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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 4 (5) 2404 42140 ARCMECTURE, INC. RESIDENTIAL - BLDG 8* �, d C�1�� Occupancy Type: R-3 E. RAN : L JOHN N ONO - - r � RESIDENTIAL - B f LDG 7* Occupancy Type., R--3 r p r � UNIT• 1 i BUILDING 8 1 [••� RESIDENTIAL. -- BLDG 6* Occupancy Type: R-3 ► 7� Q RESIDENTIAL -- BLDG 5* .� r . 0 Occupancy Type: R-3 �.--�-f� r piny {, C_2 FIRE COMMAND BUILDIN G 7 ,0 CENTER UNIT � �,.•� 9 5 3 'pQ,o a KNOX BOX FOR FIRE DEPT. � i ® 7 '" F ACCESS AT TUNNEL GARAGE z UN FEC-3 IT 4 FE -3 ENTRY DOOR wj O 000 000 wool 1-j r 04 ASS CG p �1 11D BUILDING 6 UNIT 5 \� ` FEC-1 35�3p N� • , — FE UNIT 6 a QRpP • GK iN r 77 - 1 Ci �y woo (� � VAIL RESORTS • �N ` 000 A 10 10U� ` � A � .► - • DEVELOPMENT s. 0000 s COMPANY AVON,COLORADO UNIT i 7 0 I�EG -3 1 SHC--1/FE O # ARMTECTOP1910MO FDC WTH HORN d BUILDING 5 'c FEC -3 � ON WALL ABOVE ' 1 ® (RE: FIRE PROTECTION OWGS.) FIF I 1 « / REQ'D EGRESS ► u►� Gam\ UNIT 8 �n - Travel Distance=208 �A I (<400') ��/��� Occupant Load: 70 i I?emrer,Colorado �pA Door Exit Width Req'd. 10.5° MAS Door Exit Width Prov'cl: 33- � EC-3 Stair Width Req'd: N/A A �� xemYOax,t��rc yF 75 FEC-1 Stair Width Prov'd: N/A r HART HOWERTON 000 000 ravel SMUCrURALANGRaM ' ® � (<400') istance=303' �` u0NA0Eer»LLmZW \ 400 C IMCFIANXALl [cALENGIDOM AVOKOOMMMO 1 YA-sEly ,M Avow,C0Z0 W)0 V VARi coLORA©o SHC--1 PROJECT NUMBER: 20900.00 I ISSUE REVISION DATE I"r 04 CONST DOC r ' PARKING TUNNEL FORPERMPT 07.23.04 400 *40 Occupancy Type: 5--2 45/06 CONST DOC 0&13.04 0100 Occupancy Load Factor: 200 SO. FT./OCC. Total Sq. Footage: 42071 SQ. FT. � 07 BLDG 2/CONST. 09.02.04 TUNNEL REV. 09.10.04 Occupant Load 290 OCC. FIRE SEPARATION RATINGS 0000 2 Exits Req'd (3 Provided for Exit Access) 08 BLDG 3/CONST. 09.24.04 ' 1--HR FIRE RATED WALL 2-HR FIRE RATED WALL 09 BLDG.4/CONST. 10.11.04 000 3--HR FIRE RATED WALL ��I I I lll■INr E► rwf t �1■1 »�I■ 10 BLDG.5/CONS'I'. 1025.04 FINAL CONST 01.03 05 ' 6A/7A/8A/9A/10A/11 FINAL CONST 01.03.05 13S AREJ ASSUM D NOT TO RESIEXIT HROUGHINGARAGE. 16 ADDENDUM 5 05.16.05 I CODE REFERENCE PLAN BUILDINGS 5-8 GARAGE LEVEL } CODE REFERENCE PLAN 1 GARAGE LEVEL - BUILDINGS 5 - 8- SCALE: 1/16* = V-0" m"i . . . '____� /=\ ,� 000- 0 U;�-� c 2004 42140 -ARCHITECTURE,-INC. I - Q�_-e 00 owr . . t -_�� -"-�� ) K * "- -A . /_� RESIDENTIAL - BLDG 4* A6 .,;6. qv cot _'�) '_�� 0 (_ x & occuponcy Type: R-3 A 00 . E. RANDAL L*2 I � ..O 0 m ^'n 0 2n, - 00, a ( w I A .0*1 . a 11.1 i .." . 1) . I i RESIDtNTIAL - BLDG 3* A " G Kr j . 0e,e-nancy Type. R-3 ''ll lll)', . 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A • FIRE COMMAND < BUILDING 8 H CENTER BELOW C Ile RESIDENTIAL. — BLDG 6* ° ♦ 1 O F Occupancy Type: R-3 � �5 g • ' U) ' RESIDENTIAL – Bk )G 5* � • V f � ."" _ � r f .• - • 'Occupancy Type: R-3 UNIT 9 �`�"` G a r 0 ® w • , • � I BUILDING 7 - ► a ` ♦ g O d� • UNIT 2 _ .` •• KNOX SOX FOR FIRE DEPT- x ♦ r •a 7- • • • ACCESS AT TUNNEL GARAGE U In ENTRY DOOR �► z • r• • • • •• ��� uNiT� • • ' pRItJ1 R� p,CGF-5S O BUILDING 6 • o� a • ' • ' \- �' . . � • _" 3–HR FIRESTOPPED = . • r . �- .. PENETRATION ZONE : : UNI 5 _ • • V� � g 5 . a • 3–HR FIRESTOPPED r r F'ENETRATiON ZONE r –i ♦ VAIL RESORTS + DEVELOPMENT r ® , - A� � � • uN 7 s � : - - . • -� ��f� � COMPANY • O� .` • • rr STANDPIPE HOSE CONNECTION 1 • 1 , •• (RE: FIRE PROTECTION DWGS. AVON,COLORADO • BUILDING 5 '� • I ARcHrnECroFRECORD • • MC WITH HORN & STROBE - ♦ ON WALT- BELOW I 1 • �� + •a r. (RE: FIRE PROTECTION DWGS.) � I 1•�� UNIT 7 . � ` •, r � ~— � -� i. i • , G I - f • s DEUGNAxcHu'rEcr N WYORK NEW YORK IT 8 _ 3–HR FIRESTOPPED 1 • PENETRATION ZONE -r, - r STANDPIPE HOSE CONNECTION j �y .. r (RE: FIRE PROTECTION DWGS. v i • . • . . • . . • • ► MONROE&NEWELL ENG090 .9W ♦ I ; : . • �\ . AVON,COLORADO • s ♦ • • �'�ti yY, ` ♦ M CHAMCALBLEMI ALENGMER • /• , • l r— AVON,COLORADO • a Y - • ' � ♦ � C�VILRTT • • • • • � ALPINHENGINEERIIx'IH1C. • a • • r A j VAHL COLORADO • a I PROJECT NUMBER 20900.00 ." _ .- • -. � 3—HR FIRESTOPPED � -� ISSUE REVIS.TON DATB - 4P " PENETRATION ZONE r r II r • r - . . . . o ♦ � 04 coNSr Doc FOR PERMIT' 07.23.04 05/06 CONS'T'DOC 08.13.04 ♦ • • r • 07 BLDG.2/CONST. 09.02.04 FIRE SEPARATION RATINGS TUNNEL REV. 09.10.04 r • • a 1—HR FIRE RATED WALL + ■�i■■�+ + ' 08 BLDG.3/CONEY. 09.24.04 r 2—HR FIRE RATED WALL ��■++�■ ++■��+��+�I�� 09 BLDG.4/CONEY. 10.11.04 • l r = 3--HR FIRE RATED WALL ■I>• ++ + +++I•+++�� f 10 BLDG.5/CONEY. 10.25.04 • . a � � FIlVAL CQNST 01.43.05 ' e .k i I 6A17AISA19A110AI11 Y FIvAz.coNST 01.03.05 ,� h y r * NOTE: ALA. RESIDENTIAL BUILDINGS ARE ! y � K = ASSUMED NOT TO EXIT THROUGH GARAGE. 15 ADDENDUM 5 05.16.05 J. -> a- ..rr c Eo{ ' ..�. ,eras- "� .3 -. -7t -YY ,trs4�` ,+rx°+s ,x _,+�� �•.,* _ r -k c- r ?b t73 `S _ -- sl --t'•-3, ,l --v_ , ^h> 3 r"� '3Sz, x--• c -- . - s EXISTING z . MARK#OTT S . r, PARKING -e- ✓r --- { x STRUCTURE z CODE &..��'. n--, � �_ �,7„fw'x s � at--_, a - - s�5` �r i,,,,tt'�z "�'-� � '' �s'� . •r ` .` -Y � -: S`t-.ro - , ' 7 REFERENCE ` 1 t PLAN I BUILDINGS 5--8 PLAZA LEVEL CODE REFERENCE PLAN ! PLAZA LEVEL .- BUILDINGS 5 - 8 R104 SCALE: 1/16- T 1'--0" I N 2004 42140 ARCHITECTURE, INC. qf col 00-1 go, -r�f' E. 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FIRE SEPARATION RATINGS 08 BIDG.3/CONST. 09,24.04 09 BlIDG.4/CONSr. 10.11-04 1—HR FIRE RATED WALL � 1 � 1 TED WALL 10.25.04 10 BIDG.5/CONST. 2—HR FIRE RA EXISTING FlNnCONST 01.03.05 —HR FIRE RATED WALL 3 MARRIO (xA/7A/8A/9A/l0A/11 FINALCONST 01 .03.05 16 ADDENDUM 5 05.16 v .05 40P r7 �7 41f ,01 I ;�Wl 7M Ail 40' CODE 40F, PLAN -4 BUILDINGS I BUILDINGS 1 - 4 R105— w s SCALE: 1/16" = V-0' I f ' © 2004 42140 ARCHITECTURE, INC. (_ �i 4{jt ?' f RESIDENTIAL — BLDG 6 Occupancy Type: R-3 „ GORE CREEK E. RFN RA JCF: ;f , r Now -- BLDG 7 � Z �� -- Occupancy Type: R-3 o� •_ rrt� a >4 / Ono 4� BUILDING 8 \ i''r1 F-4 ® N 1 I� r C RESIDENTIAL -- BLDG 6 ." 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CA 7A A 10A11 FINAL CONT 01.03 N0TE: ALL BUIL DING HE I GHTS ARE 16 ADDEND M 5 1 A5^ BELOW 60► ABO VE GRADE PLANE /I Sect 504 2 B C . E P V N BUILD NGS 1 - 4 RQQF LEVEL 1� CODE REFERENCE PLAN ` f ROOF LEVEL _ BUILDINGS 1 - 4 �_-�- 107 r SCALE: i/16" = l'-0" N _ © 2004 42140 ARCHITECTURE, INC. RESIDENTIAL — BLDG 8 � GORE CREEK Occupancy Type: R-3 �,��� E. RAN AL JORN ON r { r �- �r RESIDENTIAL — BLDG 7 u _ ' Occupancy Type: R--3 � � ^ aalo ` wo 04 in >4 too O i W H � RESIDENTIAL — BLDG 6 �' W Occupancy Type: R--3 � Q BLDG 5 O .7 V ccupancy � Type: R-3 $� 7� F4 r 5 ��\ ,. ua � two _ o V � z i �- �, W � .I 7y 1 1 7`5 t dolp I • ' ' �� ■■■/ VAIL RESORTS DEVELOPMENT COMPANY 1 AVON,COLORADO ARCHrr6CrOP RBCORI) Gtr \ \ NOS'I'ER rLnNNL;R ���^��YY DFZGN ARCHUECF Ado HART HOWERTON �O0 \ �I e , NEW YORK,NEW YORK I MONROE&NEWELL ENGINEM.D C F` AVON,COLORADO M-E ENGDWIZ5.LNC M[:�CHANICALELECTRWEALE GINM JJ 7 / AVON,00LORADO i. � � r,Iv�¢.L3NCLawa�R ALpLNS SNf;LN[�tING,LNC. �- VAU,COLORADO ~! ' PROJECT NUMBER: 20900-00 IS$UF RFVI$ION DATE I 04 CONST DOC i FOR PERAM 07.23.04 05/06 CONST DOC 08.13.04 I 07 BLDG 2/CONST. 09.02.04 FIRE SEPARATION RATINGS 4 08 BLDG.3/CONST. 09.24.04 i 1—HR FIRE RATED WALL r � �� � �■ I �� I � 09 BLDG.4/CONST, 10.11.04 I 2—HR FIRE RATED WALL �■■■r I + ��■ I I !_�I� � 10 BLDG.5/CONST. 10.25.04 J 3--HR FIRE RATED WALL I I I i + I �■ I I I Iriw■ FINALCONST 01.03.05 N ^k, 6A/7A/8A/9A/l0A/11 e�. h r I FINAL CONST 01.03.0$ Al -Y e � ^v 5��t � ; �la �ti - 16 ADDENDUM 5 05.16.05 Y f _ r __. ** NOTE: ALL BUILDING HEIGHTS ARE r ;x# � h �>. h � BELOW 60' ABOVE GRADE PLANE (IBC f to Sect. 504.2) '� .-+- -'.' *'d.�s'' s7-'t X�� � - g _ "' -yva'c T�irl c�}7 F' -f +s 4 u r j - -< moo.,- + sltr.+x _--' 'x ' �4r t + �' -F*m=- 1i _F 'a ', ` ''} klt/b tit ..t "R -4 -�k � - d:r-. }l U - (( .-1 � s_t _ EXI DING =rrx � � � r�� 3ir4 ` MARRIOTT - - T" �<. �; �__-_� _ � - PARKING _- � ` 3 a -- ,; E - - CODE 'm FZ-�" '�' � y ���f. a� �S. r�'�` `�^ �^�'a'�� ire'.-k - } STRUCTURE Y I REFERENCE a a fir c S'` �k � ac�,- m�_ �._,,, T � +3'�•�,�'t` - .z. " �r�A �.g` ^'rs i _t�aomF-�- t }�u ' PLAN ' omv I BU LDI NGS 5-6/Q i ROOF LEVEL CODE REFERENCE PLAN 1 ROOF LEVEL _ BUILDINGS 5 - 8 108 SCALE: 1/16" V-0" j N �~ 2004 42140 ARCHITECTURE, INC. e � 000� r ' E. RAINIDAL 2. � � I o Ott* 1 A , E / 16(I ' � o 0 I CK gap VON I ■ ,1 ' +d'4 19 OWNER/DEVELDWM a., VAM RESORTS DEVELOPMENT COMPANY AVON,COLORADO 6• ARcHnMcr oFRECORD %d-o 16 ■ lei ma % ® Denver.cobra& ,,,. �• I,�ASrisR rEeruaex DESIGN ARafn-AY-T HART I ROWERTON >mYOX&NEW YORK AVON,COLORADO MECHANICALrAJXWCAL2NG2 avrn�vcoD�o CEMENGWEM 17 to A17MEZ GINEEMG.INC QAU,COLORADO 1 PROJECT NUM$ER 20900.00 1 + y 1 $ ISSLTI's RflVISION DATE l �? ,y_,or � 04 dam, ,/s• •d-d�!� �J CONST DOC � �•z FORPERIWIrI' 07.23.04 4 4 4•S 05/06 CONST DOC 08.13.04 r-++' 07 BLDG.2/CONST. 09.0204 2 1 �'4 A TUNNEL REV. 09.10.04 08 BLDG 3 1CONST. 09.24.04 Lat►\ . 09 BLDG 4/CONST. 10.11.04 10 BLDG.5/CONST• 1025.04 A FINAL CONST 01.03.05 6A/7A/8A/9A/10A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 SITE GRID REFERENCE PLAN BUILDINGS 1 -4 SITE GRID REFERENCE 1 PLAN ;BLDGS 1 THRU 4 - R111 SCALE: 1/16" = 1 -0 AFP01 N © 2004 42140 ARCHITECTURE, INC. �V � 4,@ WON Sao I � I wo Opp Oda r f - , �- woo LINE r two En c i lift u r ! z low C)r �l (� 00 - / 1 CIA oa�al�Evr�.or� VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ABCHrrECx 0r XS0:)RD Kr 3� 3 k , d IVA Cr- , 3`L OWN".cdonsdD J ` , DESIGNAHCIiII'ECI 19 7" FART f HOWERTON 9• �• NHW'Y0Rr'Nmy0itx AVON,WLCKAD0 1 ,1 - 1 WCILWC&L MAY- RICAL BNG 1 6- M-S ENGINEEM INC s 2$ AVON,C=RADO 2s-O Z51 1 1 CIM ENGINEEK s jd A7 MN6 ENGINEERING,INC. VAIL,COL aW0 8• O 1 1 d 6 s Tom.,l,c PROJECT NUMBER: 20900.00 ISSUE REVISION DATE 1 04 CONSr DOC lie FOR PERMIT 07.23.04 05/06 CONST DOC 08.13,04 Y*ARCH 1 � 07 BLDG.2/CONST. 09.02.04 TUNNEL REV. 09.1004 'd 2ti 08 BLDG.3/CONS•. 49.24.04 09 B11)G.4/CONST. 10.11.04 �-* 10 BLDG.5/CONST. 10.25.04 ,!� tig A FINAL CONST 01.03.05 'd 6A/7A/8A/9A/IOA/11 -sS 18 FWAL CONST 01.03.05 '°•� �'� 16 ADDENDUM 5 05.16 05 a SITE GRID REFERENCE PLAN BUILDINGS 5-8 SITE GRID REFERENCE PLAN - RLDGS 5 THRU 8 RI 12 SCALE: 1/16" 1'-0" ASPRP N AA RE: PLAN NERA N T S I L/2°- 2 1/4" GENERAL NOTES TOPPING 2004 42140 ARCHITECTURE, INC. 6 1 . LIVE LOADS USED IN DES!GN . CONCRETE RE: ARCH --2X6 PARTY WALL STONE VENEER 2 EXTERIOR WALL WITH S1•HEATHINO PER X6 PER ARCH STANDARD HOOK gkRE. PLAN RE: ARCH. WITH SHEATHING PER SHEAR WALL SCHEDULE A. ROOF 80 PSF A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, PROVIDE r-•TANDARD STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: FLOOR JOIST RE. PLAN HOOK p( 2X6 TREATED PLATE B. TYPICAL FLOOR 40 PSF CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO N; Alft RED. RE: PLAN Q Y4ITH 1/2"�XIO" C. EXTERIOR DECKS 100 PSF FOOTINGS 3000 psi STD --- - -- ° J D. IMPORTANCE FACTORS FOUNDATION WALLS 3000 psi STD -- - - -- ° • a ° �uj ANCHOR LL CATEGORY I! INTERIOR SLABS ON GRADE 3000 psi STD 0.50 - -- Z •. SHEAR WALL MEDUULE EXTERIOR CONCRETE (•") 4500 psi STD 0.45 6%-8X d SEISMIC FACTOR I 1.0 I! a [B [XXX'-XX" { + ' ° ° (2)-#5 GONTIMUOIUr� SNOW FACTOR IS 1.0 0 _ RE: PLAN - ° •. ° , °_j 4f WIND FACTOR IW 1.0 •* MAXIMUM SLUMP SHALL NOT EXCEED 4'. � - _{ E. WIND B. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS 1 /A\3 SECOND GUST 100 MPH SHALL BE SPACED AT 15'-0" MAXIMUM AND SAWCUT OR TROELCUUT 1/4 OF SLAB DEPTH - -..- °. ° ° 4 °• e FASTEST MILE 80 MP X 3/16" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT °°- e, • d IL,iI_ EXPOSURE B THROUGH JOINT. (3)-#5 0P AND NBO TT OM - - - ° ° ° -- - 2X6 TREATED PLATE w 4 ° 1 "'-ill1. RE: ARCH FOR (XXX'-XX" Z ° ° 4 L4X4X3/8" WITH ° F. SNOW C. SLABS, TOPPING, FOOTINGS, BEAMS AND MALLS SHALL NOT HAVE JOINTS IN A + WITH 1/2"W ANCHOR d ° ° � a 3/4"4P EPDXY , L� WAfE:RPROOFIN6 HORIZONTAL PLANE. MY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF O BOLT AT 4'-0" J •° CROlNJl1 SNOW LOAD Pg 80 PSF #5 AT I'-6" X - ---- (� ° - TYPICAL FOOTING ANCHOR AT 2'-0" A N FLAT ROOF SNOW LOAD Pf 100 PSF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE (V °• °•d • REINFORCEMENT SNOW EXPOSURE FACTOR Cc 1,0 SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REvIEWEQ BY THE i ,r THERMAL FACTOR Ct 1.0 ENGINEER. 6•• . + RE: PLAN (2)-2X12 LEDGER TOP OF STANDARD �I- I (WALL SIDE TREATED) Q. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE tY BARS TO MATCH G. SE ISM IC CRAWL5PAGE Q WITH 3/4"m EXPANSION ° 4 2 I/4" CONCRETE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE - Q d e W EN51ON LAP TYPICAL FOOTINF � SITE GLASS D Q 6' BACKFILL ANCHOR AT !'-6' TOPPINV15 STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF _ m W J REINFORCEMENT O CATEGORY C J V FASTEN LI✓DGERS WITH CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER, r�7 SS 0.35 l3 e d _ (3)-ROW5 !bd NAILS a w Sl 0.08 7. REINFORCEMENT -li_CII1= cif illl+ m AT 1'-O" •° SIDS 0.35 t�!I I!: it TYPICAL STEPPED -III- RE: PLAN If1- 501 0.128 A. ALL RE INFORC ING SHALL BE H IGH-STRENGTH DEFORMED BARS CONFORM ING TO ASTIM - FOOTING DETAIL r5 AT I'-6"-- BASIC SEISMIC FORCE RESISTING SYSTEM IS LIGHT FRAME SHEAR WALLS WITH A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE (3)-"5 GONTINUOU5 HORIZONTAL �IE W000 SRUCTURAL PANELS SEISMI C RESPONSE COEFFICIENTS IfNTS C5 DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM ON GRADE 60. SEISMIC �j H5 AT I,_,4.• N5 AT lO" 0.05 B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 ANQ SHALL BE °° E_C T I ON T'RAN5VER5E E C T I ON 4 VERTICAL 6 RESPONSE MODIFICATION PROIF ICAT ION FACTOR 6.5 LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. 3/4" = 1'-0" 3/4" = 1'-0" ANALYSIS PROCEDURE USED SIMPLIFIED METHOD (f� ICI H. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: qA W 1. CONCRETE POURED AGAINST EARTH 3" NOTE: FOR HD2A AND HD5A USE 5IMP50N 5ST520 ANCHOR ROD � 0 16 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2- RE: ARCH FOR WATERPROOFIN& FOR HD B 6A, HD&A AND HDIOA USE SIMPSON SST25 ANCHOR r y 0 IBC 3. COLUMNS AND BEMIS (TIE BARS) 1 -1/2' - - ROD. FOR HP15A USE 1 1/4"0 X 2'-0" THREADED ROD WITH ° Z `f 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" 1/4" X 4" X 4" PLATE WASHER AND NUT AT EMBEDDED .EDDED END WITH . '- + 2. DEFERRED SUBMITTAL 2X6 TREATED PLATE "TH MINIMUM V-6" EMBEDMENT DEPTH. C2] A 4 ANCHOR BOLTS PER 1� Pul 0. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH I/2' ISOLATION JOINT - _ 4" O A. DEFERRED SUBMITTALS PER SECTION 1063,4.1 SHALL BE SUBMITTED TO THE BUILDING SECTIONS 7.5. 7.6 AND 7.7 OF ACI 318, LATEST EDITION. SHEAR WALL SCHEDULE CONTRACTOR OPTION= IN LIEU OF SIMPSON SSTB ANCHOR, USE OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. 1 1/2"- 2 1/4" CONCRETE 3/4" 4) HILTI H.A.5_ ADHESIVE ANCHOR WITH MINIMUM 10" EMBEDMENT. #5 X �, AT 2'-0" 11) W E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR TOPPING RE; ARCH ry ,. T.O. PLAN B. DEFERRED SUBMITTALS ARE: AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES. WHERE PERMITTED, SHALL THRO-BOLT IN 5TU05 • .O GRAh4L5PACE 1. PREFABRICATED ROOF TRUSSES BE A MINIMUM OF 48 BAR DIAMETERS FOR 06 BARS AND SMALLER AND SHALL BE A � RE- PLAN PER H.D. MANUFACTURER 6' BACKFILL � (� MINIMUM OF 80 BAR DIAMETERS FOR /7 AND 18 REINFORCEMENT UNLESS NOTED OTHERWISE. MACE ALL BARS CONTINUOUS AROUND CORNERS. T.O. SLAB Z XX'-XX" C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED I6 WALL FRAMING AND O PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. SLOPE SLAB PLYWOOD PER SHEAR , F. PLACE TWO /5 (PER $ THICKNESS) WITH 2'-0� PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO 15 X 4'-0" DIAGONALLY AT WALL- SCHErLE 3. TESTING, INSPECTIONS AND OBSERVATIONS: I) EACH CORNER. e d a x- -r-:�� A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS • ' . 4 1/2" 1 RE: MFR. RE: MF 41/2 STRUCTURAL ENGINEER MAY YAKS PERIODIC OBSERVATIONS OF THE FOLLOWS: TOP BARS AT MIOSPAN, BOTTOM BARS OVER SUPPORTS. „O R Q UO°°°����° �°��°�' • + 0 °a CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED - Jj INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS *SPECIAL - (4)-r5 CONTINUOUS INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL 8. STRUCTURAL STEEL "' 4 BUILDING CODE. A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS 4" SLAB ON C-GRADE WHICH SHALL CONFORM TO ASTM 992, (50 KS I) AND EXCEPT PIPE COLUMNS WHICH WITH 6X6/W2.1 W.W.F. TIM" N B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS (RE: ARCH FOR COLOR SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST Q! RE: PLAN SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. AND FIN15H REQUIREMENT5) --FLOOR JOIST, RE: PLAN W 1. SOIL PREPARATION MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. `° ° [XXX'-XX"] A RE: 2/51.01 FOR WALL RE I NF. d B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT AND FOOTING INFORMATION T.O. WALL - SECTION OWNER/T*VF.IDPFR EARTHWORK EXCAVATION. PLACEMENT AND COMPACTION OF FILL CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTU A307 UNLESS NOTED (3)-2x STUDS m AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE AT EACH END SIMPSON HD WITH THE APPROVED REPORT. OTHERWISE. •'�I OF SHEAR WALL PER SHEAR WALL 3/4" = I'-O' VAIL RESORTS C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE &E C I ION � I/2' SCHEDULE 2. CONCRETE CONSTRUCTION LATEST PROVISIONS OF AISC 'MANUAL OF STEEL CONSTRUCTION." _ 3/4 1'-0" DEVELOPMENT o. PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT. D, EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER � COMPANY b. CONTINUOUS INSPECTION OF PLACEMENT OF SHEAR REINFORCEMENT. AISC MANUAL OF STEEL CONSTRUCTION (ASO), TABLE 11 --A AND/OR RISC SIMPLE SHEAR A STUD WALL WITH c. CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR CONNECTION MANUAL WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS SIMPSON HOLD DOWN AVON,COLORADO TO AND DURING PLACEMENT OF CONCRETE. SHEATHING PER SHEAR RE: PLAN AND SCHEDULE INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT SHOWN, SELECT d. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. WALL SCHEDULE ARC C.1'014 HI'IV Rtix:ORD e. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO CONNECTION TO SUPPORT 64X THE TOTAL UNIFORM LOAD CAPACITY PER AISC MMUAL OF STEEL CONSTRUCTION? FOR EACH GIVEN BEAU AND SPAN FOR NON-COMPOSITE 2X6 EXTERIOR WALL 1 1/2"- 2 1/4" CONCRETE FABRICATE SPECIMANS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR TREATED PLATE WITH SHEATHING PER MEMBERS. TOPPING RE'.: ARCH CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. WITH IPER ANCHOR 511- 5 N SST13 ANCHOR SHEAR WALL 5GHEDULE � ,lei t. PERIOD IC INSPECT IOM FOR MAINTENANCE OF SPECIFIED CUR ING TEMPERATURE BOLT PER SHEAR WALL FLOOR SHEATH ING AND TECFN IQUES. E. ALL WELDERS SHALL HAYS EVIDENCE OF PASS ING THE AMERICAN WELD ING SOCIETY SCHEDULE OR THREADED RDD ■ STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-01.1. CAST INTO FOUNDATION STONE VENEER WALL RE: ARCH. RE: PLAN AWQIRECTURE 3. STEEL CONSTRUCTION F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS o. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION FILLET UNLESS NOTED OTHERWISE. � ~ CONTRACTOR OPTION: IN LIEU (2)-� CONT. 0em�e`• °I°'ad° EXCEPT THE FOLLOWING: G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS. PROVIDE HORIZONTAL SHORT OF SIMPSON SST526 CAST 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN SLOTS IN CONNECTION MEMBER ONLY (WF-SECTIONS, ANGLES OR SHEAR PLATES). 4 INTO FOUNDATION WALL USE MAS"lLRP1AhVLR ACCORDANCE WITH SECTION 1704.3. 3/4" 4� HILTI ADHESIVE ANCHOR [XxX'-XX" DISIGN AR['.IIMTIA:I' b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT H. STRUCTURAL STEEL SUPPLIER 70 FURNISH LINTELS FOR ALL MASONRY OPENINGS PER I WITH 10" MIN. EMBEDMENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE • • ? HART I HOWrRTON WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR d f VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE ELONGATION AND SHORTENING. = d �savTroRlc .u�aYaR>t MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS I- I IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP f. THE TERMINOLOGY CONTINUOUS' MEANS QUANTITY. PROVIDE THE NECESSARY JOINT WELD ING. DETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS WITH ° FLOOR JOIST RE: PLAN s7'Ri:CTL'RAI.Tit�CT1iNu.. 1. SINGLE PASS FILLET WELDS NOT EXCEED ING 5 16' IN SIZE. I I 1 I�OHROI Nk 01%, (A l:RADO 31tS,Inc / ARCHITECTURAL CONTROL AND EXPANSION JOINTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2 EXPOSURE I PLYWOOD OR � 2X4 TREATED FLAT BLOGKI �V°�•ccx.oRADo 2. WELDING OF STAIRS AND RAILING SYSTEMS. OSB SHEATHING NAILED WITH 8d NAILS AT 6" ON CENTER ALONG PANEL 3 1/2' I 4 V2" _ AT THE c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND ' CHAN<ICAT.R.F-(°I'RTCAI.FVCI>`�at MANUFACTURERS CERTIFICATE OF COMPLIANCE IS REQUIRED. J. PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON MASONRY UNLESS OTHERWISE EDGES AND 12' ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE 9 M-1 Lil�GltiLil]tS,LVc d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH NOTED. ON SHEAR WIND SCHEDULE. ALL PANEL EDGES SHALL BE BLOCKED. FLOOR .101575 RUN AVON;,COLORADO THE DETAILS SHOWN ON THE APPROVED FRAME TO DOCUMENTS SUCH 6. FLOORS AND ROOF SHEATHING SMALL BE INSTALLED WITH THE FACE GRAIN �A\ PERPENDICULAR TO K. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. FOUNDATION WALL cn•11.FNCIWFR AS BRACING, STIFFENING. MEMBER LOCATIONS AND PROPER APPL ICAT ION OF SECT ION A-A JOINT DETAILS AT EACH CONNECTION. STEEL ERECTION STANDARDS AND 70 WITHSTAND ALL CONSTRUCTION AND/OR LATERAL 7, INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND � AT SIMILAR Au-IxelNCTIVI:�Nc,wr,. LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS- L4X4X3 1b WITH I VAII,COTDRADO e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS AND DECKS ARE I N PLACE. 3/4" 0 EPDXY a - 2X6 TREATED PLATE SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND SECTION » Yy1TN 112" � ANCHOR MANUFACTURER'S CERTIFIED MILL TEST REPORTS. N. PREFABRICATED WAOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND F ANCHOR AT 2'-O $" L. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP SHALL BE LPI--JOIST AS MANUFACTURED BY LOOSIANA PACIFIC CORPORATION. Z BOLT PER SHEAR WALL f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS. NUTS AND WASHERS FOR DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, SCHEDULE PRUJFC.T NUMBER- 6285 CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED 314" = 1 -�„ O 05 AT V-6" VERTICAL CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF T4 PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING. SHEAR AND DEFLECTION _ W5 AT I'-6" X_� AND HORIZONTAL COWL CONSTRUCTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING 1 1/2" CONCRETE O ° g. PER MOD IC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH 9. NON-SHRINK SHR INK GRiOUT AND BRIDGING 70 BE AS REQUIRED BY TIME JOIST MAMWFACTURER. TOPPING � 6' ISSUE REVISION DA"I E 13/4" X 12" LVL RIM 4 (xxx'-xx") J, RE. PLAN STRENGTH BOLTS. A. NON-SHRINK GROUT SHALL BE PROVIDED: 1. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS BOARD AT DECKS I. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. CAPACITIES: FB = 2800 PSI, E = 2,000.000 PSI. FC = 750 PSI. FV = 285 PSI. BUILT UP FLOOR SHEATHING 6R of 09 Br.DG.4/CONST. 10-11.04 1. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS 1 1/2" 5TONE: AND &ROUT GRAWLSPAGE DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND IzE: PLAN BAGKIFLL PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH SUPPORTS. RECOMMIENDAT IONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 l/2 OR OVER I I/2" CONCRETE NLNAL CONSI'. 01.03.f15 STANDARDS ARE MET, FOR JOINTS REQUIRED TO BE TIGHTENED ONLY 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH 5 1/4' WIDE MEMBERS. ON 3/4' TdcS + }'LAN RNVIHIIV OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. PLYWOOD DECK a CORRk C:l IONS SI4.07.05 TO THE SNUG-TIGHT CONDITION, THE SPECIAL INSPECTOR NEED ONLY J. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS SLOPE PLYWOOD III1 VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER 10 wow REQUIREMENTS AD/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS SHALL � 1/4"7FT. AND PROPERLY PROPERLY SNUGGED. INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER, PROVIDE do:.: . _ E'- (2)-#5 CONT. QADDENDUM 5 05.16.05 A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY BRIDGING AND BLOCKING PER MANUFACTURER'S RECOMMENDATIONS UNLESS ° a. FOUNDArIONS WESTERN MOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING OTHERWISE NOTED. PROVIDE CONSTRUCTION BRACING AS REOUIRED ERECTION NOTE: !! - A. MAXIMUM SOIL DESIGN PRESSURE 4000 PSF CODE AS FOLLOWS: CENTER MLL STUDS UNDER CENTER OF TRUSS LOCATIONS. m V RE: PLAN B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT N0. 02-057 2' THICK - 4' TO 6' WIDE (WALL STUD ONLY) STUD Fb = 70D PSI 11. NON-STRUCTURAL ELEMENTS BY KOECHLEIN CONSULTING ENGINEERS DATED JULY $, 2004. Z" TO 4' THICK - 6' AND WIDER NO. 2 Fb = 900 PSI 5' THICK - 5' AND WIDER NO. 1 Fb = 1350 PS I A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR FLOOR C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND JOIST I O� I ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY ALLOWABLE STRESS INCREASES. OTHER STRUCTURAL MOVEMENTS. DECK J015T RE: PLAN I � CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS B, WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET RE: PLAN 3/4' = V--O' " I-JOIST BLOCKING SHALL BE A MINIMUM OF 48 BELOW EXTERIOR GRADE. MAILING SHALL BE ADEQUATELY GALVANIZED DOUBLED IPPED OR BETTER ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE 2X4 BEVELED ( BETTER). AT 2'-0° 0. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR ARCHITECTURAL DRAWINGS- STRUCTURAL STEEL MEMBERS SHALT. BE CONSIDERED SLEEPERS C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR. STRUCTURAL /1 GRADE. UNRESTRAINED UNLESS NOTED OTHERWISE. AT 1'-4" 51MP50N A35 CLIP PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER, BACKFILL � COLUMN AND PAD SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM 51MP50N U HAN&FR PER SHEAR WALL D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL A WOOD JOISTS. 12. GENERAL SCHEDULE D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE WITH Ibd COMMON SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL NAILS To LEDGER 2X6 EXTERIOR WALL 15 REQUIRED. A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. I I QE••, REPORT FOR DESCRIPTION OF BEARING SOIL). AND RIM WITH 5HEATHINC5 PER STEEL COLUMN RE: PLAN 1 I �Q;.•' 6. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE B. VERIFY ALL OPENINGS THROUGH FLOORS. ROOF AND WALLS WITH MECHANICAL AND SHEAR WALL 5GHEDULE WITH 3/4" X 10" X 10" BASE E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 2X12 LEDGER WITH I I INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TABLE 2304-9.1 UNLESS NOTED OTHERWISE. ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND (4)-16d NAILS AT 8" PLATE: WITH (4)-1/2" 4> X 10' i i ••• O REQUIRED CONNECT IONS ARE CONTRACTOR'S COMPLETE RESPONS IB IL ITY. TO 13/4" LVL RIM BOARD ANC B HOR OLT AND MINIMUM I I I V TO 5OfL5 REPORT FOR BACKFfLL MATERIAL. F. LAMINATED BEAMS I" SHIM AND NON--SHRINK EsROUT AL 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER I F. NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER I I D 0 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY MICHMED. ARE NET. AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON &ECTION 1 1 I •• '�" CONCRETE SLABS SHALL BE PROPERLY CURED- 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE ARCHITECTURAL MID STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR 3/4" = I'-p' 3/16 i � i d G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INISTALLATION OF I I UNLESS NOTED OTHERWISE ON PLANS. STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. HIS ITEMS. I ! 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8. D.F. FOR CONTINUOUS I I I MEMBERS AND CANTILEVERS AND 24FV4 D.F. FOR SIMPLE SUPPORT MEMBERS- D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, I H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED I" I I I ft.. BCILDING#4 FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED RE: PLAN STAMPED ON EACH MEMBER. ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED 1 1 I. NOTIFY SOILS ENGINEER WHEN EXCAVATION !S COMPLETED SO THAT CONDITIONS MAY BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36- TOP OF I ' GT?NT:RAT.NC7T -S&DTI T'ATI.S G. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. FOOTING BE LL BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH, 5. SLAB ON GRADE BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWDOD ASSOCIATION, F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL , A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW +d HE PROJECT SOILS REPORT REFERENCED ABOVE. THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. Z : Q , d ACCORDANCE WITH T e ( e O U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD_ ALL PANELS ° A •4 IB CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SGRADE PREPARATION M ICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE G. MMATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE J �W • + REQUIREMENTS TO THE GEOTECINICAL ENGINEER. WEATHER SHALL_ BE OF THE EXTERIOR TYPE. ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. 3. FOR FLOORING USE 3/4' T&G STURD- I-FLOOR SHEATHING GLUED AND NAILED - II I I 8. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED WITH 10D NAILS AT 6' ON CENTER ALONG PANEL EDGES AND AT 12' ALONG H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR Il RE: PLAN _ TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE- ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE INTERMEDIATE SUPPORTS. WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. R { - 4, FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED REINFORCEM NT REQUIRED.D. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE WITH HOD NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12' ALONG I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND RE: PLAN RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH INTERMEDIATE SUPPORTS. ARCHITECTURAL DRAWINGS. eECTION THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. 3/4" = 1'-O" 16'-5 I/2" 10 0 ® 2004 42140 ARCHITECTURE. INC, 3'-5" 10'-I 5/8` 4'-4" 26'-11 3/8' 13'-8 3/4' 4'-4 I/4' 10'-I 5/8" 3'-5"0 if 14'-O" 1 I W-O' 14'2" 3 4" of - - -_- W I 1 I � € I WOOD FRAMING NOTES: w� ! _ ~::. t- _ _ 0 1 1 �Yx II a - _ - ---n L - -.J I 1 I- ALL WOOD FRAMING JOISTS SHALL BE LPI/32 TYPE JOISTS AS l31 - - -: :• „ _ _ _ _ _I MANUFACTURED BY LOUISIANA PACIFIC, CORPORATION. ALTERNATES t`I = 1 3•-9" X 5'-9" X 10' I SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE I 1'-6"] 1 I' FOOTING WITH 64)-05 I `R.EVIEWED BY THE ENCANEER OF-RECORD. L.-- --- _-- --_ -J L _ ' II• I �' II" LIB �' II' LON61 AN5VERSE I 2. 'L V.L: INDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY (� &'--2 (b) ! I LOU151ANA PAGIFIG CORPIORATION. ALTERNATES SHALL HAVE THE SAME OR - Q'-b 1/-2" -'1 3/4 r - -1 - -I of b I r GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL _kL. �'-11" I NOTES. � - � - 3. INDICATES COLUMN DONN ONLY- MULTIPLE 2x FRAMING NOTED 4" SLAB-ON- DE h O I 1 - - ON PLANS. I WITH 6X6 W2.1 X .I W.W.F. 'RE r ARCH. FOR d i 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON L'--•••••-•••••--••••• •••••--+_I => ---- -- _ COLOR REQUIREM NT5 ------ i CONCRETE WAI-L OR FOOTING BELOW,OR IT 15 LABELED UP ONLY. �- -16' _ - - - - - - II ❑A 101- I h - - 5. c > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. II II I/2 / v>_ >-.,- ;.::: ...:~ %:° #- - I = OOTING WITH 4 -K5 1 TOP OF :° EACH WAY (4)-05 - - b. --'�INDIGATE5 TOP OF STRUGTi1RAL FLOOR SHEATHINGa _ / - - - - - - - - - - - "' '" -" - (-Ib'-�") (TYPE�q ) (-16' ELEVATION. I SLAB WALL STEP 7. HEADERS SHALL BE (31� O UNLESS NOTED OTHERWISE. ALL (� T.S. 14X4XI/2 HEADERS SHALL BE BUILT OUT TO 5 I/2' (3 I/2) WIDTH BY [-L2*-2 1/4"] / n-;-.: ` / I 1 I O + ADDING PLYMVOOD SPACERS A5 REQUIRED. - - T - - ' - - - - " NS COLUMN - FRAME GOL r s N. / FOOTI GOL - I ` .�1 ME COLUMN FRAME r _ - -------- - - - - -. =.-N STEP ` - - 1 1 9 D.3 - - �/ - _ ... _ I 1 4' SLAB ON E -8 /2" 31 w I••1 0. ALL COLUMII�S SHALL BE f3)2X6 UNLESS NOTED OTHERWISE. I = I I m I , WITH 6x6 W� 1 x W�.1 Cfa W.W.F. RE. A H. FOR !� w �1. WOOD COLUMN' SHALL BE CONTINUOUS FROM FLOOR GO OR REQUI MENTS 1�1 O F -- - -- I TO FLOOR OR FLOOR 70'faOOF. 71RIMM�.a SHALL BE ADDED TO - ,J I I .�I I I .--�-��-s - - - - -- -- -- - - r , NOTED COLUMN SIZES AS REQUIRED, `J / I a v \ : r--1 10. �NDICATE5 INTERIOR BEARING WALLS. FLOOR JOISTS r / FOOTIN& (L E w F--•� BE/4RIN6 LOCATIONS LL LINE UP WITH STUDS BELOW : - - -- - - ' 1f1 / / 1 STEP 1 1 J= ~I I II ; L �'� FOOTI C-Ib'�•) \ ` SLAB T.S.Ih4x4 1/2 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED U51N6 2X6 // I I m I I _ `: €I ! 1 STEP \ `>r>:.--: \\ I GO WALL w STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL ; I I W I •� '�I I O €I j \ _- STEP INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0' FOR I i r I Cal 11 Q ' '--` ~ SST ELP \„ \ -L2' 1/4-] W WALLS SHORTI'R THAN 10'-0'. STUDS SHALL BE SPACED 1'•-4' 4 I I r =: I - 0 1 \I [ -' FOR WALL SHORTER THAN 14'-0' AND TALLER THAN 10'-0'. 1: 1 12" LPI/32 1 `�I ry I I I2" LPI132 I' - 1 - - - -�~5 _ U ry o I _1 I AT 1'-4" I h I AT 1•-'r- 4 1 t „ I h FOOTING --- I 12. ALL BEAM/BEAM AND BEAM/GOLUMN CONNECTIONS SHALL BE - '. MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLE55 NOTED rD ! 1 ' <1 I I :' --- + STEP r - - - - - - - - w O OTHERWISE. I ,o I _ 1j:. _- -- '-o I \ t ' '� I " -12'-0.. 13. REr ARCHITECTURAL DRAWII FOR LOCATION AND SIZE OF I; = I I I n I .4 I I -. "L TOP OF `ROUGH OPENINGS IN WOOD STUD WALLS. I I PLYWOOD 1 1 I ` „ \6 N O 5/8" 13'-5 1/2 13'-10 3/4" ------------- --r'"#::: \ = 14. RE= ARCHITECTURAL DRAWIN lS FOR HANDRAIL AND STAIR WALL STEP FRAMINS DETAILS. =_=_ \ I FOOTING 12 VL IN-1_14E I ' I ^I 1 :I 1 1 I \M \ I STEP WITH SHEAR LL 15. ALL EXTERIOR WALLS SHALL HAVE GONTIN1p11S STUDS FROM \\ ~ ` STEP BOTTOM-\ S M H015 TS 4X4XI/4 h I I 1 I I FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). m v \ I I GOLUMN I I I: 4 I I i I OF F0071NEa I - 6X6 COL. -12'-O' .-'.I 1 - - \_. I _... ...... � I 5 EP TTOM r � _ -_ I€ �- L2' LPIr32 i - Q TOP OF I - - LPI/32 1 ^ri O FOO INC - - - ............................................... PLYWOOD I: AT ,-4.. - ry :' ;1 D FOI�N ATION NOTES. - -- - °� � ��" I _ 1 q . . i=t := ----------------- .p vn _ - STEP SOTTO ; !_ I. DATUM ELEVATION O'-O' EQUALS U5Ff ELEVATION 8011'-3'. C.3 - - - - - _ - -_ - - ) OF FOOTIN6M - owNl. NI VL1�)rLK - 1 I : : '� - - C --------------- -- --- -- I---�- I 111 C•-4) I � :I '-I 5IMP5ON HDf5 - - - - , 2. [XXX'-X'] INDICATE5 TOP OF FOUNDATION WALL ELEVATION. SIMFASON _ - - ON 6X6 Co � BEARING I - -W 1 A VAIL RESORTS ¢v _ HDSA I : F• - E �� L T 3. (XXX'-X) INDICATES TOP OF FOOTING ELEVATION. I ` '" ' 1 E 5 OP I _ 1 1 NC7 - -3' O" D FOOTING _ , I / I FOOTI WITH _ � I DEVELOPMENT 4. GONT'RAGTOR SHALL FOLLOW ALL`REGiU1REMENTS LISTED IN SOILS FOOTING 111 BOTTOM T AND H 5a� '' • ? , �. /- ~~~~ . f N - STEP N I 4'-6' X 4'-6" X 1'-2' I / ii STEP => REPORT. `.. ' 11 - - �'� X:� WITH (5)- 5 I - I I I FOOTING WI 1 I I / m~`:� + COW AM V 1 5. CONTRACTOR SHALL PLAGE (3)-85 VERTICALLY FULL HEIGHT OF : I I :x: h --- --------- - - - 3'-b' X 3'-b" X 6- - - WITH" } T I AVON,COLORADO � I � 1 I I 1 13' S/8' 4• q° I EE ' / 1(1 N CEO WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4'-O' IN O : : I _z I '-" + : } I I = : : ADDITION TO WALL REINFORCEMENT SHC*o*4 OTHERWISE_ ' 1 T �- --.... -- --- I DEEP FOOTING WITH 6 Q l _ _ ` ARCI u IL I RLCnRD _ f3) E WA _ TT M „ 41 - -- FOR MEGH. EMI T m �cr o= 6. ALL FOOTINGS IN GRAWLSPAGES 5HALL BE BACK FILLED WITH ----_----------------. : : .-----------__I--- LL11 i _ I G01PACTED STRUCTURAL FILL TO THE TOP OF THE FOOTING ~"' ------ - - - - ._ --- ,,,-- - -- - --- � 'off-u-------- -' '-- S`- MINIMUM. UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON - I>_. - x d r - - r _ SECTIONS. m I BELOW SHEAR WALL ABOVE .�1 I I n .. ..........--I 1 I I I 1 r � - - - - - - J r _ I P BOTTOM 51 HDIg dJ ; I ;U- - - 1 I r 'y' _ 1 5 SIMPSON H015 � 7. FLOOR ELEVATIONS SHOWW ARE AT TOP OF SLAB OR AT TOP OF ry , I' I - I- - -- '--- - ------'-- ---'--'-" - 1-I ' FOOTING O 6X6 COL. 1 = ':I ON 6X6 COL. en Colorado ' - - _ PLYNIOOD FLOOR SHEATHING. - " ' 'n 1 ' ''; I I 1 _ I 4 _ D �� SIMPr N HU :: I 4 I HAwc ER I 1 `� , Ts X4X V4 I k 1 '--- --- -- - - I EACH END I- Goiw�rN 41: _.. - :j O ver, [ I . : .'_ I I i I r; I I FOOTING 8. FOOTINEa ELEVATIONS 5HI06W ARE MAXIMUMS AND MAY NEED TO _' WALL I I X I -------- - J� I MAS[7'RIIIAANNER x~ • BE LOWERED DUE TO 501E GOTpITIONS. VERIFY CHANGES WITH STEP € ,ry:_ -. I t`f I I- - d1 - - - --- L-- =°x'l/�'.-L Y.L_---------------- ---- - I if1= I I STEP & :,,.. I : 1 ��' XY� x 10.. 57R11GTiiRAL ENGlFEPR. 1 ` ::: tl: ; ------------- --_----- __ --__-- --------____-- �� rnslGNnxc�Ilrrcr -- < > 1 I I A.-O.- I_ 4 'I-.'.' 2�_6. -i3'- T/ - f F TH ti Q- PLACE SLAB ON GRADE ON 57Y2lJGTIJRAL COMPACTED FILL OR = I 1 ..---------------- --- -- >` -} .� - -- E -!'!A _.---------___--- HART I HOWERTON n , I 1 2XIO n - rTI, -''- t- I NATURAL GRADE AS OUTLINED IN SOILS REPORT. >« _ NEW 1 wYORK - I• x. - - -- --- _ - -_ -- r. $ AT 1'-4' ____ ' `1 3 I YORK,N' 10. UNLESS OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4' THIGIC : ='f : r I )- 6 I 1- - I r I ' " 1 (0" LPI/32 -13'-O I/2" ---- --------- - J WITH 6X6 W2.1 X W2.1 WELDED WIRE FABRIC. _ I: ?F:= d OLUM1N...... I n €I-------- ------- ---- i.i I L TOP OF I I 1 1 WNROI.&NEWELk.I:NC:INF}.&S,IW PROVIDE CONTROL JOINTS OR CONSTRIr-TION JOINTS AS 5HONN ::: I 1 Ib'2" I -" _ PLYWOOD 1 „ - ®I oo�TlN6 - 4'-6' X 4' 6" X I'-_2' I :1 ------------------------- ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT STEM----, :_s5>n:<s<-<-<.- - PI/32 I THI (5)-#5 P OF I ;,;,;,::-.»»>:- : _ t-- -- - -- I FOOTING WI = ML UTANIC:AI.Ii1.FC1'RICA1.I?NGINI:I'R EXCEED Z25 FT . I <> : I g - C2)-a 1/2" LVL �'I.�- kP+wLSPAGE I vN.., n _ I - --------------------- - . . :: n nti L2. GON?RACTOR TO COORDINATE ALL DIMENSIONS' AND DETAILS I: : ICFI L _ _-_ AVON,col' ' ,S �- EACH WAY M-E ENC•INI=1=R5,INC WITH ARCHITECTURAL DRAWING. - - I _-- may„ :. cxr 1: ,_ ' STEP _ uv1I.I;NCrN1:.1 R k,1P�LL :kt •j 1 : ------ --- - - - ALPIW ENGINLTRINC:,INC ... 13. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS 1 °} ':;; i I I':, _ v )IO RAIX) I D1MEN510NI=D OTHERWISE ON FAINDAT ON PLAN. B.7 - All cY ) In 14• REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS - - `: 1 s j I FOOTING = 2 O 31_61X3 61X6 DEEP I ry AND LANDING SLAB ELEVATIONS. - - vN J---�--T'--- ----------- '--' _ - - _ I PRO CT NUMl3ER 6285 1; < ; P �' CONCRETE P D 16 LL 1 : .. ; : I DUMB WA TIER -I I WITH ( j-*5 E ++Y•JAY I STEP O � 15. ALL SITE WALLS NOT SI OHN ON THIS PLAN SHALL BE BUILT PER 4 1 R SHAFT; GRAWLSPAGE j FOR MEGH 1111 I TOP OF '� ARCHITECTURAL LANDSCAPE PLANS. DETAILS AND ELEVATIONS. I _ 3'-O" X 3'' CONCRETE q[,C[-rf OPENI 1 I GRAKI-SPAGE :., 1 ISSUE REVISION DATE :: I PIER. REIN :)ROE PER 6/�.r4.41. (7-6- X 2'-6') ; 1- I BAGICFILL ry t~ I w I I SITE WALLS SHALL NOT BE GONNEGT'ED TO THE BUILDING UNLESS = � x~ Q 1.2' LPI/32 - - -- - - - TOP F PI R c -1 " 1 NOTED OTHERWISE. - - - - -------_-_---- O 3' - - I - i! AT 1'-4 -�. I ------------ I ry 16. ` c RE: TONNE F ATION PLAN - } 1 1 1 I'•.I os BLDC 4/�oNSr 101104 " F; ;k? INDICATES GON0;RFTE WALL AND FOOTING GONST'RUGTED UNDER N' L x = .... .. SEPARATE PERMIT. ;: = TOP OF 5LA T GARASE --- --- _ h _ _ ~ I I I I � III G FINAL C�ONST 0103 05 - 5' 8' f )• I 0 I - L - 1-I. X INDICATES SHEAR WALL. RE- SCHEDULE FOR ANCHOR BOLT SPACING : I ---------- I r4 - ;..:. - - _ , ,AN REVIEW :ri. :: :. : . w, SPACING AND HOLD DOWNDS. .- --<> - >._ , _«:,.. .._.� >:�_,<:>�,:;::::.:::.. .: :.. - ---------------- --------'------------------�-� --- WALL NS 04.07 I N CiORRECTIO (� - P f r :._- - .....--------- - - - --- -- - - ) - 1 = ®ADDENDUM 5 05.16.05 ~ ,k: I $ Y- - FOOTINWar j T P 1 RE 2 ���" 2 WALL -A T SI--I E A R W:OFR LL SC"E D U I LE : j -1 , , GRAWLSPAGE h ACCESS A STONE VENEER � RE= ARCH. ... 4 :�}----------- ------------------ 2X4 AT I'-4" BATTERED ----- ------- I I s I 1; ; OPENINEr€3F©R--- PIER WALL WITH I12" DUMBWAITER SHAFT PLYWOOD SHEATHING I i 5U I L D INC GAfRAGE VE L FRAM I NGI� � 2X4• TREATED 1 - Z PLATE WITH I/2"m I I I 0 •'•- ANCHOR BOLT AND FOUNDATION F='L A N a - AT El r A - . O CONGRETE PIER .. (REr PLAN WITH (8)- A - (5) Crawl Spaces: Crawl spaces I f�----------- ------------M---------------------------19 �d I *5 VERTICAL s (3) A accessible through an opening I i .....'...... ....................... I I j TIES AT I'-4" I not greater than twelve (12) I , ! BUILDING#4 • I square feet in area, with five feet I (8)- 5 x 1�'-O' •: ' a. ' a L 6xaX3/8 (LLV) WITH (5') or less of ceiling height, as I I - ---' - I GARAGE LEVEL FRAWNG ` ' ° 2" CLEAR 3/4"m EXPANSION ANCHOR measured from the surface of 6. AND FOUNDATION PLAN Iva a ..- TYPICAL AT I'-b' MINIMUM 6" FROM E ; • . .. EDGE OF PIER the earth to the underside of ' ' ------------------- j I a 1 ._ structural floor members of the I I'-------.5 ---------------------------------------------------- -- -- ---------j I � '-''-- RE= PLAN FOR ' ' `° •.• a - floorlceiling assembly above. '-� V8" L2'-4 -7/8' 44'-3 I/2' , FOOTING •. - O ■ REINFORCEMENT a t - 1 fXXX`-XX %I IF 25'-I 1' 14'-I I/1" RE= PLAN d J 5E CT I ON 1 �, 3/4' = 1'-0' 0 0 0 14'-O' ® 2004 42140 ARCHITECTURE, INC. COLUMN AND PIER COLUMN AND PIER C!k COLUMN AND PIER 4 8X8 8X8 I COLUMN I COLUMN 6X6 j I RE 51.42 FOR COLUMN - - SXI4 ' SHEAR WALL SCHEDULE ` t�1 i is - 5x14 1/4" STEEL 5ADDLE WELDED TO COLUMN N 14'-2" _J t X I i p 6X6 (2)-2X!2 :1 i ; TS 14X4XI12 I &X6 ! Q COLUMN AT 1'-4" FRAME COLUMN COLUMN 6 54.4 }. � I T5 4X4XI/ 8XI4 i s _ COLUMN - Q d COLUMN : i (2)-2Xi2 i v 112" L.V.L. TS IDX4XI 12 TOP OF J C-O-3 3/4"> PLYWOOD v' i I TS 5X5XI/4 AT I'-4" 1 COLUMN W. I f;,(JQOP F�C�kMJN�3 NOTES: b' AT il-" LPI/32 COLUMN ON AT I' 4" N I 12" LPI/32 ; + po I. ALL WOOD FRAMING J015T5 SHALL BE LPI/32 TYPE JOISTS AS D.j - - - -� - - — - - - T 1'-4" C2)-GSX�i j ^ a �T1 �-i kid MANUFACTURED BY LOUISIANA PACIFIC CORPORATION. ALTERNATES i 3)-q 1/2" L.V , 1/4" STEEL - COLUMN U SHALL HAVE EQUAL OR c5REATER CAPACITY AND SHALL 13E REVIEWED BY THE ENGINEER OF RECORD_ SADDLE WELDS Y (5)-2X6 D .p 7'-8 I/5" I'-�I 3/4' � � w r"••1 i - TO BEAM WEB ! I UP l - - _ COLUMN , i COLUMN o 2. "L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, A5 MANUFACTURED BY a (4)-IZ" L.Y.L- I ON Y f3) X12 -O'-2 112" V LOUISIANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR MN GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL J ' �J I r�►� NOTES. I 12" LPI/32 ;° '' `q TOP OF �1 Q AT 1'-0" J S !, i ! ' ���� i PLYWOOD 3. ❑ INDIGATE5 COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED PROVIDE 1'-6'X I'- i"! ; TSI4X4 w ON PLANS. I l� Of FOR FLU I �. FRAME GOLUM 10 w � . f-? i 12" LPI/32 BELOW 4. INDICATES COLUMN UP AND DOWN UNLE55 IT BEARS ON AT I'-4" 12" LPI/32 -- X I Q i CA2T _ _ v r5 IoXgXI/2 D CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. ! -4" V AT(4)-12" L.V.L. 5. c ) INDIGATE5 TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. 51MP50N b. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING .9 I� y. . C5)- X6 HGUS 410 N I SIMP50N - I 1/4" TEFL SADDLE GO M HANGER ELEVATION- COLUMN HGUS 410 WEL ED TO BEAM WEB i EACH END i a 1. HEADERS SHALL BE (3)-2X8 UNLE55 NOTED OTHERWI5E. ALL HANGER -- -- (4)-I2' L.V.L. O HEADERS SHALL BE BUILT OUT TO 5 1/2" (3 1/2") WIDTH BY I EACH END O'-O" Q UF i (2)-12" LPI/32 TOP OF O LY i AT 1'--O" 12" LPI 2 12 LPI/32 ADDING PLYWOOD SPACERS AS REQUIRED. AT 1'-4" PLYWOOD I 8. ALL GOLUMN5 SHALL BE (3)-2X6 UNLE55 NOTED OTHERWISE. i AT I'-4" ' f' 9. WOOD COLUMNS SHALL BE GONTINU011 FROM FLOOR SHEAR WALL I O LY ( ! ' PROVIDE I'-6"X I'-6" TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO ABOVE I �!1. OPENING FOR FLUE n NOTED COLUMN SIZES AS REQUIRED. FOR AT 2'-0 BELOW (3) I2" LVL P '- • - ''�` I I 12" LPI 2 g •� RE; ARCH " I ! L,.. ., 10. INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS r LANDING 4 (4)'12" L.V.L- BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. �,,3 — - - - °- - ELEVATION --- ; - -- D - 12" LPI/32 ! J I I 4 al+Nxn/ — J — o FVF•7.OPEIt J I 11. STUDS.EXTERIOR TO EXTERIOR WALDETA ST FOR ADDITIONAL ` - ; ' n f2)-I2" L.Y.L. IJ VAIL RESORTS ! UP ONLY ;i TOP OF II • i j I IY} E A i (5)-2X6 PLYWOOD (5)-2X6 INFORMATION. EXTERIOR STUDS GALA BE SPACED 2'-O FOR I (2) SIMPSON MST-72 -- 2X T 4X XI/4 COLL�M COLUMN WALLS SHORTER THAN i0'-o". STUDS SHALL BE SPACED 1'-4" ! I AT 1'-4" DEVELOPMENT FOR WALL SHORTER THAN 14'-0'• AND TALLER THAN 10'-0"_ j STRAPS (WRp`P ; - --� - (4)-2Xb C2) 51 N Ml AROUND LVL BE COMPANY BEARING L COLUMN 12. ALL BEAM/BEAM AND BEAM/GOLUMN GONNiEG710N5 SHALL BE Q. TO STUDS ABOVE) - 12" LPI/3� ° f3)-�XIO (2)-12" LPI/32 1 STRA (WRAP j MADE WITH 51MFSON STEEL PLATE CONNECTORS UNLE55 NOTED AT I'-4" ! 4 AT I'-4" HU HAN N -s A LVL BEA I AVON,COLORADO . ......... . .. . : HU HANGER TO � , RS-A�OVF� / OTHERWISE. j , : 1 ' RE; ARCH. FOR _ :� ; TC3)-2X4 LADING t4)-l2" L.V.L. ARCHITF�1'OHRhCORO .4 N 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF ; i i O :COLUMN - ELEVATION 2X8 (3) 12" - K L �� . __. i... ...._ .•...r• -• - i R000H OPENINGS IN WOOD STUD WALLS. 1`1 AT I'-4" FF J , ^12" LPI/32 ' 12" LPI/32 '- - 14. RE. ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR I I I i - ! i ■ 1 FRAMING DETAILS. 11 B ® R€N AT I'-4" 511 ; i i AT I'-4" X .A _j APX34RSMRE 15_ ALL EXTERIOR WALL5 SHALL HAVE GONTINIUOU�.� 5TUO5 FROM V.4 - , (4•) 2X6 (2)-2XIO P N i ' 1/4" STE L SADDLE DenvoerColorado FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). a i - U ; r- CO UMN J ' WELDS TO BEAM!WEB -12" LvL - > ONLY I I ' UP 12" LPI/32 - ® ` - O 1Q ONLY _ nsrl �rN�A i AT 1'-4" I ONL - - - - - 1••>- - - DESIGN ARCKKCK'HGr X4, • HART N t -_...__Q N -- -- - --- -- -- ---- � i N ' SIMPSON HU T HU T - HANGER NEW YORK,NEW YORK lI q UP (2)-I2" L.V.I-. i O 4Y 75 4X4X1 ONLY (3)-2X4 - I I e Z ! f 12 LPI/32 II 4 COLUMN 51MP5ON �I C2)-12" LVL I ! A I•_4° I I COLUMN iy .4 srlt«cn eAK. ctNtxx I _ 12" LPI/32 HUS N i ,-° UP i n�orlaoK vatN.CO K:r�AK�K�ICS, c ` AT I'_4- - ! ' ONLY KV " HANGER i - i - -- -- r �, 1.1 --. u�cxAK:rcAr.Fa.F.c°I'Rrcnr.»cn.�I-aK , ll P I 2 k -- - ----.- V.L. L1vGlo ORAUO ' 12' LPI/32 I2J= t M-Ki I AT I'-4•• AVON,E .� l — - - - - - - ! ' - J C4 AT I'-4" — — — — — — — — — — — - ® I I g — AK.PINL'KiNGKP11111L\G,KIJI I, c�V�r.Farcr_v�x ARING WALL ON "'' - '•' f I I Q ; VAH,COLDRAW r - - i'4MUM SPACING- UP ' - 3ETWEENI..WAL�S) ;; LL L (5)-2X6 PROJECT NLMBFR 6285 - - . - - ONLY i i VA ED B COLUMN I I I UJF 12" LPI/32 � 4 � 1 � ; ' AT 1'-4" ELEVATED I17 Z i '. TRUGTURAL SL 4 j 4.4 X i O (CANTILEVER BELOW I I I I E ISSUE REVISION DAI'E I -- -- MITI 4 2 C OVER WALL) ; — 2X6 i - I I3 f Q t` ''` I ONLY 12" LPI/32 ; I 09 BIDG. 4/CONST. 10.11.04 1 AT I -4 I i AT 1'-4" I - 11;WALL I ®FINAL CONS'I'_ 01.03.05 i iTEF' I I i PLAN RF?VII~W WALL - i � ; 1 STEP � 777 .4 'r�;• - - st,�`.. - - ! � !' _ --- - - 9 CORRL�["1'lONS 0.107 OS .. _ f [Z'-4 3/Ib"] f �!V co'-O"l d 2X4 Ill WALL ADDENDUM 5 05.16.05 } ] 2X4 AT I'-4" �. 3 _ ON PIREGP.S %1 AB BEARING WALL ON i; ;1I -: I 4 f 4 1 PRECAST XIMUM SP GN6 6" N '� C2)-12" L.V.L. AT I I WALL A /E - _ - - BEAR 11 X50 p BETWEEN WALLS) I I ON PR BAST SLAB i AND BELb I STUB WALL ABOV - ELEVATED SLAB i ELEVATED SLAB WALL 1=- - - - - - g - O WALL J.... STUB L - STONE VENEER 1 STEP IV DUMB ER SHAFT STEP RE: ARCH OPENI IN PREGA5T I F'..... t I N SLAB A FLOOR - 8" WIDE CONCRETE GRADE Ill�l�glli��I-1 - BEAM W1TH Ill TOP AND • I Ii i 10'-2 !/2" II 2'-b' II'-2" 2'-b' _ I KS A - BOTTOM (GONTimxwS), #5 AT - I'•-b" VERTICAL AND #5 AT I'-O" vo HORIZONTAL I I f I f !��I /� I f = I --- [O'-O" 4.. 4" 1 5 U I L D I I ��. r *14 � A I I �L LEVEL ��� I N G �LA 1 4" STEEL 8 [2'-4 PAVERS Z RE: LANDSCAPE L 4X4X3/5" W17H 1/4" = 1'-O" ADDLE - .4 -� 1 S B WP. ABOVE - 5/8"tA EXPANSION , i =+i 4 E EVA7E SLAB • II ANCHORS AT 2'-b"' 2X6 _ IIF=11u I I •�, l.iNl7 i 1I�j+ .4T 1'-D° �, ELEVATEDL 0 L6 4" TOPPING SLAB i i S1 f l I i WITH W.W.F. I � N 0/� x = �r, x 1„• Y wn= s s x s � � �_t Y 1. :-_�' _w'.v5' x h' � / -L/" 3'-1111 1-OM I-bll i o\'�• • • ' f 7--b 115" b'-�i" `• , WALL STEP _ Q `: Q BUILDING#4 - UNIT 9 MAIN LEVEL RI61D IN5LILATION FRAMING PLAN RE: ARCH [2'-4 3/16"] [2'-4 3/16" RE: ARCH FOR PRECAST SLAB � 1 I/2" 3'-611 q'-3" 3'-b" IO'--2 1/2" � WATER PROOFING RE: PLAN o 14'-1 1/2" 51.41 26'--i" jo &ECTION I 314" = 1'-O" 0 Z 3 0 ® 2004 4240 ARCHITECTURE, INC. A A 9NE,4R W,4LL SCHEDULE STEEL BEAM t WALL FRAMING SHEATHING AND BLOCKING REQUIREMENT 13LOGKIN6/RIM SILL PLATE FLOOR TO FLOOR FOUNDATION ANCHOR BOLTS (RE= PLAN) WITH 2X RIPPED PLATE d I/2" 4� TYPE REQUIREMENTS FASTENER PATTERN AND ATTACHMENT TO BOARD ATTACHMENT ATTACHMENT TO HOLD-DOWNS HOLD-DOAN5 10X10 STUB HRU-BOLTS AT 4'-0" (U.N.O. ON PLAN) ROOF OR FLOOR TO WALL PLATES FLOOR 5HEATHING 12X12 COLUMN I 12X12 SHEATHING COLUMN I COLUMN 2X6 EXTERIOR WALL (2)-LAYERS 5 16" I - - - I r WITH 5HEATHINO PER 2X6 STUDS AT GYPSUM BOARD 1 1/4" RIM BOARD (4)-IOd TOE-NAILS (2)-RON5 16d 112" m X 6" TEAR WALL SCHEDULE G 1'-4" WITH ONE SIDE OF WALL OR I-JOIST WITH IOd AT EACH BLOCK NAILS AT 6" -WA- -WA- EXPAN510M 2X SILL PLATE WITH bd COOLER NAILS AT 3' ANCHOR i `i 1.4 LOW ROOF 3/I(a,• NAILS AT q" AT T AT 4'-O' I tXXX'-XX" I BASE PLY AND 8d I LVL BEAM, RE, PLAN 250 ER NAILS AT 'I ` I IOXI2 i 8,. - ! - �e AT FACE PLY 1 i ' - I/2" X 8' BENT 1 1/4` RIM BOARD OR i ; t 1 l/2" 5" k I/2" PLATE WITH (2) F 2X6 STUDS AT 15`/32" PLYWOOD I-,JOIST WITH (2)-ROWS IOd TOE NAILS (2)-ROWS Ibd 2Xk2 2X12 � l/2" � X 6" LA6 PREFABRICATED I'-4" WITH WITFF IOd NAILS AT IOd NAILS AT 4" AT 2" OR SIMP50N NAILS AT 4" RE= PLAN R P4�4N ANCHOR BOLT AT 2'-O AT 2'- SCREWS TO LVL TRUSca 2X SILL PLATE 4' AT PANEL EDGES OFFSET ROWS 1/2" A35 CLIP AT 1'-4" t AT 1'-6' t t RE= PLAN 460 MINIMUM ,� q'-b 1/2" '-q 1/4" _ _ m - 2X4 AT 2'-0' X X Xt }�- - - :r - WITH (4)-8d TOE-NAILS SIMPSON MST6D SI MP50N i Hp6At (� I 1 + ! I /F '� ! EACH END 3X6 STUDS AT 15/32" PLYWOOD 1 3/4" L.V.L. WITH SIMPSON A35 CLIP (2)-ROWS 16d STRAP EACH END EACH END OF 3/4"� X 10" R . !TU STEE 1'-4" WITH WITH IOd NAILS AT (2)-ROWS IOd NAIL5 AT b" WITH bd NAILS AT 3" OF WALL U.N.O. WALL U.NO. ON ANCHOR BOLT , 1 I ! /�- 1 C (2)-2X6 IM STUDS 15X1-iX1/4 - - a i , I I RE= ARCH FOR 3X6 SILL 2' AT PANEL EDG1=5 AT 3' OFFSET ROWS X E I 12" NAILS ON PLAN PLAN AT I'-6' (5)-5 I/2" V.L. . !GCJLUMN 4 Ip i,� \I 1 ;v ; I :" CEILING HI6HT C"R PLATY I12" MINIMUM ; ' O I I I O ��O I KIN& 5TY1 4 �•� I STEEL TUBE FRAME SIMPSON LTP4 SIMPSON M5T60 51MP50N`I�D6A (3)-�1 I/ " L.V-L. T.S. IDX4Xf/2 tl_ ,i I I - - , i RE: 10/54.41 1� r D 3X6 STUDS AT 15/32" PLYWOOD (2)-1 3/4" L.V.L. WITH AT b" WITH Ibd (2)-ROW5 16d STRAP EACH END LACH ENGD OF t 3/4"m X 10" I i ' SEGTIQN_ = 1'-4" WITH EACH FACE WITH (4)-ROWS 10d NAILS NAILS NAILS AT 3" OF WALL U.N.O. WALL U.N6. ON ANCHOR BOLT <IF-4 I/2"> i °� 2X6 EXTERIOR WALL 3X6 SILL IOd NAILS AT 2° AT 3" OFFSET ROW5 (ORIENT PLATE ON PLAN PLAN I A7 q" v" UP Up Q I i j Q I WITH SHEATHING 1340 AT A7 PANEL EDGES I/2" MINIMUM VERTICALLY) l�rj. ONLY ONLY T,5. 4X4X1/2 i TION !�1 p, FRAME COLUMN i 4 COLUMN T.S. 14X4XI/2 I 3alOL--UN411®" 3/4' = 1`-O , V) s 2. ALL PLYWOOD PANELS SHALL BE APA RATED XP05UFZE I SHEARS SIRED ST1� 7iiIGKNESS. D.3 - - - - - _ - -- ` - - - ---- -- -- - I/4" 5Ti=EL J FRAME COLUMN ; i (2)-2X6 TRIM STUDS + I � SADDLE J i I I O 3. RE: SECTION 5 ON THE "GENERAL NOTES AND DETAILS" SHEET FOR TYPICAL HOLD-DOWN INSTALL TI D TAi . (3)-2XI0 t i (3)-5 1/2" L. I rW� �y 4. EXTENT OF SHEAR WALL DENOTED BY I I Klht<a °✓ COLUMN q, lt,OLUMN C O 5. IN LIEU OF 3X FRAMING, DOU13LE 2X STUDS GLUED AND NAILED WITH (2)-ROWS 16d NAILS AT i I 1� 6" MAY BE U5ED AS A CONTRACTORS ALTERNATE. (U-2X6 TRIM 5TUD I - I V i 6. ALL WALL TOP PLATES SHALL HAVE A MINIMUM SPLICE LENGTH OF 4'-O" WITH (I6)-Ibd NAILS IN (2)-ROWS _l" I (2)-5 1/2" L.V.L_ I -I2" L V.L. KING STUDS ly � W OPEN TO VA �T 1 WOOD FRAMING MOTES: r■■4 i l BELOW w UP �_ �.L r UP IOX4X1 12I I ONLY I I < ONL FRAME r i- 1. ALL WOOD FRAMING JOISTS SHALL 13E LPI/32 TYPE J015T5 AS I i M I BEAM I �i MANUFACTURED BY LOUISIANA PACIFIC CORPORATION. ALTER = i Q l - D F-+ J RE, SL43 FOR - UP - <10'- 1/4°>- O SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE n OPEN REVIEWED BY THE ENGINEER OF RECORD. - _ ' _ ROOF FRAMING ONLY N O I I i t f�I 2. "L.V.L." INDICATES LAMINATED VENEER LUMBER BEAM5. AS MANUFACTURED BY t I .._ !.�. -. •4 -------.__-- A.:: .; I T.S. UP '.�-- f••� LOUISIANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR `9 � ONLY GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL I I - 14X4X1/2 FRAME T.S. NOTES. j :! MN I COLUMN 14X4XI/2 jO (6)-2X6 -� !_.I m I I FRAME 3. ❑ INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMINO NOTED I COLUMN I - ON PLANS. UP i.. r.. _:..: ... COLUMN ` t ONLY f ! j UP t 4. 0 INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON 9�_�'' 8Xb 1 LY J CONCRETE WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. $ I i t,L COLUMN 2X4 BEARING -- _ Q I I I I OPEN I I ONLY 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. K ` t --SIMPSON 1"L°`I-1- TO MAIN j I '- i. i I I � I J Q L5g0 CLIP LEVEL FLOOR 1 -1 - b. —' INDICATES TOP OF STRUCTURAL FLOOR SHEATHING L. (4)/;, X6 UP (4 -2?S/a - - I ly ) I ' 12' LPI/ 2 h RE: ARCH G6LUMN ONLY COLUMN .d I ! I I AT 1'-4" - awNFR/n vFrOrtR ELEVATION. -* FOR LANDING ... ELEVATI I HEADERS SHALL 13E (3)-2X$ UNLE55 NOTED OTHERWISE. ALL - I I NAIL RESORTS 12" LIPI/32 UP HEADER5 SHALL BE BUILT OUT TO 5 1/2" (3 112") WIDTH BY _ _ AT `` 4" ! _ _ _ _ _ -1�_L _ _ 1 _X DEVELOPMENT ADDING PLYWOOD SPACERS AS REQUIRED. ( I 2X4 BEARING 10 ONLY S. ALL COLUMNS SHALL BE (3)-2X6 UNLE55 NOTED OTHERWISE. I ' �AT 1'-4" BEARING WALL ABO�/E - WALL TO MAIN 4 11 I ��� CO � O , , I LEVEL FLOOR q. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR j Z I A RE- ARCH I I - TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO �✓IMP50N (3)-2Xi0 12" LPI/3� I O FOR LANDING 1 1 Q Il AVON,COLORADO NOTED COLUMN SIZES AS REQUIRED- j LSSU HANGS I.' AT I'-4" ; ELE 1 m (2) ARC. _ NATION UP I MP50 HrrF�r aK xrxx�ltn (3)-2X4 Ill ONLY M5T-12 N 10. ® INDICATES INTERIOR BEARING WALLS. FLOOR .JOISTS � i 51MPSON- ! COLUMN I COLUMN i BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. - _ . LS90 CLIP E ! 2X8 _ I AT 1-4• _I I. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2Xb �1P I — C ICA STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL 01 I STAIFZ z NLY I I ONLY i - ...._. p 12" L.V.L. ' . H A �aatlTEreull� INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-O" FOR I IY (S Ey,p)R I 2)-SIM _ap1Y WALLS SHORTER THAN 10'-0"_ 5TUD5 SHALL BE 5PA6ED 1'-4' ry I N ' I 1 - END I MST72 Denver,cWarado ., W X I 3J-2X10 _ - j FOR WALL SHORTER THAN 14'-0" AND TALLER THAN 10'-O". - 111 )_12" - - i - I _ - AI 12. ALL BEAM/BEAM AND BEAM/GOLUMN CONNECTIONS SHALL BE ANeSL 1�nsl�x�lln MADE WITH 51MP50N STEEL PLATE CONNECTORS UNLE55 NOTED _ - - - J _ - 6 O GONNEGTIO DESIGN AR[IIIi1:GI' -A- BEARING WALL AEkWE I (3{- X4 f" OTHERWISE. 11 n n N 12" LPI/32 ! i f.I'....__ .. . _ ... - -: WIOX22 HART] HOW�:RTON (2)-I2" L.V.L. : ii I h I G 13. RE= ARCHITECTURAL DRAWIN&5 FOR LOCATION AND 51ZE OF AT 1'-4" _..._i� �. ,r z m q� ROUGH OPENINGS IN WOOD STUD WALLS. (4)-2Xb (4)-2X6 I '� -- - li <10'-I 3/4'> NEW YU>�NEWYORK 2 ; N COLUMN COLUMN STAIR I! _J 14. RE, ARCHITECTURAL DRAWIN&5 FOR HANDRAIL AND STAIR _ S FRAMING DETAILS. --- L LPI/32 4 j i ' i ! E . 4 2X6 Y " MONROL-'&N MMU-LNGD112BS,INC 2X6 AT 1'-4" -- - -- 'ii I - .i:' r4)-2X6 AT I'-4" � � Avolti,caLUR:9Di7 15. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). A4F(HAN LA GI IJ AS LFaG11.'Fxai (2)-12" LVL i I i AVON,COLORADO 1 16. OINDICATES SHEAR WALL PER 5CHEDULE. - - i I )-12" L.V. 2 ;! I! i - - ! cIVTL�uGI�rt 12" LPI/32 AT I _4. GOLLlIi'rl�- - - - - t --- - _.. _, 1.4 i l i �I AU=INEENGINIr UNG.INC. SIMPSON HUS _ ! ® 51MPSOIN L- - - VA II, OTIORADO n c. HANGER - ® HANGER (4)-2X6 2 i V(4)-2X6 COLUMN fh i COLUMN VA PRO)F.L'T NUNfBFR_- 5285 I� I I � 10'-4" 4 II -- - -: 2X 1 G AT 2'-O' J OPEN TOP OF ONLY .4 - - - - iSSll: REVISION Dlil'L 0 1 N PLYi^IOOD I - - II 12" 1 PI/32 /I:r 1'-O" 09 BTDG.4/CONST. 10.11-04 FINAL CONST 01.03-05 UP l _. ...__; UP ! f i 12" LPI/32 (5)-2X6 P1,/1N RF:VIFw AT 1'-4" COLUMN ONLY ONLY `-I (4)-2X6: i ! Q GOLUi"1N - , O I'1 N 04 07 05 (4) 2X6 _ I COLUMN A ADD>;NDI:M 5 05.16.05 — -- - - -- - - XIO 0- NOTCH bXlb l 1 I I I 2Xi2 6" MAX. 2X12 i'1 I ONLY r t Q TOP OF I AT 2'-O" AT 2 --0" 1 I PLYWOOD i � BEVEL TOP OF RIDGE (5)-2X6 AND EAVE BEAMS COLUMN 8 AT ROOF SLOPE I 41 DOWN x dJ I I I I I f J i i l� UP _ - 5/5" PLYWOOD SHEATHING 8x1 I � 1 - 1 I � � ; _ _ _ _ _ � ONLY 2X12 BLOCKING n 1 1 a n t � NOTCH EAVE BEAM 1 1/2" MAXIMUM (5)-2X4 SECTION A (5)-2X4 {2}-q I!�"L.V.L. AND FASTEN TO COLUMN COLUMN TRdU5S CHORD WITH 3/4"m X W' 2X12 IC A6-BOLT ; IZ" LPI/32 COLUMN 4 AT 2'-O" t I 1 I I AT I'-4" I (4)-2X6 -1 UNIT 10 COLUMN = UNIT `5 - --- - - n l t I I I -....._.. U .. . _._.._ ._ . _. UP -:1 UP Low ROOPFLJ015T J I ROOF ONLY ' ONLY EXTERIOR m1 ONLY 4�O •'•,'C� FZEg h k lI WALL ABOVE �. `�. � NN Z FASTEN TRUSS CHORD I I ' I: :-`ti{3)'12" L.V.L.- t &L TO COLUMN WITH n T- - CONTINUOUS 0 X (2)-3/4"d> X Ib" I X I - O ••`� :• BUILDING#4 z LAC&-BOLTS I I 2X12 k ---- I : - K OA - Q' =ry i AT 2'-0" t l a 2 * UPPERLE.VEL FRAMING PLAN L.V.L. j 2X12 2X4 (4)-2X4 - - AT2' 51042 1 I I LUMN COLUMN I I _ RE: ARC-H.-g-\ : ARC L WOOD COLUMN FASTEN COLUMN _ 25'-II" 4" RE: PLAN TO BEAM WITH SECTION (2)-1/7"0 X 12" 2X12 ROOF A7 45*ANGLERIVEN 66'--1 I/2" AT 2'-O• TOP AND BQTTOM 3/4" = 1'-,0' 1 3 4 RAKE RAFTER ROOF FRAMING NOTES: RE: PLAN) 02404 42144 ARCHITECTURE, INC. I. ROOF SHEATHING 5/8" (40/20 SPAN RATING). 5TAG6ER PANEL END JOINTS 12 AND FASTEN WITH IOd NAILS AT b" MAXIMUM ALL EDGE5 AND 1'-0" MAXIMUM RE: OTHER 5UPPORT5. ARCH 2. RE: ARCHITECT FOR ROOF 5LOPE5 AND BEARING PLATE HEIGHTS - -_ - NOT NDrED. 1 I 1 2X BLOCKING 1/4" X 5" X 1'-0" GAP AND BASE 3_ ALL HEADERS SHALL BE (3)-2X10 UNLESS OTHERWI5E NOTED. ALL RE r 61.42 FOR PLATES WITH (2)- 5/4114y) THRU- HEADERS SHIMS BS REIGaT OUT.TO 5 1/2" OR 3 112" WIDTH BY ADDING 1 ' I S H F A R WALL 5�H E U L E !1 I BOLT5 TO TOP PLATES 1� 4. ALL HEADERS LONGER THAN b'-O" SHALL REQUIRE TWO TRIM i i! STUDS AND TWO ICING STUDS EACH SIDE UNLESS NOTED OTHERWISE. i 1 ' ! 10X24 ANTILEVERED I I I A 1! I R „ W 1 OVER EXTERIOR ALL RE: 1151.43 FOR 1 (2)- G5Xq WITH I12 5_ ALL JOIST HANGERS SHALL BE SIMPSON LOP, WP OR L55U TYPE '. i _ RIPPED DOWN TO 5 1/2" { SNOP45UARO BRACKETS ! TH1ZU-BOLTS AT 2'-0" FOR WIDTH T BA K5P/ N ! LOW ROOF UNLESS OTHERWISE NOTED. RE: 51.42 RE: ARCH. FOR i I WOOD WEB PACK 6. ALL BEAM TO COLUMN CONNECTIONS B , OTH TOP AND BOTTOM I I 1 LOCATIONS SHALL USE SIMP50N PLATE CONNECTORS UNLESS NOTED OTHEWISE ON DETAILS. I - \ RE: ARCH_ R 11/2 1. ALL EXTERIOR WALLS SHALL HAVE GONrIn1110US STUDS FROM " 112" V J 2i2X12 (3)-5 I/2" LVL 2X12 ?, I FLOOR TO ROOF (INGLUDING RAKE WALLS). } Ap.T 1'-0" KING STUDS AT 2'-0" 2X12 ; - ! r 51MP50M L5gO -I AT i i ! I N 8. ALL PREFABRICATED TRUSSES SHALL BE ALINED WITH WALL CLIP (TYPICAL AT � --- --.------- + i LVL SUB-FASCIA I 4 I 3 3,A STUDS BELOW. - I _ GORNER5) I q. < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. II I/il'' LV SUB-FASCIA i (3)-I LVL — — — — — — i I! a / i ' I III iAT 24" N O IOX24 GAPITILEVic1RED 'I 10. SEE SHEET 5I.04 FOR GENERAL NOTES. ' i(5)-2X6 OVER EXTERIOR WALL AT 24" II.1. RE: ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED ('S �I XI COLUMN v �)-2X6 TS FRAME BELDIi! a !I I (2)-GSXq][ IRNIO THAT BACK I5PAN I � " SECTION I ON A-A 2 2 J UMN i;l COLUMN i 3 sE• W �; ` ! I/4" 5 EEL SADDLE- RE. 10/54.41 ON STRUCTURAL PLANS. (2)-2X12 AT 2'-O" 'Y } i STUB WITH )-3/4"� MTX5XI/4 12. OVER FRAMING SHALL BE 2Xb MINIMUM AND SHALL BE P05TED COLUMN THRU- LT5 G UMN } A DOWN TO MAIN TRUSSES ON A GRID NOT TO EXGEED 4-O" X 4'-O" (16 FT ) D 3 12 J STUB - - - , 13. ALL COLUMNS SHALL BE (3)-2X6 UNLESS OTHERWISE NOTED. — 2X1?_ p - - F I 'A 2-O` COLUMN I ALL TOWER RbOIP W AT 2'-O•• , W 3 - r i FRAMING TO ry IMPSON HUG41 jf 14 i Q PREFABRICATED' II ANGER Z :I 3 -� ; I TRU55E5 AT 2 -Or v uj PREFABRICATED ROOF TRUSS NOTES: I UNLESS NOTES Q 4 GIRDER TRUSS OTHERWISE i PREFAB GIRDER TRUSS C 1 ` ) 2X10 (3)-t2 LVL ; AT EACH HIP AND x V I. PREFABRICATED ROOF TRUSS LOADS: _ r3 i I ' ry �. BETWEEN HIPS AT LIVE LOADS AT TOP CHORD= SOp/FT� (2)- i/4" L V.L. OUTRIGGER �' / Vf - I W ANGER 2X12 S I ! FROM PEAK (TYPa •�,,.1 IMPSON L55U AT 1'-O" DEAD LOADS AT TOP CHORD= 20#/FT2 2 1L 1/4" STEEL 4508 UPLIFT ` . _ � st 2X12 AT I'-4" WITH w DEAD LOADS AT BOTTOM CHORD= 15#/FT2 m SADDLE 2850# DOWN \� f ' - - - -- - { .I SIMP50N LSSU HANGER w NO DEAD LOAD AT BOTTOM CHORD I5 5 PSF 4 INVERTED SlN1PSON 4130 UPLIFT j 134 )-tl I/4' LVL - I I I AT BAGKSPAN (TYP) F� WHERE NO HEAVY TIMBER BEAMS ARE LOCATED AT GEILIN6 - } HU HA R 2600# DOWN �# ' SIMP5DN HUG412 - 2850 pW- - I - D u (� WIND LOADS- SEE STRUCTURAL GENERAL NOTES. -� - •4 '* ------- -- - �j _ HANGER 45010 UPLIFT F� STRESS INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED. - > = l{ � 2X12 - I PREFABRICATED TRUSS 1 AT 2'- O' O (CHECK SPECIAL ATTIC LIVE LOAD REQUIREMENT9a AT 2'-O" 1NITH 2X12 J Z 2. SHOP DRAWIN65 SHALL BE SUPPLIED BY MANUFACTURER AND `� ' OUTRIGGER GIRDS rR COLUMN REVIEWED BY CONTRACTOR, ARCHITECT, AND STRUCTURAL - J ENGINEER. T9055E5 UNDE CHIMNEY WALL HAVE A ADDlTONAL REFABRIGATED TRUSS p o 3_ THE TRU55 SUPPLIER SHALL BE RESPONSIBLE FOR THE FOLLOWING INVERTED SIMPSON q LOAD OF 175# R LINEAL _ T a,-0" ITEMS: r HU HANCTiER FOOT OF CHI EY WALL. _ _ I A. ENGINEERING OF ALL TRU55E5 AND TRUSS TO TR055 GONNECTION5 <�'`• V! 3 F F: 2X12 AND SHOWING OF ALL ON SHOP DRAWINGS_ C _ B. DESIGN AND SUPPLY OF ALL TRUSS BEARING 1210 PLF �t p x oo�l AT 2 -D" ji CONNECTORS AND HOLD DOWN5. C_ PLACING OF TRU55E5 TO AGGOMMODATE MECHANICAL n EQUIPMENT WITHOUT GUTTING �S. GIRDER TRUSS 4 L r ,` - 1 1'{ . KE FRAMINO) RD = (2)- ill ,I/ v '° - � 4. SIMP50N W2.5 CLIP ANGLES SHALL BE INSTALLED AT ALL Xf, owNF�c/nFVFrnp EXTERIOR WALL TRUSS BEARING LOCATIONS UNLESS NOTED 2K12 - •{ -ri? yv�4 S" }fCrS -' -'� f'sJZ A Q OTHERWISE ON ROOF DETAILS. t 1 124 i. _ - VAIL RESORTS AT 2'-O° I I BACK5PAN TiMBE m r 5. DETAIL ALL PREFABRICATED TRUSSES TO BE ALt6NED W1TH WALL (4)-�Xb I I t 2X6 AT 2'-0!( )-q 112" L�4 EAM I6'-O" STUDS BELOW. COLUMN Y. ` I BF-AKIN WALL © TRU55 O DEVELOPMENT I I i a 1 a COMPANY 6. TRU55 SUPPLIER TD CONFIRM ROOF AND GEILINEy SLOPES AND j ` I I _ I I E (V `" CONFIGURATION WITH ARCHITECTURAL DRAWIN65 PRIOR TO AVON,COLORADO FABRICATION. RE: ARCHITECTURAL FOR TRUSS PROFILES. Q _-- - ' ! i' -.._. Y * DVERFR ME I PREFABRICATE 3': - :i -- PREFABRIGAT D TRU55 r A, ' 4 ARC:H17rrr 0V RHa)Rq AT 1. RE: SHEET 51.04 FOR GENERAL NOTES. vt ! � — - I H _1 / ry /1RQiITEC:TURE PRrr iG T11 - - (2)-12" LVL I ' ? '% 1 X -� STUB 1 Denver,Colorado t' 0 (4)-2X6 I AT sl1 COLUMN SIMPSDN A-35 -' ' In IF Y [V �- s IY COLUMN i 2X4 '7y,12-C4? 1 p- ! SIMPSON _ CLIP AT EACH - vz-. NAC[I�iILAAVIR RAKE RAFTER X H _ :Iy _ _ = HU HANGER Q _ DES1GNAltCllClECI 2X12 FRAMING f = - 4� x - -� - - f RE: ARCH, i _ - I HART HOWERTON r' is _ z )9vY RK Y RK 2'-O" MAX. 2X BLOCKING SIM N HGUS 1• CO MN ' H R � a Jk. Q 4 zy x r F MTTCTURAI.ENGMERR ' (2)-2X12 END r US I zs - x� �.. _ _ AIONRUIi&hlsVCrl-U LNGLNLI R,,LNC f s Z AVON.C.ULORMO PREFABRICATED C71R R R •4 P!_F TRUSci I —YGL 2X12 4 - ?�4RCHAh7CAI.Fi.F.C[RiCAf.F_VCIh`F.EII ` r 4 IVdLinG1I<rt:QC,L�Ic I - ,-- `'. r ul AVON,COLORADO RE: PLAN .4T '-O"-i AT 2 _ = N N7 ' — — _ r `fir ac \ C.IVII.FJ�IGIVRFR ! / _ - � �, OI ALYLNE NGINEOLLNG,INC VAIT,CC�TO&AI]O I ��� "`'' •�v3 �Tv 'r� ry 111 J PREFA, ATED ti;,:.�SSx PREFABRICATED TRUSS ' LV RTE SIMIxSON - } AT 2;-0" WITH 2X12 L 4 WITH DROPPED TOP Q W� a s Q - HU AN6 R -1 OUTRIGGER 4.4 HORS AT RAKE FR�hMING ,� x PR J LT NLMBFR 6285 � OF PREFABRICATED DROPPED TOP CHORD TRU55 -- GI D TRUsS GIRDER TRUSS = i 0 1 N ISSUE REVISION DA'T'E RE= PLAN T _ r [(1 1 € i x i I 09 BI.DG.4/CONS'. 10.11.04 _ (4)--2X6 J SIMP50N LSSU �2 • - ilY i - -- I ;I RTED 5IMP5ON COLUMN HANGER I ` _ ®rLNALCONSI'. 01.03.05 - H HANGER i PLAN RF?VIF.XV ®N I (3)-2X10 (3)-q 1/2" LVL = - 1 9S1 OL07.05 I 51 MPSjEJM 1 116-- _ STRAP A. 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R[]Ol�I�RAMING PI,.7N SNOW FENCE VERTICAL I II 1/4" LVL SUBFA5GIA I = UNIT 9 1i f/4" LVL SUBFASGIA 1 SUPPORTS AT 2'-O" - 1NI I X Q'-O" MINIMUM X �l' U" M 3° S. 3 1 MAX. MU ~ 25'-11" I 14'-1 1/2"op 66-7 7 1/2" SECTION 1 0 2 3 4 1 112" = 1'-0" 2X6 EXTERIOR WALL STONE VENEER ® 2004 42140 ARCHITECTURE, INC. — 2X6 EXTERIOR WALL WITH 112" PLYWOOD RE: ARCH WITH EXTERIOR PER �. COLUMN TO AL.ION 2X6 PARTY WALL WITH �IEATHINFi VARIES L 4X4X3/8 WITH STONE VENEER SHEAR WALL SCHEDULE WOOD COLUMN WITH COLUMN BELOW SHEATHING PER SHEAR RE. PLAN 518' O X 6" EPDXY WALL 5GHEDULE TOP OF LEDGE ELEVATION ANCHOR AT 2'-0" 2X6 EXTERIOR WALL =TOP OF WALL AT DOORS ABOVE xxx'-xx'] RE: ARCH RE: ARCH - -`- RE: RGH RE. 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HANGER 2X6 LEDGER WITH 2X6 LEDGER WITH + 2X12 BLOCKING (2)-16d NAIL5 AT (2)-I6d NAILS AT ROOF J015T WITH I WITH (2)-8d TOE-NAIL5 EACH TRUSS WITH RE: ARCH, !'-O" TO PLATES I'-O" TO PLATES SIMPSON LSSU I EACH SIDE TO RAFTERS --- FA5TEN EACH TRU55 FASTEN EACH TRU55 BAGKSPAN EQUAL TO HANGER RE: PLAN I AND (4)-8d TOE-NAILS 12 WITH (4)-8d TOENAILS WITH (4)-8d TOENAILS 2X CANTILEVER LENGTH 12 1 TO BEAM 12 AT EACH TRUSS AT EACH TRU55 b PREFABRICATED PREFABRICATED RE 2X12 BLOGKIN& ARCH I/2" b GyIRDER TRUSS GIRDER TRUSS W1TH SIMPSON A-35 12 „ RE: PLAN RE: PLAN e e CLIP TO WALL. PLATES ' + 5GH�UE ER WALL e RE. ARCH. �' ik i 12 A ° RE: Af-` H. ly ' I 4 I i ROOF RAFTER 1 (RE-_ PLAN) 1 WITH (4)-&d TOE-NAIL5 ' TO RIDGE BEAM I SIMPSON H25 AT EACH TRUSS + WOOD BEAM 5EGTION AT GIRDER TRUSS ONLY PROVIDE BEVELED B C LOK RE: ARCH. 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POW)E 00 I M Q ISSUE REVMON DATE M ED=A1 li— D _61"_ POWDER B105A _fn DE +.3O"AFF-\,., ±-42"AFF F 1 J-_307AF Ln 09 BLIDG.4/CONSr. 10.11.04 8105 t W4 ENTRY-, BREAKFAST ROIDM ......... WD FINAL CONST. 01.03.05 14 9 SKI ADDENDLTM 5 05.16-05 Sim LOSET A901 < A102A C z AID2 1�1 I III 1 #0 ' ��4�5 K3 ENTRY PORCH B 'Y4 &2 B10313 +30WIF 2'-5" 14 A ONE Moo mom mum Now mmoo# 104B K 1 1" 9104A 4'-8Y2" "CE D RE� A521 UTIUTY PAN CT PLA NQIES: NG L 1 . REFER TO EXTERIOR ELEVATIONS K4 BENCH Q1 FOR WINDOW TAGS. > 2.DIMENSIONS ARE TO FACE OF ON= mom ONE NEW MEW ONE Ems mum STUD OR TO CENTERLINE AS IFI SKI CLOSET INDICATED. 1 0102 3. 2X6 AND 2X4 WALL WIDTHS ARE UNIT A I GRAPHICALLY INDICATED (U.N.O.). ENTRY PORCH 4. REFER TO INTERIOR DWGS- FOR ALL � Kl FIXTURES, APPLIANCES AND FINISHES. 5.REFER TO SHEET A61 I FOR WALL TYPES r4 6. REFER TO SHEET A711 FOR DOOR SCHEDULE. BUILDING 4 MAIN LEVEL PLAN d- K2 TYP. 0 PIERS 1 25*—1 1" 14'. 1)/2" L 26'-7" MAIN LEVEL PLAN r 4 GA 7 4-OY2 Ems _1y2 3, _A535 S FOR GMLL _j2 A �1<4 Im Ems NEE NEN Em Em Im ow I. 2 UNIT B R114' I.-oft 94-All 2 I 6 6 7)/-, 2 L q -4 1')/2 14'-0" 13'-83/4" 4'-4,V4 8'-7y2" 2004 42j1ljQ--%R"IrECTu INC. 412 4'-�. L r A. ... ........................... SNOW GUARD, TYP. RE: DTLS. 3 & 4/A5.36 -A �\A y2" SEE MAIN LEVEL PLAN FOR 41 WINDOW DIMENSIONS NOT SHOWN ON SOUTH WALL THIS LEVEL j COPPER GUTTER AND DOWNSPOUT W1 HEAT TRACE, TYP. 12 Lr) C-9 DECK BELOW Ej '4 -1y4" DECK BELOW 0 >4 [J D.3 jimiss mos wom Now ATTIC Ll 16t r4 �5 y 4'-5 2 4'-2" 0 u 0 R L -4" S-4- 3' 11 D > OP I"N TO z ,.., I '1 10 �C'111 0 LIVING ROOM L to K f 1<�> '7 B I..LOW INN Nos NOW MEN 1111111ft N 1�34 4 _�3 B204B u z am Now som 00 miss 0 i 02 M4 OPEN TO % wig AT 0 LIVING ROOM 3 ()3 BELOW Y47 01Y44" /4p' r3 I f- <�> ��I BATH 4- MASTER BEDROOM 1� a YA81 1 0 3 K ]Lij ��05 -NI Ln 1 L N N I TILE L i - I I = NOW 1111113 MEN moo## Fc—LoSET 3A OWN]WDEVELMER mi CPTJ 3'-5" U'-6" 06A 3 VAIL RESORTS A203A �3 ICLOSET 4A CLOSET 4B A812 8. "-8y2 2'- (A-?02 1 10. N1 3' 33/4 DEVELOPMENT !6 IN _b mi COMPANY ml K AVON,COLORADO _j C3 A201A 04 I - c -n_8-3 BATH 3 k.7 r4r) /4 ARCHMWFOPRECORD S co CP_r a J 7 D _Q r) B204A TI N 0 Denver.Colomb �_A202A < N \1% I 16R MASM PLANM "k *4 tcpT & A203B am Nos NINE 11111111 we 111111. NEW Now 111111 Miss A204A Bh" DWIGNAXCHMICT I B205A CPT LOSET 3B 1 1 '\�44 HARTIHOWERTON KO 1 AD 01 2'-&Y4 NEW YOM NEW YORK if) 2'-2 4 M2 <@> WOOD F A S is — STRUCTURALENGANEER MM19019&NMEM EKGH4MM%INC L !)Y2 4 MASTER BATHROOM AVON,COLORAM m J* HALL ACRICHAMICALFIXICIMICALENGWIRM M-1aENGDff=$.DX AVON.10OLDRADO +4Y2 8'-3Y2 3'-0" BEDROOM 4 16' BENCH N cr.1m MGM" M4 BEDROOM 3 AUnN1a2NGnQMKINr_,1NC Ic VAH,C01DRAW <�. mi AL T.o. PLywoqD StJBFLR A lq��45 EL.= 10'-4'1 TILE B203A PROJECr NILR"Ek- W".00 R N N IDA 0 Q 1 1 WEI 2 ISSUE REVISION DATE 1 11 CpTI BATH 3 Til E N 1 09 RIDG.4/CONST. 10.11.04 B202A 1.03.05 FINAL CONST. 0 2'-103/4 ADDENDUM 5 05.16.05 MASTER CLOSET k4��45 y 4'-3Y2 7'-0 4" 1-4 C m L BEDROOM 3 �z T.O. PLYWOOD S013FLR C14 EL.= 10'-4" COPPER Roor,j RE: B/A532 TID ELAN NUTES 1 .REFER TO EXTERIOR ELEVATIONS FOR WINDOW TAGS. 2. DIMENSIONS ARE TO FACE OF STUD OR TO CENTERLINE AS J INDICATED. 1p3.2X6 AND 2X4 WALL WIDTHS ARE L. GRAPHICALLY INDICATED (U.N.O.). 4.REFER TO INTERIOR DI FOR ALL t -.- I � L AH1. L FIXTURES, APPLIANCES AND FINISHES. 5.1REFER TO SHEET A611 FOR WALL A F TYPES BUILDING 4 4L3 6. REFER TO SHEET A711 FOR DOOR T SCHEDULE. UPPER LEVEL PLAN UNIT A 1,V2 8'_1y2" C14 4'-8Y2 i - L* 15'-3- 14'-3" 16'-3 10*-2)12" 25 -11 14'-1,Y2 262-72" A�Vl -4 <1�4 H 4 T ,MILE 3 10011� 4 A143 UNIT B C,6'-7Y2 L N 1 ROOF BELOW SEE 1 O 2004 42140 ARCHITECTURE. INC. 4 2 UPPER LEVEL 3 A341 4 0 ��(0� PLAN (SHEET A143) SNOW GUARD, TYP.--� SNOW GUARD, TYP. RAND RE: DTLS. 3 & 4/A536 E. RE: DTLS. 3 & 4/A536 _ � , JOHNS i € '" I RAIN DIVERTER - --_----_ ��-----�`. rr�i Lo 12'-0" COPPER GUTTER AND ✓�' , L 4 B O.O,WALL DOWNSPOUT W/ HEAT TRACE. TIP. - - SNOW GUARD, TYP. 3.-5" 2'-0" RE: DTLS. 3 & 4/A536 .-_._._ 12 3" DECK BELOW OF_ — V COPPER GUTTER AND DOWNSPOUT W/ HEAT 0 TRACE, TYP. I DECK BELOW--- w 1.4 rN r D.3 _ o A 0 r [ 1 CHIMNEY CAP (RE: 3/A534) -- 0 Fl 5 A535 TYP. o N 6:12 6:12 COPPER - w CRICKET D x m o u cn A r 1'-53 " o �- v.I.F. P-4 nj j A 2'-03/4„ O 6:12 N 6:12 V.I.F. Ct EA N 1 A531 NP. ° 31' 2 1 12:12 1 NOTE: CHIMNEY / .. � -- I FLUE IS SHIFTED OFF — N TYP. 3'-0" AXIS WITH FIREPLACE '} BELOW. SEE SECTION o .� f12 COPPER ! 1/A341 FOR GENERAL ® \ CRICKET PATH DESCRIPTION. WOOD SHAKES, TYP. O VAIL RESORTS CHIMNEY CAP ® N DEVELOPMENT (RE: 5/A534) O ti o N i 'o > _ ��os COMPANY I r -� AVON,COLORADO Eo ARCtUTHCr OF RECORD C 1 RIDGE: 25'-8 1/2" I M s A344 1 r eJ I ARCHFrECTURE x Damrer,Colorado Cy I N 1 UfA.4reR PLANNER t° RIDGE: 28'-7 1/4- A344 qt DAMIGN.ARC HUSC' v HART 1 HOWERTON Neva YORK,NEW YORK 1 A531 WOOD SHAKES, TYP. SMUG URAL ENCa ERR MONROE&NEWEiL ENGnVeeR�1NC C14 AVON.COLORADO MECHANICAL ELEG'E'RlCAL ffi�TG1NEeR DASHED LINE OF Mi►vo COLORADO BUILDING WALL j - 6:12 BELOW, TYP. N ALPM FXGn4ESMfr-.INC VAII�COLORADO 6:12 N 6:12 45 I I PROJECT NUMBER 20900.00 ! CA rl ISSUE REVISION DATE ❑ I 09 BLDG.4/CONST. 10.11.04 � ./N 35 TYP I - T-- --- ----- j ®FINAL coNST. 01.03-05 A.3 - tz ADDENDUM 1 01.12.o5 1 A345 16 ADDENDUM 5 05.16.05 B 6:12 ° — N A 4'-0" �I o to a: 4'-a° .� UNIT A COPPER ROOF ® BAY BELOW (RE: EXT. 6:12 1 I ELEV'S.) to 342 COPPER GUTTER AND DOWNSPOUT W/ HEAT TRACE, TYP. BUILDING 4 ROOF BELOW SEE NOTE: ALL ROOF RIDGE UPPER LEVEL SNOW GUARD, TYP. HEIGHTS ARE FROM EL= 0'-0". ROOF PLAN PLAN (SHEET A143) -6" RE: DTLS. 3 & 4/A536 F.O. WALL I > EL°W 3'-6" 1 UNIT B BUILDING 4 - ROOF PLAN A341 1 I 1�bB3-ARP.dwg 25'-11" 14'-1Y2" 26'-7" A144 2 3 4 N 2004 42140 ARCHITECTURE. INC. 1 2 3 41 0 F. RA ic k STONE PIER .............. T&G CEILING, TYP. 13 LO-i �77 E 0 WD. BRACKEIS F-4 (R EXT. ELEV'S.) —------ STONE PIER j___ F ------- UNDER IDE-OF-DEGK- ABOVE T&G CEILING. TYP. D.3 0 0 0 WD. BRACKETS FAMILY ROOM L ................ 'S.) ------- (RE: EXI. ELEV L) 10 -0 ------------- 71 > BEDROOM 2 D �cq u to, c1r 0_� 0 -I g'—o" co L z wj 0 FAMILY ROOM v 0 10--o- BEDROOM 2 ---rj 90-01, �43 (D FLEX (A SPACE OWNWDIRVELDFOL FLAT AT CEILING i op-011 z d__AI3OVF_ VAIL RESORTS 0 STAIR BATH 2 LAND INC AT STOR. DEVELOPMENT CEILING 110 8p-o" BELOW COMPANY 1 (2) LANDING 0—.9 AVON,COLORADO )3 Yp ul I ARCHrrECT OF RR01= 0�-AT CEILING rri A ABOVE .0 *03 �44 STAIR OR 2 FLAT LAN DING A lei .3r--O low .00- 89—on ARcHnicTm BEDROOM 1 SpFFIT N m Derwer.CoWrmb 7 -0 CAM g 1 1 MASTM PLANNM 0 LOWER 0 0 \��144 ENTRY 8*-0" HMTjH0W1BRT0N AW1 NEWYOMNMYURK STORAGE 71 MUMMALEKGRUMR, E� MECHANICAL NONROP&1149WFALENGDR7&%INC 0 10'-9"± 31 AVOM.COLDRAM BEDROOM 1 12'-O"± 1, "g—'z UMCHAMCAL ELPJCTMCAL ENGWIM !q _F M-ft ENGMEMS,TKC Iso—fir jo AVON,COLORADO MNMMGRJMX.WGD9-_ VAH�COLMADO ��,OWER RATH 1 -__NTRY S�FFI, PROJECr NUMBEP- 20900.00 59 7 __ T 0 0 JIPL Opp 0 ISSUE REVISION DATE W ri '03 *03 09 BUDG.4/CONST. 10.11.04 -ivnt)3 -ivnO3 0 8'_0" FINAL CONST. 01.03.05 311 ADDENDUM 4 04.29.05 A 1wJMECHANICAL 03 03 1 lop it -01. �-j" 1 1 ��4�5 16 ADDENDUM 5 05.16.05 -03 *03 B y 'v 4 IG .03 -0 03 A 'A )*ARCM lot\ S -Z 0 J3 FFIT -(a- c� __o W Exr tIOTE: 1 . REFER TO M/E/P DOCUMENTS FOR UN IT A L UN FIXTURE TYPES, LIGHT SPECIFICATIONS, CIRCUTING AND ADDITIONAL INFORMATION. 2. ALL CEILING HEIGHTS ARE FROM F.F. TO BOTTOM OF FRAMING. 3. ALL EXHAUST FANS TO BE CENTERED ON TOILET FIXTURE, U.O.N. 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U.O.N. 5. SEE ADJACENT UNIT FOR NOTES 14'—1y2_ L 26*-7'p AND DIMENSIONS NOT SHOWN. BUILDING 4 GARAGE LEVEL 3 4 REFLECTED CEILING 5 6'-7Y2 PLAN C UE�D ��M�gE�L�EV E�L �R E ML M CM I U N%�P L W Al 45 L 1 1 4 2.. 3 4 - © 2004 42140 ARCHITECTURE, INC. 7T, 26'-70 i E. RANDAL I JOHNSON 1 202 -A TdtG CEILING, TYP, ' A34 i (s <Cli- I VE ; ! � WD. BEAM (RE: STRUC.) $1 1 '---0 V LLL E.Q. E.Q. I A ® 2'-0 I. W H 14'-1"t N A o MASTER BEDROOM V A,10 a 1 DINING ROOM LIVING ROOM 1 1 '- 0" W -I A343 A,08 A,09 a 1�j 10X8 DECORATIVE FOR CEILING IN FIR TIMBER, THIS AREA - SEE 10 _0 , NOTCHED TO 'z UPPER LEVEL 1 O -O COVER STEEL R.C.P. FLOOR GIRDER Q 1 1 j 1 1( 0 H V-SO" 8x8 WD. HEADER�--�-- -i (BTTM. TO ALIGN :` 6'-3" 0 A W/ DOOR HEADER, I I EQ EQ Or 2'-10" LIVING ROOM DINING ROOM 1 TYP.) i C! I 8108 8108 I I i Ld 9'_0" AS43 �o I C.3 _ •- r --- -- °° w Q. EQ. 9Y4* t I _ EQ. EQ. — w TYP. FOR CEILING IN � $� ' p Q 2'-0" a A 4FdT THIS AREA - SEE UPPER LEVEL VAIL RESORTS 8x8 SOLID WD. 74FS, MSTR. BATH R.C.P. BEAMS, TYP. �,,, = _- - DEVELOPMENT — : $'—o" 9'-0" ® COMPANY 1'-0" KITCHEN ;} SOFFIT W ° �� �- ' - _ - _ C AVON,COLORADO c� W A107 c c 1 f HOOD O o �I ARCHrrEC rOFREC:oRD A344 o ; p (RE: INTERIORS) ° S-8" N Cl I nP CENTER FIXTURE FLOOR ABOVE FAF 'A EQ EQ IN COVE BAY, , TYP. TYP, h _ J TYPICAL °� 2 -o O o �nai,rECrunE 8x8 WD. HEADER MASTER CLOSET 8x8 DECORATIVE I BTTM. TO ALIGN �� U ci '� } CEILING MBER N A344 ) I ( 4x8 SOLID WD. A,,z W/ TYP. DOOR d ; BEAM 0 Ago I PERIMETERS, 9'-0" \ t > ASra�ePInNNER TYP. 2'_a" - KITCHEN DESIGNARCHn= w EQ. s'-a" EO. FLOOR A,3OVE 8'_O" - ;---,�.. p p HART I HOWERTON SOFFIT r © 2'�p" a NEW YOM NEW YORK AMAIN �' 1 - �`_�_. MAIN ENTRY l ji A103 ^ c SIRUCTURAL ENC MM 2'-p. c 9,_0„ / N „ I AVON,COLORADO 04 gr-Olt c J Cy MONROE do NEWTILL 8NC�NMMS,INC B.7 BREAKFAST ROOM - 4.-a" EQ. Q Typo 2-0 MSCHAIJI-RENG OWRIOENGIIVEER I EQ. M VON COLORADO ® 2'-0 4'l 2" x8 S E RS B A,oa °w PER METERS, TYF.Qz 1 1 ' _1 •' !1 -- ALPINE ENGINEERING,INC. 45 � 1212 � 12:12 °1 ° � � `T UTILITY I � 8••--0•• vAU..COLORADO � EQ. EQ. A„a ` . SOFFIT n „ E.Q. E.Q. TYP j 9 -O ® 9'---0" PROJECT NUMBER 20900.00 i w j POWDER CENTER OVER EQ EQ C14 A,o4 DRYER A ISSUE REVISION DATE ' N 8►_0„ 92-0„ I g'-0" - --- --- MAIN�ENTRY p 09 BLDG.4/CONST. 10.11.04 A.3 — POWDER 9 -0 BREAKFAST ROOM gA FINAL,CONST. 01.03.05 N B,oS e„o 0 1 i 8'-O" 9'--0" A345 ,5 ADDENDUM 4 04.29.05 WALL SCONCE ' (TYP. TO 2) I I CLOSET, — B , ADDENDUM s 05.16.05 to A,02 1 5 (CEILING in w SLOPES) iy A f EQ. EQ. - - ____ __.__ �_�-__ NOTE: 1. REFER TO M/E/P DOCUMENTS FOR UTILITY �+� __ - CIRCUTING AND ADDITIONA�CIFICATIONS, �A ENTRY PORCH OPENING f INFORMATION. 9'-0" 2. ALL CEILING HEIGHTS ARE FROM --- F.F. TO BOTTOM OF FRAMING. -� � ' UNIT B SKI g�_0" ---�---- ------- - - 3. ALL EXHAUST FANS TO BE CENTERED ON TOILET FIXTURE, U.O.N. , EQ 42 T ------- _ --- _ 4_ ALL LIGHT FIXTURES TO BE ---- - - --------- - -- - ----- - CENTERED IN SPACE, U.O.N. ' UNIT A -f -- - _ - — 5. SEE ADJACENT UNIT FOR NOTES 1 AND DIMENSIONS NOT SHOWN. I BUILDING 4 MAIN LEVEL 1 A REFLECTED CEILING A341 PLAN 1 I 25'-11" 14'-1y2" 26'-7" or I 1 MAIN LEVEL REFLECTED CEILING PLAN 1/4' - 1'-0" B3-ARCO2.drg A146 N -- -- --_ . - .-. 1 1 © 2004 42140 ARCHITECTURE. INC. 342 2 3 A34 4 25'-11" 26'-T � Y s hh I I � I16'-7"t f I I p d tail 1 7'—8" 2'-6' 1ox14 w 1ox14 SOL p SOLID WD. d BEAM WD. RIDGE (1 BEAM ( f ATTIC 6. S EQ. EQ. w I w lo 10'-3" co I FLAT j- 1OX14 SOLID D N WD. BEAM d °Q� .; �� f 16 8 !r■i■4 i s » � 1 � 10X8 SOLID WD. W (ii c; /����• 9 _0 �RAFTER , r 8X8 SOLID r �. a W w° WD. CROSS I .,, v V - 4X AILZ ' IWYD. PURLIN, W -� � . . SO N � (3r I• BATH 4 ° 4(s I' ® c * c I '. PARTIAL SOLID 8'-0" `'' 1 X14 SOLID �� 111 WD. PURLIN, i EQ. 1=Q. EQ. EQ. EQ_ EQ. I 2 - � _BEAM °0 12'-2 3 4"t 1 �' / S 9 NG PT. TYP. - ..- EQ EQ N PEAK TP.) { A343 �_- -=--- "-- C.3 CLOSET 3A 2'-0" al d w / OWNERMEVEI.OPEA ® 8 --0 w W g'-o" CLOSET 4 CLOSET 4 5'-a° EQ. EQ. VAIL RESORTS --_- o HALL ci ® W ® o —_--- N 2 ® 8'—o g•_o" �, wD.a DEVELOPMENT / �XRSSSSOLTIIF MASTER BDRM. COMPANY � 10 8'-0" $'-O" ® TT .�► $'-0")w - -- - ® �/ I AVON,COLORADO -- BATH 3 .n 1 � � �-- -: y� � `- `- _ — C ARCHITECP�rRCsCC1AD SOFFIT ' 11 I -6° EQ. EQ. EQ. - -- v -- ----- 7r- SOFFIT -9 w 9,-Orr i 1 3'-0 _-_ CF ® '� ® F ' A344 EQ. EQ. ,I,`6° 5'-2" i CEILING --- °' _ ■ J �, 1'-S" rlRCHrr�crunE , �► ACCESS d 1 r be ww.caorado PANEL, � ---- 2'-6' N � MA51$A PI.AN�TPdt I - f Q 2'-6. 1 EQ. EQ. EQ. EQ. A344 DFSIGNAA(iflTE('P `4 - o 8xs wD- HART HOWFIRTON TYP. NEW YOAtC,N YORK -- CLOSET 3B i N HEADER a 1 t3 U $ O j SO F 1[O]+IAOE ac NEWELL�iGINPRS,INC BEDROOM 3 BEDROOM 4 ,,.� .. � 2'-0M HALL. 29_6„ EQ. EQ- 1'-6 6 N AVON,COLOAAno I TYP. ''' nlRC.HAMCAL--.._ ENCjdINM II rf fr// �' o„ ® m-EANGIIVFF. .Ew I Rt l7('r9r['Ar_ S7' MASTER AVON,COLORADO O 7 -s MASTER BATH 1 : �y GIVIL ENGINEER �`- E f F• B, O„ ® N ALP[NE�GIIJEEAING,INC R A345 , ; f BATH 3 -f I PROJECT NUMBER: 20900.00 c ezoz ai 7r-O'r ` `! w i ! ISSUE REVISION DATE EQ EQ Q EQ E= EQ f 09 BLDG.4 CONET. 10.1.1 t!4 I ' •'l f r y. fJ- - � / W I " `% >•� Fr _F o cs ' 1 o Q FINAL CONST. 01.03.05 w w I A.3 -- - � I I I i ® � � � 15 ADDENDUM 4 04.29.05 5'-3" 1 i I ! Ikk I A345 16 ADDENDUM 5 05.16.05 MSTR�CLSr. B � I I I I � , 9'--o" A i BEDROOM 3 ``' � , I ® I NOTE: 1 . REFER TO M/E/P DOCUMENTS FOR FIXTURE TYPES, LIGHT SPECIFICATIONS, 1 11'-9 1/2" CIRCUTING AND ADDITIONAL ® INFORMATION. 2. ALL CEILING HEIGHTS ARE FROM w° F.F. TO BOTTOM OF FRAMING. i I 3. ALL EXHAUST FANS TO BE 1 � - CENTERED ON TOILET FIXTURE, U.O.N. t 42 I i I 4. ALL. LIGHT FIXTURES TO BE I I CENTERED IN SPACE, U.O.N. I ; 15. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN. I E BUILDING 4 1 UPPER LEVEL 3 A341 REFLECTED CEILING PLAN I UNIT A UNIT B 1 UPPER LEVEL REFLECTED CEILING PLAN 84_ARC03.dwg A14 2004 42140 ARCHITECTURE, INC. I lav C 01p E. RAND t JOHNS 0 A � � � I w � � 0 U Tsl A � j > U z W T 01 2 3 4 COPPER CHIMNEY CAP T T T (RE: 3/A534) OWNERMEMMMIL VAIL RESORTS IVQ DEVELOPMENT FOR ROOF SLOPES REFER TO ROOF PLAN COMPANY AVON,COLORADO A, EL +28'-7.25" WOOD SHAKES— TYP AlCtUTECr CW RECOM T.O. MAIN RIDGE d -lit I I s- 11-It 1ILL11111 IL11-11— Lt 1_L 1-L To ROOF PLAN OOF SLOPES SOLID WOOD DECORATIVE TRUSS _H' LL U_ 1-11-1--HILI J i M TIMBER BEAM ENDS — TYP • ARCII (REFER TO SOUTH ELEVATION [Mn"r,CoMmcb FOR TIMBER SIZES SIM.) -H J LIL11" I JL MASMPUNNIM i El —SNOW FENCE 3BS1GNA2CHrrBCr -� _1�� _ 1 5 WOOD FASCIA HARTIHOWERTON NEW YOM NEW YORK COPPER GLMER & __X_ DOWNSPOUT SIMUCrUML ENGMER € / 1 - xo"M&?Musa mrjwwwc W AV0N,C010RADQ AVON.00LORADO MnLENGINEMR •J C f... ._ - o o ALMNBENGINEERINGINC VAU,COWRAW TIMBER BEAMS AVID ILI III I (RE: STRUCJ 000, I NUMBER 209 Wilim I IJ 9 j Atj JI —Iffilt L11 I �11 LI ISSUE REVISION DATE EL +10'-4" UPPER LEVEL A753 ff �f LLH t T.O. PLYWOOD SUBFLOOR 09 BLDG.4/CONST. 10.11.04 Tt WOOD SIDING — TYP r FINAL CONST. 01.03.05 STUCCO —TYP 2 ADDENDUM 1 -01.1205 CURVED STONE VENEER D ADDEN UM 5 05.16.05 RETAINING WALL B13 AA (RE: LAND.) EE CIVIL FOR GRADE E7 ELEVATION REFERENCES, TYP. FINISH FLOOR S A v: ---------- TTF I I I MAIN LEVEL = EL 0'-0" T.O. PLYWOOD SUBFLOOR UNIT A— UNIT B —EXHAUST LOUVER, NOTE: REFER TO SHEET PAINTED TO MATCH A751& A752 FOR WINDOW AJACENT WALL FINISH. STUCCO ENTRY COLUMNS TYPES, SCHEDULE AND SILL (RE: MECH.) (2- BATTER) & HEAD HEIGHTS. WALL SCONCE — TYP STONE VENEER — TYP .1 tilld : . Wk. . - TYR All exterior vents, louvers, and other BUILDING 4 penetrations shall be painted a color which NORTH ELEVATION compliments the surround exterior material color. NORTH ELEVATION 4EL.dw9 A241 © 2004 42140 ARCHITECTURE, INC. �E of cnto��v E. RAND L ,JOHN N S A �� - w � z Q I A '4 I c A w 0 4 3 EXPOSED CHIMNEY CAP 2 1 (RE: 5/A534) I •mot � 1 STUCCO CHIMNEYy W/ COPPER ROOF u (f� 1 CAP I 1z SOLID WD. DECORATIVE A (RE: 3/A534) 1OX12 SOLID WD. TRUSS (REFER TO A TRUSS OVER DECK--UNIT 0.4 A-FOR TIMBER Nit ,.T,l�; REFER TO ROOF PLAN TIMBER BEAM SIZES-SIM.) FOR ROOF SLOPES -.- 1OX24 SOLID WD. (RE: STURC.) ` (SIM. TO DTL.1/A533) 1 ' WOOD FASCIA i EL +28'-7.25" I I I I I l l �I I I _ T " iLd-- 1"- i I�l�-_l u i 1 I '.4 -1 I -�- I ' 1 T.O. MAIN RIDGE _ SNOW FENCE i 10X 10 SOLID WD. _--_�__--- -_-- --�-. ------ I I ' ! ' ' ? I I 1 OX24 SOLID WD. RAFTER A - -`�_.; . ._�_ 11_ � 1 . . IJ 1 _�.._� (RE: 1/A342) 3VOTE; MAJORITY OF EXPOSED WOOD SHAKES - - - -1 - - -1_Ll Jul-t._L L -I. -.`- --I I .I �._-�- I-1 , I TIMBERS TAILS ARE DECORATIVE. " i�.- _. , i I I w i._ { - f REFER TO STRUCTURAL DRAWINGS ! I ' - ! -1-�- -L FOR ACTUAL TIMBER BEAM _ i ' -1_ l�_ 1._1I . �. - -�._ II `` VAIL RESORTS � � : � �I:"I � � L_� � I .�_�. i � � i _�� 1. -�--L LOCATIONS. A- r�_��_._1�-_�I _��! " I � � 1 I�-�- � �1J I i�_� DEVELOPMENT SOLID WD. �I I COPPER GUTTER & COMPANY KNEE BRACKET - --.i�` ��-: '' � � � - —H !J --.--�_� I���! DOWNSPOUT AVON,COLORADO ARCHUECP OP RECORD _ i WOOD SIDING t_ 3 o - - =� �., - + �_- ---..` / ; 12X12 SOLID WOOD COLUMN A521 } . } • — WOOD SIDING AMHnTCWRE EXW US EI2 Dommr,Colorado f -PAI T O MA CH i i M&STER PLANNER I 'AJ CET ID NG = _ , ; I WOOD TRIM- TYP DESIGN A$CH1TECi PP RWV CORK�vORK ON ICU O 11 o R I LIPPE _ — — • — — �-__�-� — -- - - �foiaRO�x�iawBZa.�nvMexs,INC ---�� r i ` T.O. PLYWOOD SUBFLOOR nvoN.COros�no i QC MECHANICAL t1CALENGIiNRIER WALL SCONCE &E INC CA R STUCCO ALP ENGINEERING.INC. �" i • �. ; A521 vnu,COLOxADO WD. GUARDRAIL & BALUSTERS ILL (RE: DTL. 7/A522) PROJECT NUMBER 20900.00 ¢; SEE CIVIL FOR GRADE ISSUE REVISION DATE —- —_ - - GAS F.P_ - - --�-- -- ELEVATION REFERENCES, TYP. FLUE EXHAUST - - - z " 09 BLDG.4/CONST. 10.11.04 �._- - _- - - l MAIN LEVEL = EL 0 --0 i - ._ _ � _ _ _ �--- - p SUBFLOOR - Q FINAL coNST. o1.a�.vs T.O. PLYWOOD —_ t ADDDENUM 1 01.12.05 STONE WALL BEYOND -- - __ -- (RE: TUNNEL _ 2-_ -- —- - - t ADDENDUM 5 05.16.05 s -- CONSTRUCTION PKG.) - - - -- — -- - - - - + - - - - STONE WEiVfnER PIERS lu - : �- - _ - - - N ' �- --_ - - - - _ _ - - _ - -: - - _ _ - - - - _ k _- - _ - - - - - ,. _ - - _ = �� - .. -t _. - _ ._ _ - - GARAGE LEVEL- EL-12'--0" T.O. PLYWOOD SUBFLOOR UNIT B UNIT A COPPER DOWNSPOUT{S} COPPER DOWNSPOUT(S) I (TIE INTO STORM DRAIN, NOTE: REFER TO SHEEP (TIE INTO STORM DRAIN, Typ.) A751& A752 FOR WINDOW NP•) TYPES, SCHEDULE AND SILL & HEAD HEIGHTS. BUILDING 4 SOUTH ELEVATION 1 SOUTH ELEVATION 1/4' = V—D" 4EL.dwg I A242i