� STUCC4 � �� " � " � � W � W1NDC?W HEADER TO WINDQW/Dt7C3R 07 6 - 9 2 - 6 1 2 - 6 3/4 6 - 9 3/4 201 3" = 1 '-0" � SI �L DETAI � c�7x LIVING R44M 202 �■■� � �� = 1 '-0" � � � 9 2� _ 6" 5� - 0" 1 �' - 0 3t4" 2' - 6 3/4" 202 '� i.L 20 2' - 6"" 3' - 4° 1 3' - 03/4" 2' - � 3/4'" 2Q2 'T" � �� zo� p., L1NE 2 � �' - � .JlV�� 7' - 11 �� I C�� - �� V� " .J �/ CJin G�� GRID L1NE 2�?4 22 3" - 0° 5' - Q" 1 5' - 03/4"' 3' - 03/4" 204 SEE 1/A8.4 FOR TYP. STUCCQ '�'°°°°°°' wA�� asseMSCY 23 3' _ 0"' 2' _ 10" 1 2" - 10 3/4" 3' - a 3/4° 204 � 2Q5 EXTERIOR I INTERIOR ' ,' _ (2) LAYERS OF 15# FEI.T LAPS OVER BUILDING PAPER LAPS 24 4' - 11 1 /4" 6' - 9 1 /2" 1 6' - 10 1 /2" 5' - 1 1 /4" 205 OVER TOP OF FLASHING 1 112" ( ";I, �� ; MiN 2U� + WINDOW RE: WINDOW SCHEDULE EXTERIOR ' � , CEMENT PLASTER STUCCO W! 25 2' - 11 1 /2�� 7� ^ � � " � �� ' Q+� 3` - 1 1 /2�� GQ� � ° '' WEEP SCREED @ FLASNING � 3116'" SEALANT JQINT AND BACKER ROD =' � � 207 ( SPRAY IN EXPANDtNG INSUTATION . , �� 09 3' - 6" 4' - 0" 1 4" - C13/4" 3' - 6314'" 207 AND SHIM AS REQ'D ;, ' ` COPPER FIASHING �� , r WOOD JAMB PER INTERIORS tAP WATERPROOF MEMBRANE 2.7 %,7� " � �� ( �� " �� L. 8' - tJ 3/4" 0' - 10 3/4�� LUO OVER NAILING FLANGE AND /p /� *� r�/� p „ ` :=:.: CONTINUE UP UNDER (2) LAYERS ;�O Ejr - /�fr 7` - 11 1 /8�� 1 T �' � � 77 c.�� - V J�� GV V � �3�'_:_ ..., ' Frt.�... ` ' ' 15# FE�T U ... ,._ .. ..� � .........,,;��._.... ...... ._' ......„ m ,.: � - ;_.� :: ::: � � �:::::� 209 �� HEADER RE: STRUCT. OF2 EXISTING j n �,,'r - ': : SPRAY-IN EXPANDED FOAM 13 4t ' (11t 2" - 0�� G' - 0 314�� `t� � � �1 �� +Glt � ^�"-�---,,,w.�-----•- =,. ......� STUCCO J MOLd l! ;_' �. : � ........ - ` " . �; .. � �....�. ,; ; .._... • . , ...... ., .,,� �� . _�... . . .... .,, .�. . . ., ..�..... :- TRIM PER INTERIOR DOCUMENTS r� `, � .... .• TRIM PER INTERIOR DOCUM�NTS .., �-- .-.......: ' . -.... G � Q � ' -.. ri JAMB EXTEN810NASREQ'D � .'�',._..-....,.. �:_;'.r',. r^� ! LAP 1$T lAYER t�F WATERPROdF �G 1 210 - ' � � � MEMBRANE OVER SHEATHING '� '� ') .' � AND OVER NAILING FI.ANGE � g.; g �Ta � *� 3.1 $�.t £t F� i� �± `i E _•' � ', lAP 2ND LAYER OF WATERPR06F I `�� ° � %�� `�� ' ' � MEMBRANE OVER 1ST LAYER AND --- -°— 2X4 CEDAR WOOD TRIM TO MATCN k�� a� "` � .> , a � �� -�, � �, � C7VER (2} LAYER 15# FELT + EXISTIN .C'i 212 Y �� Qy� �t��'��„.� �� ` �za �,v�sis# Fe�T � 36 1 2 'I2 __�� ' � �'�� `- � 1 ' A '-' a � �� e�' a . � � , SEE 3/A6.4 FOR TYP. 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Date 02 . 13 . 13 Drawn by � ��J Ghecked by H [j . � sca�e 1 !4" = 1 '-Q" v A4. 1 UPPER L.EVEL REFLECTED CEILING � P � � � � � �� +-�� LEVEL �.� P � a �ii cv � � � ■ I� c°v ,. �r � ..,. cv _ _ _ _ __ __ _ _ _ _ . ut �i �iv I.KIlttfiH : MILMV Huuiii �iv �uts #: IJUI - UL is not possible , strap top plates with metal strap ties ( Simpson Sllyl or �qu � �p � � nt > . A B B R E UT A TI 0 �I LI S T � Roof Live �oad Snow - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80 100 sf `� , '^ � ( ) / p B . Floor or roof framin members must be a ! i ned to bear within 5 inches of the �=�� '= �" �`��. Roo f Dea d Loa d - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 5 s f g g A . B . A N C N O R B O L T L A M . �A M I N A T E D �,��'� ��`� 1�~ `�� P studs beneath . Q�� .- � � ��'�� Floar �ive Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 sf A . F. F. Af30VE FiNISHED FLQOR LLH LONG LEG HdR { ZONTAL � �` �' = �'�.« 3 � - - - - - P C. Provide 7 f16 " thick APA rated sheathin g ( pl y woad or OSB ) rat e d 3 2 /16 , ex posure 1 , ��, °�''`°��,a�� `�'°�;° ��`Y', Floar Dead Load _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 15 11d sf A . F . G . A B O V E F I N I S H E D G R A D E L L V L O N G L E G V E R T I C A L c,� � � . , � �,,� / p at exterior fqce of exterior walls. Block all horizontal joints and nail panels with 8d �� ADJUSTABLE LONG{ T. LONGITUDINAL ` J t ' Deck Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf nails spaced at 6 " along panel edges and at 12 " along intermediate supports . ANCH . ANCNOR LTWT. LIGHTWEIGHT � � `�# � �°�� Qeck Dead �oad - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf D . At beam bearing locations in stud walls , provide muitiple- stud posts equai ta width qpPROX . APPROXIMATELY LV� LAMINATED VENEER LUMBER ,,,�«, �� Wind { 3 Secand Gust) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9Q mph ( Exp . B ) of bearing member unless noted otherwise. ARCH . ARCHITECT �S� �AMINATED STRAND RIM MATERIAL �,�'' � � � �' . , � � ;�{ ? �. ; � � _ _ ¢ �, �,.; ; , Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT 2. interior Load Bearing Walls: �:. �.' a v �, � > >.. ;� l IBCfIRC Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2QQ9 A. fnterior laad bearing walls are 2x4 or 2x6 studs ( as indicated on plan ) @ 36 " a. c . 2x6 STUDS Q 16 " Q. C . W ; 1y2" LTWT. CONC . , TYP . �'``` `�� ' BD . BOA . ~ � ! � BLDG . � U1 �DING MECH . MECHANICAL with 1 j2" gypsum wallboard both sides unless noted otherwise . Cap with a double gLKG . BLOCKING MAT � MATERIA � YZ PLYWD . OR OSB ' SPECIAL INSPECTIONS: top plate installed to provide overlapping at corners and at intersections with other gM . BEAM MANUF. MANUFACTURER SHEATHING ' 6 " CONC . SLAB PER PLAN - �, ,. partitions . If overlap is not possible, strap top plates with metal strap ties g � �- gp -��-p,� MlN . MINIMUM � '�� ' � ` _� ��`� ' � a . Special Inspections shall be provided accarding to Section 1704. 1 and the statement af speciol ( Simpson ST292 or equivalent} , g . � . ��r. � � �� y,�� ( #� j NEW Y2" � x12" A . B , ' s @ 48" Q. C . � EXSTG. PLYWD . inspections as required by the Town af Vail . B , Floor or raof framing members must be aligned ta bear within 5 inches of the � R � g � �� SflM . NOMINAL IN CONT. TREATED 2x6 h' � b . Cantinuaus fnspectian shall be performed for fieid welding ( except singfe- pass fillet welds less studs beneath . CAN1". CANTI �EVER N . W. hIORMAL WEIGHT � than 5/6" ) , and anchar bolts where indicated an the foundatian plan . C. Provide ( 2) - 2x1Q headers over all openings in wall , with one 2x4 or 2x6 trimmer �. ,� , CpNTF20L JOINT O . C . ON CENTER 100' - 0 i �` ---- - --- - - - - - - - � � r��. c. F' eriadic inspection of steel construction elements shall include materiaf verification in and one 2x4 ar 2x6 king stud each end , unless noted atherwise . CMU CONCRETE �iAS� NRY tJNIT QPNG . OPENlNG T. O. SLAB � ° �' ° � � � � W � � � �' '`� � accordance with these drawings, manufacturer' s certificate of compliance, snug - tight bolted D . At beam bearing locations in stud walis, provide multiple- stud posts equal to width CEM . CEMEhlT OSB ORlENTED STRAND BOARD � ��"""a"" a { �� a' � jaints, Y4" and sm � iler welds, reinforcing steel , and anchors installed in hardened concrete . of bearinc� member unless noted otherwise . CLG . CEI �ING r'� PLATE _ � -°---- ""-'-�--'-"'°"""'- ° d Q �! U -� � � d . Tf� e sfiructurfll en gineer does not provide s pecial ins pections. Periodic observations of 3 . �loor Construction : � � �� ( {� � PLYWD . PLYWOQD � � � � ____ � � � __,_ � z � construction by the structural engineer are nat to be considered special inspections . A. Provide 3f4" thick APA rated Sturdifloor rated at 24" o. c . , tongue and groave , C�.R . C�EARANCE PKT. PdCKET ° � 4-" 4" � � � � � `�' ° exposure 1 . Glue and nail panels to all suppCrts with 8d nails spaced at 6 " aiong � p�. � �� ,� � R . C} . RC} UGH OPENiNG � � ��' - - - d I � � � � �, '��'�,,�'�i��ir��i��r. , EXSTG. F�O�R � FOUNDATION dESlGN : panel edges and at 12 " along intermediate supports_ Install sheathing with long CQNC . CONCRETE RAD . RADIUS EXSTG. 2x8 , 2 - 0 Jt�{ STS f- dimensian perpendicular ta joists and end joints staggered . CONN . CO�INECTION REF. RCFERENCE DECK JOISTS �`'%��r�� #5 DWLS x N � � ° � � � Z z �' • • X a . Design of individual and cantinuous footings is based on an assumed maximum allowable B , Provide solid blocking between floor joists at c� ll bearing locations . Blocking materiai �p� �, CONTINUOl7S REINF. REINFORCE /REINFORCEMENT � ��`ii C� 16 " O. C . -� � � � . �, +n � � `� � � bearing pressure of 2500 psf ( dead load plus full live load ) . shall match the floor joist material . CpNST. CONSTRUCTIQN REQ D REQUIRED i� c� J � 4. Roof Canstruction : �' p . CR � PPLE POST RET. RETAINING = 4" FQRM VOID & � a � � � b . Faotings sha { I be placed on the natural undisfiurbe�l soil , or compacted structural fill per the � � � � g" ( 2) - #5 s CONT. ~� recommendations of the L'Q� @ClltliCOl en � neer, below frost de th . A. Provide wind /seismic anchors at supports for all roaf joists and trussed rafters . � , �,�!, ,, #� , Pp �.E WAL� REV. REVISIORl 4" FC}RM VQID INSUL. PER AF� CH . � ° � EXSTG . FDTN . � '�` g g � See nailin schedule . HORIZ . TOP & BOT. ° �' c . Provide erawl space ventilation per lBC /IRC r� quirements. 9 D � L. DC�UB � E R . S . R �UGH SAW�1 � � WALL z � d . A re resentative of the eotechnical sn ineer shall verif soils conditians and t es durin B • Provide solid blocking between roof rafters and lookouts at all bearing focations . Q � T. DETA1 � SCHEd . SCNEDIJLE � � aa � g � � � � Biockin material shall match rafter, truss chard , or loakout matericsf . R LEDGER PER P �AN � N excavation . Because geatechnical informatian was not available at the time af preparation of 9 DIAG . D � t� GC} i� �, � SECT. SECTI0�1 - � � the construction documents, we have used assumed ualues based on sirrrilar sites in the area . 5. Wind Bracing : � ��. � �, �y�� y �. ��{ �� T � ¢ � Construction af the faundation may not prcaceed without verifying these values. Report any A. Exterior p { ywood or OSB wall sheatning is required unless specificaily deleted by � r��G . Dr� AWI #� G SiM . S{ MILAR �� .� x o d'rscrepc� ncies fram design assumptions to structural engineer for re- evaluation af faundation �� g �n ��r• � ,� . EACI-� S . I . P . STRUCTURAL INSULATED PANEL � SCALE : 31a " = 1 ' - Q" � U � v ciesign . E . J . cX ° A �3 � IQN il0( NT SPEC . SPECIFICATION � J STRUCTURA� STEEL: ELEV. ELEV�iTI �N SQ, SQUARE �� } REINFORCEQ GONCRE7E : ENG . ENGINEER STD . STANQARD a . S truc tura l s tee l s ha l l be de tai le d , fa brica te d an c l erec te d in accordance with the most current EQUIP . EQUIPMENT STL. STEEL editions of AISC Specifications and Code of Standard Practice . a . Cancrete design is based on the " Building Code Requirernents for Reinforced Concrete" ( ACI EQUkV. EQ4JIVA� EP� T STRUCT. STRUCTURAL 318 ) as adopted by Chapter 19 of the 20Q9 IBG. b . Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and EXSTG . EXISTaN � T&B TOP & BUTTOM angles shall be ASTM A36 . � b . Structura ! conerete shall have a minimum 28- day compressive strength of 3000 psi. ( E ) EXI ..TIf� G T&G TONGUE & GROOVE c . AI ! baits used in steel framing shalf conform to ASTM Specification A325. Anchar bolts and � �� }�QANSION T. O . TOP QF c . Concrete shafl be proportioned using Type I - II sulfate- resistant cement, Admixtures containing ,> balts used in timber connections may be ASTM A307. Bolt sizes shall be 3 j4 diameter chEoride salts shall not be used . EX �. EXTER# OR T. O. C . TOP OF CONCRETE � � unless noted otherwise. d . Coid weather cancreting procedures shall be provided as recommended in the AGI Manual of F. D . FLO�R DRAIN T. O. F. TOP OF FOOTING d . Ex ansion bolts shall be wed e t e " Nilti" or " Rawl " ar " Sim san " , ar a roved e uivalent with Concrete Practice. � � � p pp � FpTN . �OUNI? AT{ flN T. O. �. TOP OF LEDGE STI.. BM . PER PLAN e. Ex ansion bolts ond e ox anchors shall be Eocated at a minimum of 6 bolt diameters from the foflowing minimum embedments: p p y „ „ FLR . F�OOR T. O. M . TOP OF MASONRY concrete ed e and s aced at a minimum of 1Q bolt diameters unless noted otherwise. 1 . 1 f2 diameter - - - - 2 1 /2 9 p „ „ FRMG . FRAMiNG T. O. W. TOP OF WA�L ( 2) -Yz" � x4" LAGS f. Anchor bolts for woad sill piates shall be placed at 4' - 0" maximum spacing with one ancnar 2• 5/8 diameter - - - - 3 FTG. FOQT6NG THRU THROUGH bolt at 12" from each end or corner and a minimum of two anchor bQlts per piece. 3. 3f4" diameter - - - - 4" GA . GAUGE TRANSV. TRANSVERSE >, „ >, �> „ „ g . Concrete coverac� e for reinforcing steel : f. Epaxy anchars ca�lled for on the drawings shall be Epcon or Rawl or Simpson or appraved GALV. GALVAMZEQ TRTD . TREATEQ 1 . Goncrete cast against and permanentiy exposed to earth : 3" equivalent anchor systems. Minimum embedments , if not specifically indicated on the GEN . GENERAL TS TUBE STEEL COLUMN BUILT- UP STUD COL. 2 . Concre#e expased to earth or weather: drawings, shall be according to the manufacturer' s specifications . G. L. GLUE- LAM TYP . TYPICAL PER PLAN A. #5 bar and smailer � � I2" g . All welding shall be done by an AWS qualified welder. GYP . GYPSUM /GYPCRETE U . N . O. UNLESS N �TED OTHERWISE B. #6 through #18 bar 2" HDR . NEADER VERT. VERTICAL r�,� 3. Concrete nat exp+ased to weather or in cantact with grQUnd ; GENERAL REQUIREMENTS: HORIZ . NORIZONTAL V. I . F. VERIFY IN FIE�D W �� A: Slabs, walls, jaists ( #11 bar anci srnaller) 3f4" HSS HOLLOW STEE� SECTIC?N W. F. WIDE F�ANGE 4 SCALE: �/4" = 1 ' - 0" � „ a . Structural erection and bracing: The structural drawings illustrafie the completed structure � T. NEIGHT W. P . WATERPROOF � B, Beams, columns � � j2 with all elaments in their finak positions, properly supported and braced. The contractor, in INT. If� TERIOR W. W. F. WELDED WIRE FABRIC S � � � I--�i RE{ NFORCING STEEL; the praper sequence, shall pravide sharing and faracing as may be required during construction � NV. INVERTED WD . WOOD � to aGhieve the final completed structure. Cantact structural enginaer for consultation ( not in JST. JOIS7 W/ WITH � � � a . Detailing , fqbrication and placement af reinforcing steei shall be in aecordance with the ACI cantract} as required . K KING STUD Wf0 WITHOUT � � Manua ! o# Conerete Practice. b . Dimensions: Check all dimensions against architectural drawings prior to constructian . Do b . Excep # where otherwise nated an the drawings, reinfarcing bars shall can #orm to ASTM not scale drawings, �� F--�i Specification A615 and shall be grade 60 except ties, fieid bent bars where permitted by note �• �Qn �tructian practices : General contrQCtor is responsible for means, methods , techniqu � s , � on plan , or bars to be weCded , which shal [ be grade 40. sequences and procedures for construction of this project . Notify structura ! engineer of SLAB NOT SHOWN � � c. At splices, Ictp bars 44 diameters. Do not weld or use mechanicaf spiicing devices unles� amissians ar conflicts between the working drawings and existing conditions, Coordinate FOR CLARITY � specifically approved by engineer. requirements for mechanicalf�lectriealfplumbing penetrations through structural elemen # s with , '� "�'� � � '! -' 1� � - � � rt" '""" �" SEE DETAI � 5 /S1 � ��% , . d . At corners, make horizontal bars c�ntinuaus or provide corner bars. Around apenings and structural engineer. Jabsite safety is the sale responsibility of the contractar. Ail methods ��, r,, r,, r,, r,,��,, � � � � � � F4R 86v1 . RE1NF. ��,�� o� �� . ' " used for construction shall b � in accordance with the latest editions of the IBC IRC. !��J�� steps in cancrefie, prouide { 2)- #5 bars extending 2 - 6 beyond edge af opening ar step . j �,,�,,y,� L. ,w � °�d � ° xf d . Details not s ecificall shown on the dre� win s shall be constructed in a manner similar to the ��`,;;�,;' i � 'i � i � � � � BENT STL. BM . W/ F-�-d e. Extend reinforcing steel a minimum af 2 - 6 thraugh cald joints. Unless specifically located p y � � � �� , on plan or details, caordinate cofd joint locations with engineer. details that are shown for like conditions. These items shall be brought to tl� e attention af , � � GQNT. 2x �. f. E ox adhesive for reinforcin dowels shall be " Hilti " or " Sim son " or a roved e uivalent the structural engineer as soan as possible for approval . Approval sha11 be obtained prior to � 2 � Q � � DRIVE- PINNED TO TOP � P Y 9 P PP q � ..... ..... �... ..... .... ._ � �.. � � installation . � p �r�� x � ----' `� � �" � F�ANGE PER PLAN adhesive systems. Minimurn embedments, if not specifically indicated on the drawings, shall ( 2 } - # � �d , e. All waterpraofiing and flashing is the responsibi{ ity of the architect and contractor. � be aecording ta the manufacturer s specifications, � � � f. It is the responsibility of the contractor to contact the structural engineer at the appropriate � g . Metric bar size conver�ian table: � �. Ya." FITTED WEB time to perform site observation visits . (?bservation visits to the jobsite by the engineer are ST1FF`ENER EACH METRIC �90 #13 #16 �19 #22 #25 #29 #3� #36 for determination of enerQl conformance with the construction documents and shall nat be `�� 4�� -t � S{ DE OF WEB TYP . lNCH - POUND #3 #4 �5 �6 #7 �$ #9 �10 #11 � - „ � �� ,a h-i construed as inspection . 4 FORM VOID g . Though every effort is made to provide a complete and clear set of construction documents , � f ( 2)-Yz�� x4" LAGS, ONE STRUCTURAL WOOD FRAMING; discrepancies ar omissions may occur. Releas� of these drawings anticipates caoperafiior� c� nc( � EACH SIDE t7F WEB a . Exce t where note�i otherwise, all 2" nominal lumber, exce t studs, shall be Dau las Fir- Larch continued comrnunication between the contractor, architect and angineer to provide th � best � SEE DETAIL 6 /S1 � � �� p � � possibie structure . These drawings have been pr�pared for the use af a qutali �ied cc,ntraetcr � � � _ � FOR WALL REINF. STUD PACK PER PL/�N � � #2 and better, and all salid timber beams and posts 3" nominal and wider shall be Douglas experienced in the construction techniques and systems depicted. --- - -� � � Fir- Larch 2. T. C3 . �. ��; ��< � �� ` �� d `�,i ' # h . Existing structures. Cantraetor shall be responsible for verifying dimensions , elevations, � �: b . Studs shall be Stud rade and iaetter pou las Fir- Larch or Hem Fir. � � ��° � E � � ' ' ' �� 9 9 frarning , foundafion and anything else that may affect the work shown on the drawings . ; <�� ! �� c. 8 u i l t- u p p a s t s s h a l f c o n s i s t o f Q a u g i a s F i r- L a r c h o r H e m F i r #2 o r b e t t e r 2 x 4 a r 2 x 6 s t u d s t Jn der innin s horin an d bracin o f exis tin s truc tures s ha l l be t he res onsi bi ii t o f t he _��.� ��"'�' 1 � � � � ' ��` � ��° `�� """'� P 9 � 9 9 9 P Y fi �' £° ' �s �` � � �� , h per plan and shail be nai{ ed together with 2 rows of 16d nails t� 6 " on center along each contractor. >. �� , , p �, � �� , � ' � ;��,��. stud . � � �. �; �� , PERIMFTER DRAIN �„ �,> 4„ ,, F � � � ti d . B � ilt- up beams eonsisting of multiple 2x members shalf be nailed togethsr with twa raws of PER SOILS ENGiNEER -j � �� _ ,� 16d nai( s spaced at 12" on center, or with two rows of 1 f2" diameter thru - bolts spaced at � �� "� �'-��. � ,� � �� 24" on center. j � ' - q." ' � � - � .;� �"�-� � _.r ..,. � �. �� e. Top and bottom plates shall be Qouglos Fir- Larch or Hem �ir #2 and better, Plates placed �' ' � f�,`�� .� °��.� � �;�� 4 directly on concrete walls or slabs shall be pressure- treated Hem Fir �2. 7 SCALE; 3j�" = 1 ' - 0" � f � ��'� � f. Beneath solid or buiit- up columns noted an plans, biacking af area equivalent ta calumn 3 3 ,r = ,r �µ "�° �`�"'�° �� .. above shall be provided within floor joist spaces cand in wall spaces belaw. Qoar or window S1 SCALE: /4 = 1 -- 0 trimmers cansisting of a single stud do not require special blocking in the joist space. �� g . Except as noted atherwise, minimum nailing shai ! be provided as specified in the 20Q9 18C Table 2304. 9 . 1 . h . Botts used for wood framing connections shall be instaCled with standard washers tind nuts. I - JOlST OR LVL i. Unless noted otherwise, steel connectors such as those manufactured by the Simpson HEADER TO MATCH Company shali be used to join rafters, joists or beams to other beams at flush - framed 2 ' - 0 DEPTH OF F�.OQR conditions. llse all specified naiis. Connector �anditions nat otherwise noted shall utilize Type �4 DWLS x a 6 " CONC. SLAB PER PLAN � � '- � JOISTS U or Type Hl1 ht� ngers of a size speeific�lly designed for the member supported , as shawn in @ 24" p , c , �,,, � » � � t� � S � Ctet� �1 � � � �''' 1Ya LTWT. CQNC. , TYP . � � Y the manufacturer' s published tables. Contact structural angineer for d�tails as required . � � � j. Larninated veneer lumber ( LVL) shall have the follawing minimurrr praperties. 100 ' - 0 � - � - - - � � � drawn by 1 . Flexural stress - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 psi T. O . SLA � ° � 4 ° _ -' � � T� H _ o �- checked by 2. Modulus of elasticity _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 , 900, QQQ psi � 4 � �i � 3 . Tension parallel to grain _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 854 psi � 99 ' - 4 ° . ..�.Qa�� - mn � � ° ISS�I �d 4. Compression parallel to grai � - - - - - - - - - - - - - - - - - 2314 psi � i/ �%p�/ A/ r � r � 5. Gompression perpendicular ta grain ( parallel to glue line) 75Q psi � � ~ � � -� T. O. W. - r,-�,,� � if�`if`�i��i; � ( 1 ) - #4 CONT. HORIZ. 6 . Horizontal shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 psi �.. � �<.00� �°%`°r°'% i`�ii.``` PRUGRESS {� 2 f� 8 f 13 � ,�,��, � �,� , . 7 . Cannection of multipfe- member beams: � ��`�`'��' d !` PERMIT C} 2 14 13 � � �i� i /i A . Tap - ( oaded beams � � �`�,;'�i,; a i ) For rnembers 12" deep or lessi nail each member to the next with 2 rows of �' � °� 16d nails at 12 " o. c . � \ �. ° ii} For members greater than 12" deep , nail each member ta the next with 3 �' � � ,� � � ( 1 ) - #5 CONT. NORIZ. � MID - HT. 2 TYPICAL PLUMBING /MECHANIGAI� HEADER � � ,q �E ; 3 �q." - � ' � p " rows of 16d naiis at 12" o . c. � � Y4 KNIFE h' EXSTG . � � . G . �� B . Side- loaded beams y�rJ ( 2� - 3j4" q TRUSS ~ � �'� � ; ° ° r- i ) For two or three member beams, nail each member to the next with 3 rows TNRU - BOLTS ~' � ( �`\�� ' 4 4 -' „ � �., o i » >' #5 DW�S x � S E E F R A M I N G P L A N S of 16d nails at 12 o. c . � f` �1 i ; - >� � ii} For faur member beams, boit fhrough with 2 rows of 1 f2" diameter balts at � � � � � � - - - � � � _� � . _ � I �- � ° C� 16 O. C . � F O R H E A D E R S i Z E 12 " a. c. - �--- - --� � i � � _ � ^ e � v � _ � � � iii) For members consisting of more than four members, contact structural � �' d ( 2 ) - #5' s CONT. engineer. 3�4„ � ROD ` _ , � ,� �,� � �/4 " � � � , Q HORIZ. TOP 8c BOT. PROViDE A MIN p . All lumber used in construction shall have a maximum moisture cantent of 19 %. � ' � 6 ' � ' � OF QNE KING STUD , Sh � � � � � MIN . MIN . MIN . ' � T. O. �. ° '< G ° OR AS SPECIFIED ON q . Qrive pins specified an plan sha11 be powder actuated fasteners by Ramsat, Powers, Hilti , ar PROVIDE 3 � � � ; f ti� :. appraved equivalent. Fc+ stener and load size shall be determined accarding ta manufacturers MIN . dVERLAP 1 � � ��' � ' ° PLAN CUT 6x6 BUT. �HORD ( I � recommendatians far materiais being attacl� ed . C� KNIFE R. -�---- � � --*--- POSTS SPECI �fED QN PLAN r . Framing Nates: & REPLACE Wj STL. ,,-I j I � 1 . Exterior wails: ROD AS SNOWN �,i'� ( � PERIf� ETER DRAIN � INDICATE TRIMMERS 4NL.Y ANQ » �r » DO N4T INC�UDE KING STUDS A . All exterior walfs ore 2x6 studs t� 16 " o. c . to c� maximum height of 12' - 6 " , 2x6 EXSTG . � � PER SOILS E �1GlNEER `� � 4 studs @ 12 " o . c . to a mr� ximum height of 14' - 6 " , and ( 2} - 2x6 studs C� 16 " ta a � X �� 1 � ! maximum height af 17 ' - 4 " unfess afiherwise nated . Walls taller than 17 ' - 4" shall � E 1 ' - 4" � be framed with monufactured laminat�d studs, Contact engineer far spacing `�� ---��-�� requirements, if not indica #ed an plan , Cap with ca dauble tap plate installed to 8 SCALE : 3/� ,, = 1 , - 0 „ � SCALE: �j4" = 1 ' - 0» 1 TYPIGAL WINDOW/DQOR MEAQER � CALE : 3f4" = 1 ' - p „ provide overlapping at corners and at intersectians with ather partitions . if overlap � 1 S1 S1 JQB � 1301 - � 2 _ _ _ __ e ��.� �— �.� , � � , � ��,� � �4 ��f��s��, � � � � � � � ; ,;" `�, � �� a" 3`1 � "; �jFJ�,��E�� .�:Ei . w�a �� i n � � � � �' �� y s a , a &a�°r.s �� ?"" o ;�7 . � 34' - 0 " 6 � � �14. r � � � � � � � � � � I � � � ' "� � � _ _ _ _ _ _ _ __ � �, ��; ` � F � �� &� � � � 14' - 0 " 20' - 0" �� `�,�� Q� � � �,° , �� , � � � -�---- � �,,c�l� ; + � �� z �� -� � � � C f k � � •`LI � , 3 >, , „ � � � G � i l � � � � � i } 3 - 11 /�. 10 - 0 �/4 2 ' - 0 ,> � � > � a» 2 > _ a" i � �� l �-� ��'f�� € � � � 1 � „ � { � � � i `�',' � -�____._� � . � E - � � c � ,�o � s -r� a � � o . c . , -rY� . � � I I I I � � ( � € � � = � � � � �' � , � � � � � � � � I I I I � � � / � � m I ( ( E ) E� E M � _ � ; j S1 S1 � �, M � � � f w � ._ �� . s �_ � e � � ____.� .__ .� � � _._.__ �� _ � _ � � ` � I `Ut �' i � � � � � ,. ... .-�-� . . I � _ � � I � �' � � � \ � � � � ( ,3} � x8 3) - x8 � �� i � EXSTG . DECK JOiSTS , TYP . C � C} � �- rs� ,,- `t � � � � I I � � { BE�OW} � � � BEL�W} � � , =�— - „ , � � � °' � � � � � � 6 CONC . SLAB W/ �5 s � ( I - `� ,-. o � '� � GONTACT NGR . FOR _ C� 16 " O. G. EA. WAY � I I � p � � ° � � � � i � � � � � � fa � M f, I � � C O N N E C T I O S � D E C K , cv I I I !- " � C 4 N T A C T E N G R. D U R I N G o � TYP . � � I 3' - 6 x 3' - 6 x 1 '- 0 F T G. ° `° I I z � � � � r � `� ( 4 � � ( � I D E M Q F O R S 1 U D P A C K � C O N T A G T N G R . F O R W/ #5' s C� 1 2" O. C E A. W A Y � � � I � � '� c L �'- �, E X S T G . D E C K I � S 1 � AN C 4 N N E C T I O S t� D E C K I � � I I � v i LEDGER T P . ____ � � � ,,� W 8 21 R 10 19 R � - 1 x14 LVI,., � ,. � . � � � __ e _ _._. � __ !� � - ' .� �. . _ � ___. ._ ._._ n � � __ _.—. — ___. .�._._ 4�..-- ._.._ � I �} �- � �`�-�� FL SH � , , ._ � � � __. _._ �. _ . � _ ; i " cv T. O. W. = 99 ' - 4 -t° tJ� , � ,�,+ ( � `a I � � i � � � �- T. O. F. 9 f ' - 0 I � �� -��I_... � � ._1_ � � � ._ _.._.��..._ .� .�._ J � Z � r � ( 3) - 2x8 s ( 3 } - 2x8 ( � � �1� �) � E ` ` � I ( , � {v � g �- � i I „ � � � ! � �� ,��`-'� c`�� r . . . . . . ``- � � � I � � I � ( � ( � � I { -� I 3 � � L6x6xY4 W j ( 1 ) - /� �x5 EXR . � � � �- � � f �'�' I� �� I (� f { ( ( SIMPSON LUS28 > TYP . I � � S1 ANCH . C� 16 " O. C . � ! � � � � � � p �' ,, � � {- � • �� ! ( 1 � �-' � I � ! M I � I � � I f I � J I � � �� f I � � � ,� . � � DWL.. ( N } CONG WALl�S xTC7 ( � !"y" � � c� I � I � �M � I N 6 CONC . SLAB W �5 s I � ( ��` ( �` I ( � 0 � � � CONTACT ENGR . FOR ( ,,,'' „ � I � { �) Wf #5 DWL�S, x 24 C I � � � f.i■ � � � `�-#' � � i � � � � � I i I I � � � � � � I I � � CONPJECTIlJN PRIOR TD @ 16 O. C. EA. YVAY � � EPDXEED INTa /4 �x6 � � � ,i > �i � � � f I� � ( I � ( � � � DEMO I ____ � I ( � Fial..ES C� 8" O. 0 w/ 4" � ( ( � � � � � � 4 1 l¢ 9Ya LVL � I � � I � I � i I � � � �I E - -. - .- .- - - --1.._, I EDGE QISTANGE , TYP . ( 0 E ( FLUSM } I ! � �� I I ,� I I � } i - N �--_ �I �� J � .. _ � � �� f ' � ' � 9 f 1 � � i j �°° I ( I I � � � � � � � I � �I � °' I ! 1 � ! sf� �.sxsxY w 1 _ 3j „ � xs �Xp . � / SIMPSON LUS28 , TYP . � � � � I � I � 1 � � � , � I C � r` i I 1 � � � I 5 ANCH . 4C� 6 ( O. C4 1 � � ' � � I I I I I I ; � I I I I I I � I � I � � I�. -- — -_ _ __ __ __._ -- __ _' E r-__ _ --, ; , , � � s � � � � � E - 2x Q F R . � 01 S � 16�' 0 . � . � � ( ; ._ __ --- --_ __ _ ; 3 � � ( � � � � ._ _._ __ _ � ! i � � F � / � � �� ` ' � / j I I ( , �t , ` �� ! , � , � � , / � �� { � � � � I r � � � � � � � . . _.� . . � � C� - � = � — � � �� i � � �� ; � . _ __ _ E ; l � � � � � � � � 1 � EXSTG . FLOOR JOISTS , TYP . (� � � I fi I� I � � � � s —=�� ; � � _ _ � � � �� I I I I I I i ' ' I I I I � � � �-,� , - - �; � ! } �� f `,- I � � � - � I � ( � ( { I ��-� � � I � � � � , Exs �r� . �o �r�v . wa�� , TYP . � � ��' � � � � � � � � ( � I � I I � � ( ,,,,. -'�.`�" �-�. '' � ( �) � ; , � � ' `�— EX57G . FTG . , TYP . � � �-�, � � I � I I � - - � ' _ — — - - � � , ' 3 ; _ _ _ — : _ � � ( ( � ) � � � ) 13i� �Y��i. v� �F�.� rc � �' s � 1` ��f � � _" �--. — — — — — --� � I � �— .� L 1___ �1-- �T— � —� �-- �I a � , � � � � � � i i � � � � � � ; � � � � � � � � � � l � � � i T �- - � �� - � � c � - � � � �; { _ � , r --��__ _ � � � � � � � � � � iii � i � � i � ic � � � � � � . � � � � � � � � i � � � � � � ii � � ► _ ' _ _ _ �� _ _�-_ _ �j � , , a � � � � � r � � i i i � � � � — �— � i — ! —�=�— �-- �— ! —��- � =� —�= -=� �— � � — --- , � � J � } � � { f � � f � �� I � � � � � � � � � � f � � � ( � � � � ' ' � � ! I , � � � �� H I �I � � II � � �� a � � � i � � t E ; � � � � � i � � � ,' � I I I I 1 I I , � I � G E � � � ; r ; , ; : , �--__ __ __ � 1 � �" � � - _ � _ _i � _ _ � _ , � � ( � ( � ( � ; I � � I � E , ; � , ; � PLAN � � / � I � � � � � �f �� ! r � � � ° � r�' � j � � � I , , hJORTH � �F� � � , , j � � + �, I l I I I I I I � I I � I � � � � � � /�''� /,/�� l}� 1 ��\ �` r""�� ( � � � � � ( � X � � UI� � . 1 � iA . JLJ� SIJ � � I �� ll . h.� . � Ye.—� � � � � � V � � � � � � � � � � � � � � � � V � � � ♦ ♦ �� .JV � � � . � T ) } "" � } _'.. � � } �� '�1 T � k- ( � ( �-�� `5'�.3-�� : � � � � «� � � � � ( ( � � II i i I 1 � I PLAN NOTES � � ( E � _ ,,N 1 ax34 oR UV 16x31 _. � ._ � ��`�`' � � � � � � � �� ,� � I � � � � � ! ' ' I � I � �-- � � �-�- � ( � � � � ( ( � � � � w I � � � � � � � � 1 . ELEVATIONS OF CONCRETE FOUNDATI0�1 ELEMENTS INDICATED ON PLAN THtJS: � ( � � � �� --� ( � � � � � � � Q �- � - 1J/ x9Y� VL '-' _ � � _ � � � p � � _ � � � � i ( T. O. W. - TOP OF CONCRETE WALL T. O. F. = TOP OF CONCRETE FOOTING � � � � ► f ��1 �-� � � � � fi �° � 1 � � 1 � � � }-� � � � � � � ( � j � ( � � � � � � TNESE ELEVATIONS REC.ATE TO 100 - 0 AS A REFERENCE ELEVATIt�N AT THE �QWER � ►"-,.1 � � � — --� � � � � � ( ( � �� i � � � � F�OOR , AND DO NOT REFLECT ACTUAL SITE ELEVATICINS. E"�'� � 1 -�---�- --- 1� � l � � cy � � E � 2x1Q F . J IST @ 6 " . G . � '� � ( � XST 'U' . U � PER I � I � N W U PE � I � � ( , � I � .�..� �-? .__,_, � � � �' ( ( 2 . TOP OF FOOTING ELEVATIONS ARE BASED O�t FINDING ADEQUA7E SOIL BEARING �� -��' �� (�� J-�-°� � �� OOT ftiN � Ft�OTP �INT� � f � � CONDITI4NS AT THAT DEPTH . CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED . �`—� ._ � = �.. � � " I � I I _� fi� — I _ 1 _ 1 — I— I - - — _ � _ � _ I _ c � � � � � � Q �-- -o�� I I � I � � � � ( ( �� { � � °� � � � I� � � � C�.� ` � � � �� — � � � J � � 3 . POSTS FROM ABOVE ARE INDICATED . LS9 � II I� i, X � � �� `� � I W 14x 4 Q W 16x 1 I � -t If�`#�f� — i �— -��- � � � ) � � �` ��-_ �. -�. � � -- �. — ^ _ � � � � � � _. _ � _ � _ � � � _ _ � � � __ 4. DO NOT SCALE DRAWINGS. � �--y � � ► I � I � �i � I I � TI � � I � � � �- }.� ____ '� � ,- c� ( EXSTG . FQTN . TYP . .� ._ ._ _ � � �-�-��-9 (� �a � I � I �� , 5 . � E} REFERS TQ EXISTiNG CONSTRUCTION ( - ) f { N ) REFERS Td NEW C4NSTRUCTION ( ) . � �,J �� ____ .� �. � � � � i � � ` a � � � � , _ � X , � �!� . �� Q � � �-� � � �, 2 �� ! o. � . � i � � ; ; �► � � � � � s---� �� ; � �� PLAN NQRTN IYI � ( 1 V � � � 4�J f� � i� � �� P LA N SCALE : 1 4 „ _ � , _ � „ , � � ,,�� _ : _:.�� ,�� PLAN NOTES F(� R NEW FRAMING : �~ , � P, �� , � �� - �� _� � r`� � �,� �� , m, � �° � � � 1 . NEW POSTS BELaW ( 4RIGINATING FROM THIS LEVE� 4R AB (JVE) ARE INDICATED : ■ ° ,-�;�� ' �.�. � C� � Sigp �d l� y RSS .� ._� ... .,�� ti �r ..��.��.,��:��.. t� ON - GONTINUOUS POSTS FRQM ABOVE ARE INDICATED : � � _ � ; � r� �,� b RSS SINGLE STUD TRIMMERS TNAT DO NOT REC2UIRE BLOCKING BELOW ARE INDICATED : / � � ��- m1-��° .. �, �. . ._��, .q,, Y 2. A�L PQSTS ARE LABELED AT THE TOP . r� N��:� �� µ . � n.,� ,� , , GheCked by TDH �am 3. { E ) REFERS TO EXISTING CONSTRUCTION ( --- -- - - - - ) , ( N ) REFERS TO NEW CONSTRUCTION ( ) . issued PR {JGRESS 02.f Q8 j13 PERMfT 02 /14,/13 sheet a _ JOB �� 3 (� 1 - Q2 _ _ . �`3 �`*- `-�a t .. �..�` 1 � il �: ( � f`v?`'`�, �' ��"'� v e � e .��{'�°�� "�, X .p S t3 �/`�.;/ `e ! � 0� {� i �—.�j �U . Y 3`� 'i, . . . ��W`, F, b f{ f .� �". „ ," 'y� l/ W g 4 . �, "`� ,� -�� v a. � N ^1 4t F 0 !v{ o � r;; � � ; �_� t, � � � � �",,_.. � ,�� , ., � 3 `4` pL..: .... `/� \ � �ff .�i � Ll�•; �1 f�S ( 4 'r3Ji9 �+�\.,�� 1 �t�, ') �� r ��411� b�1 � ti�.�� i�. . : ; � �L3iv�' � � � � � r�? •-- rn U � � � z rn _ T3 .—` r-, p � fl � �� `"" � �"�ti .�:1 h'�� ,�1 z �' X �1� �` �`c� '�` Q •� � � � L�� L�� TTT � � � �1 � � � � ��? � '� ? Z � i _. _ c ►- �-�-_�� -�- _-�- �_�- �� _ � �; :--,- � ---� �- -� - � . :.,..�- . � - � . -� . � - � . -�: . � - �- -� ° � �,, � _ . ; , � � �1 � � � , , �. ��l� _____ I _._.. I ._.�1_ � � ____ _l_ _. � _� � ___ �_��-,m� , �- _ --�� t-- _ —� �. � � � � i i r- � _ _..� �� .� � c, ! � 1 , � � 1 �y�• � �' v .e.._ .� � ` � ____ .� ..__. �. ____ � � ! __� 1 . � � 1 Y\ /'' � —� � � ._._. � ____ � _ _ �_ � EXSTG . WALL, TYP . 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NEW POSTS BE�C}W ( ORIGINATING FRQM 1`HIS LEVE� OR ABOVE) ARE INDICATED: NON — CONTINUOUS P4STS FROM ABOVE ARE INDICATED . � iSSUed SlNGLE STUD TRiMMERS THAT DO NQT F2EQUIRE BL4CKING BE�OW ARE INDICATED: 1 SINGLE STUD TRIMMERS TNAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED; � 2 . ALL POSTS ARE LABE�ED AT THE TOP . 2 . ALL POSTS ARE LABELED AT THE TOP . PROGRESS Q � �{� H,I1 � 3. EXISTING CONSTRUCTIO�J IS fNDICATED THUS ( - - -� - - - ) , NEW CONSTRUCTION 1S INDICATED THUS ( ) . 3 . NEW FLOOR SHEATHING IS 3/4" TONGUE AND GRQOVE APA STURDIF�OOR , EXP . 1 , SPA �J RATING 24 O. C. i�� '� �� PERMIT (� 2 /14 � � ,� � � � � �`�� :� �°`� � �� 4 . { E} REFERS T� EXISTING CONSTRUCTION ( — — — — — -- } , ( N ) RE�ERS 70 NEW CONSTRUCTION ( } . '�� , � �,� �' �� n �w�.� � � .�� .� ...�� .�� .��..� �.��,�� _�_��_��, �� s � �� .� � ��m �,x��s�� sheet b � � a � � � � Q � - o �