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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 1 (7) ABBREVIATIONS MATERIALS LEGEND PROJECT DIRECTORY OO 2004 42�40 ARCHITECTURE. ���. ���E pF CQ[p��4 OWNER STRUCTURAL ENGINEER INTERIORS c„� �J A.C.T. — ACOUSTICAL CEILING TILE MTL. — METAL Voil Resorts Development Company Monroe & Newell Engineers Slifer Oesigns, Inc. pp'^^.L E. R. . AES – ARCHITECTURAL EXPOSED STEEL M.R. – MOISTURE RESISTANCE EARTH CERAMIC TILE ROUGH WD. BLOCKING 137 Benchmark Road 70 Benchmark Rd., Suite 204 216 Main Street �C- 100 ��vj���,� I I I�I I I � –��''--- P.O. Box 959 P.O. Box 1597 Edwards, CO 81632 �r, . , A.F.F. – ABOVE FINISH FLOOR MWP – METAL WALL PANEL Avon, CO 81620-0959 Avon, CO 81620 � _, _. ALT – AL.TERNATE NA – NOT APPLICABLE ' • .- ° CONCREfE (Section) � GWB � SHIM/BLOCKING lir ALUM – ALUMINUM N.I.C. – NOT IN CONTRACT p ` �r` �_ .S.r ,� BLDG. – BUILDING N.T.S. – NOT TO SCALE �_� CONC. PAVING (Plan) � PLASTER W/MTL LATH � PLYWD. (Smale Scale) MECHANICAL ENGINEER ACOUSTICS t �,, CJ – CONSTRUCTION JOINT O.C. – ON CENTER AftCHITECT OF REGORD 42 40 Architecture Inc. M–E Engineers, Inc. Sonics, ESD C� – CENTERLJNE O.D. – OUTSIDE DL4METER � " <'�1 MARBLE � ACOUST. TILE PLYWD. (Large 3cale) � 48 E. Bewer Creek Blvd. 130 1 /2 Dunecrest Avenue - -- 1621 18fh Street Suite 307, P.O. Box 5740 Monte CA 93940 CLG. – CEILING O.f.C.l. – OWNER FURNISHED, CONTRACTOR INSTALLED Suite 200 ry' CLR. – CONCRETE MASONRY UNIT O.F.0.1 – OWNER FURNISHED, OWNER INSTALLED � GRANITE � GLASS BATT (NSULATION Denver, Colorado 80202- 1267 Avon, CO 81620 �.^ VJ C.M.U. – CLEAR OPP. – OPPOSITE HFWD CRUSHED ROCK � STEEL/MISC. MEfAL RIGID INSULATION W C.O. – CENTER OF PC – PRECAST CONCRETE C.O.F. – CENTER OF FLUE p.LqM – pLpSTIC LAMINATE CONCRETE BLOCK ALUMINIUM ' ' � : � a: GROUT�MORTAR CONCEPTUAL DESIGN ARCHITECT FLECTRICAL ENGINEER WATERPROOFING � � COL. – COLUMN pLYWO – PlYW00D Hart / Howerton, Ltd_ M–E Engineers, Inc. Wiss. Janney, Elstner Associates, CONC. – CONCRETE pN – PROJECT NORTH GTrrr�7�7� BRICK FINISH WD. TRIM CARPET 216 Moin Street �0200 48 E. Beaver Creek Blvd. Inc. rT� Q C.O.W. – CEPffER OF WALL �(��n � � Edwards, CO 81632 Suite 307, P.O. Box 5740 10887 W. Asbury Avenue 'r� a P.T. – PRESSURE TREATED Avon, CO 81620 Suite 110 CT. – CERAMIC TILE pTD – PAINTED STONE Lakewood, CO 8Q227 A � CPT. – CARPEf R – RADIUS �� ��"'/�� /� D.D. – DESIGN DEVELOPMENT RCP – REFLECTED CEILING PLAN VJ ~ � CIVIL ENGINEER LANDSCAPE CODE CONSULTING DU1. – DIAMETER RB – RUBBER BASE Alpine Engineering, Inc. Dennis Mderson Associates, Inc. Rolf Jensen & Associates, Inc. W � i� DWG, – DRAWING RE: – REFER TO P.O. Box 97 P.O. Box 1387 1324 15th Street � � �O (E) – EXISTING REQ�D – REQUIRED Edwards, CO 81632-0097 Edwards. CO 81632- 1387 Denver, CO 80202 � EL. – ELEVATION R.O. – ROUGH OPENING � � V FD – FLOOR DRAIN R.O.W. – RIGHT OF WAY A ,y� FEC – FlRE EXfINGUiSHER CABiNETS SC – SOLIO CORE GRAPHIC SYMBOLS w � � F.H. - FlNISH HEIGHT SHT - SHEET W � FIN. - FlNISH SIM. - SIMILAR � F.F. - FlNISH FLOOR SIP - STRUCTURAL INSULATED PANEL � C/� F.F.L. - FINISH FLOOR ELEVATION SS - STAINLESS STEEL �� SECTION DIRECTION —� � � � F.R.T. – FIRE REfARDANT TREATED STD• – STANDARD T� ROOM IDENTIFlCATION ENLARGED/DEfAIL SECTION w O FRP – FIBER REINFORCED PLASTIC STL – STEEL ow,xnr,c Nu�e� — 1 /A000 '_yJ a ROOM NUMBER SHEET NUMBER � F.O. - FACE OF STRUC. - STRUCTURE (STRUCTURAL) FRP - FIBER REINFORCED PLASTIC T.O. - TOP OF SHEET A401 - O FEC – FlRE EXffNGUISHER CABINETS r.o.e. — ToP oF s� SHEET A403 - �TCHLINE VICINITY MAP I � F.F. - FINISHED FLOOR T.O.D. - TOP OF DECK DOOR IDENTIFICATION FVC - FtRE VALVE CABINET T.O.R.D. - TOP OF ROOF DECK T01 � DOOR NUMBER __ _ �_..-- - GALV. - GALVANIZED 7.O.F.D. - TOP OF FLOOR DECK GWB. - GYPSUM WALL BOARD T.O.F.F. - TOP OF FINISH F100R —1 � � ..�� G.C. - GENERAL CONTRACTOR ELEV. REF DATUM POINT O T.O.C. - TOP OF CONCRETE Q ocvr�awnav6wesa GFRC - GIASS FlBER REINFORCED CONCREfE T.O.P. - TOP OF PARAPEf NflNDOW/LAUVER 7YPE —� � GYP BD - GYPSUM WALL BOARD WINDOW/LOUVER IDENTIFICATION s� � T.O.R. - TOP OF RAIL m VAIL RESORTS HDWR. - HARDWARE S � �a eRa DEVELOPMENT TOS - TOP OF STEEL � 2 H.M. - HOLLOW MEfAL 7Yp. _ 7ypICAL REVISION NUMBER—� REVISION NOTE REFERENCE cII � � (� H.P. - HIGH POINT 7 ROOF SLOPE > ��C COMP U.N. - UNIT NORTH -�D HT. - HEIGHT U.O.N. - UNLESS OTHERWISE NOTED g � AVON, CO RADO LANDS. - LANDSCAPE VCT - VINYL COMPOSITION TILE �� ���—�_ #� � � a ,�� .� LP. – LOW POINT V.I.F. – VERIFY IN FlELD FIRST LEVEL MACH. = MACHINEO W� _ y�}� �_��,�. FlNISH FLOOR ELEVATION – GRID LINE . ns R��9e �oop� r�d ��� . � , ,1 M.D.F. MEDIUM DENSITY FlBERBOARD yyD. - WOOD ELEVATION HEIGHT� L10 s ���rs 4 � � � I MFR. - MANUFACTURER W�0 - WITHOUT SLOPE DIRECTION � Orysh °�"", �� MIN - MINIMUM WWF - WELDEO WIRE FABRIC Q @aa MIR - MIRROR (OPPOSITE HAND) FlNISH CEUNG � 07 � A� �"�`� a DB4IGNAACIQIECf E���G' CEIUNG HEIGHT REFERENCE ��p A BUILDING TRANSVERSE � ��g.��� . HART � HOWERTON CLF�1R HdGHT � NUMBER GRID � (�� - - `>`�_-. t�riwYOwc.ateavronx GENERAL NOTES Rd� w "s Fr�ta ��,.,,�►.� DRAWING NUM �j asotauoseNSwerlm�wm�s,u�c AVON,ODIAHADD � , THE CONTRACTOR SHALL CAREFULLY STUDY THE CONTRACT DOCUMENTS AND SHALL � � � � LONGITUDINAL GRID � FOPeSt Rd . '�""T"`"'�°`°""�.`�` AT ONCE REPORT TO THE ARCHITECT ANY DISCREPANCIES, INCONSISTENCIES OR _ BUILDING SECTION REFERENCE �t -��� AVON COIABADo OMISSIONS DISCOVERED . s►+�r NuMe�R - �i �oi� Grte«t�''°�' ���,�,ING 2 . ALL WORK AND MATERIALS ARE TO COMPLY IN EVERY RESPECT WITH THE LATEST �• A WALL TYPE REFERENCE v�� REQUIREMENT OF ALL APPLICABLE LOCAL CODES, LAWS, ORDINANCES, STATUES, WALL LOCAiION� REGULATIONS AND THE DIRECTION OF THE BUILDING INSPECTORS. REGULATION AND Wa.� rn� I'R�IECTNUMBER: �o•ao DIRECTIONS ARE TO BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS, ��NG NUMBER � gUILDING ELEVATION REFERENCE EXCEPT WHERE EXCEEDED HERE(N . S''EET "�"rB�r - �� isstm �visioN bnre 3, THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, AND TYPICAL DETAILS OF N oa coNSrnoc CONSTRUCTION . THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION WORK NOT �� "�"�` EXPRESSLY DETAILED SHALL SE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE � �� FORPBRMIT oz23.oa i :�'. . DETAILED . WHERE DISCREPANCIES OCCUR, THEY SHALL BE REPORTED TO THE _ �"'F" � 1 AO 0 os/os corrsrnoc os.i3.oa URAWII� NUMBER�-� Q BLDG. 2/CONST. 09.02.04 ARCHITECT FOR RESOLUTION . ��� INTERIOR ELEVATION 4, ALL DIMENSIONS ARE TO FACE OF GYPSUM WALLBOARD UNLESS OTHERWISE Pu�N, SECTION OR OS BIDG. 3/CONST. 09.24.04 SPECIFIED. ALL ELEVATION MARKERS NOTED ARE TO TOP OF FINISH FLOOR AND � "U"'� � ELEVATION DEfAIL ROOF DECK , UNLESS OTHERWISE SPECIFIED. DO NOT SCALE DRAWINGS . ( 09 sLnc. a/coxsr. io.ii.oa � 1 �o 8�. 5,��.. �ozs.� 5, AL� MATTERS RELATED TO COLOR, TEXTURE, DESIGN AND INTERPRETATION OF PLANS SHA�L BE REFERRED BY THE CONTRACTOR TO THE ARCHlTECT. sB x�rni. coxsr oi.os.os 6A/7A/8A/9A/l0A/11 g, SITE BOUNDARY LINES , BOUNDARY DIMENSIONS , BOUNDARY DECLINATIONS , AND EXISTING GRADES WERE PROVIDED BY THE OWNER FOR REFERENCE ONLY. THE �nr. coNSr oi.o3.os CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED AND VERIFIED THE ACTUAL , i6 nnnErmuM s 05.16.05 GRADES, LEVELS, DIMENSIONS AND DECLINATIONS AND THE TRUE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 7 , THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE ARCHITECT. APPROVAL OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS OR OMISSIONS CONTAINED WITHIN SUBMITTED DRAWINGS; APPROVAL IS FOR CONFORMANCE WITH DESIGN ONLY. 8. THE ARCHITECT AND HIS/HER CONSULTANTS SHALL HAVE NO RESPONS161LITY FOR - THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS, TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE. SUCH GENERAL WORK, IF REQUIRED, IS TO BE COMPLETED UNDER A SEPARATE CONTRACT. INFORMATION 9 • ROAD AND STREET CLOSURE: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO � REVIEW ROAD AND STREET CLOSURE AND PROPERTY LINE INFORMATION PROVIDED BY I THE OWNER, AND TO CONSTRUCT THE PROPOSED IMPROVEMENTS WITHIN SAID CONSTRAINTS. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH THE LEGAL DESCRIPTIONS AND SURVEY INFORMATION G OO � AND SHALL AT ONCE REPORT TO THE ARCHITECT AND THE OWNER ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. 0 � � � � � I � • � {% ` ...fT'�;?F � ` H��;..���* '1: S �`f`_.+` 2 . . '� s '_ Z s'�t1��• �R -s�!Ua'_ - rZ-�t.sh-� �`2��''>�;. �i �� �� �: � 'l i f 9t L�. 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L �. �... # L Y.-�$� - 9j. �• � � � � ` u ot $� � _ _ � � � � � � . / . , , ��, / ' ' �j�� � \y'a Building Area Tabulations Code Notes Q 2004 42�40 ARCHITECTURE, INC. Residentlal (lt 3) Parking Garage (S-2) Residenlial (R-3) Parking Garage (S-2) �F ��� Bnilding No. Unit No. Type Level Aren � g Area Bailding Na Unit No. Type Level Ares Room s prea I• �PLICABLE CODES (PARTIAL LISTING): 6. Exterior Projections (Sect. 704.2, 1406.3, 602.4 & 2302.2) `��-`4. �l���✓ 1 16 A Garage 1704 Garage 16 8t Stor. 730 Title $) RecNited W be of Type N Constr�ction E ��� ^ � A Main 1941 A. Tntenoatianal Building Code (2003) J�t���:�' ": �J B. S c Room Enclosures & S tions � � �' 4.� A Upper 912 B. Intemational Mechanical Code (2003) Pecifi �P��Y eP� c,� ' , l Unit 16 Snbtotal 4557 C. International Plumbing Code (2003) 1 . Parking Garage (S-2) 0-hour Fire Barrier (when sprinklered) ��` '"- '� ` � D. National Electrical Code (2002) (Sect. 406.2.7 & Table 302.1 .1) . , �;% •. ��: 1 15 B 1208 15 8t Stor. 705 E. Intemational Fire Code (2003) 2. S 2 w R-3 3 hour Fire Bamet _ _____ _ Garage Garage F. IntemaUonal Energy Conservation Code (2003) (Sect. 508.2 and Administrative Modification Request) B Main 1347 G. International Fuel Gas Piping Cod� (2003) B Upper 959 � Unit 15 Snbtotal 3514 C. Cortidocs (fully sprinklered bldg., Table 1016. 1) w Bailding 1 Total SO'71 Occupant Load Served Rating V II. BUILDING SiJMMARY 1. S occupancies greater than 30 0-hour Fire Partition � O 2 14 B Garage 1218 Garage 14 8c Stor. 761 6 6 A Garage 1704 Garage 6 & Stor. 1215 A. Project Description. One Floor below grade: parlcing garage (S-2) w ►�-� B M� 1357 A M� i�}1 T� ��: 16 residential units (R 3) D. Vertical Exit Enclosiues (Sect 1019.1) A � B. The atlowable azeas, types of conshucNon selections, areas F..� � B UPP� 959 A UPP�' 912 1. Connectmg less than 4 storiea 1 hour Fire Barrier I � Q � separations are based on alternative means �d methods U n i t 1 4 Sn b t otsl 3 5 3 4 U� 6 5��� 4 5 5 7 t h r o u g h t h e Adm i n i s h�a t iv e M o d ifi c a t i o n R e q u e s t b a 4 e d o n E. S h a ft E n c l o s u t e s (S e x t 7 0 7.4) �T.� H � Se�ction 508.2 of d�e 2003 IBC. For the puipose of � � determining heigl►t and area limitations the structures aze � 2 13 B Gazage 1208 Garage 13 8c Stor. 802 6 5 A Garage 1704 Garage 5 & Stor. 1350 1. Penetrating between 2-Hour enclosure w/ 90 min. door � O 1347 1941 evaluated s�arately. B Main A Main S-2 & R-3 Separation xj Q V C. Mixed occupancy classification is propos� as non-separated uses ,� B Upper 959 A UPP�' 912 within arkin S-2 in order to detemm�e construction classification. w P B �� � ) F. Fire Barrier Requirementa (Sect 706) � �t� Unit 13 Sabtotal 3514 Uait 5 Subtotal 4557 Occupancy separations are not required except where noted below. w � y Beilding 2 Total 7048 Bnildiag 6 Total 9114 (� 302. 1& 302.3. 1) G. pp��ng prot�tives Rec�uirements (S�t 7] 5) � D. The building will be fully sprinklered in accordance wi� Sections V Z 903.2.9, 903.3. 1. 1 & 903.4. H. Duc� & Air Transfer Openm� (Sect. 716 8t Adminishative Modification R�uest) 3 12 A Gaiage 1704 Gaiage 12 & Stor. 848 9 4 B Garage 1218 Gazage 4 & Stor. 812 B. Highest occupicd floor above the lowest level of Fine Il�ern w access = approx 10'-6" ft. Building is noi a high-rise. ( 1 . Fire dampers are required at fue walls, fire bartiers, 8c fire paititions. (716.5) �-+ A Main 1941 B M� 1357 403.1) Fire and s�noke dampers are required at shaft enclosures. (716.5.3) � a � A Upper 912 $ UPP�' 959 F. Allowable Building Height (Sect. 504.2): O Unit 12 Snbtotal 4557 Unit 4 Subtotal 3534 I. Concealed Spaces (Sect. 717) par�ng garage.(S-2) Unlimited S.F. � residential (R 3) 4 stories / 60 ft. 1. Fireblocking not required in non-combustible conshuction 3 11 A Gazage 1704 Gerdge 118t Star. 820 7 3 B Garage 1218 Garagc 3 8c Stor, g86 r,, ��le Building Area (Table 503): 2. Floor 8c Attic Draftstopping not required in non-combustible construction - ---- - A Main 1941 B M� 1357 - ---- parking g�age (S-2) Unlimited S.F. VI. FIItE PROTEGTION SYSTEMS Unit 11 Sn6total A U�� �7 Unit 3 Snbtotal B U�� 3534 residential (R-3) unlinvted � o.�,�voB�m,� Building 3 Totxl 9114 Bnilding 7 Total �p(g H. Building Occupancy Classifications : A. Automatic Sprinkter Systems (Sect. 903.3.1 .1) VAII. RESORT'S Use ���� B. Standpipe Systems (Sect. 905 & 2003 IFC Dry Manual Class n DEVELOPMENT I 4 10 A Garage 1704 Garage 10 & Stor. 1161 8 2 A Ga�ge 1704 Ga�ge Z & Stor. 845 P�'��S g�Se �S-2� S'2 C. Po�ble Fire Ex�nguishers (Sect. 906 &2003 �C Class n ��,�� ! A Main 1941 A M�n 1941 residential units (R 3) R-3 ,u�a� oA�oRn � A Upper 912 A Upper 912 I, Construction Classification (Table 601): D. Fire Almm and Detecrion Systems (Se�. 9� Unit 10 SnbboW 4557 Unft 2 Snbtotal 4557 Use Cla��ficah°n VII. EGRESS REQLT�V�S � � , �,� P�'�nS S�'$Se �S-2) TYPE IA � 4 9 B Gacage 1218 Gatsge 9 dt Stor. 995 8 1 B Garage 1208 Gatage 18t Stor. SQ�4 �i��� �� �-3) TYP� � o""'a`. �°"'°°° A. Doors (S�t. 1008) B Main 1357 $ M� 1347 d. Occupant Load Factor (Table 1004.1.2): ��� � Occ. Load Factor B. Stairways 8c Raznps (Sect. 1009 & 1010) B UPP�' 959 $ UPP�' 959 Occupmicy Use: (sq.ft./person) DffiIGNABCF¢IEC.T Unit 9 Sabtotat 3534 Unit 1 Subtotal 3514 parking garage (S-2) 2� � C. E�t Access (Sect. 1013) HAR����E� N I Bnilding 4 Total 8091 Buitding S Totxl 8071 residendal units (R-3) 2� � 1 �vm���ceaf Egress Travel (to be included witk►in the permitted 5 8 A Gatage 1704 Garage 8 & Stor. 975 HOA Total 1098 � �oE�.�.� I III. ACCESSIBLE MEANS OF EGRESS D. Eut Doorways and Minimum Number of Exits (Sect. 1014 8c 1018) �var,,co� A Main 1941 Stair 1 8t Mech 400 1. Two exits required, three exits provid� ��.,��,U.��..�.. �,cua�,a A. Exit Stairway Width x-g��.n.,c � A Upper g12 Stair 2 & Mech 695 l. Clear 48" width between handrails not requir�i in fully sprinklered E. Faiit Access Travel Distance (S�t 1015) A°°`'`'CO70'�DO ' Unit 8 Sabtotal 4557 Boile,r Room q47 buildings (Sect. 1007.3, Excpt 3) L Less than 400 feet (Table 1015.1) �LBt''�� Fire Commaad 89 B. Exit Stauway Areas of Refuge ����.� I veo,coww�uo 1. Not uired in s ered buil ' Sect. 1007.3 Ex t, 3 F. Emergency Escape and Rescue Openings 5 7 B Garege 1208 Gazage 7 & Stor. 984 Re�ivit►g Room 102 � �' �°kl �°� � � � � 1 . Does not pertain in Group S-2 B Main 1347 C. Exteriar Area for Assisted Rescue (Sect. 10(17.8) mo�scr Nu�Ex: zo�oo.00 � B Upper 959 T�1e� 24547 1 . Required only where the exit dischazge is not accessible (Sect. 1007.2, Excpt 1) � D.I.HER REQUIItEMENTS �ssus �svrsION DAr� , Unit 7 Subtotal 3514 Residentlal (R 3) 64648 Par�ing Garage (R 3) 42071 IV. PARKING CALCULATIONS . oa coNSr noc II Bnil 5 Total 8071 Total Total A. Interirn' Finishes (Table 803.5) � 2 PARKING SPACES PER i7DIIT x 16 UDiITS 32 1. Class C gox rExhn'r o�.z3.oa GUEST SPACES IN T[JNNEL 18 TOTAL 50 B. Ventilaaon (Sect. 1203) os/� corrsrnoc os.i3.oa m B�nc. z/coNSr. 09.o2.oa C. Lighting (Sect. 120� � BIDG. 3/CONST. 0924.04 V. FIRE RESISTNE REQiJIItEMENTS FOR PARKiNG GARAGE (S-2) D. Sound Transmission (Sect. 1207) 09 sinc. a/coxsr. io.ii.oa A. Fire Resistance Ratings for Building Construction T"vpe IA (Table 601): E. Energy Efficiency (Sect 1301) io stnc. s/coNSr. ioas.oa I 1 . Stcuctural Frame 3-fiour 2-hour (where supporting mof only) � F. Minimum Plumbing Facilities (Seck 2902) ss �nt. coxsr ot,o3.os i Z. Floors (incl. supporting beams & jats.) 2-}IOUi 6A/7A/8A/9A/lOMll 3. Roofs (inci. suppcn�ting beams & jsts.) FINAL CONST o�.o3.os a. less than 20 8. above floor 1 1/2-hour i6 ADDENDUbf 5 os.�6.os b. Roof coveting (Table 1505. 1) Class B 4. Exteriar Walls i a. Bearing Walls 3-hour, non-combustible b. Nanbearing Walls not less thaa� that required by other I sections of the code __�.__ - - � c. Maximum Area of Exterior Wall Openings (Tabie704.8) �1 (for a fully sprinklered building, Sect. 704.8. 1) C 0 D E A NALYS I S ( s. Inter;or walls rrable 60l) 8c SUMMARY a Bearing Walls 2-hour 1-hour (where suPP��S �f�7') b. Occupancy Sepazation Walls: generally not required except I � �� �1°a' I R001 '; c. Nonbearing Walls not less than that required by other NOTE: Refer to Sheet R002 for residential (R 3) Code Analysis (� secrions of the code II � -Ji CO�V NO�VS Q 2004 42�40 ARCHITECTURE, INC. I. FIItE RE3ISTNE REQUIREMENTS FOR RESIDENTIAL (R-3) . ��p,`�c. UF CO(�9q�o A. Fire Resistance Ratings for Building Constructian Type VB (Table 601). E. RAP.DP-•L 1 . Shuctutal Ftatne Non Rated JGN�I C�J �� `_ .. 2. Floors (incl. supporting beams & jsts.) Non Ratai !i� " t�,~ Fi;. �i 3. Roofs (incl. supporting beams &jsts.) Non Rated ` t fi ����\ = a. Roof covering (Table 1505. 1) Class C Required, Class A Provided r - --- ' 90 MIN. I � a. �c�;o� w�s w - a. Bearing Walls Non Rat� exc�t as requirad - -- (Sect. 704.3 at Table 601 & 602) V - b. Nonbearing Walls Non Rated except as required �j H - (Sect. 704.3 & Table 601 & 602) w 0 r•a Q . . _ . a c. Maximum Area of Exterior Wall Openings: � � � _ - i i � i � i i I � Unptote�ted where greater than 5 feet fire separation distance per Table 704.8.f. � -- - - M�1 Q O - - 5. Interiar Walls (Table 601) (n r�. s�ru� = a. Bearing Walls Non Rated w � � weo�as ` � � ,� � b. Nonbearing Walls Non Rated � � � V ��,,o. � B. Sp�ific Room Enclosunes & Occupancy Separations � Q � • , 90 MIN. FROAAOCCUP�DSPACE � � �d - �rt rEr��rw►TtoN mrE 1 . Mechanical Room 0-how Fire Barrier (when sprinklered) w � � - (Sect. 302. 1. 1 & Table 302. 1. 1) � eo MiN. C. Corridors (fully sprinklered bldg., Table 1016. 1) V � _ 1 z _ = o��,��►t ��a s�� � w p 1 . R Occupancies greater tLan 10 0.5-hour Fire Partition �/ �"� � a 2. Exceptions include and are not limited to: O � i � � � i- a) A fire-resistance rating is not required for corridrns contained with a � 1� . � � I __ i a� _ i � I � � _ _ -I i - � -- � I i�i i�� dwelling ar sleeping unit in an occupancy in Crroup R V i . _ � � i . - . • � �� � � - - 1 '� D. Vertical Exit Enclosures (Sect 1019. 1) - - �' . . ' . ,.. <, ' ; ` � . • � -� - - I 1 . Connecting less than 4 stories 1 -how Fire Barrier � • � " I I I I I I " � � � _l � =�1 I .I I I I . - - � � .. I . I I _ II -! i I I � •' " • i i - ir� -ii _�ibi � i iu� i i � ��- , �� n 2. Exceptions include and are not limited to: j °wr'x�v°ecm'°�se i a) Stairways aerving and contained within a single residential dwelling VAIL RESORTS I unit or sleeping unit in occupancies in Group R-2 or R 3 and sleeping i units in occupancies in Group R-1 are not required to be enclosed. DEVELOPMENT o� (seo� �0�9. �, excpc. 3� COMPANY I CODE REFERENCE SECTION ( UNIT B ) AVON, �o�� � 2 AREA SEPARATION WALL AND SHAFT E. ShaftEnclosures (Sect707.4) �,.�� SCALE: 1 /4" = 1 '-0° �-�-� 0 1. Comiecting less than 4 stories 1-hr enclosure , , ,, F. Fire Barrier Requirements (Sect. 706) � � � I 1 . Fire Walls & Party VJalis 2-hour rating �""E � (Sect. 503.2 , Table 705.4 & Sect. 705.3 e�ccpt.) oe�w�r caa.a� I G. Ducts & Air Transfer Openings (Sect. 716 & Administrative Modification Request) ""s'`�"""D1'�` F�iE SEPARATION RATNGS n��xiaaaracr 1. Fire dampers are required at fire wails, 5re barriers, & 5re partitions. (716.� �RT � HOWERTON �_� F� ��W,yl � , � � � � � � � � � � � Fire and smoke dampers are reqaired at shaft enclosures. (716.5.3.1) ,,,�„o�,t,m�„ro,,, &HRFIF� RATEDWALL � n � n � ii � n � �'I. COII(�81C(1 Sp8CC8 (SCCt. 717� I 3-HR FlI� RAiED WALL � � � � � i i � � � � � � � � � � snucnn�v.ffivcrt�c rotaeoan:aamsu.sNCn�,u� �I 1 . Firebloclring "°°N. �°L°R"°° � 2. Floor 8c Attic Draftstopping not required when fully aprinklered ���p�p�v• � � �S�c�.�.,� with NFPA 13 system (seCt. 717.3.2, excpi. 1) �`�On°°'°&'°o II. FIRE PROTECTION SYSTEMS �� - Q n�we�a,c�nac.wc vnu,co�xnoo I - _ � � so MiN. A. Automatic Sprinkler Systems (Sect. 903.31.2) �o�cr x[��BR �o.00 � B. Standpipe Systems (Sect. 905 8c 2003 IFC Dry Manual Class n C. Portable Fire Extinguishers (Sect 906 &2003 IFC Class n �ss� x��sION DA�rs 04 CONST DOC D. Fn�e Alarm and Detection Systems (Sect. 907) ,�J_, I 1= �I I �I��I��I I �I I � I f aoR rax�rr m.2s.oa � ' �--� � I I I� I (�� I �I I �I I I= I I-1I LI I I= � 05/06 CONST DOC 08.13.04 III. EGRESS REQZJIREMENTS Q _ _ ����i I I� I � � I �l � I�f����E � s�c. z/coNSr. ov.ozoa • • • ;. . : � � . . :• . .. . _ . . . . - - . , ,. . .. A. D001S �SCC[. IOOH� � BLDG. 3/CONST. 0924.04 �. �Eraam " B. Stauways (Sect. 1009) 09 sinc. a/coxsr. io.ii.oa F� �� 10 B1DG. 5/CONST. 10.25.04 C. Exit Access (Sect. 1013) - 1 . Common Path of Egress Travel (to be included withm die permitted ss Fnvni, corrsr oi.o3.os _ � travel distance) 6A/7A/8A/9A/l0A/11 I - ta-a'. rm. 90 MIN. F� ��� D. Exit Doorways and Minimum Number of Exits (Sect. 1014 & 1018) FINAI, CONST 01.03.05 � �� �E 1 . One Exit Required (Sect. 1018.2 notc 2) 16 ADDENDiIM 5 05.76.05 I ' = E. E�t Access Travel Distance (Sect. 1015) 90 MiN. 1 . I.esa tUan 250 feet (Table 1015. 1) _ = N. OTHER REQUIRENIENTS . . .. . . '. . ' : . . A. Interior Finiahes (Table 803.5) t ' . 1 . Class C � -1 1= (�'� • � Soo B. Ventilation (Sect. 1203) � � r ' i � a.� : � __ I � � � � � � _ ' ..!, _ - . . _ . . Ii� � � � � .. � . • � i���� i � i � � I � �� � . C. Lighting (Seck 1205) CODE ANALYS IS & � 1 i -i i i � �_ ., ' _ ° �A a D. Sound Transmission (Sect 120� SUMMARY -I I-� � i � -L„ �, . .I I � I �� �- . � E. Energy 8fficiency (Sect. 1301) i F. Minimum Plumbing Facilities (Sect. 2902) �I O7 I C 0 D E R E F E R E N C E S E C T I 0 N ( U N I T A ) FOR ALL OTHER INFORMATION PETAINING TO THE RESIDENTIAL CODE RO O Z ' ANALYSIS REFER TO TI� ADMINISTRATIVE MODIFICATION REQUEST AREA SEPARATION WALL AND SHAFT PROVIDEDBYROLFJENSENBcASSOCIATES ^�� 1 SCALE: 1 /4" = 1 '-0� A-DT-70 � i � � • • � I � � � � • � ' � � � . .� , . i :� i : �i � �� i i � � � �; , � .� ii .: : � r � n , � � i � , -� � � � i :u : i � . � � . � � : , � . 41 1 II �: � : I 1 � 1 ` ► 1i � i : i � : � ' � � i i i n . 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II ' 1 I 1 . . .1114 � 1 ❑ : � : : I' " 1 ' I '� 1 � 1 � I I 1 1 tl U: �I 1 i il • • • 111 ' 1 � � 1 1 �� 1 � KII 1 : I 1 1 �' :1 Itill IIII ' VI : 31 � 11 � : II 1 I ' : 1 1 : q � � ISIILI I 11 ' . 1 : 11 � 1 I - ' 1 1 � i11 � 1 \ I � w. . . � � � � � - __ _ ' _ ' � .M 71 1 '� 1 - i � � � i r � i i � : t � � � � i - : : � �n � + :, i : u � � � � : � � u i . � � - i i : � � i � � i ' i i ' i � � � � i - i i . ►�� .��� . " � • � . . . i � r: . i � : n � � � � .: i � � � u � - i .� . � � i u : � : � � � � i � : � � 1 1 : � ' �. i �. i � : i • , � � ��/ ' . � �, � � i � . i � ic � � i �' 1 - i � � � � i : � � i < � � � � • i �� : I � i i � : . � � i � ' � � i i � ii � i ' � � ii ' � � �, ii : ii � i : , . . � i . 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RAn^�L � JOHNS / i / n��± , , � ��� a ,� % � � ' � � / F�sf � ���\�� RESIDENTIAL — BLOG 4� � / Occuponcy Type: R-3 � �• � --�' - / ' � / / 1� 7y �� w G / � � �� V A / ' / / \�O,O � � � RESIDENTIAL — BLDG 3' / �� O � �- �.r.l a Occupancy Type: R-3 � / � ly � � � BUILDING 4 � � � � � ` - � � Q � � �\N� � / � uNIT 10 W (n � y � � PR Q�/ G`� v�� � ` 9 7� r � O O � 5�(0p` ' � V ` V !�1 RESIDENTIAL — BLDG 2* � / gv��O�N% \ �d'G 9 �y FEC-3 w � y Occupancy Type: R-3 � 1j �'F� w � � � i � ♦ UNIT 11 q�� FEC-3 i _ ' A�'� � V z RESIDENTIAL — BLDG 1 • � ''� � BUILDING 3 �y� w O � Occupancy Type: R-3 ' � � D \ <" � F"� _ a _ o � �, _ � - 1 ' p � O O ! � � g L � �„ i .r � �' � cj � ( � I � � �'N L 5 �/ � � � 0 G l/ �' � ' UNIT 13 ;q � FEC-3 � FEC- 1 _,__� � � � �� — ---- � � 1 . 1 ' y^ BUILDIN6 2 � FEC— � oaNmiinavmoem� I 9• 5 9� 5 � � � � ' � \ KNOX BOX FOR FIRE DEPT. VAIL RESORTS i � N �4 ���n � O ' � � � , � / ACCESS AT BOTfOM OF STAIR DEVELOPMENT I UNIT 15 ; ' � \ / I ' . BUILDING 1 ,� � �/ � ' / / VOON,MCOLORADO � � UNIT 16 � ' ' � � nac�¢�.-rornncoan i � � t . � � � �.� �IJ � � ` � SHC- 1 � � � 1 1 � FE � ` _ � ' STAIR 1 ��acrarECru� C y FDC WITH HORN de ST BE Occupant Load• 70 °envar' �D '•I � ON SITE W LL ` � I � Q Travel Distance= 196' (RE: FlRE PROTECTION DWG .) -n � Door Exit �dth Req'd: 10.5" wnsrsxe,.wrm� � � , ' � � (<400') � � ` O Door Exit �dth Prov'd: 33" D���� ' � FEC— FE _ ' ' � � �,� Stair �dth Req'd: N/A HART � HOWERTON Stair Width Prov'd: N/A �wroer4New�c a ` � � � aoiueogeNSecmim�msRS.ux � � I ' FEC- 7 i Asn�vc�vsec� I � ' i / � ` i , I � ' ' � ' / N ` ueru�Tn!'�i SIR(`t±v�r g.r(�Q.�� ! M-8 ffiiC+Rd�1.4.INC i � I Travel Distance=207' � �v�,coi,�nno STAIR 2 SHC- 1 /FE � � (<400') / � , niru.��ua�,a�c, I Occupant Load: 70 � I � � � ` ��" ��� (� Door Exit Width Req'd: 10.5" � � I FEC- 1 � Door Exit Width Prov'd: 33" � I , PR�ISCT' NUMBSR: 209Wm I Stoir �dth Req'd: N/A � ' ! Stair Width Prov'd: N/A � � � � ` ` ISSUE REVISION DATE ( ` 04 CONSP DOC PARKING TUNNEL � ` FORPBRMIT 07.23.04 � 1 i Occupancy Type: S-2 ` OS/06 COI�7STDOC 08.13.04 Occupancy Load Factor: 200 SQ. FT./OCC. 07 BLDG. 2/CONST. 09.02.04 I I Total Sq. Footage: 42,071 SQ. Ff. , � T[7NNEL REV. 09.10.04 I Occupant Load 212 OCC. FIRE SEPARATION RATINGS 2 Exits Req'd (3 Provided for Exit Access 1 ` ' 1 —HR FIRE RATED WALL � � � i � � � i � � � � � � B�• 3/CONST. 09.24.04 1 i � ` 2—HR FIRE RATED WALL � � � � � � � i � � � � � ` 09 BLDG. 4/CONSf. ]0.11.04 � ' 3—HR FlRE RATED WALL � � � � � � � � � � � � � � i � � , 10 BIDG. 5/CONST. 10.25.04 I `` /— � � FINAL CONSP 07.03.05 I / v � ` 6A/7A/8A/9A/IOA/1] / ` FINALCONST 0].03.05 / • NOTE: ALL RESIDENTIAL BUILDINGS ARE ` ASSUMED NOT TO EXR THROUGH GARAGE. 16 ADDSNDLTM 5 05.16.05 I ♦ ♦ � � � / ` I . � _ � � � --__--_- --- / � CODE , � REFERENCE � � � PLAN ' � ` BUILDINGS 1 -4 j , GARAGE LEVEL I � CODE REFERENCE PLAN � � :� � 1 GARAGE LEVEL - BUILDINGS 1 - 4 `�` � , R101 ;i ` ' SCALE. 1 /16 — 1 —0 A�ct N , � _ __ — - Q 2004 42�40 ARCHITECTURE, INC. RESIDENTIAL — BLDG 8* ' o���Pa��y rype: R-3 ����� 04 C0�p9�o� E. RAP;'1.•^-L JCi}'.i�l�::i�J �,,..: :7 �� � l`�/� !��� •Y/� � �:1�. �� ' � v ' � �� I , ' � RESIDENTIAL — BLDG 7• / � /" � O V Occupancy Type: R-3 /i � � C [�1 _ z , , o � o � wo - � � ' " � ' ` A � 0 UNIT 1 ~r ^ A � � � VJ / � � 0 BUILDING 8 � �.] E � � ' • • ^ (f� i-� RESIDENTIAL — BLDG 6* � 9 �� Q n/ w O Occupancy Type: R-3 / � ' �� � \ 7y � � '� 3 Q RESIDENTIAL — BLDG 5" � � 9 �1, � � F+�1 � V Occupancy Type: R-3 .. / ,� � � �� � � W � � / � � /A �p � FlRE COMMAND � � I� � � �p" BUILDING 7 � �C-2 CENTER �/ � � � 9 � 5 '�� �.p KNOX BOX FOR FIRE DEPT. V � i � ,�p � ACCESS AT TUNNEL GARAGE � / � � 0 9 � . UNR 4 � \ ' FEC-3 � -3 � ENTRY DOOR � �r l O �� � � \ �y < I �'� 'a � � -��i,�, �c� i � � � � / � G�� � PR�M R� AC iss O � q ' � ' � �EP� V ` �'0 0 (� � � o F�R \ � � 0 � BUtLDING 6 \� ` ' � � FEC- 1 �5� �3" / � � � � . - ti � d � � — v � " UNIT 6 � C 3 � \ owHr�vnav�nemi N6 / �� �� c� ��6� °' �y �,,� � I 1 S�, 9 7y � � � VAIL RESORTS � . ���p��� � \ �, � � ♦ DEVELOPMENT j � � �''s� � � i � COMPANY � i ��O FEC-3 � , ` AVON, COIARAIX) I � � UN 7 q� ` Q ' � SHC- 1 /FE FDC WITH HORN & STROBE \ 1A"�'�"�1OPR�O'D BUILDING 5 �'����\ � FEC-3 � ON WALL ABOVE � - G , ` � � ' ' � . (RE: FlRE PROTECTION DWGS.) : � � �,� �' y v ` � — REQ D EGRESS \ �rnr�c� G�� UN� 8 � � Travel Distance-208 ' FQ O � ` � I (<400') //// Occupont Load: 70 \ °�Bf� C°101°�D A Door Exit �dth Req'd: 10.5" \ ��� ��-0 0 O � � ' Door Exit Width Prov'd: 33" "� � DCSA',N Alt(}Qn+(,T Stair wdth Req'd: N/A HART HOWERTON �\ ,�� �1 � FEC-3 �EC- 7 Stair �dth Prov'd: N/A ,,���� T78W y� �y � � � � I � Travel Distance=303' y��,u,� i � � . 0 ' (<400 ) � xoNnoaeNewe�LS�cn�s.u�c ( \ nvot�.co�oxnno � C � ' ' � \ MHCHANICAi.RfPf'!'err�r �Q.� I . Q M-S @iGQiBBBS.Q.iC ' AVON,COI�BADO I � ' QVII.ffi�IG1N�t I ALPINfiPNGIIiB@II�,1NG ' VAII. COIDMDO O sHC- � / I � , rRO�crr�v�ax: �oo.w � � � I ' I ISSUE RL�VISION DATS I ' � 04 CONST DOC i ' � � FOR PSRMIT 07.23.04 � O PARKING TUNNEL I ' � Occupancy Type: S-2 OSlab CONSTDOC 08.13.04 � Occupancy Load Factor: 200 SQ. Ff./OCC. 07 BIDG. 2/CONST. p9.02.04 I � � Total Sq. Footage: 42071 SQ. FT. � � TUNNSL RBV. 09.10.04 I � � Occupont Load 210 OCC. FlRE SEPARATION RATINGS I � 2 Exits Req'd (3 Provided for Exit Access / OB BLDG- 3/CONST. 09.24.04 1 —HR FlRE RATED WALL � � � � � � � � � � � � � I ' 2—HR FlRE RATED WALL � � � � ! � �� � � � � � � 09 BLDG• 4/COIVST. f0.11.04 � ' � / 3—HR FlRE RATED WALL � � � � � � � � � � � � � � � � � 10 BLDG. 5/COI�TST. f0.25.04 / � FINAL CONST Of.03.05 ' 6A/7A/8A/9A/10A./11 / • NOTE: ALL RESIDENTIAL BUILDINGS AR / FINAI- CONST 01.03.05 , / ASSUMED NOT TO EXIT THROUGH GARAGE. �6 ADDSNDUM 5 05.16A5 i " � I � / � ' �-_- -- -- ---- �I CODE ' � - REFERENCE � P LAN BUILDINGS 5-8 GARAGE LEVEL I CnnF RFFFRFNCF PT , AN � -- - - - II r; :, . �� 1 0 � � � � ' ' � `1G. � � . 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CONST 01.03.05 � sr� � a 6A/7A/8A/9A/l0A/11 ss�a �9 FIl3AL CONST 01.03.Q5 �.�r 16 ADDBNDiIM 5 05.16A5 �1 g. � � � SITE GRID REFERENCE PLAN BUILDINGS 5-8 SITE GRID REFERENCE 1 PLAN � � BLDGS 5 THRU 8 �- R112 SCALE. i /16 — 1 0 �SPRP _ __ _ _____ � R�-� GENERAL NOTES '4 i 'n'•- Z va- GENERAL NOTES TOPPIN6 � 2004 42�40 ARCHI7ECTURE, INC. RE. ARGH 2X6 PARTY WP.LL t . � ivE tO�DS uSED IN OES lpt 6 . �ETE WITH SHEATHIN6 PER I�� PLAN STANpARD FIDOK �� A�H�ER ERI WAL PER ARGH WITH SHEATHIN6 PER A. ROOF 80 PSF A . All CASi - IN -PLACE CONCREiE 91ALL 8E WIDE W17H TYPE I/I I PqtTLNA C��ENT , SHEAR WP.LL SGHEDIA.E STp� AfiGRECATE MD SHALL SATISFY Tt� Fq.LONING REQIIRf1OliS FLOOR .10�ST PROVIOE STANDARD B . � ICAI FLOOR �0 PSF , �' �'4N �K R� 2Xb TREATED PLATE CONGRETE ITEY FC MIX TYPE !MX- W/C RAT10 � AIR REQ, a RE' PLAN NUTH 1/2"mX10' C . ExTER IQR pEp(S 100 PSF - - - - - - _ - . . . e -_ ' � . � � , � J ANGHOR BOLT PER FOD7INGS 3000 Psi STD - � - . � . . - D . IIPQtTANCE FACTqtS FOIN�DAT lpl MLLLS 3000 pE i SiD - - - ::°.. .::�. : . .-- , . � ... : ..' .." . '- �- . : :: _ . •< a -. . SHEAR WALL SGFIEDULE CATEWRY � � INTERIOR SU1BS ON GRApE 3000 pai SiD 0 .50 _ _ _ - • ' •, .e m $EISYIC fACTOR IE 7 ,0 EXTERIOR CplCRETE (••) 4500 psi S7D 0 .45 67� -8X _ � SNdW FACTpt IS 7 .0 IXXX'-XX' � � � '. ��� � •e ' �a . .. W1I IWY SLUP SHALL N0� EItCEFD 1' . �p; a , • • •� .' • . • - �F � f?J-�5 GONTINUOU5 WIlD F4CTOR IW 1 .0 ak RE: PLAN -� . . . . °� a � , �D E . WIND 8 , OW7RPCT(1R SW1LL SAI�ICUT Qt TROMELCUT JOINTS IN SLABS ON CRADE . JOINTS . . � " SFYILL BE SPACED AT 15� -0� 1M1( IM111 AtD SANWT OR 1ROMELq1T 1 /4 OF $A8 DEP1H � . �� '-: '• ��a � •� � � . - � � J SECOND GUST 100 IPH . - a' .• � , . .� �� - FASTESi MILE BQ IPH X 3/I6' MIDE �IIITHIN 12 110URS AFTER POURING. CIIRRY I1LL SLAB REINFORCEYENT �s�-�5 GONT�N�J� , . , - a � � �� aPO�RE B THlWpI .I�INT . TOP AN� HOT7'O XXX'-XX" a 2X6 TREATED PLATE Z • . . - -.• a � •' � • �' : � ' � °� � L4X4X3/8" WITH a RE, ARGH FOR C . �ABS . TOPPING. FODTINGS. BEN6 A/O MLLS SHALL NOT HI�VE JOINT$ IN A - WITH I/2"m ANGHOR � � - - .. a 3/4"� EPDXY - � � �TERPRDOFIN6 � F ' �� HORIZp1TAL PLMIE. NIY STOP IN CONCFtETE WORK M1ST BE NWE AT 7HIpp POINT OF O • � ' �- BOLT AT 4'-0' � � � ' � ' � . �' •. • � _ . - - • ° � TYPIGAL FOOTIN6 ANGHOR AT 2'-O" � ry FL TA ROOF S7AdiM LOAD Pf 100PSF SPAN WIiH VERTICAL BULKHEADS A!D HORIZOiTAL SHF11R KEYS UMLESS OIHERWISE p5 AT 1'-6• X� ry . - . . , a.. ,.a . . . SNOYI E7IPOSURE FACTOR Ce 1 .0 � • K� ��TIO! JDIN75 9ULL BE AS DETAiLED qt AS REVIEMED BY 7HE � � , � W REINFORGEMENT �T� THERWL FACTOR Ct 7 .0 ENCINEER . g•• a . RE� PLAN • .. - � (1J-2XI2 LEDGER V D. ALL CONCRETE NORK MiD REINFORCE1ENi DETAILING SIUILL BE IN ACCORDANCE � � � - � - ' � . T�P � � STANDARD I BqRS TO MATGH ��-L SIDE TREATED) G. SEISNIC -, � . � GRAWLSPAGE h11TH 3/4"m EXPAN510N �- a 2 I/4` GONGRETE wirri �ci BUILpINC CODE 318 LATEST EDITIpI , UNLESS NOTED OTHERM/15E . USE - a 'a • W ENSION LAP TYPIGAI. FOOTIN6 SITE CUSS D STNrp�pp MpqcS i0R DOMELS IMLESS NOTFD OTHENMiSE . �LL ExPOSED EDCES 0� � 111 W - �- BAGKFILL � REINFORGEMENT 'O`��R AT I'-b' TOPf�INEs � � CATEWNY C ppNCRETE IIORK $IIA�L W1VE 3/4 IWCH CHWFER . J �� J PASTEN LEDvERS WITH O � O. y� V ' ° • _ (3)-ROVdS Ibd NAIL5 r T � � S' o:� 7. REINFqtCEIENT - RE� PLAN m TYPtGAL STEPPED A r r-o- p•�� � � � � ' 128 . A . ALL REINFQiCING 9MLL 8E Hlql -57RENGTM DEFp1�E0 BNtS CONFqtNING TO ASIL FOOTIN�3 DETAIL MS AT I '-b' A � BASIC SEI9AIC FORCE RESISTING $YSTEM is � ia+r � si+tu+ w+us rmi A815. (�YtADE 60 EXCEPT iIES , STfItlt1.PS MD PLA7E ANpId25 INICH SFdILI BE C3)-++5 GpNTIN10U5 HORIZONTAL " F� MOOD SI�IC7URAL PNIELS DEFORIEO BARS . IS1Y DES if�T ION n615. GRADE �0 OR ASIY �706 CRADE 60. � I � � _ . � r /y Q C SE IS41C RESPOMSE COEif IC IENiS CS �5 AT 1'-4' S � G T I O I �{ � „5 AT 10" V J � �'� 8 . NELDED WIRE iABRIC 91�LL OpiFQW TO �Si1A A18S GRADE 65 A6p SW1LL BE S � GT f ON � TRp,N5NER5E VERTIGAL �T7 �.y � RESP0�6E uDDiFiCAiION FACTOR 6 . 5 LMpEp q�E FULL 1E51i AT SIDE NO E�q SPLICES MD MIRED TOCETNER . 3/4' = I'-O' 3/4" = I'-O' �1 #,y MULYSIS PROCEOUtE USEO SIIPLIFIED IffTFqp Vr��] C . RFINFatCEtlENT PROTECiIqI UNLESS NOTEO O7MERWISE; � � � ti N . LIVE LOADS ARf REWCED PER CODE IF APPLICABLE . • 1 . CONCRETE POURED ACAIlST EN27H 3 �TE: FOR HD2A A� Hp5A U5E 5�MP�',�N �TB20 ANGHOR ROD 0 2 . COI�RETE PUURED IN Fqb15 (EXPOSEO TO nEA7HER pt EARTH) 2' RE� ARGH FOR WATERPRODFIN6 FOR HDbA, HQBA AND HDIOA U�'.�E 51MP�'aON �TB28 ANGHOR r 1 D 1� 3. COLLWS ND BEAYS (TIE BARS) 1 - tf2 � ROD. FOR HDISA U5E 1 1/4'� X 2'-O' THREADED ROD WITH ? Z � � V I/4" X 4• X 4" PLATE W.45HER ANb NUT AT EMBEDDED E� WITH �� 1 . SLA85 I1ND NMLLS (tqi DIPOSm TO MEATHER) 3/4 f /1 � 2 , OEFERNED 5UBNITiAL - 2X6 TREATED PI..ATE WITH MINIMJM I'-b'- EMBEDMENT DEPTH. �� [Z] � � 0 . RE INFORCE1EUT PLACE1fNT MD TOLERMICES SHALL BE IN M�O�ANCE WITN I/2" 15pLATION JOINT ANC+HOR BOLTS PER _ 4. 0 r� A. DEFERRED $UBIIITiALS PER SECTIp1 1083 .4 . 1 SHALL � 51�111TiED TO THE BUILDINC SFIEAI2 h1ALL SChfEDU_E GONTRAGTOR OPTION. IN LIEU OF SIMP50N SSTB ANGFIOR, I15E � rTl � OFFICIAL N!D TNE DESICN PROFESSIqNLS ND REVIEVEO PRIQt TO INSTALUITIQI. SECTIONS 7 ,5. 7 .B A10 7 . 7 OF ACI 318, UTEST EDITIpI . 3/4" d HILTI H.A.S. ADHES�VE ANGHOR WITH MiNIhUM 10" EMBEDMENT, p5 X 0 A7 2'-0" � � �N 111 ^ W E . NO SPLICES OF REINFORCEIEWT SNALL BE WIDE EzCEP7 AS DETAtLED OR I V2"- 2 I/4" GONGRETE TOPPIN6 RE: ARGH ry '' � � x B . DEFERRED SUB�iTTALS NtE AUi1qRIZEO BY 7HE STIUICTURAL ENGiNEER . LM SPLICES. M1iERE PfRNITTEO. 9ULL THRU-BOLT IN STUDS T.O. GRA�^LSPAGE t . PREFABRICATED NOOF TRUS$ES � A MINIWI OF 48 BNt DINETERS Fdi �Ii BI1RS NO SINLLER AND SIiALI BE A � REe PLAN PER H.D. MO.WFAGTURER 6" BAGKFILL r ' � YINIIW OF 80 BN! DINIETERS FOR /7 ND � REINFOR(�IENT UNLE55 NOTEO V O7HERMIISE . IW(E ALl BARS OOMTIMIq1S NtQRp CORNERS. TA. SLAB XX'-XX" C , ALL DEFERRED SUBM�TTALS 9ULL BEAR TIE S7NP MD SIpUTURE OF THE IiCENSfD �L� F��"��� �`� �T� O PROfESS10Ul ENGII�ER RESPONSIBLE Fqt 7HE PREPAItATidl OF THESE DOdI1ENTS . 9LOPE SLAB Ib PLYY�DOD PER SHEAR i . PLACE TMO i5 (PER B� 7NIp01ESS) MITH 2' -0" PROJECT �ON AROUID AlL OPENIlM',S IN 1+� 3 . TESTING, INSPECTIOtlS NA �SERVATiq!$; COIICRETE IMLLS, SLABS . MD BENb . AL50 PROVIDE 7NQ /5 X 4' -0' OIA�iOlNILY AT ~��^- � a YJALL SGF�Ql1LE �' � a EACH CORNER . � _ = �_ s -.• s �� t - I . , A. T1� SiRUCTURAL ENGINEER DOES NOi PROYIDE INSPECTIONS OF CONSTRUCTIqI . C . �TINUOUS TOP AND �fTql BARS IN WRLLS �tD BEAMS SHALL BE SPLICED AS � 4 1/2" RE� MFR. RE. MF 4 I/2' a. � . � � _ . O STRUCTURAL EN611ffER ANY WIKE PERIODIC OBSERVATIOlK OF THE FOLLOWS TOP BARS AT YIDSPAN . BOTTq18ANS OVER SUPPqtTS . ' 0'0.0��,.�-°zo0�.�.0°0. .Y°•o�p • � °, � . CONSiRUCTIpi; SIICH dBSERVATIONS 4fALl NOT REPLACE REQIIRED "" ' r M INSPECTIOlIS Bv iHE WVERNINC AViHpRIiIES OR SFRVE AS �SPECIAL � . (4)-KS GONTINUOU� l ' / INSPECTIONS' AS M11Y BE REQ11RE0 BY qiMTER 17 OF THE INTERNATIp1AL 8. SiRlIC71MtAL STEEL � •. :� , • � . � r 8111LDINC CODE . �. ALL S1Id1C7URQ STEEL 9ULL CWFORY TO ASTY A36 EXCEPT M�DE FLANGE BE�WS 4• SLAB ON ORAOE NiICH $IU1LL OONFqi11 TO ASTY 992 , (50 K51 ) A!D DICEPI PIPE OOLIMiS MHICN WITH bXbNd2.l W.W.F. B . THE FOLLOMINC MIORK Sfi�ll BE �NSPECTEO BY THE SPECIAL INSPECTqt UNLESS g�µ� �FdMI TO ASTY A53 NID TUBE COLU1tIS TO ASriI A500, GRADE 6 IATEST «= ARGH FOR GOLOR � RE. PLAN SPECIFICAIIY MMIVED BY THE BUILDINC OFFICIAL . mlTlpiS . STEEI SUPPLIER WY PROVIDE ASiM A572 , GRADE 50 Ai NIS OPilpi . ANp FINISH REQUIREMENTS) FLDOR .IOIST, RE. PLAN W t . SOIL PREPNUTip� YISCElUwEOUS E�6EODED �iEwS 9uLl BE A36 STEEL . '� IXXX'-XX"J a � RE: �/51.01 FOR WAL_L REINF. a B- ALL STRUCTURAL BOLTS �ULL.I BE A325N INSTMIFD TO A YINIWI �1G TICHT ANp FOOTIN6 INPORMATION Tp_ WpLL t f 1 cncMak/nFV�.orFa SIMP50N HD � � C I I ON 1 o . EAR1FIIiqM ptCAVATION . PLACEIENT At0 CqPACTIqi OF f' ILL ppplTlpi . ALl ANCNON BOLTS SMALL CUnF'piY TO AS7M A307 UILLESS NOTED (3)-2x STUDS pER SF�AR WALL � �H 'THE APPROVED RWORTM � TME OOPACfW i1Ll Fqt 0011FOIOMNCE p� SHEAR NLqLL �n x�p�LE 3/4' = 1'-O• VAIL RESORTS O711ER1111SE . ^ 2 . CONCRETE CON57RUCTIq! C� u�TEST�SSEp15 OF AISC �E'Y�MIAL��TEEL�COIS7RUCT1�� M�TH THE �./ � C � I ON � �- DEVELOPMENT 3/4• = 1•-O' u . PERIOD �C iNSPECTlp1 OF REiNFOiCINC STEEL . Itlq_UDId6 PLACEIENT . D. EfCCEPT MHERE OETAILm OIMERMISE . FABRI�TOR SHALL SEIECT STEEL CqNECTiONS PER � COMPANY b . GONTtNUOU$ 1lbPECTIpI OF PIACEIENT OF SHEM REINFaiCE1ENT . AISC ►NMlAL OF STEEL CONSTRUCTION (ASD) , TfBIE 11 -A Ai�p/QR AISC SIIPLE �IEAR 5TW VJALL WITH a c . CONTIMIOUS IlISPECTIqi OF BOLiS TO 8E tNSTALLED IN CONf:RE�E PRIOR ppNECT10N WINUAL NI1H ASZS N BOLTS (qt 1YELDED EQIIVALENT) Tp SIIPPptT lOADS 51MP60N HOLD DOWN AVON, COlARADO TO MD DUtINC PLACEMENT OF CONptETE . SHEATHIN6 PER SHEAR RE: PLAN fWD SGHEDULE I6DICAiEO ON THE S7RIACiURAL ORAWINGS . WIEN CQADS ARE NOT SlIOMV, SELECT d . PERIODIC VERIFICATIpi OF USE OF REGUIRED OESIpI YI7( . h1ALL SGHEDULE nacHrrr:croxaiux�ao e. CONTINUp15 �HSPECT �p� �T THE 7nE fRES�i CO�CRETE i5 SiuPLFA 70 CQNECTION Tp $IIPPaRT 60� iNE TOTAL UqlfUlml LWO CAPAiCITY PER AISC 2X6 EXTERIOR WALL FA&tIC�TE SPECIYANS FOR SiRENC1H TESTS , PERFaNY Sl.U1P A!D AIR � � STEEL WNS7RUCTION! Fpi EApI CIVEN BEA1A NO SPAN FOR NON -WIPOSiTE TREATE� pLp�TE I I/2'- 2 I/4' GONGRETE aN ��E� WITH SHEATrIIN6 PER TOPPIN6 RE+ ARGH fANTENT TESTS MID DETERMINE 7HE TpPERATUtE OF TNE OONCRETE . WITH V2'm ANGFIOR 51Ni�50M 5578 ANGFIOR SHEP.R WALL SGFEDUt_E �� , �,1 f . PERIQOIC INSPECTIUtl FOR W1INTENMICE Of SPECiFIfD p11tINC TE�PERATI1tE E . ALL MELDERS $HALL HAVE EVIDENCE OF PASSING TFE Nf]tIGW NELDINC $OCIEiY BOLT PER SHEAR WALL pR THREqpEp Rpp FLDO2 SFIEATHIN6 MD TECFNIp1ES_ SGHEWLE STNpARD QUILIFICATIpiS TESTS 115 OUTLiNEp IN ANS -D1 . 1 . �9LINT0 FOUNDATION S�TONaE�HNEER � J 3 . STEEL CONSTRUCTION F . YINIMM IE105 TO BE PER AISC 7ABLE J2 .4 BUT NOT LESS TNAl1 3/16` COtlTIM10US FILLET UNLESS NDiED 0iF1ERMIISE . f2J-�5 GONT. �, �N ���� o . ALL �LDING SHALL RECEIVE WNTINUOUS SPECIAL INSPECTION � w GpM'RAGTOR OPTION: IN LIEU D� C�� EXCEPT THE FOLL0IMIN(k C . FdR ALL BEIW/COLUN OR BEAY/BEM1 CpNECT1015, PROVIDE HOR12qI7AL 91aRT a. � 51MF�50N 59TB28 GAST ►IAS'1'IiRP1AKLl9t 1 . �EIDING DhIE IN AN MPRpVEp FABRICATOit'S SIIQ� IN INTO FOUNDATION WALL U£aE � . SLOTS IM CO/NECTIOi 1EABER OMLY (Nf -SECTIONS. NICLES pt SHEAR PLATES). ACCOROANL'E WI7H SECT �ON 170s.3. 3/4" m HILTI ADHESIVE ANGHOI2 n,•sicrneuurxcr 6 . lFE SPECIAL INSPECTqt NEEO u07 BE CONTiM10USLY PRESENi WITH 10" MIN. EMBEDMENT IXXX'-XX' DURING Y[LDING OF THE FOLLOMING ITEY6. PflOMIDEp iT� YATERIALS , N . S7'NIICTURAL STEEL SUPPLIER TO NgiISH IINTELS FOR ALL ►NSOItltY OPD11NG5 PER � • Z : HART � ROWf'RTON LOOSE I �NTEL �E dt AS SfIdIRI 0T11ERIMISE 01! STRUClIqtAL atAIM111G.S . diE ° � E vcwroeK*�ewmax wELDINC PROCEDURES /uD OUALiFICATIplS OF NELDERS �RE pp pp � � INTEL SFIALL BE fREE TO ►qVE NORIZONTALLY TO �U.LOaM i0R VERIFIm PRIOR TO TNE START OF YQRK; PERIODIC INSPECTIONS AftE �p�T �p� Mq g�TQ11MC . - WpE OF NORK IN PROGRESS; AtD A VISlN1L INSPECTION OF ALL YELDS . ' I _ • � - a IS W1DE PRIOR TO COIVLET �ON OR PRIOR TO SHIRENi OF 4fOP I . THE TERNI►qLOGY 'CpiTIM10lIS� AEANS �UIWTITY . PROVIpE TY$ NECESSARY JOINT -. � NELUIl� . DET111L5 i0 ALLOMI FOR BUILDING IqVEAENTS . COORDINATE LOCATIONS WITH FLOOR .IOIST RE_ PLAN �TMiK:nm�cm`cna�+A i . SINGLE PA55 F �LLET YELOS NOT ExCEEDINC 5/16' IN SIZE . eu�ao�tanuwuu.uic��s,�uc 2 , MELDING � STAIRS Nlp RA �LING $YSTENS. � ���T��� �� � �P� �� 'p�NTS. 5. E%TERIOR YMLLS 41ALL NAVE ONE LAYER OF 1 /2" EXPOSIMtE 1 PLYNpOD OR � � AVOI�, COIARADO OSB SMEATHINC IUILEO MITH 8A IMILS AT 6' Q! CENTER ALONG PANEL 3 I/2" i 4 V2' 2X4 TREATE� FL{aT BLOGKI c . VERIfY I�AD FILLER YIATERIALS CONFORY TO AM5 SPECIFICATIpiS Np � , pppy �DE ANCHOR BOLTS FOft BEN6 BENi1NC p� YI1SqRV UNLESS OTHERWiSE EDGES AiD 12� d! Cp1TER AT INTERYEDIATE SUPPORTS INLESS NOTED 071ffRW1� AT 2'-0' ���-� pA�� ��-� YNAIFACTIIRERtS CERTiFIGTE OF CUWIIANCE IS NEOUIRFD. �� pl SHENt WIIO SqfEOULE . ALL PANEL EDCES SHALL BE BLOpcED . � ' FLOOR J015T5 RUN w-��:cu:nus,LVc d . PER1� 1C INSPECitpt OF THE STEEL FRAIf TO VERIfY OpPL1ANLE Wi7H A � evon,cocoltnoo THE DETAILS SHOMIi pl 7HE MPRWED C0115TNUCTION OpOUYENTS SUCH 6 . FLOQtS MO ROOF 91EATXING 91AL1 BE INSiALLED VITH Tlf FACE CRAIN PERPENDIGULAR TO K . PROVI� TEWptARY BRACINC AlID PRECMlT10N5 NECESSMY TO COAPLY WI7H ALL PERPQOIqiLAR TO StPPdtTS NIiH QD ,qINTS $TACCERED . FOUNDATION WALL enm.�cRUmae es erUCiwc , STIFFp11NG, MEMBER LOCAT10N5 MID MidPER APPLICATIq1 OF SECTION A - A � ,qINT DETAIIS AT ENCH C01-WECiION. STEEL ERECTIdI STAIDARDS MID TO 111TNSiAIp ALL CONSTRUCTION A!D/OR LATERAL 7 . INSTALL SUITABLE EDGE SUWORT BY USE OF PIYCLIPS , TONQIE A!� AT 51MILAR e�rLauu+cuawunc,u+c 10AD5 UNTIL ALL FIElO CONNECTIOIS AItE CqPLETED IVD PEIOMNENT LATERAL SYSTQ6 pt00VE PNIELS Qt SOLID NOOD BLOCKING SUPPOR75. L4X4X3/b WITH vnn, coivxeno t. VERIiY 57RUCMUL STEEL YATERIAL CWFq014 70 I�S7N STNDAppS fa 3/4' m EPDXY a • 2X6 �'REATED PLATE AID DEp(S ARE IN PLACE . H , pREFABRICATED WDOD ME16ER5 SFULL 8E THE TYPE nOTEO ON TnE DRANINGS NO � I 2 ANGHOR AT 2'-O' 8" SPEC �FIED iN THE MPROIfED CpIS7INCT10N OOUIMEtlTS MID WITH I/2" m ANGHOR WWUFACTUtER'S CERTIFIED MILL TEST REPORTS . S � C T � OI `I � BOL7 PER SHEAR WALL f . PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS . MITS A!W 11NSHFRS FOR � • STEEL iABRICATOR SHALL IqT RECEIVE 11DDITIONIIL CaPENSATId! FOR SFqP 57i11LL BE LPI - JOIST AS YMN1FI1tlUtED BY LOUSIMIA PACIFIC CORPp2ATIUJ . Z COe�FUR�MNCE TO AS1M STAI�MDS SPECIFIED IN 1HE MPRWED ��w�nG T �1E FOR �xv REVISIONS TO FRECTlpr OR�IxGS ►i0R FOR Mn REVIS�OxS �L7E'fM�TES SwLLL BE REV �EriEEO Br ThE ExGiNEER . TO BE C�SIDERED, 3�4. � ��-0. � p1 SGHEDUL.E PROJF.(,TN[;MAF,R 6285 OR E � - a5 AT I'-b' VERTIGAL WNS1RUCi �Ox OOCWENTS AND wWF�C7URER'S CER'fiiifATE OF TO PIECE ORAMIINGS PRIOR TO ENGiHEER'S APPROVAL Oi ERELTIqI ORAWII�S . ALTERNATES S11RLL fNVE A LOAD CAPACITY tN BENDING, SHEAR AND DEFIECT �qI p5 :4T 1'-b' X � �� ��E EOU�L TO OR p2EATER 7HiW iHE S�ZE SHDMN ON THE DRAIVINGS. WEB BLOpcI� n ry AND HORIZONTAL 9 . NOtl -SNtIl9C GROUT MD BRIOC �� TO � AS REq11Rm BY 7HE JDISi IWlUFACTUtER . 1 I/2' G�NGRETE 7 b� g . PERiODiC INSPECT �pI Oi BEMtiNG TYPE CONiECTQiS WI1H HICH 1 3/4' X 12" LVL RIM TOPP�N6 .t ' 1SSl:Lf RLVlS10N DAfN: STREI�',TH BOLTS. (xxx'-xx") RE� PLAN A . NOx -9kIN( qtWT SFW.L BE PROvIDED: 1 . LAYINATEO VE�ER LU6ER �OBERS SttaLL HAVf THE fOLLOwINC S1HES5 BOARD AT DEGKS FLOOR SHEATHIN6 Ta' � pG CONSl' D(X; IXi-13-Q4 1 . WiRE THE rOmc �5 iN PROGRESS . Tlff SPECIaL II�SPECTOft 4MLl � • �T� �� BASES N1D CpN�tETE Ott WSQIRY SUf7�ORT5. CIPACITIES: FB a 2800 P51 . E = 2 ,000.000 PSI , FC = 750 PSI . N = 285 PSI . BUILT UP GRP.YrL.SPAGE 2 . BETMEEN BEAM BEARINC PUTES ND CQ6RETE OR 1MSprRY MEI+BERS SNAI.L BE OpMECTEO iN �CCORDaNCE WITH 4ANUFaCTURERS 1 1/2' STONE At� 6ROUT BAGKIFLL pETERIIINE THAT TlI� REW IREIENTS FOR BOLTS , NUTS , 1MSHERS IVD RE� PLAN St�PORTS . REC01�E1DATIqIS . OOpTRACTOFt $IiALL HI�VE 7HE UPTIQI OF USING 3 1 /2' OR ONER I 1/2` GONGRE7E - 6 HINAI. CONSI'. 01.03_OS PAINT , 80LTED PARTS ND INSTALLATIq1 ND TIqITENING IN SUCH • STAIDNtDS NtE �Ei. FOR ,qINTS REp1tRED TO 8E iIf�TENEO ONLY 3 . CRqli SHALL 8E COPLETE AND H�vE � MIN114M COWRESSiVE STRENCTN 5 1 /�' M�OE ME66ERS . ON 3/4' T!6 OF 6000 PSI PRIOR TO ADDINC BUILDtNC LQADS ABOVE . PLYI^IOOD DEGK TO THE SWC -T �qiT CONDITION , THE SPECUL �NSPECTOR NEED q�LY d. PREFA�tiCA7Ep NOOD TRIlSSES 9U1LL BE OES �CNED TO FULFRL SIRESS SLOPE PLYWOOD ° � +. . 1QADDF,NDUM 1 OL12U5 vERIFY TW�T 1HE CONiEC7ED MsiERIQS luvE BEQI DRAYN TOGETxER 10 �� REWIREIENTS MO/at LOADS NDTED ON DRAWINC�S , S11QP pRApINGS S1ULLL � V4'/FT. 0 � • ANO PROPERLY SNUGGED . INCLIAE CALCULATIp1S AIO BENt THE STMP OF A REGISTERED ENCINEER . PIt0V10E A .. . . , .,.__, ,- ::: ._ . ,. :. �..:�. . ` : : : � : . `._. ' .� ' - � • (2)-�5 GONT. 1�ADDRNDUMS U3.16.05 4 , FqMDAT10NS A. ALl fRAUING AND TRIISS LUBER SfW.L BE DRV pOUGLAS FIR, LARCH. CRADEO 8Y �tIDCINC A!� BLOq( INC PER 1NMJFACTURER'S RECOI�EIDATIONS UNLESS - ° � � _ .,. . ' . . � _ . :'-_:.: . -�. . .. . '_ .. . . ,, . ._:.�:,: .: .,. . IIESTERN MOOU PROqJCTS ASSOCIATIpi MD CONFORAIING TO INTEIdUTIQUiI BUILDINC OTHERMISE NOTED . PROVIDE CONSTRUCTION BRMCING AS REOUIRm ERECiIpI NOTE; A, wotIM1Y 9D�1 DESICN PRES9LRE I000 PSF � � FOLLqNS; CENTER MLL STIAS UIDfR CENTER OF 7RUSS LOCATIONS. � J �� P�N 8 . CONTRACTaR 10 FOLLOW ALL RECOIYFIDAT10N5 IN 901LS REPptT M0. 02 -057 Z� TM �GC - 4� TO 6' MIDE (MLL STUD UNI.Y) STUD FD = 700 PS � 11 . IION -STRUCTURAL ELElE7JTS BY KOEUILEIN CONSIILTINC ENCIHEERS DATED d1LY 8, 2004 . 2� TO 4' THIqC - 6� ND MIDkR N0. 2 fb � 900 PSI 5' THICK - 5" MA WIDFR N0. 1 FD = 1350 PSI A, ELQIENTS SUq1 AS NON -BEARiNG PNtTlTlp15, ETC . ATTaq1ED TO NO/OR � � C T ( ON 2 C . ALL FOOTING BENtING ELEVATIpi$ $NOiW ARE ASSUYED . E%ACT BEARING MOTED �LLOYMBLE SiRESSES ARE MiNIW�6 Nq FUR NOIREPETITVE USES PR �OR TO SUPPORTEO BY THE STRUC7lIRE SIW.L TNCE INTO ACCOUNT DEFLECTIqIS AND FLOOR ,Y�IST ALLOKNBLE STRESS INCREASES . O1HER SiRUCTURAL 11DVElQiiS. RE: PLAN ELEvpT �ONS SHn�� BE vERiFiEO IN THE FIELD MI7H AC1UAl CqAlTlp15 BY DEGK JOiS7 CONTRACTQ2 WITH APPROVAL OF SOILS ENGINEER AIU ALl BOTTq15 OF FODTINGS RE� PLAN 3/4• = I'-O• SH�LI � A NIN �MIM OF �8" BELOW E7(TERiqt CRADE . 6 . IIWEN PRESERVAiIVE iREATED LV18ER IS REaIIRED BY CODE KL COIWECTIpiS NO B. FIRE PROTECTIqi Fp2 ALL STRUCTUtAL PARTS SFUILL BE PROVIDED AID SHALL MEEi I-,J015T BLOGKIN6 NAIL �NG Slillll BE /�DEOI�TELY GALVANiZEO (pqJBLEDIPPEO OR BETTER} . ALL CWE REq11RE1OdT5 FOR 7XE iYPE � WNS7RUCiiON SPECIFIEO BY THE 2X4 BEVELED AT 2'-O` D . ALL f00TINCS ARE TO BE PIACED pl FIRN, UNDISTWiBED . NATWtAI SOIL OR NtqiiTECTURnL DtUwiNCS , SmUCiUUL S7EEL MEw6ERS SunLL BE COxSiDERED SLEEPERS PROPERLY C(11PACTED BACKFILL , APPROVED BY THE SOILS ENGINEER . BACKFILL C . TRE�TW SRL PLATE LUIBER WY BE HEN-FIR , S7RUCTURAL /t CRME . IIltE5TRAINED U11LES5 NOTED OTHERWiSE . AT I'-4" SIMP90N A35 GLIP ¢ �L�N � P� SHALI BE CpPACTED TO 9Sx (MININAt) NppIFIED PROCTOR DENSITY PER AS7Y p, pRpy� �7AL CRUSS BRlDGlNG NDT OVEA S' ON CENTER �dt ALl 2J( N000 d015TS. 1Y. GENERA! 51MP50N V HAM6ER PER SHEAR WALL Df557 IRILESS OIHERWISE RECONEIDED IN 7HE SOILS RF.PUtT_ IF $OFT SPOTS ARE WITH Ibd GOMMON ����'E 90L10 BLOqCING 8E7YEEN All .IOIS7S AT HU SIFPqtTS AID DDS OF CANTILEYERS ENCWMTEREO REApYE SOIL MD RECOIPACi �IITH APPROYED FII.L (RE: SOIL IS REd11REp . A_ ENGINEER'S ACCEPTANCE M157 BE SEQMtEO FOR ALL STRUCiURAI. SUBSTITUTIONS . NAIL5 TO LED6ER 2X6 EXTERIOR WAL.L � � REPORT FOR DESCRIPiIpI OF BEIIkING SOIL) . AND RIM WITH SHEATHINEa PER 9TEEL GOLUNAd RE= PLAN � i E , fA$TEN 11L1 1pOD MEI6ERS WITN CWOI NAILS ACCORDING TO 7HE 1� $pl[pULE 8 . VERIFY ALL OPENINGS TFNWGH f100R5 , ROOF MD M1�L5 WI1H IECHNlICAL MD SHEAR WALL SGHEDUI-E {.��TH 3/4" X 10' X 10' BA5E � � E . CON7RACTQt SIiRLI BRt:ICFIIL EQUALLY qd EAqI SIDE OF FqWAT101 MMLLS IN 12 2X12 LE�6ER WITH i � TABLE 23W -9 , 1 UHlESS NOTED OTHERMISE . ELECTRICAL CONTRACTORS . VERIFIC�TIpI OF LOG►TipNS , SIZES , LINTELS NO PLATE WITH (4)-I/2" � X 10' i i It�H W17CIM1Y vERTICAL LIFTS OR AS RECd1�E1DED IN THE 9DILS REPORT . REFER REQUIRED 00!lECTIp15 ARE CONTRI�TOR'S CqPLETE RESPoNSIBILIiY . (4)-16d NAILS AT 8' qP�GHOR BOLT AND MINIMUM � i � - TO SOIlS REPORT Fpt BRpci �LL WTERi�L . TO I 3/4" L�/I.. RIM BOARp i i F . LAAlIN11Tm BENIS 1" $FIIM AND NON-SHRINK 6ROUT � � 1 . ALL UW INATEO 6E�8ERS SMI�LL BE FA�t ICATm OF OOUGLAS F IR LARCM AT 12 C. PR IOR TO INSTALUT Ip1 OF 1ECNNI IC/U. AND EIECTR ICAL EQl11PMENT OR OTHER � � i , NO BAq(i1LL1l� SHRLL � PLACEO /�AINST LOMER LEVEL NMLLS UNTIL THE LO�ER pp� y��STUtE C011Tp�T IN ACCqtDNICE WITH WCLIB. ALL SiZES $lpNM ITEMS TO BE ATTAq1ED i0 TE STRUCTURE , ENGINEER'S APPROVAL OF CpNECTIONS 5 � C T I ON � I ' LEVEL FLOOR AND W� IN LEVEI FLWN ME IN PLACE MD PROPERLY NialpiED . � � CONCRETE SLABS SwLLI 8E PROVERLV t�IREO . MtE NET . A►D 9UPPq2TS �+AI.L BE OBTAINfD . tq�LESS SvECiF �CnLIY DET� iLED ON � i i 2 . LMIINATED IEYBER 5lIALL BE DETAILED AND FABRICATEp IN ACCOfiDNICE NtqiITECTUtAL 1� STRUC7URAL DRAWINGS . RESPECTIVE SUBCONiRIYCTOR 3/Ib i i * WI7H 1FIE STNDaRD SPECIFICATIWS i�t THE DESICN AND FABRICATION OF S11ALL FU2NISH ALL iWICERS CO�ECTIONS , ETC . , REQUIRED Fqt INSiALLAiION OF 3�4� � � -�� G . CENiER ALL FOpT 111GS UOER NSLLS . Ca.W115 OR OR ID L INES ' � , P4E• • ,�Q INILESS NDTED 0T11ERN15E ON PLNlS . _ 57RUC7UtAL CLUE LAMINATED T166ER, UTEST EOITION AS PUBI. IMEU BY AITC. HI$ ITEYS. i i O� �.• 3. PROVIDE IMITS CONFORYING TO AITC 117 , 24FV8 , D .F . FOR CONTIMIWS � � � AE16ER5 AND CANTIIEVERS MD 2�FW , D .F . FOR 511PLE SI�PORT 1E�6ER5. D . PROVIDE ALL EIBEODED ITEMS IN SIAIICTUNE AS lqTEO ON ARCHITEC1INtAL , � � • �• ,) H , Cp�TR�CTpR TO PRW �DE , AT NIS ExPENSE . FiELD DENSItt TESTS pr CU1pACfEp I° � � 1 • Fi�� INOER FOOTINGS � INTERIOR SLABS -0I-GRADE . ��� �µ� � �SI(ilED W17H IERO CNBER WIiH TOP SI�tFACE CLEARLY IffCHM11CAL . ELECTRICAL AND STRUCTIIRAL OIUWINCS. YISCELLANEOUS E16EDDED RE: PLAN O BL'II,DING #1 STNPEO OI EACH IE16ER . ITE115 ANp ANL410R BOLTS SHALL BE FURNISMED BY STEEL SUPPLIfR NID INSiALLED � � �: V B�' CONCRETE OON7RACTOft. STEfL 9iALl fULF ILL ASTY A38 . TOP OF i i i t� GP.NT?RAl, NOTf+S dc DT•TAIIS I . NOTIFY SOILS EMCINEER MIEN EXCAVATION IS CpPLETED 50 THAT CONDITIONS W1Y FOOTINB � � • ��0 BE INSPECTED PRIOR TO PLACpAEtIT OF ANT FI�L OR CONCREiE . G . PLYMpOD DEpC At�/OR ORIENiED S7NND � . i i �� 1 . PANEL THIqCNESS SHALL BE AS SFIDMN pl 7HE atAWING . 11PPLICATION SHALL E . PR�IIDE ASPiW_TiC WISt �C -CWTiNG ON ALL S7EEl AND YAO� EI�OSED TO ENtTH , � � , �� BE IN 11�pANCE NITM RECaEIDAT IdiS OF TNE A1ER IGW PLY�� 5 . SL�B ON GRME ASSOCIATIpI . i . SI�I1T SIOP AND ERECTIpN DRAMINCS TO ENCINEER FOR REVIEr OF ALL STRUC'NRAL . , ; , . d n . TNE PREPMtATIpI Of 7XE SUBGRA� FOR 7HE SlA6 ON GR�DE SHALL 8E IN STRICT 2 • EM71 PMIEL 91ALL BE IDENTIFIED wITH iHE GRADE -TRADEMIIRK OF THE STEEL , iHE WINUFAC7URING OR f�BttICAT10N OF ANY ITEtlS PRIOR TO WtlttDl REVIEN . , � �� ° . -- ;° . � � a �• � - AIkRIGN PLYYqOD ASSOCIATip! A!D SFIpLL 1�ET THE REOUIREMENTS OF OF SIiOP DRAINING$ MILL BE ENTIRELY AT THE RISK OF 7ME CONTRACTOR . 7,� - - . • " - • � P ACl'.�DIINCE NITH 1F� Pfi17�Ci SOILS REPoRT REFEffENCED ABOVE . 1HE U .S. PROOUCTS STANDARD P51 � UTEST EDITIW FOR PtYMOOD . ALL PAMELS Q - � � ' � ' °' � " � - - - � I a O I CONiRACTOt SFULL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATIpI R1 �►1 �IIfH HAVE MIY EDCE dt SUtF�E PERWWENTLY EXPOSED TO THE C . YMTERPROOFINC , VMIXt 8NtR1ERS, W47ERSTOP , ETC . , SMALL BE AS Sf101W qi THE J REQUIRE6EENNTS TO iHE CEOTEGWICAL ENGINEER . NEAIHER SFNLL BE OF TI# EXTERIOR TYPE . ARCHITECTURAL DRAWIIMS ND AS 1lDICATW iN THE SPECIFICATIOiS . V - " � � ' 6" " - • ' 8 . IAVENENT OF THE ."iLA6 O! GRAUE IMY CAUSE pNWCE TO AN7IHINC OOIqffCTED 3 . Fq2 FLOORING USE 3/4' TiG Si1RD - I - FLOOR SHEAiHINC CLUED MD NAILED I TO BOTH TFff SLAB AID 07HFR PORTIONS OF iHE SUPERSiRUCTURE . ISOU1TIqi WITH 1UD NAILS AT 6� ON CENTER ALONC PNIEL FDGES AtlD AT 12� ALONG H . ALL WSOl�2Y AfD STUlff VENEERS 9iALL BE ATTACHEp TO INTERIOIt AND EXTERIOR � RE= F'1-AN DETAILS Fqt PARTITIOM W1L15, BASE80AND5 , PIPINC ND OTHFR ITEMS WY BE INTERAEOIATE SUPPORTS . MMLLS AS SPECIFIEO IN SECTION 1405 OF THE INTERNATIONAL BUILDINC OODE . REQUIRED . REFER TO THE APPROPRIATE DRAwINGS qt CONSULT WITN iME 4 . FOR ROOF USE 5/8' (40/20 SPAN RATING) EXPOSURE I SHEATFi1NG NAILED REINFORCE T RESPqNS18lE IE18fR OF THE DESiqI TEAM PRIOR TO CUNIECTING ITp6 TO BOTH YY�TH tOD NAILS AT 4' ql CENTER ALONC PANEL EOGES IWD AT 12" AIpJC I . ALL DIYENSIONS pl STRUC711RAL OR/UMINGS SMMLL BE CHEp(EO /iGAINST F �ELD MID RE� PLAN iHE SL�B ON CRADE aD OTHER PORT �WS OF nE SUPERSTRUC7URE . INTERIEOIATE 9UPPORTS . ARCFI �TEC7UtAL ORANIINGS . � � Cj � ( ON � 3/4" = I'-O' � 2004 42�40 ARCHITECTURE, INC. SHEAR WALL SGHEDULE WALL FRAMIN6 SFEATtlN6 A!D BI.OGGIN6 REfi�tE� BLOLKIN6/RIM 51LL RA7E fl.00R TO ROOR Fd/OA710N MK.NOR TYPE `REQIIR�ENfS FA57E1ER PATTERN AtC ATTK.IPENT TO BOARD ATTAL!lENT AttALlFEiff HOLp-pOWI$ lIOLp-L�OY�lS BOLTS NN,p, ON PLAW ROOP OR PLOOR TO WALL PLATES TO FLOOR S�EwhaHS S�E�awne� (1)-LAttERS SM� �Xb 571A5 AT 6YP5tM BOARD 1 W' RIM BpARD µHlOd TOE-NAtS Q!-faOYK IbO id' O X 6' 1•-4' W7M OP� S�DE OF WHLL q2 ��,p15T WiH 100 AT EALN �OC,K NAILS AT 6' �7/A- -WA- EXPAIKION O 1X 51LL PLA72 WTN 60 GOOLCR NALS AT 3' ANGFIOR NNL9 AT q' AT AT 4'-0' e�sE �r "'° e°' 1 2 3 A 4 n� GOOICR NNLS AT '1' AT FALE PLY � 3�-4� X $'-9' X 10' FOOTIMEs WITFi f4)-�5 LONfsI71JpINA�L� � W' RM BOARD OR l6'-9 1/�' [b)-NS TRANrVERSE �F'�� J O1%6 5T1A$ AT IS/9�' PLYYVpOD I-,p1ST WTII (ZpROK3 IOd TOE WVL9 � �60 IQ' O X 10' D 1'-{' W7H W7H IOd NAILS AT IQd NAtS AT �' AT �' pt 5l�,�ON NNLS AT 4' RE� RAN R6 PLAN ANGl10R BOLT 2X 51LL PLA7E �• AT PAlEL EpBES OPFSET�ROYiS I/Z` ASS GlW AT 1'-4' AT 1'-6' 3'_g' 10'-1 1/1' 4'�4' Z7 3 3/8' 4'-4 I/4' 9'-O' 4'�4 1/4' 10'-I 1/Z' 3'-5 ,� MNMM i S�hP�.�Or� h6i60 S�MPE+Or� 1p6w 3 3/4' 13'-3' 14'-O' � I 3/4' I 4'-O' µ'2' ' 3 3/4' 3'-4' X 3'-4• � BXb 57UD� AT ISPlZ' PLYWOOD I SH' L Vl. W TH 51hP90N 'A!6 GLIP (3FROY6 16d 87'RM �ALH pp lALN NO OF 9H'1 % 10' X 10' FOOTIN6 OG 1'-4' WTI W7H IOd NAtLS AT (2)-ROW3 I00 WULS AT 8' WTH Ed NARS AT $' OP WALL UNp, WALL UAO. pJ ANL110R Bq.T � _ _ WITH (4)-M3 � ��L �' AT PNEL ED6E5 AT 9'�OF� X 1 1/y NNLS pl PLAN PLAN AT 1'-6' I � 1 � i i � 1 6 A � �. 1 . t:AGH Y ,� `n� �'' C� I I I I � = -�-_ -- _ _ _ �„ - - - - - - - - - - - SM�F'S0q LTA4 51hfx}ON M5T60 51lF50N ID6A 6 �I O3 X 6 S T W r.a A T I S/3]' P L Y Y l O O D 0 1'1 3 J t' L.V l. W 7 N A T 6' W T H 1 6 0 ($1-R O Y 6 1 6 tl S T R M E A L H E I D E A L M E I O O P 3 H'1 X 1 0' � � ��+1 1' $4J1 � - f- �: _ _ _ _ � _ I _ � I _ - _ _ _ _ _ _ _ ' � �(� � D 1'-4' W7N EAGM FK.� W7H HI'ROWF+ IOd NNLS NNLS NALS AT Y OP YMLL UJiO. WALL WtO. ON /1NGCR BOI.T � 4`' ...' I -_,._'_ .._ _'_. T O 9X6 5H_L �Otl NNLS AT Z' AT 3' OFF9E7 Rp6 (OR�B� PLA7E ON FLAN PLAN A7 9' I I I I' I L J „ I _ _ - - � � _ _ _ � PLAT! AT PAIEi EpBES IQ' MNMM VERTILALLY) i3�o � i - ~ _ - � _ - - - a O � ' � r J - - , , !-�v �-� � A _ry � � 1. AL�YY700D PA1EL EDBl�'� BKXED W7H rRAMRl9 MATGHN9'RHiJ1�D 571A 7F�LKlE56. I I I : �;� I I L-II 6 I j L � � - � .� L _ �� J � � �. N1 PLYY'IDOD PA1EL5 SMN.L BE APA`RATED E%F05tlRE 1 51lATHW6 L `. . . - - - - - - - - - �' � I � i ❑ � �� � T- T_�Z _ _ _ _ _ _ _ - _ - _ - _ - i I �-Ib'�") �• II' B �'I6'�'� I . . 0 a-Ke. 3/5�DI FOR TYP�LAL MOLD-DOYN U75TALLATIQN DETAIL. . w - � p I I 'ry � [-u'-a' � [-��'-v-] � p � 'T� �. EMENT OF SFEAR WALL DBIOTED 6Y _ •� - � � _ O - - _ - - - - - - � i � (.� S. IN LIEU OF 9X FRAMINB. DQSI.E 2X 511A� 6U�D AtD NAILC'D W7H (]}ROWS 160 NNLS AT ! � ` _ �---..-_ �: � jA I I I i 4' SLAB-0N-6RADE I � � W ` � 8' MAY BE USED AS A C.ONIRAGTORS ALTCRNATE. L - J I WITH bX6 lN2.l X W�.1 l 3/8' l'-B 1/1� I'-9 3/4' 1" � t,� wu. vu,i.� roP ��s s+nu ►v�ve w wwa� svi.� �m oR +•-o� wn� ne�iaa ►w�s u� w-ROV+s - �- - - - - - - - 1 �. � �- - � - � ' Y n/ O h I - � I � � �` � a : t-�e•�•) I co��QU��r,Er,�rs � � I � � ��� � O �"' ` " ' I-��'-ta9 � Fwe.rae �.o�urro� R t,o� \/ L _ J L _ _ _ � J : AND FIN15H �i ❑ � (!�6•Z-) -Ib'�1 � i 9'-D 1/2' '-4 1/4' Z 1/1' � �I F�7� ` � '�` [ II'-6'] B -II'-b'� ,� _. - -r --, � �T� � � / �.� - ` � °4-� ' � - - I 1�1 • � � � � € i � / �- � -- \ TOP OF � • WOOD FRAMING NOTES= � � I 4• s��e-or, • I � �i � � �� - �-ib��� - � � � , x^B � � � � rarH exb w�.i x .� 5+ ry I , � 51 / / \ ` T.S. 14?G4XIQ �LL N � � i > >,` _, W.W'F. RE. '�R,G~. F�R � : � � / ..-."'� � HI FOOTIN6 GONT�NUE5 \ I � STEP � � I. ALL VVL�OD FRAMIN6 J01575 SHALL BE LPI32 TYPE .JOISTS AS � r � GOLOR REQUIRE NT5 � I 12 I!4 l Y M.qM1FAGTURED BY LOUISIANA PAGIFIG GORPORATION. ALTERNATES � = APp FINISH - - - ' - - - - - - - - - ' - - - - - - - - - TO L OVER LOW FOOTIN6 \ - - _ Iq SHALL HAVE EQUAL OR 6REATER GAPAGITY AND SHALL BE A � -II'-11 1/2' / '- -" - ` _�-.-j `--- = ._- � - � ' = "' `-- - - - - - - - - - - - - - � � D.3 O �. REVIEWED BY THE EN6INEER OF REGORD. ! � _ - _ __ _ =- �LL � LL ". -_ _ _. - � F� m I TOPOP � � - r- - - - - - - - - - - - - - - - - - - - T � ' STEP ry x r - - - _ - - _ _ I 0 LL] a �. 'L V1' INDIGATES LAMINATED VENEER LUMBER BEAMr.�. AS MANIFAG7URED BY a Xqg � (-16'�'J � T •�, _ � � TS. 14Xr4X1/1 ; �_, LOU151ANA PAGIFIG GORPORATION. ALTERNATES SHALL HAVE THE SAME OR i - �'-O' 1 - 6REATER GAPAGITY AS USTED IN THE STRUGTURAL 6ENERAL � � WALL STEP � � � - / I I T5. 14X4X1/� � - � TOP OF ' I ��N �`� �. \ ��• O r+ores. [-�•� i�-] � � � I I �u"'N � . �vwoo� � � b � � ��s n yy�� - � � - � - - -�. __ � � � T5. 14X4XI/1 • �-"' � � � � � C • ' S. �1�I�G�9 GOLUMN DOWN ONLY- MJLTIPLC �X rRAMINB N07'eD � ' -- �/ - - - - � � GOLUH9N � ''O• ; � � i � � � v O , - - - - - - - - �' �- HI6H FOOT N6 GON IWES � � ry �'�` �� ' � ' � \ _ -_ : , 4. � INDIGATES GOLUMN UP AND DONW UNLE55 IT BEARS ON - �_16_�,� � � -�r TO L R LOW IN6 I I ! _ _ ' ' } I I GONGRETE iNALL OR FOpTIN6 BELOYJ OR IT IS LABELED UP ONLY. _ ' � I . O '" " � 54JI � ' I .1 / _a J � - _ _t �_ : �1 � � i 5. < > INDIGATES TOP OF BEAM ELEVATION OR PLATE HE16HT ELEVATION. • •p %� ` / � A : ` I: , j- �' L��� : � :` S�AI n p i � I 1 � a I I : 't- !2)-i2' LPI/32 I I AT 1•...a- I � � I /.- � ' � AT 1'r1' OwNER/nEVELOPEIt b. � INDIGATES TOP OF STW1G7U2AL FLOG�R SHEATHINBr IN � -. ' / � J� . J . � ,I I :� T�� � �= " � � � � I � ELEVATION. � - / / I � �� � �� � � '0 l. HEADERS SHALL BE C37 2X8 UNLE55 NOTED OTHERWI5E. ALL / i i o -:� ry � i i 4 : i , i i I " i i -- i V A I L R E S O R T S ' DEVELOPMENT HEADERS SHALL BE BU�I_T OUT TO 5 I/�' C3 1/�') HpDTH BY I . � ? I - ' 12' LP1�2 � i ., � � < � y � i �. �P� � � y i - � � I ' � . I � COMPANY ADDIN6 PLYWOOD SPAGERS AS REGAJIRED. I `- € I � � 12 il1 � � ° : 8. ALL GOLUrMI''.a SHALL BE C3)ZXb UNLE55 NOTED OTHERWISE. � , � ""_ € I I AT I'-4' �- � I � , ry � � AT 1'-4' ey�al ��;�i Il=� 3/4' � STEP 9. WOOD GOLUMNS SHALL BE GONTIMIOU�.a FROM FLOOR � O ' ° �I �11 I � � I I I F O O T�N 6 / � ° / il1 AVON, COLORADO TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO �0 � � � � I 19'- I 5/8' � � I � I I - - _ ...� � 12'-5 3/4' I 3'-O' E�?FOOTIN6 � �� d1 nxctnrecroFrsecoRo NOTED GOLUMN StZES AS REGIUIRED. I ' ° � I I � � WITH )-Nrs TOP AND f' � 10. � INDIGATES INTERIOR BEARIN6 WALlS. FLOOR J015T5 � � � I I � ' � I ^_ _ I-12' LVL ' TT i ' O � ; - ; ` BEARIN6 LOGATIONS SHALL LINE UP WI7H 57UD�� BELOW. � � W�►LL STEP ' < � � I - - I � � - ON 6 GOLg ■ � , �,I 12' LVL IN-LI E 54J1 , : . _ � WITH 5FIEAR L � � I � : `` _ ....-�� I I � C.� 11. ALL EMERIOR WALtS SHALL BE GONSTRUGTED U51N6 ZXb • � LL� � ♦ ' F oPru+a � I � � 'a � � i�3 ri r- _-_�_- -` �° _ ; _ h � i ' � � �' ,� � `- - - - � STEP L ARGQ�[CIIJRi S l U D� . R EF E R T O E X 7'E RI OR W A L L D ETAI L S F O R A p DIT1 0 N N.. � � I T 5 4 X 4 X Iµ � � INFORMATION. EXTERIOR STUD�� GAN BE SPAGED �'-O' FOR \ I STEP BOTTONI 3'�b 5/8' 5 M HDIS n � � � i :i r � - - � Derwer. Cdoraao 1�1 \ GOLII"N � � ` H 51 Flpl°J � WALLS SFiORTER THAN 10'-O'. S7UDS SHALL BE SPAGED 1'-4' \ OF ROOTIN6 � 6� �L. ' I - $TEP gpTTpM STEP . FOR M1ALL SF�ORTER THAN 44'-O' AND TALLER THAN 10'-O'. . \ , � p I- �I �. I " fr r "` ', s.� bXb GOL. I I FOOTI � - - - - - - -J - $ P TTOM I I ry - � - �- - � M ;T9 4T)44X1/4 • MAS7'ERPI.AWJER � • � � FOO IN6 STEP BOTTa-1 111 - - _ .. I I i ,a � � i & 12. ALL BEAM/BEP.M AND BEAM/GOLU"N GONNEGTIONS SFIALL BE i � ---• I OF FDOTIN6 I - �- I i ;�ii J . ' .,� ''. GOWMN � i f � Y DESIGNARCFll1ECf MADE WITH SIMP�JON STEEL PLATE GONNEGTORS UNLE55 NOTED O ! ;= - � --- ` = i � �" mf+erzwi�. - I ; "± � _ _ :� _ --_ • - • _ � � � :� : . � :-- � __ G-is•-a-) I I . ' ` I I � I Y � - - - - - -- ------ � ._.�.__ � _; ;.- ; ; sreP eorror� eO HART � HOWERTON �3. r�. ARGHITEGTURAL DRAlNIN65 FOR LOGATION N� 51ZE OF � �I l-is•_a 1 s�r�sor�� - - - - � I ,� : __ -��� �•�o-x �p- - - - � � NEWYORK.NEWYORK R,OUf�F� OPENIN6r� IN WOOD 57UD WALLS. � 5 1 M P��O N � � O N b X b i € B E A R I N 6 W A L L � rJ � - - Fa��AGH ?� - `- �� - - -- � � FID5A I $IMPSON ; �i. C31- I� .-. 'ry � 3'-O' DEEP FOOTIN6 � ` � � HDSA i i i1 L � � - �. � I � • sixxucn,w,�Er,cu�qe 14, RE. ARGHITEGTURAL DRAWINEf.� FOR HANpRAIL AND STAIR M'1 I WITN (3)-�5 TOP AND F R A MI N 6 D E TA I L S. . FOOTIN6 -- I B O T T O M � ; • j I � � � 4'-b' X 4'-b' X 1'Z' S 1 . . ; � ._ J 5� � : � � Mo�o&an7�it,�cu�aFas. wc : : sreP I i � . ; �is•-a-1 I Rooru� win+ Cs)-•s � � � �-- , a0 A V O N.C O L O R A D O I5. ALL EXTERIOR WALLS SHALL HAVE GONTIWOIJr 571JDr FROM ( I' � � : � EAGH WAY I L � .� �-; i � � I I : � I � " becxnNica.ei..EC�ca.eNC�Fo FLOOR TO FLOOR OR FLOOR TO ROOF [INGWDIN6 RAKE WALLSJ. � � � - � � � I - - 1•��- � I � )- ` � � 4'-b' X 4•-b' X 1•Z' � � u-E �cIIaEEas. II� -� � � ( ! ' ' � � :�': � � � �e '��-O� � I _ ''�--- - �.1° , � I � Foorir� win�+ ls)-•s AVON. COLORADO 51 � � � . K � TOP OF I ' 1 ' 4' O' i .y: � � � EAGH WAY I � I CIVILENCIIJEER I { I; : ? : _ , :~--�- ` � � r�Ywao� � � '�` I acPUVE�arcu�rEeRU�rc.INC. : y : ° .� FOUNDATION NOTES= � � =- - �� �- -. ' �� : : '�- _. . • �I � 3��• °° . - ! � LPI� � I � �' I va4cowRnno � - � � . � !' F--�� --i- . � AT 1'-4' � ' 1. DATUM ELEVATION O'-O' EQUALS USEf ELEVATION 8120'-�i' � � r BELOW 5MEIaR WALL ABOVE ,� � � � � ' n � � r3'-3 'JF4� � �, � ry � � � • �•�• X �• �� : � . . _ � . I � ' € I - I PRO]ECT NUMBER 6285 Q I ` � Y ; , F � FOOTIN6 I7'ij[ �-O� f � SI P50N FU � '- 3'-b'X3'-b'X6 DEEP � � ' � r1 �. IXXX'-X'] �NDlGATES TOP OF FO(RJpAT10N WALL ELEVATI�.1. � " � �. - I !1 � � C3)-NS E �4�_°_`�����,� � Q R Y1 51 - GONGReTE P '� � �b'�' WALL ',� � --- I ! � � O °J. [xXX'-x') iNDIGA7E5 TOP OF FOOTIN6 ELEVATION. r ��� I �' � I O , I � .p� E� L � �:. � � ,� _; I WITH (3)-�5 E - H WAY Y � � . STEP dJ � I 4 �`I � ISSUE REVISION DATE 6 STEP , I ,� � ' . ryI � € , _ X I� HANEsER � FOR MEGhI: E tR ; u1 � I TOP OF � � � n , � 3J12 L a[.L. � - � GR.nwLSP.nGE � '^ I � tl1 ; O 6 C O N S T D O C 0 8-1 3-0 4 4. �P�T O R S H A L L F p L L O W A L L R E Q U I R E M E N T S L I$T E D I N 5 p I L 5 I � I ' � 3'-1 1 3/ ' ' - ._b. - - <' - > � r: ` � � B A G�C F I L L (r 4 � �' �; � � , r1 � � .__.� � i i E : � I : � . � � ; �' ' : Zxio nr r-a� I : : I � . � " FINAL CONST. 01.03.05 5. GONTRP.GTOR SHALL PLAGE (3)-wS VERTIGALLY FULL HEI6HT OF ry � ` � � ry ' WALL AT HI6H SIDE OP ALL WALL 5TEP5 HI6FER THAN 4'-O' IN � � � ; � r �: I �` L�� . 7�Xg" "j--�� � } � � [ : � � � � � `� � ; � O q . ADDEIJDUM 1 01.12.05 ADDITION TO WALL RE�NFORGEMENT SHONW OTHERWI5E. � � � � -13'-O 1/Z` � � ! i I i '...��,�r+ I � - L-�5' 8'r J o 1' - � " 1 1'-7 1/4' A T 1'-4' -1- ' � TOP OF � _ ' F O O T I N 6 i : f I � i 5 4J1 b. ALL FOOTIN6r� IN GRAI^LSPAGES SHALL BE BAGiC FILLED W�TH rI I � ` � - ` � � s GONPAGTED 5TRUG7URAL FILL TO THE TOP OF THE FOOTIN6 -� , � FOOTINEs : � - IN6 �` � � � ���� � ; h ADDEINDUM 5 05.16.05 I � Ib'�' ' � [3 - � _ PLYN100D � � STEP . � � � ; � M I N INUM, UNLESS NO T ED O THE R W ISE ON PLANS OR SFIOWV ON � - ! STEP I : � � I � � • � 12' PI/$3 AT I'-4' � � � . I : 4 � � $T :-., )-N 1/1' LVL � : !�J-IZ" L V L � ' � : : s�noris. s~�i ! • � �w,a.�sP�: : I : I . I � � : I '1. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF � � � ( I �LL �_�7�� 3/8'I � � X _ _ _ . J J � _ _ � ' PLYYJOOp FLOOR SFiEATHIN6. .^I ' �, I . STEP I _ I; I m : • � �: : i i ` O A 1' - � 12' LPI/3 I � I 8. FOOTIN6 ELEVATIONS SHOV'W ARE MAXIM1N�.a AND MAY NEED TO . I - j i =_' - �`_.- - _- _-- _ = � � - :�°�T I'�4' I � - � � € y BE LOWERED DUE TO 501L GONDIT�ON� . VERIFY GHAMUrES WITH d� - - 11y �: L - - .-rr- - - - - - _ -_ � _ -.� ; W � _ « _ .. ._ _ -� GTF� - - - p TI STRUG7URAL EN6iNEER. ' ! � ! W � I I = - � - I i � ' ` [. . _. _._.__._..., - - .. - - -� ' - � ^ v � � ' , 4. PLAGE SLAB ON 6RADE ON 57RUGn1FiAL GOP'PAGTED FlLL OR `'� I , ' + - r � i OPENIN6 F 7. WALE. STEP �� I . - - - :�_. - F� A. 7 NATIRAL 6RADE A$ OUTLINED IN SOIL$ REPORT. : I , I � . DUP'B WA1 R SFIAFT GRp,y�gpp,GE : � � _ry I I € I ` -13'-4' AGGE55 OPENIN6 ' : � _' ;! _ . _ - - - - -- 10. UNLESS OTHERW15E NOTED - ALL SLAB ON 6RADES ARE 4' TFIIGIG • ; _ • ' ; (.2''b' X �'-b'I : ` '-"j (� _�j: � WITH bXb Wa.l X WZd WELDED WIRE FABRIG. � � - i � 12' LPI/3� - -L- TOA OF SLAB T 6ARA6E � �XIO y:REATEQ-_* � - - - - - ' j � AT 1'-4' � LED4�R WITH �� - 3'-0'X3'-O' GONGRE7E II. PROVIDE GONTROL. JOINTS G1R GONSTRIJGTION JOINTS AS 5F10MN ~ , I � _ : r PIER TA. PIER � I-�3'-5'] 5/8'm '�XPAN�OW : ` � ON FOUNDATION PLAN. MAXIhUM SIZE OF EAGH AREA SHALL NOT Q .i I : � ' ° ` 3 ANGFIOR AT 1'-b' 8 i � „ L _ � _ � _ � : I fREINFORGE PER 6/'S�4.11) s..�� _ _._� ss�� < EXGEED �25 FT? N � � 12. GONTRAG70R TO GOORDINATE ALL DIMEN510N� AND DETAILS - � `-! o WITH ARGHITEGTIRAL DRAWIN6��• � � - �x - � ■ _._, ■ ■ ■ ■ - i °0 13. GENTL`R FOOTINFf3 UNpER 1NALL5 AND GOLUMN5 UNLE56 v� � � : � � pIMEN510NED OTHERWISE ON FOUNDATION PLAN. - - " - - � J ; � ; ? � 14. REFER TO AR.GHITEGTURAL DRAWIN6$ FOR STAIR FRAMIN6 DETAILS W'0`LL ! � 8 UNIT If0 � ; UNIT IS _ ` € : � � AND LANDIN6 SLAB ELEVATIONS. STEP ; � � � ? 54�I ; ■--■ ■ . O�Q1OE ••...�b, � I5. ALL 51TE WALLS NOT SFIONW ON THIS PLAN SHALL BE BUILT PER ��� ` w ARGHITEGT11RAL LANDSGAPE PLAN5. DETAILS AND ELEVATIONS. ? ? =F'; - Q ' • �j _ BUII.DIPIG #1 �; o � 51TE WALLS SFIALL NOT BE GONNEGTED TO THE BUILDIN6 UNLESi$ ' ' 13'-4` € ; i 12'-10 1/b' = I'S'-3 I/4' 1�'-10 I.(Z' i 44'-',} I/�' 4'-11' : �i : GARAGE LEVEL FRAMING 9 NOTED OTHL°RWI5E. ` ° � � ° : 0 AND FOUNDATION PLAN � � . =;�� �---�= -� Ib. = -- ` = INDIGATES GONGRETE WALL AND FOOTINE3 GONSTRUGTED i ; !--^ � �-�- = "'' : ; ; ? ll•-6 1/�' o UNpER SEPARATE PERMIT. � � , : ' ' ..... . • • . --......_..__._._..._.._._.-_.__._.._.....__.. _; . �d :P� � . : . .. , , . . � � s � . io � I'I.O X INDIGATES SHEAR WALL. RE. SGHEDULE FOR I.NGFIOR BOIT 5PAGINEr � ' I (/,: ��{ �' �/y� F I V I `-�-.� __._ ._ �. _.`_._. � SPAGIN6 AND HOLD-DOVJ�lDS. i � � � ^ � I � ^ � � " ' ��� ^ ^ � " � ^ � � �� � �� (5) Crawl Spaces: Crawl spaces ,: ; : , accessible through an opening N ,41�1D FOUND � T I ON PL .4N squa erfeetrin area, �h five feet o �'`4 ' ��� (5') or less of ceifing height, as � heaearth to rthehundersade of _. ....._. _ _ . ___... ....__ ........_ ' = structural floor members of the iling a embly a SNEAR U1ALL SGNEDULE � 2004 42�40 ARCHITECTURE, i►+c. WALL FRAMING SHEATHIN6 AND BLOGKIN6 REQUIREMEN7 BLOGKIN6/RIM 51LL PLAiE ROOR TO F1.00R FOUNpAT10N ANGFIOR TYPE REQIIREM@1T5 FASTENER PATTERN ANp ATTAGFNENf TO BOARD ATTAGFMENT ATTAGFFENT HOLD-DOY�OJr,� FbLD-DODJ�7 BOL.TS - N.NA. ON PLAW ROOF OR ROOR TO WALL PLATES TO FLG1pR �nrHU+� �+Ennii� !aa-u►r�s sie• �7cb 5TUD5 AT 6YP5tM1 BOARD I V4' RIM BOARD (4}IOd TOE-WULS (2J-ROY� Ibd I/2' 0 X b' I'-4' WTH OrE SIDE OF WALL pR 1-J015T WTH IOd AT EACkI BI.OGK NAILS AT b' -WA- -WA- EXPANSION O 2X SILL PLATE WITH bd GOOt.ER NAILS AT 3" ANGFIOR NAILS AT 9' AT AT 4'-0' 2� BASE PLY AND 8d LOOLER NAILS AT 7` AT FAGE RY , 2 3 4 1 V4" RIM BOARD OR � O2X6 5TUD5 A7 15/32" PLYY�IDOD I-.1015T WTH (?1-ROWS IOd TOE NAILS (�J-ROhF Ibd V2' m X 10' B I'-4' WITH t�qiH IOd NA0.S AT IOd NAILS AT 4' AT 2' OR 51MPFiON NAIL$ AT 4' RE: PLAN RE: PLAN ANGF7pR 80LT q�-0^ 14'-�" 2X 51LL PLATE 4' AT PANEL ED6E5 OFFSET ROWS I/2' /35 GLIP AT I'-4' AT I'-6' � � � � MINIMUM I I � i i SIMPFiON M5760 51MP�'.�ON HDbn � � i I 6 � ! r/� 3X6 57UD5 AT ISl32' PLYYJOOD 1 3/4` L.v.L. wITH SIFY''_�ON A35 GLIP (2)-ROWS 16d STRAP EAGi ErD EAGH END OF 3/4"O X 10' V J GO I '-4' WITH WITH IOd NAILS AT (Z)-ROW�'� IOd NAIL5 AT 8" WITH 8d NAILS AT 3' C� WALL U.PLO. WALL U.ND. ON /�GFIOR 80LT I � bXb 54.11 i � � 3X6 51LL 2' AT PANEL ED6E5 AT 3" OFF*'.�ET R�5 X 1 V2' NAILS ON PLAN PLAN AT 1'-b" 13'-3" " 14'-O" I GOLUMN I TO PLATE I/2' hlNIM1M � i i _ 1 _ I . . I � r , L --r _ - -- - --- - i � bXb � 6X6 V � G�LUMN AND PIER , GOLUMN AND PIER 4�� GOLUMN AND PIER ' 8X14 SIhP50N LTP4 51MP50N MST60 51NP�'_�ON FObA II I ! : � GOLUMN I GOLUMN � 3nb 57UD5 AT 15l32" PLYwOOp (?J-I 3/4' L.v.L. rUTti A7 6' WTH i6tl (]J-ROMI� Ibd STRAP EAGH B�D EwGH END OF 3/4•m X i0' � i � b � - 2 3/Ib" � � �..t.. . . .� � i � �. _ . ..I.. -. � � O OD I'-4` WTH EAGH FAGE WTH (4)-R�NS IOd NAILS NAILS NAILS AT 3' �F WALL UN.O. WALL UNA. ON A�GHOR BOLT - - - - 3X6 $ILL 101d NAIL$ AT 2" AT 3" OFFSET ROYJ$ (ORIENT PLATE ON PLAN PLAN AT 9' I __ .. . .... i _ _..__._.__. __.. _ .. ___- _ -_- ..- - - . - - - ,_. _ 6X6 � � i , - � � � PLATE AT PANEL ED6E5 I/2' MINIP'UM VERTIGALLY) I �'�� - Gp�,�N �.}I . 8X14 ; _ _ , _ 1340 I i i ! i � � p � I _ � i ; � _ � i _ _ . i.. , � ; NOTE$, ; � � , � ._- .. __ I. ALL PLYYJOOD PAlEL. ED6E5 BhGKED WITH FRAMIN6 MATGWN6 REQUIRED STIA THIGKNE55. 6X6 6X6 _ � � _ __ ____ _ _---- } J (V 2X12 W � (?J-2XI2 i ~� Q � 2. ALL RYY�IOOD PANELS SHALL BE APA RATfD EXP05URE 1 SFEATHIN6. I GOLUMN GOLUMN 8XI4 I�_ a 3. RE: 5/SIAI FOR TYPIGAL HOl_0.DCIY�I INSTALLATION DE7AIL. �-- ' ° -� ' � - - �, � � ' 4. EX79dT OF 5FEAR WALL DENOTED BY I . _. T ____. -- ---... . . ..... . . ... . _--°-.__ _. .._. _1 i � � � I i_...._l I N J1 I ry (; O AT 1' O' � } AT I ' I 5. M LI�1 OF 3X FR/1MIN6, Dq1BLE 2X STUDS 6LUFD A►O NAILED W'M (?J-R04�1�' 16d NAILS AT i ; 8X14 � ! ; s, X I 8" MAY BE U5E0 A5 A GONTRAGTORS ALTERNATE. - ` - � ; � j � tV ' _ w r1 b. ALL WP.LL 70P PLATES SHALL HAVE A MINII+IIAM $PLIGE LENG7H OF 4'-O' WI7H (16)-Ibd NAILS M (?J-ROWS. �� ^ - -- � I � i ; ry , b -�. ! a Q ----'- ----IJ � I_._- } ` A ry l j A'-B I/2�� �_2 1/ I � "!'-8 1/2" � - I'-Q 8/4' �j � V f I 1 ; 1�1 � � (2)-2XI2 2XI2 ry � i � TS 14X4X1/2 � � I � � ry� ' AT I '-4" AT 1 '-O" � `� + FRAME GOLUMN I I i :. ._. _ .- - -- -.-__ .__. ._._ ._n � � ¢ [�] � •� r . _ (�) 9� 1%- ' V_L. ` \ -0'_ I/ " I !"'� I � I j W � � � 6 sa.11 i ' , � � l�9 r�� oF ' � � I � I ; 75 4X4XI/4 S I I � � �* PLY�M � I m 1V W �A GpLUMN �'�i ,,(� T514X4 r ` y'� i 0. i � � i 'Y' <, L FR.aME GOLUM ± � h � ! � � `yi-�� � , - -O'-2 1/2' A1 - . _. - AT 1•_4� - -- �.y _ � I �__-_. _ .. _ _.. _ .__. _ - ----- _ ._ _.. ..._-_ _ _.. �. . -�-�� � � .� �_�,� ._ _ .� __ �. __.. . ,- - - -- - - (2)-12" LPI/32 � - - - � _i_. ..._ . . . -J�lQX.4XIL2-.._. .. _ _ 5411 - D . 3 [�] O _ ... ... _ ._ . � 1^ - � PLYWOOD JY (3)-9 I/2' L.V.L. T5 IOX4XI/2 -� <-O'- 3/4'> i � I � I � < 33/u4�"> i I i I � i � SIMP''aON � ,� ry a (2)- G5X9][ � � P ONLY (5)-2X6 FiEaU�'.� 410 ONLY l` � M1 O � GOLUNNr UP ONLY I i I GOLU HANGER (5)-2X6 i i � � (5)-2X6 �tl I . EAGH END G��-UMN � `-_ r 1 '- ' -- �-- . .. O . . _ .I [4)-IZ" L.V.L. I �` � _ .. - _ � - - ` - - T � � 12" LPI/32 i �. I )-9 I/2" L V . I/4' STEEL v � � AT 2'-O` -J� : 12' LPI/32 �L - ' . • � ' AT I '-O° 12" LPI!$2 � � (?a-�2" LPIl32 SADDLE I�LDED � � � I }'� - � AT 1'-4"I i . WOOD FRAMING NOTES: /' ,� , � Ar r-•c' TO BEAM Y�B � $ I : I a. (4)-12' LVL � Q PROVIDE �:--� __ .. ...�. 1 � ry ' OPENIN6 FOR FLUE � � ' I . ALL WOOD FRAMIN6 J015T5 SHALL BE LPI/32 TYPE J015T5 A5 J ' I MAMIFAGTURED BY LOU151ANA PAGIFIG GORPORATION. ALTERNATES �� � OPENIN6 FORARFG� � � � � 5 BEL01^l (12E: ARGH. FOR 51ZE) �F���� ^ 5 '� BELOW (RE. � '� ' � C4)-�2" L.V.L. � � � SHALL HAVE EQUAL OR 6REATER GAPP�GITY AND SHALI BE ! � I � � �� ,� � FOR SIZE) � � j . �i ` � �'�� I � � VAIL RESORTS REVIEV�D BY THE EN6INEER OF REGORD. _ , � . _. _. _ � , ; , n � ,- � I _ I , _ ' � °'-O' , ; - DEVELOPMENT 2. 'L VL.' INDIGATES LAMINATED VENEER LUMBLR BEAMS, AS MANIFAG7URED BY , , 12" LPI/32 12• LPI/32 � i2� L�'��2 � ! ! TOP OF \ � 7� ,�7� � 7�� LOU151ANP. PAGIFIG GORPORATION. ALTERNATES SHALL HAVE THE SAME OR � AT I'-4' AT I '-0" N �Q AT 2'-O" � : I ..) I 2� PLYWpOp �)-2� ( CO1V11I11VY 6REATER GAPAGITY A5 LI5TED IN THE STRUGTURAL 6ENERAL I I � I � I - 4-u`9N �'a-�N � AVON, COlARAl� NOTES. � i � i (4)-12" LVL � � ; � � � i )-2� !2) 51 MST"12 3. ❑ �NDIGATE9 GOLUMN DOMN ONLY- MUl_TIPLE 2X FRAMING NOTFD � � ` � �-� ' ' UMN � ; : ; I ! . _ i _ (21-12" LPI/32 � 5TRA (WRAP naain'r:�-orar:cz�xn 51MP50N ..._.._ .:. . .. . ... ...� � 4 AT 1'-4' 5iMP50N J LVL BE ON FI..AN9. i � HGUS 410 1/4" 5TEEL SADDLE � FU HAN6ER - TO 9 ABOVE) �:�.- � / � " � � (5)-2X6 HAN�ER WELDED TO BEAM WEB � II N � 4. � INDIGATE$ GOLUMN UP AND DOWN UNL.E55 IT 9EARS ON � I , , • C3)-I�" L.V.L. i I �� � I � � GONGRETE WALL OR FOOTIN6 6ELOW, OR IT i5 LA6ELED UP ONLY. ` J ( . GOLUMN EAGH END (4)-12" L�/L � i ( p ) � � I �, _ , � . _ . .. ...J � 5. < > INDIGATE5 TOP OF BEAM ELEVATION OR PLATE HE16HT ELEVATION. ��- �LY ' � 2X8 � � � -'-- -- _ - -�?= L_" ��-`��-' - - -- - � J ) �'• � 12' LPI/32 O _O• 2X IN6 W.4LL AT� � � AT I '-4" I i'. - - - - J� �`--- . _.- �TM. • . y - 6. �--- INDIGATE5 TOP OF STRUGTURAL PLOOR 5HEATHIN6 `'� � �q AT 1 '-O" TOP OF LANDIN6 BELOW � .� �" LP�/3 12" LPI/32 C • 3 oeMar. coaam � PLYVVOOD I ' I AT I'-4' � �- - ELEVATION. �� � � R E� A R G H. F I I T I '-4' �'1 �� � ;` � SHEAR WALL . • LANDIN6 i : � � -�. i ; ansivtrl.�vavurt � �l ABpVE J RE: ARGH. FOR � � (3J-2XI0 . ry 'f. H E A D E R 5 5 F i A L L B E (3)-2 X B U N L E 5 5 N O T E D O T H E R WI 5 E. A LL � . i I O _ � ONLY ELEVATION • �p ���. �, I/4" STE 5ADDLE a� HEApER5 5HALL BE BUILT OUT TO 5 1/2" C3 I/2") WIDTH BY � � � I_ _ , _ . V � LAN��� � ; . .'-' - � N�LD TO BEAM� N�B - - I� � uiatcansu�n�:1• A�DIN6 PLYWOOD SPAGERS A5 REQUIRED. : L , - . (3)=12` LV� . ..., � _. . ..__- ELEVATION _ _ ---- � ' � , � : Y H RT� Fi0 N i _ _. __ _. �. . .�. �. . �.,- - - - - 12" LPI/32 l � L T5 4LUX�4 I/4 � � i � �: WIiRT H. ALL GOLUMNS SHALL BE f3J-2Xb UNLE55 NOTED OTHERWISE. C _ . . = - - - - - _ _ ^ (2I I�" L V.L.--_- . .-- AT 1�_4• � � � ____ I . � _ � � Gp , ! O •'O u�aaxoe�c, muc - - - Y n (� - - - __._ . . ._._. � X I `: N _ z. -�I . �_� • � • _aa . a_ • e=-� ti � I �t. WOOD GOLUMNS SHALL BE GONTIWOUr FROM FLDOR - -- -_ .. _ .. . ry . - -�� - ..___. . . _ __._. . _..._ __ ...__. . _-- --- TO FLOOR OR FLOOR TO R.00F. TRIMMERS SHALL BE ADDED TO (�) SIMPSON MST72 � - - --�- � ONLY � _- . � � C3)-2X4 , - - -- � � ! ^ i � � , ^ � 2X4 AT I 4 � -�,gµ._ ' ; � ' � � srxocn.anl.i�:s�tmx NOTED GOLUMN SIZES AS REGMJIRED. STRAP5 (N42AP �� . • � (a) SIMP�'aON MST�2 � BEARIN6 AT 2X8 T 4X4XI/4 O• -- 2)-1� 6: . i efcx�xo�mn�x�w.uxa_w�s,LVc A R O U N D I.V L H E A M .. ' I � STRAPS (WRAF I L A N D I N 6 B E L A T 1 '-4" G W M N � I � . . _. _ J ; _ . _ _ : � � � � � I e v o n. c o w e.w o 10. � INDIGATES INTERIOR BEKRIN6 WALLS. FLOOR JOI5T5 TO STUDS ABOVE) � � ARqJNp LVL BEAM - � z I � I . � � � .__ __ _. ! � i �2" LP132 � � '� �mcw�vau:,v.�nrnaca.rn�cm�ea _. BEARIN6 LOGATIONS SHALL LINE UP WITH 5TUD5 BELOhL B . � � I TO STUDS ABOVFa � 12' LPIl3�� ! (3)-2XI0 � �- -- -- Pti ': _ AT I'-4' , � � ' �m M-tyR:cu: Lvc, � I � --. AT I �-4 � 1 _ . . � � i � I I - 1 1 AVOk, COLURAOD ' __ II . ALL EXTERIOR WALLS SHALL BE GONSTRUGTED USIN6 2X6 •• - � � I -- - � NLY � _ _ � STUDf�. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL I� � i - - ' - . .. . ----- - -- - ' � � ^ 54.11 crvn•r�x;tw�R INFORMATION. EMERIOR STUDS GAN BE SPAGED 2'-CY FOR I' I . ! - O � � � . ' I i - - -�-� T?J �ry �L.Xl- -_ -' : � i ? nu�»euucwuxu:c.wc. WALLS SHORTER THAN 10'-0". STW�'.� SHALL BE SPAGED I•_4" . • � - . . + � ' vei�, coinuuo 1 FOR YJALL SFfORTER THAN 14'-O" AI�1 TALLER THAN 10'-0". iI .' ! � ._.^.._� . -._� , -� , s_,..� . .� _ � ' ; . . ...... .. . : . . . . . � I r -- . _' 51MP50N � ; \ ; 12. ALL BEAM/BEAM AND BEAM/GOLUMN GONNEGTION5 SHALL BE '' � _ _ ; - - - -- 4 � � � � ��R � i I I I = i MADE WITH SIMP''_aON STEEL PLATE GONNEGTQRS UNLESS NOTED �� � I '- - - . a'EN � �� I I O � � ' fV I e I PROJR(,TAII,'M1iNF,R 6�?SS OTHERWI5E. - - . - . _.. I I ': 13. RE� ARGHITEGTURAL DRAWING$ FOR LOGATION ANp SIZE OF �'�� � � � � ; I_ � � � f J 0 ' ! � 1SS r. RF.V1S10N llA'1'h ROUC`'aH OPENIN6� IN �d00� STUD WALL9. � � �-12 L.V.L� � � UMN i i J r:. � � ._ � � i 13 I � � I � � - __ 12' LPI/32 � . . _ __.... . ____ UP OXICY -- - ..._ ___ ._. __.. I . I . .. _ 54.11 X I ,.� I 14. RE: O.RGHITEG7URAL DRAWINtf,� FOR HO.NDRAIL AND STAIR i ' ry . _ . . . - -- . __ _ _ __ - -.. I. _ : OG CONS1' DOC OR-13-IM FRAMINB DE7AIL$. I AT I '-4" . . . ..--- : _ /� . . 1� I I � : I - -_ I I � . � � ' -'. 51 HU HANeER 'L�° ' ' l � {2„ LPI/32 I I � �p ' /u��� FINAI. CONSC 01.03.05 I5. ALL EXTERIOR WALLS SHALL HAVE GONTINUOU9 5TUD5 FROM " I T� ! I � --- - . ...- - .P.T I'-4" � ONLY 12 LP�l32 Yi% . • • ' FLDOR TO FLOOR OR FLOOR TO ROOF (INGLUDINC RAKE WALLS). A I ! UP � (2)-12' L.V.L. i - ---- W � �NLY S'�_� � � ( i I I -' AT 1'-4" 12 ADDF,NDLTM 1 01.12.05 ; ONLY UP . ' � - - I ; HnN6�R � � � I : _ (3)-2X4 54.11 ¢e ONLY GOLUMN ' ' � 51MP60N .. _ ; ------- -- _ � DDI?NDUMS 0�.16.05 I . ; ! (2)-12" L.V.L. . , � � �A � ' LPIr32 ' � • " I i �� HANCiEW-i �__. _ . _. . _ : 9 I -._ � � I'-4" . -� . - � I _ I _ Pa �_...-- -__.__ - - - _ _ _ _ � � � ` ` ; I i J �„/�,J�I�./ � 2X4 BEARI MU.LL i I I , $4.11 i lY � i � i j � ry ,�• �pv32 • • ON PREGA ;g�A6 I � � � � � , ! � � ; � _ ! - T �'-4' I i I ; � ; � � i RE�ARGHNEER 8 7 ��T I '-4' y . _ , " .___ . _ - -.. __. _. � I--- -- - - � + : .. _._ _ . ...i 12" L-:1fi�'. i i -- - - - - - - -� - -- - - - 8 � IN6 WALL ON -� _ - �-_- - ..- !-- .-- �` . - - - � -.-.. --- - - - � - ONaPR ' ASr SLAB - - - -. � - - - � � ^ : � ..! (2) AT 1' 4" � � � P�FsF-5t/t6-f5'-C�"-• � __.._ . _ _ . . . _ _ I I 5 g � � ' �i4XINUM SPAGIN6 -;` s ___ ._ __ _ . _. - . _. (7a-�2' L 1 `- _ � ER FT � LUMN � BE MDWITO�RSTT� '��� � � FIIKi ' ;_ . . . . _ --- -�ETV��N. k!JALI'S) i ; , ' ( � I � �AB � R ! I I _ ._ ... ... ___ _ . _._ WALLeS7EP . _.___ _ � I I - OPENI IN PRE A5T . _ _ , . -: ; : � BpTTOM (GONTIM10t/�'), �5 AT � � � ° � - i 1'-b" V�RTtGAL AND w5 AT I '-D• . v.. UP ONLY I -: i 12' LPIl32 i I I , LOW Et.�/ATED ! ; '� FRAMI - ` --- - - - - �--'- -�- - - - A. 7 HORIZONTAL • IXXX'-XX'] . � AT I '-'4 I . . -_-- - ' _- - - -- - �- - - -- -- - � .. 4N 4w : � �E �p �,qg 7'RUG7UR.°.L 5L � ' _. -- r (GANTILE�/ER i I .� - - . _=�. , BELOW • • � O ,f ' ' PAVERS Z � I . - • _ ' : RE: LAND�'.�GAPE L 4X4X3/B" WITH I : i OVER WAl_L) i � � 2X6 � � C'J) � :. _NL �_` ,`: � � � � f ; . � 5/8"m EXPAN510N . _ � - � � i AT I'-4 .. ; _ .� � jn ANGFIORS AT Z'-17'� r I .> I ± �LL LL L E � � � _ � I I 'I � I/4 ST�EL WALL � 2 I � 5 S T EP � x _ �LL I I I I I �P I � � STEP ! -� � 54.11 `�� � 5 WALL ABOVE , • . 57!EP ; ; : ,1._ _..---_. . . _ - -- - - � � , � x � 54.11 E EVATED 5LAB � 2' 4 o� �,000 O, a� � �4 � 4" TOPPIN6 5L.A6 , _ _ . ._ ; 0 �'Oc�od'�iY'�c�o����Oc� _ htlTH W.W.F. �____� _ ^ _ � c ' .. .s:. - � _ .�� _ - _ } ::�.�°x � .rr.;FC., . 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BY PREGASTER � SHEATHIN6 (RE: ARGH FpR - ANGHOR BOLT � � RE: ARGH FOR FIRE- � - �TTEW AT 2'-O" � � -• � -e - [XXX'-XX'] RATED YVALL A5�'.�EMBLY -� .� L 4X4X3/8X0'$' � � rl L 6X4X3/8 (LLV) - e + , WITH 3/4' m THRU-BOLTS RE: I151A1 FOR � � � a O RE� 5/54.11 FOR HEADER - a - - 3/8' X 8' X O'-8" EMBED AT I '-4" TO (2)-2X SOLID AT FIREPLAGE OPENIN6 LED6ER GONNEGTION . - , , � . � PLATE WITH (2)-3/4'm y�j � V BLOGKIN6 - GONGRETE PIER . ' .. n «5 AT I'_b" � RE. PLAN �E: PLAN 1^IITH [8)- - � , P a •_ a - • . b X b" HA.S. '-� ^ � � �5 VERTIG.aL a (3) 2 I/4' GONGRETE TOPPIN6 �R�ZONTAL N TOP OF - � �Tti � � .rl TIES AT I '-4° a . - . .•. .: � r5 o.T 10" PLYYVOOD . . � + . . . � ab AT I '-4" - I W _ VERTIGAL C8J-ws x t ��-O� ° ° • ' ° L bX4X3/B (LLV) WITH VERTIGAL �* ` SHADED AREA$ DEMOTE �' L ' ° , a . FLOOR JOIST �j�• - , . �� .. - 2' GLEAR 3/4"m EXPAN510N ANG �b AT 1 '-4• UIVp R r-.�EPARA7ETPERMIT� r 1 � RE: PLAN +. � � TMPIGAL AT 1'-6' MININUM 6' FROM PARTY WfU_L (RE+ 4/54.11) - , . ED6E OF PtER FIORIZONT'ed" � '- v F� � a . 2X4 AT I '-4" GHIMNEY 4 - RE� PLAN FOR � . • . � - - • a . • ' .. a _ WALL WITH I/2' - O • a PLYNlDOD SHEATHING � a : REINFORGEMENT - . � • - � 0 (XXX'-7(') F � 2X4 BLOGKS EAGH # 0 4' 4'� .I � a " : � . �XXX'-XX'] GHIMNEY BATTER � SIDE OF J015T5 5 X ryI AT 2'-O' � �a " RE� PLAN '� _ ; O L �: �'``N f � I /�, � STONE vENEER � 2X4 AT 1'-O' BEARIN6 WALI REINFORGE FOOTIN6 6^ T.O. GRAt^tl..SPAGE S � C � I O I `l K/ W RE: AR.GH. - ;s � WITH NS AT I '-b' EAGH WAY - � _ BAGKFILL _. 2X4 TREATED PLATE _ (?J-Ib" LVL AT =: W�TH 1/2" m ANGHOR (XX'-XX") 3/4" = I'-O' m � FIREPLAGE OPENIN6 ^rz�} �. BOLTS AT 4'-0' � �' - "� • , a ' ' LbX4X3/8 (LLVJ WITH � � - . a- . • � - - . ' . � - � PLYVJpOD SHEATHIN6 AT41m4" TO L�LBEAM � � (2J-2XI0 LED6ER 4 „� � ° a . . � PER SHEAR WALL � WITFi 3/4 m X BATED) REe PLAN cromaEa/nFVQOPes � � � • � . • • a . � � a _ � . ' SGHEDULE WHERE V�OOD MANTLE EXPANSION ANGHORS , TOP OF PLYWOOD ATr 77 � ��+� a ' ' 0 . . . . - e _ •. lNDIGATED ON PLAN � 5 M LAR� RE: ARGH. AT I '-b' I/2' 150LATION �n " • 1� � ••SOR 1 J J � - - BLOGK .J019T SPAGE I /2' GONGRETE ,� � ^ -- (4)-„5 GONTIMIOU�'i I/4' X 6' STEEL PLATE .XIINT � �L` INTE�RIORE BEARIN6 WO M NTLE AT I '$'�L� _ti._ 4' SLAB ON 6RADP DEVELOPMENT • � • 50LIP AT GOLUMN T PPIN6 � , S E C T ( ON 12 LOGATIONS 7� ,� ar 2 I/4" GONGRETE TOPPIN6 VEN ER SUPPORT AN6LFa � ` '= �RE: PLAN COiv11 ANY 3/4' = I'-0" J �` �N ON 3/4° Tt6 PLYY�IDOD ' J SUBFLOOR OVERFRAME HEARTH WITH � -_ RE: PLAN AVON, COlARADO 2X6 BEARIN6 = . K I AT s� _ _ nacr�rrF..rorer:coxo WALL ABOVE RE, PLAN Iq ._.. . : ... . . . .. .: ...... ... . ..:. .. : . : .,�-. :. -. .,. . .. . - - . - .. :._ .: .-:- -:.. P05T LOC.ATION5D :, ` ��' O i V2' GONGRETE 70�'PIN6 S � C T I ON 9 � k � i ; � �6 FLOOR FRAMIN6 �, x 5LAB SLOPES ,� �,1 � �/4' = I'-O" I i I I� REr PL/>N WITH - r's = _ . . ' . ... 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RE: PLAN STEEL BEAM (RE: PLAW -- -- - - -- -- -- ---- ---- - -- -- --- - -- -- -- - SGHEDULE NHERE LbX4X5/Ib WITH (2)-I/2'm X 6" INDIGATED ON PLAN LA6-90LT5 TO WDOD ' WITH SIMP°.�ON ITT HAN6ER WITH 2X RIPPED TOP � 2X6 TREATED PLATE _ srncu-�t,�enr c7'cn��x PLATE AND 1/2" m THRU-BOLT$ - ---- - -- - -- -- -- ----- - -- - - -- WITH V2'm ANGHOR 5T1DS EAGH END - .- :� AT 4'-0' �STAVrErERED) j i AT UNIT IS OMLY, 60LT PER . ,� -, . ��., ����R� ucx+aouan��vuu.u+c�v�s,LN� h, F� y. 1VOK. GOLCMNDO G.P. i � PR4VIDE 5/Ib' X b" SHEAR WALL SGHEDULE LVL BEAM O _ �r � . ._ -�_ � s,; � i I X I '-0' SIN6LE 5HEN2 RE� PLAN " � S � CT ION 13 I ' I - rcu:cinuxs,LVc i i i i PLATE WITH (4J- 3/4'A STON ER � -`�s `� !�?CHMIAVON, CALOAADO c�� THRU-BOLTS TO STEEL STEEL BEAM IN FLOOR I �'a�'x5 GONTINJOUS i i G.P. � BEAM RE. ARG WHERE OGGURS 3/4' = I'-0" � � � • . , • � crvn.�cmnmx 1 � i 1/4 , . RE� PLAN RE: PLAN mrlaLUacnuiea�ac.uie i � T.S. IOX4XI/2 WITH � � � - LbX4X3/B" LV) v,a�, cornxetx� �� i i 3/4• m X 2' i 1/4 O P . • . WITH 3/4'm 2X4 AT I'-4" G G � i THREADED 51UD5 i _ . . � . I I [3)-�5 THRU BOLT BATTERED � � AT Q' i � � • • I I GONTINWU''.� AT B' - �' A�H S � G � � ON � STEEL BEAM �� i i i i ' - (RE� PLAW WITH 2X i i � GHIMNEY WALL i11 � WI7H 1/2' PLYYVDO[7 PROJfi(.'T N['MAF.R 6285 i � I RE� PLAN � SHEATHIN6 3/4• = 1•-O• RiPPED PLnTE a V2" m .� THRU-BOLTS AT 4'-0' O i i i � � � � � O� � C3)-2X8 LSSL'N. Rr.V1S10N DAl'�: 1 W CONSl' D(X: 0&13-04 � � 3/4' = I '-O' . `. BLOGKIN6 GONGRETE � � � � V2" GONGRET� TOPPIN6 6� F7NA1_ CONSI'. 01.03.05 3/16" i i i TOPPiN6 LVL BEAM, RE : PLAN 3nb' 4 EXTERIOR WALL �2 ADDF.NDUM 1 01.1205 <XX'-XX'> i i i i G � WITH 5HEATHIN6 FLOOR � i i i 3/4' SUB-FLOOR PER SHEAR N1P.LL `-+NEp`TH�N6 8� i i i LXXX'-X ] LVL BEaM HEDULE :,, :: : ... ..: ... . .:: .. . .. _ _ . . . :. .:,. QADDi?NDUMS 0�.16.05 1 V2' I I/2" I/2' X 8" BENT i i i i y�TM /2Em X 6 LED6ER ' •5 AT 1 '-b' RE, PLAN 5' PI-ATE W�T►'� (?� � i HORIZONTAL MpTE, I/2" m X b" LAG � _ ____ ___ _ __ _ ____ ____ ____ ____ i i EXPANSION ANGHOR ,SEGTION A - A SGREW5 TO LVL � � � AT 2'-0' �LAP YVALL 5HEATHIN6 , i i i OVER RIM JOIST � , -- -- -- - --- - -- - - -- -- -- - - -- - � «�-•5 �T�� S � C T I ON 5 � � I 1 1/2" GONGRETE � TOP AND BOTTOM M.1INIFUM 1 '-0' TOP Y1 � � i i i T���� I/2" 150LATION JOINT .4ND BOTTOM AT EAGH END SHEAR WAL_LS - - -- i I 1 3/4' = I '-O' FLOOR FRAMIN6 � � � � RE. PLAN P/4VERS RE+ I.ANp�.�GAPE � � EAGH END � ii 3/8" i � ,: .:. �_�:. . . . . . ,.- . .� , . ....�`- .. : .. . " -�� 4' SLAB FOR PAVERS I-JOIST ' 1 .: �. .._, �. . . . .. . .. _ . . . . .. I 1/4" RIM BOARD � RE� PLAN � i i i � N.N.0) SIMP�.�ON A-35 GLIP . � � � � � �5 AT I '-b" EPO7C'f' -ai— —s —a " � : —s —s RIM BDARD TO PLATES � � � 6ROUT b" INTO 5L' B '� � " ° � Z PER SHEAR WALL S��T ,oN � - � �' • SLOPED TOPPIN6 W � Q SEGT f ON 2 . , b.a � i SLAB WITH 1N.W.F. � � SGHEDULE I I I I VARIES �RAIN BDAR� ¢� 3/4' � �'-O' S � `./ � I ON � � 1 1 � EMBED PLATE � � � $Y PREGASTER Z RE: ARGH. �D I 1 1 3/4" = I'-O' i i T_5. 14X4XI/2 i � � a � -• � _ i i � L�X'-XX" � � � EXTERIOR iNALL � . . wnt+ Sr+Enrr+it+5 GONGRETE � � � RE, TU►�IEL PER SHEAR WP.LL TOPPIN6 � �-8� i i i PLAN �'" . , SGHEDULE „ ,,, i i i i FLOOR SHEATHIN6 Jr_'-�_ lr . `' v4 ; ; (�)-r m x 2'-0" � ; :� �I � i THREADED RODS i '� RE= PLAN , 1 I/4' RIM BOARD . i i i _ , .. . _ .: . _- .. .. . _ . _ .. . ... . . ....:.. �,9 _... 0 o WITH 4X4X3/9" FC a gEqRING PAD �,�O � i i NUT AT EMBEDDED i I I � NOTE� LAP WALL SHEATHIN6 � � END � � OVER RIM JOIST MINIMUM ' �� $iII,DING #1 tl1 1 1 Z BY PREGASTER II P. 1'-O' 70P AND BOTTOM -: - � � [XX'-XX"] � $ L4X4X3/8 X O'-b" WATERPROOFIN6 AND � - B i i 6 B i B AT SHEAR WALLS j llf.+'1'A1LS RI61D INSU_ATION , 1 1/:2 1 1/2' � � MIN. 3/4" I � a - - RE: ARGH. ,' � � � SHIM d NON' � � ,., ' i i SHRINK 6ROUT i � '/4 3/B' X b' X O'-6" - INVERTED PREGAST 51MP50N A-35 GLIP ' 3/4' X 5 I/2" X I '-H' � . - - . . a . � „ - - : - . 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