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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 8 (5) Code Notes @ 2004 42140 ARCHITECTURE, INC. I. FIRE RESISTIVE UIREMENTS FOR RESIDENTIAL -3 �,`�0v C!]tp�9 RE A. Fine Resistance Ratings for Building Construction Type VB(Table 601): Sti OD E. RANQ 1. Structural Frame Non Rated JOHN 20 2. Floors(incl. supporting beams&fists.) Non Rated 3. Roofs(incl. supporting beams&fists.) Non Rated ys'f A�tC�� a. Roof covering(Table 1505.1) Class C Rewired, Class A Provided 90 MIN. 4.Exterior Walls a. Bearing Walls Non Rated except as required W (Sect. 704.3 &Table 601 &602) U b. Nonbearing Walls Non Rated except as required (Sect. 704.3 &Table 601 &602) W Q ... .r .. : c. Maximum Area of Exterior Wall Openings: Unprotected where greater than 5 feet fire separation distance per Table 704.8.f. QI ~ O 5. Interior Walls(Table 601) (� Q M4 1MR11 RE.Si�EET mat • . a. Bearing Walls Non Rated W FoR IN'rAas b. Nonbearing Walls Non Rated O _ , U 1e-0., B. Specific Room Enclosures&Occupancy Separations W Q 90 MIN. FROM OCWPIED SPACE W ft 34iR PENETRATION ZONE 1. Mechanical Room 0-hour Fire Barrier(when sprinklered) W (Sect. 302.1.1 &Table 302.1.1) 90 MIN. C. Corridors(fully sprinklered bldg., Table 1016.1) U Z t Load Served W p 1. R occupancies greater than 10 0.5 hour Fire Partition ~ a 2. Exceptions include and are not limited to: a) A fire-resistance rating is not required for corridors contained with a dwelling or sleeping unit in an occupancy in Group R D. Vertical Exit Enclosures (Sect 1019.1) .: .. a • _ t 1. Connecting less than 4 stories 1 hour Fire Barrier ' I .I I I = ' • - ' - °' I I I �.J I I�I i�I I I I I I I--I I 11 I i 1 1 2. Exceptions include and are not limited to: Y a) Stairways serving and contained within a single residential dwelling I unit or sleeping unit in occupancies in Group R-2 or R-3 and sleeping VAIL RESORTS units in occupancies in Group R-1 are not required to be enclosed. .DEVELOPMENT p7 (Sect. 1019.1,excpt. 3) COMPANY CODE REFERENCE SECTION ( UNIT B ) AVON,COLORADO E. Shaft Enclosures{Sect 707.4} ARCffrWr0F 2 AREA SEPARATION WALL AND SHAFT SCALE: 1/4" - V-0" A--uT-10 1. Connecting less than 4 stories 1-hr enclosure AF F. Fire Barrier Requirements(Sect. 706) ■ 1. Fire Walls&Party Walls 2 hour rating j (Sect. 503.2 ,Table 705.4 & Sect. 705.3 excpt.) °6mv,Mailb I I G. Ducts&Air Transfer Openings(Sect. 716 &Administrative Modification Request) MUSTM PLANNM F�SEPARATION RATINGS nNAic�rr»c�r ------- --- -- _ - 1. Fire dampen are required at fire walla, fire barriers, &fire partitions. (716.5) HART HOVPERTON 1-HR FIRE RATED WALL Y I I I Y I�I I. Fire and smoke dampers are required at shaft enclosures. (716.5.3.1) JT H YOMNWYOM W 24HR FIRE RATED WALL ��I r�I I rr■■i�I��I�� H. Concealed Spaces(Sect. 7 1 7) MucxvMr.MiGERM 3-HR FIRE RATED WALL MCMPM& 1. FireblocVmg AVON,COS.01t,ADQ MSGHANICALELOCT irAr.04UMIM 2. Floor&Attic DraftStopptng not required when fully Sprinklered AVON.COi.0AAfl0 with NFPA 13 system(sect, 717.3.2, excpt. 1) II. FIRE PROTECTION SYSTEMS AEPINH SNGINB$BiNG,WG VAY7.,CXNA A00 ZZ 90 MIN. A. Automatic Sprinkler Systems(Sect.903.31.2) d8 I B. Standpipe Systems (Sect. 905 &2003 IFC Dry Manual Class I) PROJECT NUMBER: 20900.00 C. Portable Fire Ex i " hers Sect, 906&2003 IFC Class Tierra RBVrsioN nArn 04 40NSI DOC r D. Fire Alarm and Detection Systems(Sect. 907) _ FOR PP.RWr 07.23.04 I i - �I� 1�1IiGII !r�!Il li�llf ! I 1 wl I I=I 11=!I I��1! I 11=1 I I- o5/od CoNST Doc 08.13.0 - III. EGRESS REQ111, f -- � g BLDG.2/coNST. 09.02.04 11j. A. Doors (Sect. 1008)A. 3/GONST. 09.24.04 RE SHEET Af9Q1 B. Stairways(Sect. 1009) 09 BLDG.4/CONST. 10.11.04 FM I)E iAll,S -., _. 10 BLDG 5/CONST. 1025.04 C. Exit Access(Sect. 1013) 1. Common Path of Egress Travel(to be included within the permitted 5B FINAL CONST 01.03.05 t travel distance) 6A/7A/8A/9A/10A/11 o'�,TYP. 90 MIN, FROM OCCUPIED SPACE D. Exit Doorways and Minimum Number of Exits (Sect. 1014& 1018) FWAL CONST 01.03.05 34iR PENETRATION ZONE 1. One Exit Required(Sect, 1018.2 note 2) 16 ADDENDUM 5 05.14.05 E. Exit Access Travel Distance(Sect. 1015) 90 MIN. 1. Less than 250 feet(Table 1015.1) IV. OTHER REQUIREIRUSM I A. Interior Finishes(Table 803.5) 1. Class C B. Ventilation(Sect. 1203) __ • f ' 4. _ 4 I tin C.C Li Sect. 1205 g{ ) CODE ANALYSIS & _ - D. Sound Transmission(Sect. 1207) SUMMARY { E. Energy Efficiency Sect. 1301 F. Minimum Plumbing Facilities (Sect. 2902) j Ol I - CODE REFERENCE SECTION ( UNIT A} FOR ALL OTHER INFORMATION PETAINING TO THE RESIDENTIAL CODE ANALYSIS REFER TO THE ADMINISTRATIVE MODIFICATION REQUEST j 1 AREA SEPARATION WALL AND SHAFT PROVIDED BY ROLF JENSEN&ASSOCIATES 1 SCALD: 1/4" _ V-0" A-DT_10 f 2004 42140 ARCHITECTURE, tNC. DESIGN AND CONSTRUCTION TOOL FOR CONGEALED SPACES All concealed spaces ewlosed *dBy or partly by exposed combustiwe consicaom*all be protected by wprinklers, pF Colo except as indicated below: ConcMed amms Not S er Protection 2002 NFPA 13, Section 8.14.1.2 E. RAC! L Method 1. Noncombustible and limited combustible concealed spaces with no combustible loading having no JOH N ROOF access shall not require sprinkler protection. The space shall be,considered a concealed space even COMPOSITE JOISTS with small openings such as those used for return air for a plenum. Method 2. Noncombustible and limited combustible concealed spaces with limited access and not permitting W MIN. BATT INSULATION occupancy or storage of combustibles sltiall not require sprinkler protection. The space shall be METAL FURRING CHANNEL considered a conceded space even with small openings such as those used for return air for a plenum. MANUFACTU E TRUSSES Method 3. Concealed spaces formed by studs or joists with less than 6"between the inside or near edges of the T studs or joists shall not require sprinkler protection. Reference Details AI&A2J-. �-- FIRE SPRINI LERED ATTIC CEILING ATTACHED TO METAL CHANNELS Method 4. Concealed spaces formed by bar joists with less than 6"between the roof or floor deck and coding INSULATION FIRE PROTECTION OF CONCEALED shall not require sprinkler protection. W CEILING JOIST (BOTTOM CHORD SPACE NOT REQUIRED. FIRE STOP Method 5. Concealed spaces formed by ceilings attached directly to or within 6"of wood joist construction OF MANUFACTJ ED TRUSSES) IF NECESSARY TO LIMIT JOIST shall not require sprinkler protection. Reference Detail BI-. 1-4 CHANNEL VOLUMES TO NO r Method 6. Concealed spaces fom�ed by ceilings aaached to composite wood joist consauction either�recriy GREATER THAN 160 CUFT/CHANNEL or ono metal channels not exceeding 1"in depth,provided the joists channels are$re dopped into [�] O 1 , volumes each not exceeding 160 fl'using materials equivalent to the web construction and at least r"-' 3,Vz"of bast insulation installed at the bottom of the joist channels when the�is attached ,,, CEILING SECTION DETAIL utilizing metal channels,shall not require sprinkler protection. Reference Detail . ON04 (Cl SCALE: 1" = 1'-0" A-DT-FP03 Method 7. Concealed spate entirely filled with noncombustible insulation shall not require sprinkler A O protection. �T� �"I Method 8. Concealed spaces within wood joist construction and composite wood foist construction having O CEILING CONCEALED SPACE noncombustible insulation filling the space from the ceiling up to the bottom edge of the joist of the BELOW INSULATION, roof or floor dew provided that in composite wood joist construction the joist Channels are O SPRINKLER PROTECTION firamnq ed into volumes each not exceeding 1601P to the full depth of the joist with material U NOT REQUIRED equivalent to the web construction,shall not require sprinkler protection. Reference Detail D/-. A Method 9. Concealed spaces over isolated mall rooms not exceeding S5fl2 in area shall not require sprinkles »� CEILING SECTION DETAIL protection. w > F SCALE: 1" = 1'-0" A_ T_ Method 10. Concealed spaces where rigid materials are used and the exposed surfaces have a flame spread D FP06 rating of 25 or less and the materials have been demonstrated not to propagate fire in the form in 16 which they are installed shall not require sprinkler protection. V Z WOOD FLOOR JOIST Method I I. Concealed spaces in which the exposed materials are constructed entirely of fine-retardant treated W T� wood as declined by NFPA 703,Standard for Fire Retardant Impregnated Wood and Firer Retardant !� IF CEILING IS LESS Coatings for Building Materials,shall not require sprinkler protection. THAN 6" FROM OR Method 12. Noncombustsble concealed spaces having exposed combustible insulation where the heat content of ATTACHED DIRF!CTL.Y TO the facing and substrate of the insulation material does not exceed 100 Btu&shall not require 0 ` JOISTS. ION THEN IS SPRINKLER �� 1� PROTECTION er tection. NUT USED REQUIRED. Method 13. Concealed spaces below insulation that is laid directly on top of or within the ceiling joists in an WHERE LARGE R-FRAMED CEILING otherwise sprinldered attic shall not require sprinkle'protection. Reference Detail F/-. COLD AREAS 0 R ON THE = -FLOOR OR ROOF JOIST Method l4. Vul can pipe chases under 1 ORS,where provided that in multi-floor buildings the dwse�s are fire ROOF, EMPLOY TYPE stopped at each floor using materials equivalent to the floor construction,and where such pipe = AUTOMATIC SPRINKLER S, EXTENDED WITHOUT BENDS 0 ROOF ADJACENT FIRE CEILING SECTION DETAIL no of ignition,P be� bl� pme at PROTECTED CONCEALED each floor shall be properly sealed and shall not require sprinkler protection. Reference D ted CT/-. WET SYSTEM IN WARM ATTI SPACES WHERE OCCURS SCALE: 4" = 1'-0" A-DT-FP01 Method 15. Exterior columns tinder lOfl in ales formed by studs or wood joists,supporting exterior canopies - STUD WALLS W/ GYPSUM ;. WALL BOARD CONTINUOUS that are fully protected with a sprinkler system,shall not regalia spiinklerprotectiont. Reference VAIL RESORTS Detail TO UNDERSIDE OF FLOOR -' DEVELOPMENT COLD - - OR ROOF DECK TO ISOLATE NOTE: DRAWING LSD ON FIGURE 8.6.4.1.5.1 of 2oo2 Ire t3 sF►ww L TRU ED OVER- AREA. Definitions: COMPANY WARM AMC FRAME ` 'i TRUSSED CONCEALED SPACE OVER O. Composite wood joist eonstrurctioa: AVON, COLORADO ISOLATED ROOM NOT ' ( Prefabricated,pre•engin�eered wood joist constructed of sawn or laminated veneer lumber flanges axc,arec-roF1scoen l 7 AREA �---WARM ATTIC --� EXCEEDING 55 SQ.FT., along the top and bottom edges of single plywood or oriented strand bid web. Sometimes P } SPRINKLER PROTECTION NOT refereed to as I joists or Tn's(Truss Joist I shape). lei REQUIRED Fire retardant treated wood(FRTW): F WET SPRINKLER LINE CEILING FRAMING Wood that utilizesessure impregnated treatments that reduce certain burning of the N wood. To comply,the wood shall be treated for fire retardance in accordance with the requite of the Americ=Wood Preservers'Association Standard Cl, All TFmber Product-Pr oo v�auve oenver•Co+°"d° LESS TW.b" �"BEIWEEN» OR GREATER=-* Treaftmt by Pnwnm Phiam, as modified in NFPA 703. The wood shall comply with NFPA 703. -------.-- ---------- - - -------- ----- - ISOLATED SMALL ROOM NOT BEIWEEhI NFJIIt NEAR Limited Combustrble Material: naxnxr�arBC-r �aesraa EXCEEDING 55 SQ.FT. EDGES OF FRAMING EDGES OF FRAMING C EI LI N G A budding form it that does not comply with the definition of ' Ie material SPACE, NO SPACE, SPRINKLER �,' used,has a potential heat value not exceeding 3500 Btu per 1b,and that HART I�H4WERTON SPRINKLER PROTECTION IS complies with either of the following,(a)or(b). Materials subject to increase in combustibility or NMVCMMK PROTEC910N REQUIRED flame spread rating beyond the limits herin established through the effects of age,moisture,or other REQUIRED atmospheric condition shall be considered combustible. (a)Materials having a sirttctund base of STRUCTURAL ffid6n M MC*W]1&Nawsu.SbX;V0Mnvc COLD OVERBUILD CONDITION CEILING SECTION DETAIL CEILING SECTION DETAIL noncombustible�'Sroi M�ninthef�orm�dthicknessoused,� J SCALE: 3/8 = 1'-0" � " ' " A 3 +� � " (a),having neither a flame spread rating greater than 25 nor evidence of continued pine �-a� � • A-DT-FP09 SCALE: 1 = 1 -0 A-DT-FP05 SCALE: 1 = 1 -t) SK-A-11 combustion and of such composition that surfaces that would be exposed by cutting through the AV0N,ODIARAM WOOD JOISTS OR material on any Plane would have neither a flame spread rating greater than 25 nor evidence of �•�� COMPOSITE WOOD continued progressive combustion' A�nu'aor�anAno JOISTS. WHEN Limited Access: COMPOSITE JOISTS ARE Where access may be available and small,however,the space is not used for stomp or for USED, JOIST CHANNELS occupying Space must be viewed as not capable of being used for storage or occupying. oJECr NUMBl3R: 2090000 SHALL BE FTRESTOPPED INTO VOLUMES EACH Noncombustible Material: EXTERIOR COLUMN CONCEALED NOT EXCEEDING A material dint,in the form in which it is used and under the conditions anticipated,will not ignite, ISSUE REVISION DATE SPACES SHALL NOT BE FIRE 160cu.ft. TO THE FULL bun►,support combustion,or release flammable vapors when subjected to fire or heat. Materials that SPRINKLERED. PROTECTION DEPTH OF THE JOIST are reported as passing ASTM E 136, Standard Test Method forBdwvior of Materials in a Vertical 5B PTNAt-CONST 01.03.05 SHALL BE PROVIDED FOR BY WITH MATERIAL Tube Furnace at 750°C,shall be considered noncombustible materials. 6A/7A/8A/9A/l0A/11 ONE OF THE NFPA APPROVE EQUIVALENT TO THE WEB METHODS (2002 NFPA 13, CONSTRUCTION. FLOOR JOIST Noncombustible insulation: -_ SECTION 8.14.1.2) BOTTOM EDGE OF JOIST s T�must be approved by the authority�p)> uc� �'iherenot a liking for such FINAL CONST .01.03-05 insulation and the AHD holds the answer to Q ADDENDUM 5 05.16.05 COMBUSTIBLE WOOD FRAMING, FILL SPACE FROM E LESS THAN 60, DEN wood joists caonstmctian: TYP' CEILING TO BOTTOM EDGE U, SPRINKLER PROTECTION Ceiling or roof joist constructed of finished wood members(not constructed ofplywood or barwebs). I OF JOIST WITH _a IS NOT REQUIRED. NONCOMBUSTIBLE E INSULATION. SPRINKLER Gore Creek Residences Pro Area lication ofPotenfid 0 PROTECTION NOT Cif JOIST Below is a list of the areas on this project where the above fiiltceri(15)methods of REQUIRED. concealed spaces not requiring sprmklerprotection could be applied- CEILING JOIST Method 1. Roof overbuild areas Method 2. Attic spaces,Roof overbuild areas. CEILING Method 3. Spaces between floors,interstitial spaces,spaces between ceiling and roof. Me&M 4. Not applicable as these are no bar joists. H EXTERIOR COLUMN PLAN D CEILING S E C TI 4 N DETAIL CEILING SECTION DETAIL Method 5. Spaces between floors(especially between main level and upper level). Method 6. Theatre areas as part of an upgrade package(where metal channel may be used). SCALE: 1" = 1'-O" A-DT-FPOS SCALE: 1" = 1'-0" A-DT-FP04 A 2 SCALE: 1" = 1'-0" A-DT-FPOt Method 7. Roof overbuild areas,attic spaces,between floors(above bathrooms). Method 8. Between floors where 6"cannot be achieved,attic spaces,roof overbuild areas,above bathrooms PIPE CHASE < 10 SQ.FT. AND CONTAINING N andpowderrooms. IGNITION SOURCE. ALL PIPING SHALL B NON-COMBUSTIBLE. FIRE STOP AT EACH FL00 Method 9. Spaces smaller than SSftr over bathrooms,closets,and powder rooms. The space USING MATERIALS EQUIVALENT TO THE FL00 � Y must be separated$vin adjacent areas. CONSTRUCTION AND PROVIDE PROPER SEAL OF Method 10. No real application viewed due to orientation of use requirement. ALL FLOOR PENETRATIONS. CHASE REQUIR Method 11. Attic,crawl Space,roof over&anned areas,between floors. 4 NO FIRE SPRINKLER PROTECTION IF LESS THAN 6 THIN Method 12. Not applicable to project as concealed spaces are combustible. STUD WAIL SPRINKLER PROTECTION IS NOT Method 13. Only applicable if sprinklering attic spaces. a COMPOSITE JOISTS REQUIRED. REFERENCE Method 14. Constructed pipe chases. p NO INSULATION REQUIRED NECESSARY ��p�y IN Method 15' Columns supp porches and back decim CONCEALED SPACES N REQIBREIuIENTS PER IBC ViEN co FIRE PROTECTION OF SPACE IS CONTINM ethods where concedes spaces are with Automatic s DESIGN & TRH FLOOR CONSTRUCTION ° JOIST CHANNELS NOT STUD WALL On the Gore Creek Residences project it a believed that the only spaces subject to n MECHANICAL/ REQUIRED, NO VOLUME fiewing occur at the attic roof ova flme ad areas. Since the core Creek residential CONSTRUCTION LIMITATION FOR JOIST structures(units)are to be protected with anti-fi+eee automatic sprinkler systems, 16 TOOLS PLUMBING PIPES, the sprinklers can be extended into the attic roof aver-fiamed areas whets nay TYP CHANNEL. y CEILING ATTACHED to address the concealed space requirements, DIRECTLY TO E COMPOSITE JOISTS 0 L C x 3 R003 PIPE CHASE PLAN CEILING SECTION DETAIL BALL FLAN DETAIL r d u SCALE: 1" 1'-Q" A-DT-FPO7 SCAIrE: SCALE: I I / ' © 2004 42140 ARCHITECTURE, INC. � °f Co, ' E. RArl L • ' JOK N R ESIDENTIAL — BLDG 4* Occupancy Type: R-3 100 -7 O � �A 11 O RESIDENTIAL — BLDG 3* ' � ' Occupancy Type: R-3 • ' BUILDING 4 UNII 10 mo� Poo Ik , V RESIDENTIAL — BLDG 2* v,�p1N�S cS'G 7y FEC-3 A 'tea Occupancy Type: R-3 P Y YP 1� FO W �?3 FEC--3 UNIT 11 OA RESIDENTIAL — BLDG 1 sip BUILDING 3 �y� Q W O F Occupancy Type: R-3 � � v � PEI a v Y S ago FEC-3 ® FEC-1 SNIT 13 -o 'Po 13 Fes 1 g,`g, BUILDING 2 �" FEC— _9A J I 7 5 5 �NjT 14 KNOX BOX FOR FIRE DEPT. VAM RESORTS I N Zen , ` ' ACCESS AT BOTTOM OF STAIR DEVELOPMENT UNIT 15 woo 0000 J ANY � .. BUILDING 1 `O � 9000 � , � / AVOONl COLORADO UNIT 16 10 I 0 000 Soso / ARCHn=OF RECORD I in Soo woo I , r+ SHC-1/ IVA tv k i 1 �, ■ STAIR 1 I APANWEMME FDC WITH HORN & ST BE , Occupant Load: 70 Derw Cmbmdo EC ON SITE W L Travel Distance=196' (RE: FIRE PROTECTION DWG .) .n Door Exit Width Req'd: 10.5" u• rx�u�vEx I D 000 (<400') � , Door Exit Width Prov'd: 33" nx�GNARCHrrWr I FEC— ® O O H Stair Width Req'd: N/A ART HOWERTON FE — — Stair Width Prov'd: N/A rrWYM%c,rssw c - FEC-1 too STRUCTURALENCANWR AVpAi,COLORADO ® — �► AGR31AMCAx � - NI _ Avcx+t,rAr�oxn�ao I T<4 ravel n Distance=207' - ��ANM STAIR 2 SHC-1/FE 000 ( 0 ) 1 AxPaM4GWBBR1NG�11!W_ i Occupant Load: 70 — 000 i vAU,caaARAno Door Exit Width Req'd: 10.5" FEC-1 — 000 — - , Door Exit Width Prov'd: 33" PROJECT NUMBER: 20900.00 Stair Width Req'd: - N/A Stair Width Prov'd: N/A I _ 000 ISSUE REVISION DATE 1 04 CONST DM I PARKING TUNNEL 1 , FOR PERMIT 07.23.04 � Occupancy Type: S-2 05/06 CONST DOC 013.13.04 I , 07 BLDG.2/CONST. 09.02.04 Occupancy Load Factor: 200 SQ. FT./OCC. Total Sq. Footage: 42,071 SO. FT. , ®FIRE SEPARATION RA TUNNEL REV 09.10.04 RATINGS Occupant Load 212 OCC. , 08 BLDG 3/CONST 09.24.04 I a 2 Exits Req'd 3 Provided for Exit Access 1 1—HR FIRE RATED WALL i i 1�■■i i i ♦ ' 2—HR FIRE RATED WALL 1 09 BLDG.4/CONST. 10.11.04 3—HR FIRE RATED WALL i f i i i i E 10 BIG.5/CONST. 10.25.04 0000-0A A FINAL CONST 01-03.05 6A/7A/W9A/10A/11 I FINAL CONST 01.03.05 i * NOTE: ALL RESIDENTIAL BUILDINGS AR , ASSUMED NOT TO EXIT THROUGH GARAGE. 16 ADDENDUM 5 05.16.05 ♦ � i 1 �E b 1 F E k Q m , Q 1 CV o CODE o ♦ REFERENCE PLAN 1 BUILDINGS 1 ---4 of ` GARAGE LEVEL j CODE REFERENCE PLAN L GARAGE LEVEL - BUILDINGS 1 - 4 ° , SCALE: 1/16" = 1'-0" Att N ' R10 u U a 2004 42140 ARCHITECTURE, INC. RESIDENTIAL – BLDG 8* Occupancy Type: R-3 �Q1E pf C©t�'�9 E. RAM L JOHN RESIDENTIAL – BLDG 7* Q V Occupancy Type: R--3 io Zo UNIT 1 i _ 0 BUILDING 8 l rY1 �•1 1�1 RESIDENTIAL -- BLDG 6* - - Occupancy Type: R-3 • 7� � '0 NU IT 2 9—1 ^ �a RESIDENTIAL – BLDG 5* 1 �1 • Occupancy Type: R-3 i r 7y �4 FEC-2 FIRE COMMAND BUILDING 7 -off CENTER KNOX BOX FOR FIRE DEPT. 7 U Z FEC-3 –3 ACCESS AT TUNNEL GARAGE 9 UNIT_4 1 ENTRY DOOR 000 WA o 0000 00P �F pR�� R�� ACCES • �pEP I ® BUILDING 6 \ I FEC-1 FE i T 6 C 3 Q 01 OWNEMDEVELOM PROP � 1�PG� iN� 7� 9 �� � 00 • VAM RESORTS I �N \ r ` \ � / • DEVELOPMENT 000 � COMPANY FEC--3 *100 1 , AVON,COLORADO N 7 a19 , - SHC-1/FE FDC WITH HORN & STROBE Axc»rrecr°Pa sn BUILDING 5 ® FEG-3 , ® (RE: FIRE PROTECTION ION WGS.) lei UNIT 8 �$F 1 000 Travel Distance=208' REQ'D EGRESS Arr�crunE FO o � (<400') //// Occupant Load: 70 Denw.Cak ado ;P,-o S Door Exit Width Prov d: 33 5" 1 ar Stair Width Req'd: N/A HART HB.O WERTON Width FEC-3 FEC-1 Stair Prov'd: N/A 000 1 1000 Travel Distance=303' SM L1114C A / 0000 (<400') AVON,LCOLO C dtA1)O LEC 4 mimpom M-E libiGnsllmm DX 000 100 AVON,COM"Mp mEmnam A 000 000 C ALPINE rNGRHMM VG,n%r_ ' vAa.,colDaAOCr i SHC–1> 00 PROJECT NUMBER: 20900.00 i ISSUE REVISION DATE 04 CONST DOC 040 ' PARKING TUNNEL ♦ FOR PERMWt 0723.04 ' 0100 Occupancy Type: S-2 05/06 CONSP DOC 08.13.04 Occupancy Load Factor: 200 SQ. FT./OCC. 07 BLDG.2/CONST= 09,0204 � 040 Total Sq. Footage: 42071 SQ. FT. 000 -RE 5 'T[ -REV.--°99.19.04 Occupant Load 210 OCC. FIRE SEPARATION RATINGS / i3EI. w--: - 08 BLDG.3/CONEY. 09.24.04 2 Exits Req'd (3 Provided for Exit Access 400 1--HR FIRE RATED WALL _i���i■r�Il�r�i� 09 BIDG.4/CONS£. 10.11.04 ' 2--HR FIRE RATED WALL �Ii�Ii>,���►�w�� 000, 3--HR FIRE RATED WALL 10 BLDG.5/CONST. 10.25.04 AL FINAL CONST 01.03.05 I 6A/7A/8A/9A/10A/11 FINAL CONST 01.03.05 '✓ * NOTE: ALL RESIDENTIAL BUILDINGS AREJ 16 ADDENDUM 5 05.16.05 ASSUMED NOT TO EXIT THROUGH GARAGE. � Ia - v 0 CODE F ko REFERENCE N PLAN BUILDINGS 5-8 I it GARAGE LEVEL F CODE REFERENCE PLAN GARAGE LEVEL --- BUILDINGS 5 — 8 i o , '` SCALE: 1/16" = 1'-0" AFII T m r�► r • • � �� • � rte.� po.�►�a do ,� � o •� �i�_ -� a ,rte • r f • • P� =�''�w \`,''� ♦ �'� � `�,�;� ! `'A Vii. � �\_�-� Fog i I / �' 1 -Ag-Al"a wlv-- ' 1 i PA sk fell op MW !• � • ' � r o��1�♦ . �- ,�, ��� � .\���.�ii�, t�z:� .• ,:moo �►• � 4 4 �, �1 � ♦ � 4i . �I� / Q 44 4. lam!' �,,•,•,•,♦>•,•,•, .Q, /�� 1-�/ �� a \'. ,' �► �l.. ♦ ;�•�,� Q,�. ,t 1� f y 2 , 6 w '� �tY� � `r`r`r`r`r`r♦r` `/`J`r♦� • f\` �� \/Iif/ ,� tf %i MOOR +� • ' '� � � ~�'.. i�� r -I`l♦%♦%♦I♦I♦I♦I♦%♦I♦I♦I♦I�%r/ � ��/�` � � � � ail� � ♦ �, � �♦r�r�r�,�r�i�i�,�,�,�,���,�,�����������r�r�rir�r. • ■ o RIO 1111119UM _ �, •r+� �w '� � gig llei � r • � , �� �� � �� �* ,, Qf� �� '��� � !`J`/`/♦,.,♦,� p ��� •�� :r. 1 : V U. jAkl ' ,�. �., , � �� �� � , � �� � � � �� ..rte .��r♦r♦rrrr�l+.rr.J.r � r ,,� � ,�� � � � G 1 , r �,�.� �:�Ir �I,��1 � .•. i : iiiiiiii ''' 111 ♦� �p • T � , � •� r �`�l ✓ ����� ��N�* -� / � I J I % I % I I J I I I I'I I I I I r / I I I,I-I. 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UPPER LEVEL II u CODE REFERENCE PLAN 0 UPPER LEVEL BUILDINGS 1 -- 4 =- V .(-- 3 SCALE: 1/1 B" = 1'--0" N • r � f © 2004 42140 ARCHITECTURE, INC. Ile ctf Co/ RESIDENTIAL — BLDG 8 Q' O h~ O G O R E CREEK occupancy Type: R-3 E. RA4�DAL. =j JOK 0 At r �� V]moo — ` _ ' W - V RESIDENTIAL_. -- BLDG 7 one O / Occupancy Type-e: R-3 �r � � BUILDING ® CC !d v4 � RESIDENTIAL — BLDG 6 -1 ° Occupancy Type: R-3 ® r 75 �'ap V r� RESIDENTIAL — BLDG 5 Occupancy Type: R-3 g- 9clJ', w 7 G ❑ 1 _ �07� BUILDING 7 IT \ -oh ` \ 'z ® -o o goo UNIT o top UNIT 5 _ a ^ BUILDING G NE � / � � � 7� +� o�vx>a�e/Da�srAr�e RoP�% ENE 4.0 5 � \ � \ -- >t VAIL RESORTS DEVELOPMENT 8 ` \ COMPANY � / 9`i'�G \ \ / l ✓��� AVON,COLORADO a> cr oFFMaoRD J BUILDING 5 / oomw.Cabral 7 l�N1T s HARJT HOWERTON o\ M AVON.COLORADO \ - 1flX31AMCALELBCM1CALEtX3RQMR \ ♦ NGIM C IN AVON. ' ` Avox,coLoRAno \ ,]NC. \ � i PROJECT NUMBER: 20900.00 \ o ISSUE REVISION DATE l 04 CONST DOC I l FOR PERMIT 07.23.04 \ ` l 05/06 CONST DOG 08.13.04 07 BLDG.2/CONST. 09.02.04 E EIRE SEPARATION RATINGS 08 BLDG.3/CONST. 09.24.04 _ 1--HR FIRE RATED WALL � I �� � �� � �■� i � 09 BLDG.4/CONST. 10.11.04 2—HR FIRE RATED WALL �■� � � � � � �� 10 BLDG.5/CONST. 10.25.04 I I FNACONT 010 .0 3—HR FIRE RATED WALL I 7A/8A 9 1 li FINAL CONST 01.03.05 .v Yom.; � 16 ADDENDUM 5 05.16.05 - q h _ -- u" S x - 4 Ca�S f$s`` " ^• z"t , - +E� ' t- s e�� ,���Eo• ,'i"•,` b�`1�a ' - _ y! � r{ •} r _ s - §.r gyp+ d.. -- -� 11 ��'--7' N Y r nll h3 EXISTINGY s 4� 4 ,f 5f 3 MAR R!OTTt i CODE MW PARKING t ,4 ' a ter= REFERENCE Ta PLAN - _ BUILDINGS 5--8 UPPER LEVEL N CODE REFERENCE PLAN UPPER LEVEL BUILDINGS 5 - 8 `__ R106 L C SCALE: 1/16" = V-0" N x u V m ' O " . A � � �� 100 ' 0.00 © 2004 4240 ARCHITECTURE, INC. t _ � "I) . . 00 .0-1 .01� \ it Coin - 00, � E. RANG - - f . . 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O - ' t 'g- - ..ate _. r-. .a.tx. _. � -�+: _ x -. -_,sa. _,-.,;: e,:�r': n:..w., -.:. .--- _ ._ �.v-,_- - --� .... --]- ,-._. «._., ti,+:. -•a':'-r- .4_._v-:._,,.'_ae:.zdi� 1. / ROOF LEVEL N CODE REFERENCE PLAN _ '; '. . t 7 ROOF LEVEL �- BUILDINGS 1 - 4 4.- I- I N 0 . u © 2004 42140 ARCHITECTURE, INC. / f ----- - RESIDENTIAL — BLDG 8 ��. °E Cp l ay GORE CREEK Occupancy Type: R-3 y�Q �o � E. RANDAL JOHNSo r P r f A G woo ff r - W — . �� � RESIDENTIAL — BLDG 7 � r Occupancy Type: R-3 low O dop r _ — 1 RESIDENTIAL — BLDG 6 — _ . w rQ Occupancy Type: R-3 —_ � ® .I•�� � �7� Q � �� � r RESIDENTIAL — BLDG 5 � Occupancy Type: R-3 $�1 TP 11 r W •� �- 7� dip b04 owl lop 1 1 � 1 OWNER/DEVELOPER r VAIL RESORTS i DEVELOPMENT COMPANY % , AVON,COLORADO f 100 f 1 ARCHITECT or RHCORn G ■ IVA ARa Denver,cobA do Gtr MASTER PLANNER & fl28IcN ARCHITECT e O� HART I HOWERTON 010 / N$W YORK,NHW YORK G ` I 1 MONROE&NEWELLENGDOMM INC AVON,C01ORAD0 ik 5 � 1 M-$maGINEERS.INC 7 CrVIL ENC2versRG vac. VA ,COLOM600 PROJECT NUMBER 2090000 a - � ISSUE REVISION DATE 04 CONST DOC / FOR PERMIT - 07.23.04 / / / 05/06 CONST DOC 08.13.04 07 BLDG 2 1CONST. D9.02.04 FIRE SEPARATION RATINGS 08 BLDG.3/CONST. 09.24..04 09 BLDG.4/CONST. 10.11.04 1—HR FARE RATED WALL � 2—MR FIRE RATED WALL 10 BLDG.5 CONST. 1025.04 3—HR FIRE RATED WALL A FINALCONST 01.03.05 _�4�, �•,�- -. 6A/7A/8A/9A/10A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 0516.05 NOTE: ALL BUILDING HEIGHTS ARE T BELOW 60 ABOVE GRADE PLANE (IBC Sect. 504.2) • �, c'S ,�+- '� � � ,. � - - ��-: a`� t. u' r F�� :�� ra 3 MY �.a� ' may. .,�.r�� . - A - �} � � � . ti. EXISTING v� MARRIOTT l[] t F ,x,`��A"' �a, '•� tc� �,�rx £-. 7s rt sy � a� mot~ �'i.� �� � S CODE - PARKING F ' ` y � - .' F t- �, .:a, STRUCTURES _ � 7 PLAN BUILDINGS 58 -- ROOF LEVEL CODE REFERENCE FLAN L ROOF LEVEL - BUILDINGS 5 - 8 = ¢"" R108 SCALE: 1/16' = V-0° N u u U u n 0 ' @ 2004 42140 ARCHITECTURE, INC. of col 00 ' E. RAND � JOHNS i� cysf0 � lop VIP " � V H wo Wpm • w , � x � �gpCK LIB ol r � IPIG ' J / I NO .rte 19 OWNER/DEVELOPER. 1 a VAIL RESORTS DEVELOPMENT COMPANY 1 1 AVON,coLOxnDo 1 a 6• ARCtnTal,-rorRtKaxD Dewar,comraao ,7• 3• MASrER rLArn+tM a< 3. DESIGN AROMUTHCr HART�HOWERTON NSlO�NEW C SMUCTURALIDIGINEER IAONRO8&NEWSII.ENGL ,DX AVO".COLORADO 11 +$'',� �SAiGQTBBR *Alll l ® AVON,COLORADO 1 , a clvQ.mwcn f 11 1 a. 1fl ALPMRNGII 8ffit NG,ING e i 4 VAJI,COLORADO 'd PROJECT NUMBER 20900.00 i ISSUE REVISION DATE 04 CON 5 5.2 FOR PERMiT . 07.23.04 2v 4 4.2 05/06 CONST DOC "' 8.13.04 r r' 2 F 07 BIDC.2/CON5T. 09.02.04 1.4 ® TUNNEL REV. 09.10.04 08 BLDG 3/CONST. 09.24.04 09 BIDE 4/CON5T. 10.11.04 10 BLDG 5/CONST. 10.25.04 ®FINAL CONST' 01.03.05 W7A/8A/9A/10A/11 FINAL.CONST 01.03.05 16 ADDENDUM 5 05.16.05 e b E a n h 0 SITE GRID kA ca REFERENT PLAN BUILDINGS 1 -4 a i y SITE GRID REFERENCE _ y E c: PLAN — BLDGS 1 THRU 4 sr O L SCALE: 1/16" = 1'-0" AMI N Rl I I a 4 Lip 2004 4240 ARCHITECTURE, INC. f3f col E E. RAND JOHNS gas _ �' - � ! - � 1 - w r oop Zo �p1NG 5- 1 i w 9 WA O — » - ;> z wa I~ � 1 ' OWNER/DEVMOPBR GA VAIL RESORTS � C 1 DEVELOPMENT COMPANY AVON,COLORADO AsctirrBCr or Rsc:oRD G 1 3t 1 Samar,CdoradD MASTER PLANNER DffiIGNARCIIP[F,Cf t� 1 1 1 HART I HOWERTON 9. 9 NOW ,NEW YORK r 1 nItUC MAL BNGDOM -`d 2B 29 1 MOLVRO n INC M11cwANICAt_EXE CA ENGINEM 11 E RNGgQM103�.DX sj. 9f'd 26 AVON.COLORADO 1 CtM ENKHNEER VA DWI II*OOL ORADO sS� 24 b• 6- PROJECT NUMBER 20900.00 i fi 3• �,J� 3• ISSUE REVISION DATE 04 CONST DOC 1 05/06 C 0 08. .04 2t 07 BLDG.2/CONST. 09.02.04 5 TUNNEL REV. 09.10.04 1 �r-a 20 08 BIDG.3/CONST. 0924.04 'rte+� g• 09 BLDG.4/CONST. 10.11.04 10 BLDG.5/CONST. 10.25.04 1� r- AFINALCONST 01. 1y to 6A 7 8 9 10 11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 s v F a M O1 M SITE GRID to REFERENCE PLAN 3 N BUILDINGS 5--8 SITE GRID REFERENCE N ' PLAN -- BLDGS 5 THRU 8 M SCALE: 1/16" = V-0" AMP N Rl 12 Y v N U Fi.Et PLAN GENERAL NOTE$ TOPPIN GENERAL NOTES Ea 6. CONCRETE RE ARCH WITH SHEATH MS PER STONE VENEER 02404 42140 ARCHITECTURE, INC. 2X6 EXTERIOR WALL 1 LIVE LOADS USED IN DES tGk STANDARD HOOK RE, PLAN RE, ARGH. YJttTH SHEATHINS PER PER ARCH SHEAR WALL SCHEDULE A. ROOF 80 PSF A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/I I PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS- FLOOR JOIST PROVIDE STANDARD B. TYPICAL FLOOR 40 PSF CONCRETE ITEM FCC MIX TYPE MAX WIC RATIO X AIR REQ. RE PLAN HOOK of RE: PLAN 2X6 'TREATED PLATE d WITH 112'oPXIO' C. EXTERIOR DECKS 100 PSf FOOTINGS 3000 psi STD -- - ANCHOR B01-T PER FOUNDATION %1kLLS 3000 psi STD -- - V 51iEAR WALL SCHEDULE 0, IMPORTANCE FACTORS -- - - -- _-_- • • •+ • ° - INTERIOR SLABS ON GRADE 3000 psi STD 0.50 CA EG GORY FACTOR IE 1'0 EXTERIOR CONCRETE (m•) 4500 psi STD 0.45 6%-8X �! Q 4 tl SNOW FACTOR IS 1.0 " [XXX'-XX" II IL • d • J + • ° �. WIND FACTOR IOU 1.0 •• MAXIMUM SLUMP SHALL NOT EXCEED 4 WZt=: PLAN �• •• a •+ 4 I D (2)-#5 CONTINUOUS r e.� 1 E WIND B, CONTRACTOR SHALL SAWCUT OR TROWEL(xlT JOINTS IN SLABS ON GRADE, JOINTS .• a - . . 3 SECOND GUST 100 MPH SHALL BE SPACED AT 15'-O" MAXIMUM AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH . . a' 4 _• I -1 � FASTEST MILE 80 MPH X 3/16" WIDE WITHIN 12 HOURS AFTER POURING.'CARRY ALL SLAB REINFORCEMENT (3)-N5 CONTINUOUS 4 - EXPOSLURE B JOINT." TOP AND BOTTOM _ 2X6 TREATED PLATE Z . • - `• t " a RE: ARCH FOR (XXX'-XX' a L4X4X3/8 WITH • ry WATERPROOFING F SNOW C. SLABS, TOPPING, FOOTINGS, BEAMS AND VALLS SHALL NOT HAVE JOINTS IN A WITH 1/2"P ANCHOR 4 • . • , ' 3/4"m EPDXY •_ HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF O BOLT AT 4'-O" - '° TYPICAL FOOTING ANCHOR AT 2'-O" GROUND SNOW LOAD Pq El0 PSF #5 AT I'$" X REINFORCEMENT FLAT ROOF SNOW LOAD Pf 100 PSF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE N • `• 4a' ••4 • • ' SNOW EXPOSURE FACTOR Cc 1.0 SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE THERMAL FACTOR Ct 7.0 ENGINEER. 6" #-� RE. PLAN "' - (?J-2XI2 LEDGER TOP OF HY (WALL SIDE TREATED) u D. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE .- STANDARD ( BARS TO MATCH L G. SEISMIC CRAWL5PACE Q WITH 3/4"m EXPANSION 2 I/4' CONCRETE L"' WITH AC1 BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE- USE 'e •• 3tl N510N LAP TYPICAL FOOTING ANCHOR AT I',6' TOPPING SITE CLASS D " BAGKFILL •J _ CATEGORY C STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF _ f11� REINFORCEMENT O SS 0_35 CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. V - a ° (3)STRONNv Mbd NAFLSITH 7. RE INFORCEIENT N - a:J sos Si 0.08 35 � TYPICAL STEPPED AT r-o•• RE: PLAN C) SDI 0.128 A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM FOOTING DETAIL #5 AT I'-t3" • ' BASIC SEISMIC FORCE RESISTING SYSTEM IS LIGHT FRAME SHEAR WILLS WITH A615, GRADE 60 EXCEPT TIES, ST IRRUPS AND PLATE ANCHORS Of ICH SHALL BE (3)-#5 CONTINUOFJ5 HORIZONTAL WOOD SRUCTURAL PANELS DEFORMED BARS, ASTM DESIGNATION A615. GRADE 40 OR ASTM A706 GRADE SD- r �� A 0 SEISMIC RESPONSE COEFFICIENTS CS SECTION ! #g AT 10" ' 1�/J 0 � #5 AT I �F RESPONSE MODIFICATION FACTOR 6.5 B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE TRAN5VER5E VERTICAL Feet AND ANALYSIS PROCEDURE USED SIMPLIFIED METHOD LAPPED ONE FULL MESH AT SIDE AND END SPLICES A WIRED TOGETHER. 3/4" = V-O' 3/4" = 1'-0' C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: � w 0 H. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. 1. CONCRETE POURED AGAINST EARTH 3" NOTE, FOR H 02A AND HOSA USE SIMPSON SST B20 ANCHOR ROD D IBC H6 2. CONCRETE POURED IN FORMIS (EXPOSED TO HEATHER OR EARTH) 2" REt ARGH FOR WATERFIZOOFINEx FOR HD6A. HDBA AND HDIOA USE SIMPSON raSTEi28 ANCHOR 3. COLUMNS AND BEAMS (TIE BARS) 1-1/2" ROD. FOR HDISA USE 1 1/4'0 X 2'-0' THREADED ROD WITH a Z 2. DEFERRED SUBMITTAL 4. SLABS AND MILLS (NOT EXPOSED TO WEATHER) 3/4' 2Xb TREATED PL ATE WITH 1/`F" X 4" X 4' PLATE WASHER AND NUT AT EMBEDDED END WITH • ' � ANCHOR BOLTS PER MINIMUM 1'-6" EMBEDMENT DEPTH. A D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH 1/2' ISOLATION JOINT - 4" 0 ..� A. DEFERRED SUBMITTALS PER SECTION 1063.4-1 SHALL BE SUBMITTED TO THE BUILDING SECTIONS 7.5. 7.6 AND 7.7 OF ACE 318, LATEST EDITION. SHEAR WALL SCHEDULE CONTRACTOR OPTION: IN LIEU OF SIMPSON 55TB Ah1GfIOR. USE #5 X �i AT 2'-O' IQ w OFFICIAL AND THE DESIGN PROFESSIONALS ANp REV kE1E0 PRIOR TO INSTALLATION. 1 1/2'- 2 1/4" CONCRETE 3/4' P HILTI H.A.S. ADHESIVE ANCHOR WITH MINIMUM 10" EMBEDMENT. B. DEFERRED SUBMITTALS ARE: E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR TOPPING RE: ARGH n PLAN 1■� x THR11 AUTHORIZED BY THE STRUCTURAL ENGINEER. LM SPLICES, WHERE PERMITTED, SHALL -BOLT IN STUDS T.O. GRAVJLSPAGE 1. PREFABRICATED ROOF TRUSSES BE A MINIMUM OF 48 BAR DIAMETERS FOR /6 BARS AND SMALLER AND SHALL BE A RE: PLAN PER H.D. MANUFACTURER 6' E AGKFILL V) MINIMUM OF 80 BAR DIAMETERS FOR 07 AND 08 REINFORCEMENT UNLESS NOTED T.O. SLAB u �,� OTHERWISE. MAKE ALL BARS CONTINUICUS MOUND CORNERS. WALL FRAMING AND XX'-XX" • C. ALL DEFERRED SUBMITTALS SHALL BEM THE STAMP AND SIGNATURE OF THE LICENSED i6 O PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. F. PLACE TWWD /5 (PER 8' THICKNESS) WITH 2'-0' PROJECTION AROUND ALL OPENINGS IN SLOPE `LAO PLYWOOD PER SHEAR ' 3. TESTING, INSPECTIONS AND OBSERVATIONS: CONCRETE WALLS, SLABS, AND BEAMS, ALSO PROVIDE TWIO 15 x 4'-0" DIAGONALLY AT WALL SGHEE EACH CORNER. 4 s' s : 4- I I 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 4 1/2" STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE FOLLOWS: TOP BARS AT M IOSPM. BOTTOM BARS OVER SUPPORTS. ao0'On'�'°°O"��'�40 ° 000 + O .4 CONSTRUCTION: SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED It INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS 'SPECIAL (4)-#5 CONTINUOUS INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL 8. STRUCTURAL STEEL BUILDING CODE. 4" SLAB ON ORADE Affim A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS wI.1-N 6Xb/W21 A.K.P. WHICH SHALL CONFORM TO ASTM 992, (50 KSU) AND EXCEPT PIPE COLUMNS WHICH B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS (RE: ARCH FOR COLOR SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. SHALL CONFORM TO ASTM A53 AND TUBE C(>tUlANIS TO ASTM A$00. GRADE B, LATEST ANp FIN15H REGAJIREMENT5) FLOOR J015T, RE• PLAN < RE. PLAN EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. 1, SOIL PREPARATION MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. •. [XXX-XX"] A RE: 2/51.01 FOR WALL REINF. 4 o. EARTMHMORI( EXCAVATION, PLACEMENT AND COMPACTION OF FILL B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT AND FOOTING INFORMATION T.O. WALL - SECTION (3)-2x STUI05 B owl r�Rln>v�arm CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED SIMPSON HD AAD IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE AT EACH END �T� TT WITH THE APPROVED REPORT. OTHERWISE. I OF SHEAR WALL 1/a• SCHEDULE 3/4 Y-O" V luJ_. SORTS 2. CONCRETE CONSTRUCTION C, STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE G T I O I �4 5 PER SHEAR WALL _ LATEST PROVISIONS OF AISC 'MANUAL OF STEEL CONSTRUCTION.* 3/4' = V-O" DEVELOPMENT a. PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT. D. EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER MP b. CONTINUOUS INSPECTION OF PLACEMENT OF SHEAR REINFORCEMENT. �O1Y�1 c. CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR A MSC MANUAL OF STEEL CONSTRUCT 10N (A�), TABLE t I -A AND/OR A MSC SIMPLE SHEAR STUD WALL WITH TO AND DURING PLACEMENT OF CONCRETE. CONNECTION MANUAL WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS RE- HOLD DOWN AVON,COLORADO d. PERIODIC VERIFICATION OF USE NC REQUIRED DESIGN MIX, INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT SHOWN, SELECT SHEATHING PER SHEAR RE: PLAN AND SCHEDULE WALL 5GHDULE nscNlri Krr oil xrnxn CONNECTION TO SUPPORT UCT THE TOTAL UNIFORM LOAD CAPACITY PER A NSC 2X6 EXTERIOR WALL 1 1/2"- 2 1/4" CONCRETE e. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO MANUAL OF STEEL CO15TRUCTIONI? FOR EACH GIVEN BEAM AND SPAN FOR NON-OOMP051TE TREATED PLATE WITH SHEATHING PER TOPPING RE, ARGH FABRICATE SPECIMANS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR MEMBERS. CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE, WITH 1/2"P ANGHOR 511,- 5 55TB ANCHOR SHEAR WALL 5GHEPULF- ,lei f. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE E, ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELD HNC SOCIETY BOLT PER SHEAR WALL OR SAE Ep ROD FLOOR 5HEAT•HINS FAF AND TECHNIQUES- CAST INTO FOUNDATION STONE VENEER STANDARD QUALIFICATIONS F ICAT IONS TESTS AS OUTLINED IN AWS-0 I.1. SCHEDULE E 3. STEEL CONSTRUCTION h1ALl- RE: ARCH. �i FLAN F. MINIMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16' CONTINUOUS a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION FILLET UNLESS NOTED OTHERWISE. � w' CONTRACTOR OPTION: IN LIEU (2)-#5 GOUT. Denrer, alorado EXCEPT THE FOLLOWING: G, FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT a 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN SLOTS IN CONNECTION MEMBER ONLY (Wfr-SECTIONS, ANGLES t}R SHEAR PLATES). OF SIMPSON G ACCORDANCE WITH SECTION 1704.3. INTO FOUNDATION WALL USE M[ns�Nxrlv`�iAt 3/4" ® HILTI ADHESIVE: ANCHOR [XXX'-XX" DMIGNASC1Lf11C1' b. THE SPEC UAL tNSPECTOR NEED NOT BE CINTINUOu%Y PRESENT H. STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER 1 WITH 10" MIN. EMBEDMENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE a HART I HOWI;RTON WIELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR VERIFIED PRIOR TO THE START OF KURK: PERIODIC INSPECTIONS ARE MADE OF KIRK IN PROGRESS; AND A VISUAL INSPECTION OF ALL W ELONGATION AND SHORTENING. WELDS ELONGATION NEW YOM�I[WYORK W I_ f IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP I. THE TERMINOLOGY CONTINUOUS` MEANS QUANTITY. PROVIDE THE NECESSARY JOINT FT WELDING. DETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS WITH 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1 2 EXPOSURE I PLYWOOD OR FLOOR JOIST RE: PLAN srrtncrL-.COLa:c ll+r�rx " 11 y 1`[UNRaIt A 1tiNs11V�,1.1'NCiLV!]i115,1.VC ARCHITECTURAL CONTROL AND EXPANSION JOINTS. / 2X4 TREATED FLAT BLOGKI :�vor~•La�O 2. WELDING OF STAIRS AND RAILING SYSTEMS. 05B SHEATHING NAILED WITH 8d MAILS AT 6' ON CENTER ALONG PANEL 3 1/2' I 4 1/2" " c. VERIFY WELD FILLER MATERIALS CONFORM TO AVE SPECIFICATIONS AND J, PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON MASONRY UNLESS OTHERWISE EDGES AND 12' ON CENTER AT INTFRMEDIAT'E SUPPORTS UNLESS NOTED OTHERWISE AT 2-D WNIFACTURER?S CERTIFICATE OF COMPLIANCE 15 REQUIRED. NOS ON SHHEAR WIND SCHEDULE. ALL PANEL EDGES SHALL BE BLOCKED. d. PER I�IC INSPECT NOR Of THE STEEL FRAME TO YER IFY COMPLIANCE WITH - wh�ctir-� - �- -c.Tt4 •• • M L•'LA�GlKIER&LAIC FLOOR JOISTS RUN Avou,cacc�no fi. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICUL..AR TO THE DETAILS SHOWN ON THE APPROVED CONSTRUCT ION DOCUMENTS.SUCH K. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. SECTION A-A N FOUNDATION WALL crvn.�1NM AS BRACING, STIFFENING. MEMBER LOCATIONS AND PROPER APPL ICAT ION OF STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCL IPS, TONGUE AND AT SIMILAR A PINhENGINESULNG,INC. JOINT DETAILS AT EACH CONNECTION. LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS AND DECKS ARE IN PLACE 3/4" & EP WITH vrur,cnr,nrcAno SECTION ANO m EPDXY 4 2X6 TREATED PLATE SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND H. PREFABRICATED WOOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS- ANCHOR AT 2'-O' g• WITH I/2" � ANCHOR f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS. NUTS MID WIASHERS FOR L. STEEL FMP ICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP SHALL BE LP 1-JO 1ST AS MANUFACTURED BY LOUS IMA PAC I F IC CORPORAT ION. Z _ 13OLT PER SHEAR WALL CONFORMANCE TO ASTM STANDARDS SPECIFIED F TED L THE APPROVED DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS ALTERNATES SHALL BE REV IEWEO BY THE ENGINEER. TO BE CONSIDERED, 3/4' = V-O" � " O r1r1 5 EC&LE VERTICAL PROJECT NUMBER 6285 CONSTRUCT HON O ASTEN T AND DS SPECIFIED I CERT I F KATE OF TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION _ 05 AT 1 -6 X± L ,` AND HORIZONTAL COMPLIANCE. AND BRIDGING TO BE AS REQUIREDFBY THE J ISTTHI�FACTURER.WEB BLOCKING ry 6" g. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH 9• NON-5HR INK GROUT 1 I/2' CONCRETE 0 13/4' X 12" LVL RIM TOPP'N6 '� (xxx'-xx) • RE: PLAN 1SSl:h REVISION DATE STRENGTH BOLTS. A. NW-SHRINK GROUT SHALL BE PROVIDED: I. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS BOARD AT DECKS 1. 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 TOP 11 TTNAT.CONST- 01.03.05 1. WHILE THE WORK 1S 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' STONE A1%V 6ROUT GRAWL5PAGE DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WYISHERS AND RE: PLAN BAGKIFLL PLAN REVIEW SUPPORTS- RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR OVER I I/2" CONCRETE Q CORArs(:TlON5 (1`4.0'7.05 PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH 5 1/4- WIDE MEMBERS. ON 3/4" T4& • STANDARDS ARE MET. FOR JOINTS REQUIRED TO BE TIGHTENED ONLY OF $000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. PLYWOOD DECK TO THE SNUG-TIGHT CONDITION, THE SPECIAL INSPECTOR NEED ONLY J. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS SLOPE PLYv4OO7 _ •' •. I 1 ADDENDUM 5 05-16.05 VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER 10 WOOD REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS SHALL I/4"/FT. • AND PROPERLY SNUGGED. INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. PROVIDE :-:,.-.,. -: :•.:_ :. :,:_.�• ': - (2)-#5 GOUT. 4. FOUNDATIONS A. ALL FRAMING AD TRUSS LUMBER SHALL BE DRY DOUGLAS FIR. LARCH. GRADED BY BRIDGING AND BLOCKING PER MANUFACTURER'S RECOMMENDATIONS UNLESS WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING OTHERWISE NOTED. PROVIDE CONSTRUCTION BRACING AS REQUIRED ERECTION NOTE: A. MAXIMUM SOIL DESIGN PRESSURE 4000 PSF CODE AS FOLLOWS: CENTER WALL STUDS UNDER CENTER OF TRUSS LOCATIONS- RE. PLAN B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 02-057 2' THICK - 4' TO 6" WIDE (HALL STUD ONLY) STUD Fb = 70D PSI 11. NON-STRUCTURAL ELEMENTS ENGINEERS DATED JULY 8, 2004. 2" TO CK THICK - 6' AND WIDER NO. 2 Fb = 900 PSI BY KOECHLEIN CONSULTING 5' THICK - 5' AND WIDER N0. 1 Fb = 1350 PSI A. ELEMENTS Sll[:IH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR 5EC � � O� C. ALL FOOTING BEARING ELEVATIONS sHHDtMN ARE AssuMEO. EXACT BEARING NOTED ALLOABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND FLOOR JOIST ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS 8Y ALLOWABLE STRESS INCREASES. OTHER STRUCTURAL MOVEMENTS. DECK JOIST RE: PLAN 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" I'-D" SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLED IPPEO OR BETTER). ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE 2X4 BEVELED AJ 2ISTO BLOGKIN6 ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED SLEEPERS 0. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. UNRESTRAINED UNLESS NOTED OTHERWISE. AT V-4" SIMP50M A35 CLIP PROPERLY COMPACTED %"FILL. APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D. PROVIDE METAL CROSS BRIDGING NOT OVER 8" ON CENTER FOR ALL 2X WOOD JOISTS. 12. GENERAL 5IMP50N U HANGER PER SHEAR WALL COLUMN AND AD WITH M+6d COMMON SCHEDULE D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS NAILS TO LEDMSER 2X6 EXTERIOR WALL ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL IS REQUIRED. A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS, AND RIM WITH SHEATHINGS PER RE, REPORT FOR DESCRIPTION OF BEARING SOIL)• STEEL COLUMN PLAN + G 2X12 LEER WITH SHEAR WALL SCHEDULE E. CONTRACTOR SMALL BACKFTLL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 E. FASTEN ALL WOOD MEMBERS WITH CK84gN NAILS ACCORDING TO THE IBC SCHEDULE B. VERIFY ALL OPENINGS THROUGH FLOORS. ROOF AND WALLS WITH MECHANICAL AND WITH 3/4" X 10" X !O" BASE 1 1 TABLE 2304-9.1 UNLESS NOTED OTHERWISE. ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS. SIZES, LINTELS AND PLATE WITH (4)-1/2' 47 X 10" F INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER (O 1 5 NAILS AT MS" ��4 REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPON5113HL TTY. ANCHOR BOLT AND MINIMUM G , I �. TO 13/4" LVL RIM BOARD I I •• TO SOILS REPORT FOR BM3KFILL MATERIAL. F. LAMINATED BEAMS I" SHIM AND NON-SHRINK 3ROL1T •. 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 C. PRIOR TO INSTALLATION OF MECHANICAL MO ELECTRICAL EQUIPMENT OR OTHER F. ND BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WICLIB. ALL SIZES 5HTOWNI ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONVECTIONS �I LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. ARE NET AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON I O I �I 1 1 do V CONCRETE SLABS SHALL BE PROPERLY CURED. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC.. REQUIRED FOR INSTALLATION OF 3/4" ° I'-O" G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS [B GRID LINES STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. HIS ITEMS. It It UNLESS NOTED OTHERWISE ON PLANS. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8. D.F. FOR CONTINUOUS • H, CONTRACTOR TO PRONIOE, AT 14 IS EXPENSE. FtELO DENSITY TESTS ON COMPACTED MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY MECHANICAL. ELECTRICAL ARID STRUCTURAL DRAWINGS. MtSCELLANEOUS EMBEDDED 1" I I �few BL'TLDING#8 RE: PLAN FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED I I STAMPED ON EACH MEMBER. GT TOP OF I 1 1 NT?RAr.NOtI"I�S&DTiTArrS 1. NOTIFY SOILS ENGINEER MEN EXCAVATION IS COMPLETED SO THAT COW ITIONS MAY BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36.G. PA FOOTING 1 BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. G P. 0 DECK AND/OR ORIENTED STRAND BOARD.. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED To EARTH. ° BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD 5. SLAB ON GRADE ASSOCIATION. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL '^ A. THE PREPARATION OF THE SUBMADE FOR THE SLAB ON GRADE SHALL BE IN STRICT 2• EACH PANEL SHALL BE iDENT 1 F TED WITH THE GRADE-TRADEMARK OF THE STEEL. THE MWUFACTUR ING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW . • • ' ' .. '° e • AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF OF SWOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. s I . O ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE Q i W 4 •• •• CC CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS `° ' ' REQUIREMENTS TO THE GfOTECHN ICAL ENGINEER. WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE G. WNITERPROOF ING, VAPOR BARRIERS, WN4TERSTO', ETC., SHALL BE AS SHOWN ON THE M11 J • s WEATHER SHALL BE OF THE EXTERIOR TYPE. ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. 0 ° 3. FOR FLOORING USE 3/4' T81G STUDD-I-FLOOR SHEATHING GLUED AND NAILED B. MOVEMENT OF THE SLAB ION GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED WITH HOD 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 � RE: PLAN ,r TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION INTERMEDIATE SUPPORTS. WNULLS AS SPECIFIED in SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. N DETAILS FOUR PARTITION WALLS. BASEBOARDS, PIPING AND OTHER ITEMS MAY BE 4, FOR ROOF USE $/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING MAILED REINFORCEM NT REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE WITH 10D NAILS AT 4' ON CENTER ALONG PANEL EDGES AND AT 12" ALONG I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH RE. PLAN g THE SLAB ON GRADE AND OTHER PORTIONS OFF THE SUPERSTRUCTURE. INTERMEDIATE SUPPORTS. ARCHITECTURAL DRAWINGS,ul 's &ECTION 3/4" = 1'-O' X400 --- 1 2 3 4 -16'-5 t/2' ® M4 42f 40 ARCHITECTURE, INC. 3'-5" 1 10'-15/8" 4'_4" ' 40'-81/8' ' 4'-4 I/4' 10'-1 5/8' 13'-3" t4---v^■ I 1 1 I I � . 'WW-101" X 51-1011 X IQ" 6 I 10'-8 I/2 I FOOTINGS WITH (4)-05 LONkSITUDINAL AND I 3'-q' x 3' ' X 10" 2'111" (6)-05 E NSVERS 1 FOOTING p MTN (4)-45 I _ B (Tr ) I -------.- _ I x l I I ...--•----------------------------------------•---------- 6 - ry I . ---.....--------------- RE: 51.82 FOR SHEAR - _ - WALL SC34EDULE I I - ❑ - I I 1 I �, (,I6• -I6�2-� 1 - - - - -1- - - - - - U f 4- I I ry o WITH 6X6 W2.1 X W2.1 r ' W.W.F. RE. ARCH. FOR _i6•�) 1 F w h I -Ir-6- LLJOOD FRAMING NOTES-- '` I wIT1'a�6�X6 ,! x �1 r I I � N '" NTS ] -!1•-11 1/.�' I I W.H.F. RE: ARCH. FOR , p I TOP OF L 1. ALL WOOD FRAMINS JOISTS SHALL BE LPI/52 TYPE JOISTS AS I COLOR REQUIRE NTS - - - - - - - - - - - - - - I - - - - - - - - - - - - - I - - - - - - - - - - - - - - - � O MAI�RJFAG'IURED BY LOUISIANA PACIFIC CORPipRAT10N. ALTERNATES AND FINISH - SHALL HAVE EGIUAL OR GREATER CAPACITY AND SHALL BE r^ so REVIEWED BY THE ENGINEER OF RECORD. -11'-II 1/2" / \ "I'-8 I/2' I'- 3 V c0 If I 71e- 2. 'L.V,L.' INDICATES LAMINATED VENEER LUMBER BEAMS AS MANIFACTURED BY 1 TOP � // - - - - (-�' ") w - r - - - - - - - - - T T - - - -- - �� ■) - - `\ FRAME COLUMN F �1 LOUISIANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR WALL STEP / I I T.S. 14744X1/2 I I ` \ T.S. 14X4XI/2 - w O SREATER GAPAGITY AS LISTED IN THE STRUCTURAL CDENERAL // // I I �'a' I I HI F0071N6 CONTINUES \\ \\ ' STEP pj 1 - - - - 1 NOTES. [-12'-.2 I -f - - - / T.S. I4X4XIL1 ■ { TO LOVER LOW FOOTING I - -[-L2. -I/4'] - - 1n r 1 I U 3. ■ INDICATES COLUMN DOWN ONLY- Pf1LTIPLE ZX FRAMINS NOTED _ / _ _ _ - _ _ - I 010 { U [- - - - T - - - ON PLANS. D e I T ^ r-3) / HIGH FOOT NO CON INUES WAIT �.4. ■ INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON - - - - - -- I I I h -O- STEP ry - - T. - - - -CONCRETE WALL OR FOOTING BELOK OR IT 1 -(_Ib�� r I TO L R LOW TINS 0 1 _5 LABELED UP ONLY. I J '-O' • ■ I r TS. 141G4XI/1 _ L- .�I I COLUMIN I�•-��1I 5. c > INDICATES TOP OF BEAM ELEVATION OR PLATE HE14 HT ELEVATION. - / TOP OF I 1 \ \�• ' -1 7 b. INDICATES TOP OF STRUCTURAL FLOOR SHEATHINS L PLYWOOD \ In [-1 �TI I r I : Z, ELEVATION. /♦ � I �f � �7 �_ `�I I i I I to '"I I 12 I W 'I, HEADERS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. ALL / ! I I =�H 0 i r I 1-•-1 FADERS SHALL BE BUILT OUT TO 5 1/2- C3 1/2-) WIDTH BY I I I I �i �t ry �'-I I I 1,2 ADDING PLYWOOD SPACERS AS REWIRED 1 � � * lZ � I 12' LPI/32 13- LPI/32 {,y h C{ I I LZ' LPI/32 -• ^ 8. ALL COLUMNS SHALL BE C5)--2X& UNLESS NOTED OTHERWISE. �_ ry O I `: I AT i'-4` 1 I AT 1'-4' I � '' i f?a-I2' LPI/32 I I AT 1'-4" = 1 1 0 V I 1 AT 1'-4" q. WOOD COLUNN�5 SHALL BE CONTINUOUS FROM FLOOR r I TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO 1 -.I 13'-8 I/4' ..1 { I 1 NOTED COLUMN SIZES AS REQUIRED. - I I _ it it 10. ® INDICATES INTERIOR BEARINS WALLS. FLOOR JOISTS I ` ` ' WALL STEP 1 41 IZ" LVL IN-LI I 1 1 1 t I I i BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. \ I I WITH SHEAR L I i f 1 STEP BOTTOM / _. . .. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED MIME 2Xb \ \\ I I HDIS I I I I `1 I OF FOOTINeS // / r t- STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL \ \ 1 6X6 COL. TS I� 1 1 T i '' I I I / / '� L INFORMATION. EXTERIOR STUDS GAN BE SPACED 2'-0 FOR \ STEP BOTTOM 1111 i r / OWNER/DEVEL(?PER i11 \ I 3 8 13'-6 !3'-10 3/4" _ _ I3 3/4 4'-q- I 3'-O' E- TINSr 1 Is! WALLS SHORTER THAN 10'-0'. STUDS SHALL BE SPACED 1'-4" \ I OF FOOTING WITH )- OP AND FOR WALL SHORTER THAN 14'-0' AND TALLER THAN 10'-0-. _ \ - - - - - - -J - I STEP BOTTOM Imo' - - - J I Op 1 / VAIL RESORTS 12. ALL BEAM/BEAM AND BEAM/GOI"UMN CONNECTIONS SHALL BE - �' - - - I T MADE W1Ti•I 51MP50N STEEL PLATE CONNECTORS UNLESS NOTED I - - 1- OF FOOTING I - � _ _1 � C��15 LEVELO�NT OTHERWISE. - - t- - - -- - - - - - - L - I `ry- - - - - - - - - - 13. REm ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF - (W-•4w) - -- , i - - - - - �. - - --- `ROU61� OPENINGS IN WOOD STUD WALLS. SIMPSON ON GOLD. ' ~STEP 1 Q3 �, { �r ��I HDI4 P '� HDSA 1= 3■ • DEEP FOOTING OFF I T I I tP BOTTOM 6X6 C.OL. `-�" ,� �' AvoN,COLORADO 14. `RE. ItRGF11TEG1TlRAL DRAWINGS FOR HANDRAIL AND STAIR w is WITH (3J- '$ TOP AND I ■ I ry �' �ry I €FOOTING { FOOTING 1 ,p �OFRE�Ao FRAMING DETAILS. ROOTINEr 1 BOTTOM I J 1 SI 0.; �, I J -41-6' K -41-6" x I �- - I '.TS 4X4XI/-4 ■ 1 STEP STEP i I HDSA ...,^ X I I FOOTING WITH (5)- 5 I I'' Jw €COLUMN , I ib I g EACH WAY i- ICA 15. ALL EXTERIOR WALLS SHALL HAVE CONTIMJIOl1r STUDS FROM .v I; 1 1 _ , I 1 S I I - -- ' ' I I ,'I Il•4" 1 , FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDINS RAKE WALLS). , 1 = Ii " - STEP BOTTOM G :I a OF FOOTINS 4z ARCH I gel TOP or- It I PLYWOOD - - 3 f i � ate►,Colorado �- -•-L- _ I I I ,p i - t _ 111 - Y•• - ---•---1I} ------- MASTER PLANNER y 1 I I. DATUM ELEVATION 0`-•O" EGIUALS U555 ELEVATION 8121'-3- FT. p I BELOW SHEAR WALL ABOVE,1 �I n I '�I I � i T L � � I 1 � nESlcnl & cr 1 ARQffCE _ I I m [4'-b" X 4'-6' X 1'2' 1 'f 2. [XXX-X-] INDICATES TOP OF FOUNDATION WALL ELEVATION. 1 H I -�D IMP�aON HU it I t n i _ - C I 51 4' 5 1/4' r-OOTIN6 w1TH W-05 HART IHOWERTON - -- -- - R ,� _ 1 3. (XXX'-X") INDICATES TOP OF FOOTING ELEVATION. � r. WALL I� ;. �,1 1 •• � AGH END I , � 1 ...-----------.-.---`� 1 EACH WAY I � NEwYa�.NEwYORx ■ aa t I X X HAIJSER 4. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS Q STEP ,� f - L 1 e I 1 ----------- REPORT, 1 Lr ;•• '�^-____�_.• - <_ > AT 1' ®i I WNRCE WWII. NGINEERS,INC a n L:.:1 4'�/" 4'-!- I I , r !:I AVON CDWRA00 5. C.ONTRAGTOR SHALL PLACE C3)-05 VERTICALLY FULL HEIGI"T OF I i 1 2X10 AT I'-4 { I WALL AT HIGH SIDE OF ALL WALL STEPS 14164HER THAN 4'-0" IN h I I I ry NECHANICAL ELECTRICAL ENGINEER ' I 3',6`x3•-6-X6 DEEP I , M-E ENGINEERS,INC Aj?DITION TO WALL REINFORCEMENT SHOWN OTHERWISE. i I r _ i 111 i I 12' LP -13'-0 I/2" I CONCRETE P 1 -Ib'�' WALL I 1 i ' AVON OC)IARADO 6. ALL FOOTINGS IN CRAWLSPAGE5 SHALL BE BACK FILLED WITH "rl- i` _ I AT 1'�1" r�-----1_ 1 _ ^ WITH 1 Q COMPACTED STRUCTURAL FILL TO THE TOP OF THE FOOTING TOP OF i I FOR MEG Y1 I TOP OF STEP I ii [\ MI MUM. UNLESS 1V07ED OTHERWISE ON PLANS OR SHOWN ON 1 { FOOTING 1 i ING - _ �-Y D I I 1 CSRAHLSPAGE 'A I 1�1 NE EW-F EER1N i I { f SECTIONS. q STEP I I or- SPACE S 1 !?a-q 1/2" LVL WALL ..i 1 BAGKFILL ry 1 II _� ALA Nc -1. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF 8 1? I 1 ' S/8') { xn>~ X' PLYWOOD FLOOR SHEATHING. _ - FILL - f 1 I i 1 10 PROJECT NUMBER: 6285 - v V.JnT 8. FOOTINfi ELEVATIONS SFIOWV ARE MAXIMJNfr AND MAY NEED TO ISSUE REVISION DATE BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANGES WITH STRUGTURI►L ENISINEER. B - - - - _ _ - _ _ _ SAP 112' PI I'_4' I I1 ill { q. PLACE SLAB ON RSRADE ON STRUCTURAL COMPACTED FILL OR 11 FINAi.00NST. 01.03.05 NATURAL GRADE AS OUTLINED IN SOILS REPORT. OPENING F 1 T 1 I :I i I DUMB WAI R SHAFT L`RAWLSPAGE I J I PLAN REVIEW 10. UNLESS OTHERWISE NOTED - ALL SLAB ON 6RADE�' ARE 4- THICK I f -13'-4" ACCESS OPENINIS� . FOOTING 1 I f C�ORRECTI0M 04.07.05 WITH 6X6 W2.1 X W2.1 WELDED WIRE FABRIC. I t STEP �- LPI I i 0 I i 12" !-PIl32 TOP OF 5L AT GARAGE �,-bw X 2'-6'] I li i b 1 , T 1•..q- WALL A ADDENDUM 5 Q516.0�5 II. PROVIDE CONTROL JOINTS OR CONSTRiJGTION JOINTS AS SHOWY I 1 AT 1'-4' , " I _ EL _ _ _ _ _ A.7 ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT 3-0 X3'-0 CONCRETE _ EXCEED 2?5 FTC 0 ' I PIER T.O. PIER ■ [-13'-5 - - ''- i _ (REINFORCE PER 6/�.�4•,11 - --• •--• - - - J <- STEP 13. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS , f GRAWLSPAGE i h WITH ARCHITECTURAL DRAWINGS. -- - _ - - - A.3 13. CENTER FOOTINGS UNDER WALLS AND GOLUI'•IN5 UNLESS A - � - t - .`. �---j 2X10 . DIMENSIONED OTHERWISE ON FOUNDATION PLAN. -- E , i LE WITH I 4 _ ---------- ---- € W. REFER TO ARCHITECTURAL DRAM! FOR STAIR FRAMING DETAILS ' AND LANDINS SLAB ELEVATIONS. WALL i 9 I i ANG AT !'-6 8 t STEP 15. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER ARCHITECTURAL LANDSCAPE PLANS DETAILS AND ELEVATIONS. 517E WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS ; NOTED OTHERWISE. I € Ib. INDICATES CONCRETE WALL AND FOOTINbr CONSTRUCTED UNDER -i I ; SEPAeRATE PERMIT. I ` IF ..-------- ----�- !'T.<X INDICATES SHEAR WALL. REv SCHEDULE FOR ANCHOR BOLT SPACING I I SPACES AND HOLD-DOMS CD ! I 1 N Q (5) Crawl Spaces: Crawl spaces accessible through an opening I ---- - , not greater than twelve (12) l square feet in area, with five feet (5') or less of ceiling height, as UNIT 2 I 1r ___- .■----- -_-__-- 1 - UNIT 1 measured from the surface of ' BUILDING#S g . the earth to the underside of I 13'-4- '--I I/2- 12'-4 1/2' !4'-3 1/2' jj %+ J GARAGE LEVELFRAN9NG 01 structural floor members of the ; V Arro>aoviwA�orvrLAly 1:0 floor/ceiling assembly above. �5'-n" 14•_1 1/2" 26'-7- ; E 5 .Bo CU 1 2 3 4 CU m 0 � s 5UILD INN #8 GARAGE LEVEL FfRAt""01ING AND FOUNDATION FLAN, 2 3 4 2004 42140 ARCHITECTURE, INC_ G LUMN AND PIER � COLUMN AND PIER I COLUMN AND PIER 131-3 3/6" 14'-0' --------- L 4fl —4- COLUMN 6 &X& X& COLUMN COLUMN &X14 77 c7X& 7. &X14 GOLU I N i 04 bXb (W-2XI2 ck 2XI2 COLUMN T5 14X4XI/2 u AT V-4" AT I'-D" FRAME GOLU 10 O (2)_2X12 jy--T!E� 14X4 1/ 6 AT 11--4- COLUMN to 2X12 -1'-& 1/2' -4' AT V 4.6 lik -0'-2 1/2- 1 i.6�' - win_1011i i6i im CCPLUMN Top OF m _c1m6__ -f2 1/4" -0. O>- 2XI -q 1/2" L.V.L. OX4XI12 AT V- PL)04000 m It 3 5/4"> ToPI or- UP PLYt4OC D 0 UP ONLY <\ T9114X4 FRAME GOLUMN WWII LUMN ONLY COLUMN(2)-12* LPI/32 (5)-2x& 0 AT 1'-4" DOWN (2)-12' LPIA52 D - — - — - — - 12" PI/32 AT V-4" 1(03) q 112' L.V. 1/4' 5TEEL I I _ I UJ R-AMING NQTES: 1 6X14 0012 F LpEo SADDLE -SIMPSON I. ALL HOOD FRAMING JOISTS SHALL 80 LPY32 TYPE JOISTS AS TO BEAM WEB COLUMN (5)-2X& FNSAJS 410 MANUFAc,TUf;ZEp SY LOUI!51ANA PACIFIC, CORPORATION. ALTERNATES j I UP ONLY ft)UP T t__ T_ ____­_ COL HANSER. Mp)-2X& SHALL HAVE EQUAL OR GREATER CAPACITY AND 514ALL BE W-112- L.V.L. ONLY COLUMN eACA4 END REVIEPCO BY THE ENGINEER OF RECORD_ W-12- L.V.L. 12' LPI/32 J U Z 2. "L-V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY AT 1'-0" > LOuiSiAmA PACIFIC, CORPORATION. ALTERNATES 5HALL HAVE THE SAME OF. 12" LPI/32 GREATER CAPACITY AS L15TED IN THE STRUCTURAL GENERAL (2)-2X12 0 NOTES. AT 1'-4- 7 AT 1'-0' 12" LPI 2 2 12" LPI/32 AT V-4" M4 - MULTIPLE 2X FRAMINS NOTED 5. [3 INDICATES COLUMN 00kiN ONLY ON PLANS AT 1'-4' ' LPI/52 PROVIDE �—PROVIDE AT 2'-0 CPENINr=p FOR FLUE OPENING FOR FLUE INDICATES COLUMN UP AND DOWN UNLE55 IT BEARS ON (4)-112' L.V.L. LOW (RE, ARCH. FO�ZSI E) i BELOW (RE_- ARCH. FOR SIZE)4. 1 j CONCRETE WALL OR FOOTING BELOW OR IT 15 LABELED UP ONLY. L te-7 C f (4)-12" L-V.L� 5. < > INDICATES TOP OF BEAM ELEVATION OR PL-ATE HEI6HT ELEVATION. 0 1 SIMP�N =EL SADDLE li 6 INDICATES TOP OF STRUCTURAL FLOOR Si-111EATHINS HeV5 410 WELDS�O TO BEAM WEB (5)-2X& OX14 ELEVATION. (2)-12' LPI/52 HANGER UP COLUMN TOP OF -2X& ALL AT 1'-4" EACH END ONL` (5) PLYHOOP Z. HEADERS SHALL BE M-2X& UNLESS NOTED OTHERWISE. 2X4 AT 1'-4 CAMUMIN COLUMN HEADERS SHALL 13E BUILT OUT TO 5 1/2" (3 1/2") WIDTH BY 0--0- BEARINS PiALL A ADDING PLYWOOD SPACERS AS REQUIRED. LANDIN513ELOW W-2XI5 (2) 51 M51-72 z TOP OF COLUMN G_(2)-12 �Pllg2 > 5 (WRAP 0WNFWDFMj0PFR 8. ALL COLUMNS SMALL BE I.3)-2X6 UNLESS NOTED OTHERWISE. RE; ARCH. f AT I*-- IMF=_9D% 6xb SHEAR WALL PLYV4000 4 LVL EW_Aj A5 J RE. ARCH. FOR HU HA TO 06, ABOVE) COLUMN q. P4000 COLUMNS SHALL BE CONTINUOUS FROM FLOOR ABOVE UP ELEVATION VAIL RESORTS TO FLOOR OR FLOOR TO ROOF. TRIMMERS 544ALL BE ADDED TO LANDING ONLY (WA2" L.V.L. A:)ILUMN SIZES AS RE451UIREV. W (3)- 12 L DEVELOPMENT NOTED C (3)-12" LVIL. ELEVATION amw - - _t 10. 111�10`11GATES INTERIOR BEARING WALLS. FLOOR JOISTS AM-t!--4 Q c COMPANY J , 1 : 12- L 12" LPI/32 ll. ALL EXTERIOR WALLS 50ALL BE CONSTRUCTED MIN& 2X6 A N T V AT 1'-4 AVON,COLORADO UP ONLY FOR ADDITIONAL (2) 15IMPSON MST-1 2X4 AT V-4 5TUDS. REFER TO EXTERIOR WALL DETAILS F I ! ARCHITRA'OP KWA)RD T5 4X4XI14 INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0" FOR MARIN& LOCATIONS SHALL LINE UP WM-1 STUDS BELOW. ;2 STRAPS (WRAP (2) C71MPSON M5T72 BEARING (2)-2XIo (1 1/4" 5 L SADDLE AT V-4" -UP ONLY STRAPS &%IRAP LANPING5 E35E CX>LUMN WALLS SHORTER THAN 10'-0". STUDS SHALL BE SPACED P-4' AROUND LVL BEAM 11-4ELDEP ONLY FOR WALL SHORTER THAN 14*-0" AND TALLER THAN 10'-0". up -2X­444�-.. -1 ONLT FA AROUND LVL BE up T5 4X4> /4 12. ALL fW_Ad1110EAM AND EIEW-VC.OLUMN C4>NNEr_TIOt#S SHALL EW TO STUDS ABOVE) 12" LPI/3 V-3)-2XIO 11 TO STUDS ABOVE) AT 1'-4 1 COLUMN To WEB 3 MADE "TH SIM11`7SON, STEEL PLATE. CONNECTORS UNLESS NOTED OTHERWISE. h , -4 ARGOTBCTUIIE 13, RE, ARCHITECTURAL PRA"ISISS FOR LOCATION AND SIZE OF N Denver.Colorado FZCXkr*i OPENINC26 IN "XX�P STUD HALLS. W RE, Afw_mITEC.TURAI_ DRAP41110 FOR HANDRAIL AND STAIR A 12" LIPI/32 AIASTURPLANNIM FRAMING DETAILS. & AT 1'-4" OPEN 130AGN Aitctffmcr CONTINUOUS STUDS FROM 15. ALL EXTERIOR WALLS 5FIALL HAVE FLOOR OR FLOOR. TO ROOF ANCLUVINS RAKE MALLS). UP FLOOR To r HART I HOWERTON _2X6 16, INDICATES 56 AR P,4^LL PER SCHEDULE. A NNW YOM NEW YORK COLUMN ONLY )-I 2- LVL� 12" LPI/32 16- STRUCTUMM.IWGINFER AT 1'-4" iv ------ HU HANGER IA0Nft3E&kIWELLL�W.L%IWM mc AVON,COUNUiDD MECNAN IC Af.0-FC TR IC M-ONGWFEM SIMPSON HU (;V-1.2" L UP VIL _j HANGER AVON,COLLALADO q 00 14Y ONLY 0)-2X4 z LOP COLUMN 150PSON (2)-12" LVL t I F CrVu.T-11c.pim ALPINE LNGINUM- NG.WC ONL 12- LPI/52 I i 1 VAU,COMSAW AT 1'-4" 2 LPIA-32 UP T 1'-4" LPI/32 12l 12' LPi/32 ONLY AT V-4" -4' AT I' PROJFLr NUMBF.R- 6285 �*4 AT 1'-4" UP gW-AFZIN& WALL ON ISSUE REVIS10N DATE -ONLY IR IF 1 z - - - -_ --_ r I%^XIMUH SPACINS 1 (2)-12" L L (TYP.) Z�5)-2X6 2X4 BEAR P I"L 11 FTNAT.COWK 01.03.05 rOLUMN ON PRECAS r 94- A PLAN REVIEW A 12" LPIf32 CORRECTIONS 04.07.05 UP AT 1'-4" kw4AL L ELEVATED 2 ONLY E�E EVOSLAB 5,TRO,�TURAL 5L 1 (2)-12 L.V.L. AT V-4- BEAR leox5o O BELOW ---Vr J_ (CANTILEVER AADDENDUM 5 05-16.05 r ON AST SLAB OVER WALL) ;2X& HjTH +X4 ATI 4 5 WALL STEP DUM R 5H kf 'o i P%IALL OPENI IN PRE AST SLAB A FL ft WALL ! PTEP N STEP ZA --EL 4e % [ 4 112"] [O'-O"] 11 0)45 1 L 2X4 AT BEARING HALL ON [2--4 1/2"] 1/411" EL WALL PRECAST SLAB If STONE VENEER 5A:>DLC- 5TEP RE-- ARCH WALL A43006 4.& STUB WALL ABOVE MAXIMUM SP^CIN& STUD L ABOVE AND 13ELOH ELEVATED SLAB BETWEEN WALLS) ED SLAB E E 6" POPE COW-RETE GRADE ELEVATED SLAB 11A 2X6 -Or) TOP AND k4ALL STEP ^LL COWCRETE AT V-0. '-q 1/4" 0. BEAM P41TH (2) 6 BOTTOM (cONTINuOUS). 05 AT oZ_011 STEM WALLS OVER I'-&" VERTICAL AND *5 AT 1'-0" t TEXXXI-XXII PRECAST 51-AB HORIZONTAL ARE ib" THICK ELE L PAVERS z RE; LANDSCAPE T L 4X4X3/6" WITH ri =_ EXPAN51ON ANCHORS AT 7-6- % 4" TOPIPINe SLAB [2'- 4 1 WITH W.W.F. ry % LL 5'mP __4 4N _ x x Z 0 [I -a 112 BUILDING#8 10'-2 1/2" 7-6- il'-2' 2•-b", 15'-q 1/2" q-_3 10'-2 112" • MAIN LEV112, 4 10 e- FRAMING PLMN Riaip iw--A)LATION RE' ARCH 66-1 112" RE: ARCH FOR PRECA5T 5LAD O WATER PROOFING RE: PLAN UNIT 2 UNIT IF-- P N X� AT DO 2 L4 CI SECTION I 5U1LF1NG "a " AIN LEVEL FRA11NG FLAN u O 3/4" m 1'-0" il4m = 1'-Ou . &&EAR WALL SCHEDULE 2 3 4 WALL FRAMING SHEATHING AND BLOCKIN15 REQUIREMENT BLOCKING/F21M SILL PLATE FLOOR TO FLOOTF OUNDATION ANCHOR BOLTS ® 2004 42140 ARCHITECTURE, INC. TYPE REQUIREMENTS FASTENER PATTERN AND ATTACHMENT TO BOARD ATTACHMENT ATTACHMENT TO HOLD-DOWNS OLD-DOWNS (U.N.O. ON PLAN) ROOF OR FLOOR TO WALL PLATES FLOOR 5HEATHIN6 I I SHEATHING 1 (2)-LAYERS 5/8" I 2X6 STUDS AT GYPSUM BOARD 1 1/4" RIM BOARD (4)-IOd TOE-NAILS (2)-ROWS 16d I 1/2" 0 X 6" I'-4" WITH ONE SIDE OF WALL OR I-JO15T WITH IOd AT EACH BLOCK NAILS AT 6" -WA- -WA- EXPANSION 2X SILL PLATE WITH 6d COOLER NAILS AT 3" ANCHOR NAILS AT q' AT AT WI 250 BASE PLY AND 8d ER NAILS AT -1 AT FACE PLY 1 1/4" RIM BOARD OR 2X6 STW5 AT 15/32" PLYWOOD I-JOIST WITH (2)-ROWS IOd TOE NAILS (2)-ROWS Ibd 1/2' • X 10" i 1'-4" WITH WITH IOd NAILS AT IOd NAILS AT 4" AT 2" OR SIMPSON NAILS AT 4" RE. PLAN RE: PLAN ANCHOR BOLT l - 2X SILL PLATE 4" AT PANEL EDGES OFFSET ROWS 112' A35 CLIP AT 1'-4" I AT 1'-6" 460 MINIMUM - = - - - - - 3Xfi STUDS AT 15/32" PLYWOOD 13/4" L.V.L. WITH SINPSON A35 CLIP (2)-ROWS 16d STRAP EAH �N EA�H. NL2 Q>=_ 514-&-x I,�E--- - ------ ! i 1'-4" WITH WITH IOd NAILS AT (2)-ROWS IOd NAILS AT 8" WITH 8d NAILS AT 3" OF WALIJIUJf_ WWALL U.N.U. ON ANCHOR BOLT 3X6 SILL 2" AT PANEL EDGES AT 3" OFFSET ROWS X 1 1/2" NAILS ON PLAN j { PLAN AT I'-b" �yO PLATE 1/2' MINIMUT�I 51MPSON LTP4 SIMPW-70N M5 IMPSON HD6A i j �- 3X6 STUDS AT 15/32" PLYWOOD (2)-I 3/4' L.V.L. WITH AT 6" WITH 16d (2)-ROWS Ibd STRAP EACH 1 1�D �EAGH END OF 314"m X IU" 1'-4" WITH EACH FACE WITH (4)-ROWS 10d NAILS NAILS NAILS AT 3" OF WALL UX pf WALL U.N.O. ON ANCHOR BOLT f ✓✓ t i 3X6 SILL IOd NAILS AT 2' AT 3" OFFSET ROWS (ORIENT PLATE ON PLAN i I PLAN AT q" I I (2)-2X6 TRIM 5 1340 PLATE AT PANEL EVOES 1/2" MINIMUM VERTICALLY) f f5)-5 1/2" L.V.L. :luB� STFEL 1 (2)-GSXG , II TUB ' i KING STUDS AND 6X5 1/4 I COLUMN I )-5 1/Z" L.V L. (2)-2X6 TRIM STUDS - OLUMIN I i ICING STUDS IA LLL PLYWOOD PANEL EDOE5 BACKED WITH FRAMING MATCHING REQUIRED STUD THICKNESS. I 2. ALL PLYWOOD PANELS SHALL BE APA RATED EXP05URE I SHEATHING. ! ; ! (3YQ I/2' L.V.L. -'' T.S. IOX4X1/2 A (3)-12" L V L. 3- RE. SECTION 5 ON THE "GENERAL NOTES AND DETAILS" SHEET FOR TYPICAL HOLD-DOWN INSTALLATION DETAIL. l I I y <[1'-4 I/2"> , COLUMN ,COLUMN 4. EXTENT OF SHEAR WALL DENOTED BY i : 1 (I)-2Xb TRIM STUD '� 5. IN LIEU OF 3X FRAMING, DOUBLE 2X 5TUDS GLUED AND NAILED WITH (2)-ROW5 164 NAILS AT ' E (2)-5 1/2" L.V.L. j v' UP UP 8" MAY BE USED AS A CONTRACTORS ALTERNATE. I KIN& 5TUVS X17' ONLY ONLY 4 XI/2 'mss T5 1 6. ALL WALL TOP PLATES SHALL HAVE A MINIMUM SPLICE LENGTH OF 4'�O" WITH (lb)-Ibd NAILS IN (2)-ROWS. I I FRAME COLUMN �.L UP IOX4X1 Q i! T.S. 14X4XI/2 I < ONL FRAME I T.S. 4X4X1/4` 1} li L� RAME COLUMN BEAM COLUMN UP li V WOOD FRAI"'IINCs NOTEa�•. � (3)-2X10 S I. ALL MI000 FRAMING JOISTS SHALL BE LPV32 TYPE JOISTS AS E MANUFACTURED by LOUISIANA PACIFIC CORPORATION. ALTERNATES -' --T __._._4 PROVIDE 1/2" X b" X ('-O' I I VT5.SH ALL HAVE EQUAL OR ertEATER CAPACITY AND SHALL BE . v r _ - - �ZB. Im SHALL HAVE BY THE EN9I ORE T RECORD. 1=OR _ I 14X4XI12 ONL I I r v I ! i I N6LE SHEAR PLATE WELD �. •k.V.L_" INDICATES LAMINATED VENEER LUMBER BEAK A5 MANUFAG111RED 9Y I - •FRAMING i ; I T T.S.-1 COLUMN WITH ( .11 4"� =� I I FRAME T.S. ` LOUISIANA PAC-04C CORPORATION. ALTERNATES SHA" HAVE THE 5AN�OR I I I I I TH -BOLTS RE: 10/54.1 I m I I COLUMN FRAME 2 �f�0 V �J FiREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL 1� I COLUMN NOTES. i E rT1 3. G INDIf..ATE£a C %A84N DOMN ONLY- MULTIPLE 2X FRAMING NOTED UP ON FI ANS. ONLY` 4. ■■INDICATES COLUNMI UP AJ�ID DOWN UNLESS IT BEARS ON I I Q ! OPEN UP I I I UP ' CONCRETE WALL oR FO01IN6 BELONG OR IT 19 LABELED UP ONLY. OPEN i I ONLY I I ONLY k 5. � > INOWATEA FOP OF BEAM ELEVATION OR PLATE HEWWr ELEVATION, N � I 6. 40 INDICATES TOP OF STRUGTURAL FLOOR SHEATHING - - - - - - I 12" LPI/32 I AT 1'-4' ELEVATION. IIIII I I `- -- _ i f 1. HEAOER5.SHALL BE(3)-2X&UNLE55 NOTED OTHEF"SE- ALL Y 1 I I I HEADERS wPLlooa ILi�t.�RAS RERED.u2•) r�lv»+BY ^ I COLUMN COLUMN I L3 X (6)-2Xb (5)-2X6 6. ALL GOUR44 SHALL BE 0)-2X6 UNI eSS NOTED OTHOP"SE. I I { __________ ___W_IOX22 2X4 BEARINeS (2) SIMP50N M5T'72 ------ - - ---- -_ __------- WALL TO MAIN q. P4000 COLUMN5 SHALL BE CONTINUOUS FROM FLOOR • <10-1 3/4'> LEVEL FLOOR ._----- NOTED COLUMN SIZES AS REQUIRED. �t�a ! 8X8 2X4 13EARINcS � O RE• ARCH � �� 0WNW. DF.VFIDPFR TO FLOOR OR FLOOR TO ROOF. TRIMMER$SHALL BE ADDED TO p, I IO. INDiGATES INTERIOR BEARING WALLS. FLOOR JOISTS WALL TO MAIN ; ; , C, COLUMN I FOR LANDING I I SIMPS V BEARING LOCATIONS SHALL LINE UP WIT"STUD5 BELOW. L I LEVEL FLOOR Q HAS EN BEAM FL_A ioE HU HANGER ELEVATION UP I VAIL RESORTS II. ALL EXTERIOR MALLS SHALL 9E CONSTRUCTED USINO 2X6 I SIMP50N J ;YO LL PLATES WITH ! ONL (SEWED) ' =- STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL F L5�10 CLIP + a ---- - - -- � RE ARCH -. �t2)- /2"� X 4" L -------------- -- ----------- � � .: � 8X8 EACH END ( ) INFORMATION. EXTERIOR 51UPS C.AN BE SPACED 2'-O•FOR (3)-12" L. ' r�G WE, - -- — — 2x� - COLUMN �, f IMP�.�ON DEVELOPMENT WALL�r SHORTER THAN bol-o". gT1JD�a SHALL Be SPACED I•-4• —•— r FOR LANDINC-y FOR WALL SNORTER THAN 14•-0-AND TALLER THAN Kr-O'. �� F1 EVA71QN— - - - _ _ iM5T7Z C - - ----- - - - - -- - - _. _ - - - -- - -- - - - - - - rg--tP1/3 . I I• " — C COMPANY 12- ALL BF1�1`•VBEAI"I AND BEAMIGOLUMN CONNECTIONS SHALL BE .— a" - ---.---_- _-- ___ �_----__-- AT 1'-4" ONLY •v' WEB PACK TH 1/2& ��'"`+ '� MADE MrTH SIW50N STEEL PLATE C.ONNEC-TORS UNLESS NOTED ! 12" LPI/32 �� UP �' 12" L.V.L. �� THRU-BOIL AT 2'-O" � AVON.COLORAllO OT/+ FI AT 1'-4" < ONLY I i ,<7 FOR JOIST TTAGHME �MIEN 13 RE. ARGHITEGTURAL ORANUN95 FOR LOCATION AND SIZE OF 2X8 I (3)-2X10 1 N , ARCHfIWl'OI•MCORD ROUGH OPENIN&S IN WOOD STUD WALLS. O AT 1'-4" 14. RE. ARGHITEG1URAk pRAHIN65 FOR HANDRAIL AND STAIR I ! _ __-_--_---- :, _ FRAMING DETAILS Y "` J! -1 WALL AM FLANGE = 'T II _ - GONNEGTI TO PLATES WITH SIMPSON (3)-2X10 ! I .;, - r - �. I FASTS L3E NGE 1'S. ALL EXTERIC]HZ wA.kL6 TALL HAVE GOI�ITlt�J01JS ST1JL76 FROM , LS�IO " " nQ - v2 m X 4 LA6 m FLOOR TO FLOOR OR FLOOR TO ROOF(INCLU09 Iy RAKE WALL9J. Q -- -- _._---- a)I� AT _ - -- O CLIP ,; , � � � � _�r � � WIOX22 (SCREWS ICA r- - - Ia. OII4OIGATE9 SHEAR NML.L PER SCHEDULE I SIMPSON i '�-_ _ 1' ARIN6 �'� - - - 10'--1 3/4" U RE j i I k ; ; Mrar,C L5�10 CLIP (3)-2X4 ;�: - =�; LTP.1R I i 131 J COLUMN I AI �- I WAL ' f` 11IAS"1 P11Uv UP ; ; 4I '_ I - - 1 OLU 12" L I/32 : UP ONLY J •F�I I n f ..- - -�-- , ; - � MN YiRa _ = i F;---- --- -IF STAIR - S41 -?F�' - -1 I V-4' I I ul c��xc�I[17 r n : !, -- - - UP - - - ONLY -� I I - - -- - - O - - - - ---- I - - ------ �IGWYORK�ILWYOAK 0'-3 I/4' ----- - 1 54.11 i 1 i l - - UP ONLY UP ONLY I I IAA /� srl�rcT�,•RAr.x1r,IN�t 12" LPI/32 ° ; I (4)-2706 j 1 AVON.cOL+7R1ID0 AT I'-4" f2) " L.V.L. ; € (4)-2X6 COLUMN i0 NFOMZCM.MaFCMXM.F-Wit FFM COLUMN I 54.11 n xI Iavcil 'wls.LNc 54.11 ' I 3 AVON,CoU]RADO 3X6 AT P-4" 2 O i RI Q .. ^_ . _ ! i - - »�- ---- I nIPLVATh r<naAnn'ANC.. (4)-2X4 12" LPl/32 AT I'-4" GOLU�'IN - ..-..-. ---..----.------ -.__.__-.. ° ' PROJFCTNUMBER: 6285 2X12 1�" LPI/32 I ; - - — - -- - " - SIMPSON AT I'-4" � AT 2'-0" �` HANGER F� _ I (4)-2X6 ISSUE REVISION DATE B I I J i COLUMN 4 10'-4" 1 11 r- NAL CONS-r 01.03.05 I I ` f 'I -------- UP TOP OF UP 10'-4" ONLY i t PLYWOOD ONLY PLAN RHVLEW OPEN TOP OF ONLY ! I I CORRPL:TIONS 01.07.05 0 2X12 ry PLYWQQI?- - - J _ _ I -- - I-� _ I ! ®ADll1:NDl M 5 05.16.05 AT 2'-0" ' 12" LPI/32 I .T I'-O' M I , i ----� t -.. - i -� — - T - - — ' - _ - - - - - ROOF SHEATHING r l I 1 1= I --- - I �0 2X12 } UP 11 --- i UP i (4)-2X6: j i N I I Q i.. M COL 2X12 BLOCKING (S)- /2"O. r--_ - - - - - - - NL i 1 (3)-2x10 1 LvL N I - -- - - - - - : � ' C2I-q i/2" L.V.L. 1 I r NOTCH 8X I8 2X1 I ` 6" MAX. AT 2 2x1 AT '-O" f ` I 12" LPI/32 ! 51MPSON HU i�_- :! TYPICAL • ! i4� f5)-2xb � dD I COLUMN X X I AT 1'-4" s HAMPER {' DowN i d) 1 _ (4)-2X6 ,I 12 -----_ - - — -- LUMN 1V 2X12 RAFTER. FOR SPA i _ XI i I �, I ^I �, RE. ARCH �: GRATER THAN 8'-O" P05 ! - I i 4----- ; ! 4' -+ 1 ONL ONLY EXTERI �I I ONLY AP4H DOWN TO MAIN TRUSSES _. -'' - - - - AT 4'-D'• ! I {_ WALLA (4)-2X4 (5)2X4 (5)2X4 51.12 — — — — 2X12 END FLAT COLUMN COLUMN � 3)-12" L.V.L. n GOLUI"IN CONTINUOUS AT VALLEY WITH ; ` - - (b)-8d TOE-NAILS AT (4)- 4 I EACH !RAFTER ' I tV I - GO - ' 2 2X4 STUB WALL ATI Z'-O" a - - - 2X12 _ _ 2'-0" 1 WITH 5HEATHIN& , :? AT 2'-0" I LOW ; - -- ` j ARCH P-IIOOR/TRU5S I ROOF I I - -� �_ I I ly BUILDING#8 UNIT 2 UPPER]AW"I• � � I I I UNIT 1 Low � O : O FRAMING PL.Li a 25'-11" 14'-1 1/2" 26'-1" ROOF �. r S 10, 1 2 3 4 • PREFABRICATED TRUSS RE: PLAN 5ECTION �a 2 PREFABRICATED 2X4 UNDR 3/4 - I -O a U ff=Ef;R LEVEL f= fR At*-ol l rV* L A N TRUSS RE• PLAN EACH TRUSS 114" 1'-0" ADJACENT TO OPPOSITE TRU55 RE: ARCH FOR ALL TRV55 PROFILE5 1/4- q 5/8" 1/4' I/ ROOF FRAMING NOTES: 1 2 3 4 1. ROOF SHEATHING 5/8" f4O/20 SPAN RATING). STAGGER PANEL END JOINTS 2 13116 4 11/2' 2" 02004 42140 ARCHITECTURE, INC. AMP FASTEN WITH AOd NAILS AT 6" MAXIMUM ALL EPC7ES AND 1'-0" MAXIMUM OTHER SUPPORTS. 2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HE161HT5 - -NOT NOTED. : 3. ALL HEADERS SHALL BE (31-2910 UNLESS OTHERWISE NOTED. ALL HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 3 112" WIDTH BY ADDING I PLYWOOD SHIMS AS REGIUIRED. i I � I/4' STEEL SADDLE WITH i 4. ALL HEADERS LONGER THAN b'-0" SHALL REQUIRE TWO TRIM 5TUD5 AND TWO KING STUDS EACH SIDE UNLESS NOTED OTHERWISE. l I 5. ALL J015T HANGERS SHALL BE SIMP50M LUP, WP OR L55U TYPE BACK PLATE AND i UNLESS OTHERWISE NOTED. RE : 51.02 FOR :! -- 5ECTION {61-314'd' THRU-BOLTS I IN MINIMUM (3)-PLY CARDER TRU55 WEB 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM AMP--!USE SIMPSON PLATE CONNECTORS UNLESS NOTED WALL SG N E D l .� 4"j_ , Nu4 OTHERWISE ON DETAILS. - BRACKET. RE. ARCH. OR - - - -- - - -- - -- -- -- --- -. - ---- LOCATION TI i M '7- ALL EXTERIOR WALLS SHALL HAVE GONTINJOU5 STUE-7 FROM FLOOR TO ROOF (INGLUpIN6 RAKE WALLS). m SIMPSON U INVERTED SIMPSON %VL r SIMPSON U I 7 j I 10X24 GANTILEVERE ` AT HANGER HU HANGER HANGER 1 '' i ? LOW ROOF. BACK5P 16*rO" 8. ALL PREFABRICATED TRUSSES SHALL BE ALIGNED WITH WALL p (2)-2X12 '; 4 5TUDS BELOW. �'RQ'.i1� i � MINIMUM (RIP TO 5 1/2 BLC)GKINtS WITH '�' S ' MINIMUM AT BAr.Q- < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HE16HT. (?�-Il 1/4" LVL OUTRIGGER 51 N HcsU`•' -II I/4" LVL -FASCIA (2)-11 I/'4" -FA IA I 114- LVL SUB- ASGIA 'r WITH SIMPSON HU HANGER HA' R LFAGH END � � V 10. SEE SHEET SL05 FOR GENERAL NOTES. EACH END AT 1 OW6UARD , r E 2?�12 STUB ' ':. 2X12 GOLUM II. RE: ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. SIMPSON LSgO AT 2'-0` 2X12 COLUMN I �4 AT 2'-0' ( 1= xr'2 CLIP (TYPICAL) _ AT 2'-O" ?Lo' �1 12. OVER FRAMING SHALL BE 2X6 MINIMUM AMP SHALL. BE POSTED �• DOWN TO MAIN TRUSSES ON A &RID NOT TO EXCEED 4'-0" X 4'-0' (I6 FT2) I t (3)-I I L I 'I v 13. ALL COLUMNS SHALL BE (3)-2x6 UNLE-55 OTHERWISE NOTED. (3)- 10 f3)-11 I/4" PQ FT PREFABRICATED F200F_TR�ISv NOTES: 11 114' LVL i .,.1 +.o - 2X12 (�)-GSxq] J I 5�4 f/,?m 4 w KNIFE COLUMN SUB-FASCIA ry AT i'- PREFABRICATED - I ��� O" (2)-2X12 f/�" TIMBER IFE p I. PREFABRICATED ROOF TRUSS LDAD�ai (5)-5 I/2 LVL T5 K5X1+4 WITH 2X12 0UTRI y COLUMN '}i0 I AT 2'-0" J L i- ! - l� J KING STUDS WITH J COL MN AT 2'-0 i _- -- i - (2)-2 TRIM (2)- X6 - -:,Y 2 ' = J - - - - ��= (2) li I/4' LVL ; y.,--� -- -----....-------- G - --------- -°,..\-,-'-. I;----=-=--- -� LIVE LOADS AT TOP CHORD= 80 /FT J STUD -� TRI STUDS ---- -__-.._.-- -- 1--- - -- - _.- DEAD LOAD15 AT TOP CHORD= 15*/FT Z p - - - - - i C3)-ZXIO _ _ -- -- _ -— _ _- _ _ — _ _ --` — _ ____-- -- _ - __ M_ _ Z?.2S1Q __ ___...___ _ _- I p ^%DEAD LOADS AT BOTTOM CHORD= 15*/FT x ! I UPLIFT, :� f - Q I - - - - - - - I �••1 Vol NOTE: DEAD LOAD AT BOTTOM CHORD 15 5 P5F 2X12 I - I r I 1� WHERE NO HEAVY TIMBER BEAMS ARE LOCATED AT CEILING AT 2'-0" - 2 DO - i © ;€ 3 SIMP��ON L551! C3)-3/4'� T T �1 wa WIND LOADS- SEE STRUCTURAL GENERAL. NOTES. i n ry T2'-0" n tT HANGER (5)_2X& Th�U-BOLTS AT 2'- � 5TRE55 INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED. I `- ,� i COLUIrIN 2X12 j M+rl (CHECK SPECIAL ATTIC LIVE LOAD REWUIREMENT5J 2) II I/4" VL OUTRIG6E --- ----- y� }� :� FAS EN VALLEYS TO � AT 2'-0" J` I 2. SHOP DRAWINGS SHALL BE SUPPLIED BY MANUFACTURER AND GIRDER TRU55 - Q _ -BOLTS WITH ( -11 14 LVL 4 j a r� z t A RI 1KIT1i (31-3/4"� " REVIEWED BY CONTRACTOR, ARCHITECT, AND STRIIGTURAL 12 Q ! 3" AGING -� TUB C ENGINEER. .5 2 y,P q °� - X 2X12 -ti r v LUMN y - Q �Y n 1>< I 12 _ i Mai 3. THE TRUSS SUPPLIER SHALL BE RESPONSIBLE FOR THE FOLLOWING 8 � ' � � b � �,�� 0 AT 2'-O` �. �� I " IL SIMPSON HU412MAX 2850 iVOWN' + �- �� AT 2'-O INVERTED 51 I I a !TENS: I HANGER ry r�� (41-2X6 STUB �ry�� - HU MANGER (TYp I 94 A. ENGINEERING OF ALL TRUSSES AND TRUSS TO TRUSS GONNEGTIOI - - I E: s _ COLUMN (3 fl 1 4" LVL - ' AND SHOWING OF ALL ON SHOP DRAWINGS. .fl J 1 _� SSES UNDER CHIMNEY - C B- DESIGN AND SUPPLY OF ALL TRU55 BEARING r _ ...__ 0014NEGTORS AND HOLD DOWN5. 4 PREFABRICATED TRUSS _ J.rh y 3 I OL LL HAVE ADDITIONAL/ ._ rte✓ IDFE r a G. PLACING OF TRUSSES TO ACCOMMODATE MECHANICAL _ WITH 2X12 OUTRIGGER f, � _ AT 2'-0" I L D OF 1"15 /FT. OF : a . EGIUIPMENT WITHOUT GUTTING TRU55E5. I� G MNEY WALL g _- a �4, COLUMN _ I 2X12 j 4. SIMPSON H2.5 CLIP ANcSL ES SHALL BE INSTALLED AT ALL } s - � � EXTERIOR WALL TRUSTS- BEARING LOCATIONS UNLE-55 NOTED 4'I " - I +_ F - r { - AT 2'-O' �- --s--- IL_ THERWISE ON ROOF DETAILS. i s (2)=-2 AT"7' BEARING WALL__..__. Iwr �ti 2X12 i, Q Y NVE TED 5IMP90H �f I I r�x FOR RAKE FRAM I ( ) I IY4" LVL 5. DETAIL ALL PREFABRICATED TRUSSES TO BE ALIENED WITH WALL H N6ER (TYPE STUD5 BELOW. I 1320 PLF { vAr1 RESORTS 6. TRUSS SUPPLIER 70 CONFIRM ROOF AND GE1LlN6 SLOPES AND 2X12 ! �s s (3)-3/BO I STUB J _ t � AT 2'-O" T R HGUS T1iRU-BOLTS COLUMN O GONFIC-�l1RATION WITH ARGHITEGTURAI- DRAWINQS FRIDGE TO i 2 /4° LVL OUTRICASEZ '` ` " '= I - ` � r;---= DEVELOPMENT FABRIGATIDN. RE: ARCHITECTURAL FOR TRUSS' PROFILES. C GIRDER TRU5�.� — — — — _ - - -- - - - �r 4" _ - -- — - - - - - ERIOR LL ABOVE `•� - - - XTERIOR L ABOVE I — - — -- — — — -- -- — — - � - - AT 2'- COMPANY _ __ �.� - ;r ,R TRU,�,s- -1. RE: SHEET SI-06 FOR EENERAL NOTES. C i ' L` : 31>_ . - SIMP5D�1 I Y MUM) % AVON, , . I I ; END �I - - - - i'...._ -- - -- HANEaER ��� -- :�-! H FADE N.C IARADO ° I I P=1200 r' _.: I S! - _i I - -- -- i III IY• — --- GIRDER T Ae[Tin Fc:i oN 0.NA Cg11)\T 11L 1 - (4)-2X6 ; , (3)-5 f LV - --- X 2 12 ' COLUMN 0 i 1 '� GOLU i I :-?[ "r ENd ' n ,� i t p III T 2i- _- t yam. --- - --- 4' STEEL LE 0. FIF INN _ -- - - ;_- � AT � 10 n Q = - PREFABRIGATED TRUSS � �� >� ` � I _ - -- ! i -- - EXT R WALL - - --_ _ ■ _ '' AT 2'-0" £ s ._ R TRL15� - i F+4B - - - -- AROMM PE T- !Z! n PREP RIGHTED TRUSS t f Drerusr.Colorado 3/8' STEEL PLATE 7• s! z ;• ! i - - - - -- i 3., }" tea : i `+ I - - -iI I! 'I II MASCIgPlllltiNlR - -... - 2"4a SCHEDULE 40 ! IY x SIMPSON THA I - _ ! ' � ' I r DESIGN AR(.MMICI i0 PIPE = u 3'` I I N ; N6EF N z , i - _ - - - ,, HART FIQWIRT N . �i �, -_ -�. I III PROVIDE (2)-2X12 OR (4)-2X6 -- -- - N�vYURR YoRIc II I/4" LVL AT EACH r ! KsR -- Ii I� I t�Fli _ ti, 31 craw i COLUMN �_�-,` _ - - - --=- - BRACKET r` a 4 "=w i I - - - i j;I ((FLUSH) 5/8" PLYWOOp SHEATHlN6 - s - - - eI N L EQ. EQ. k iAVON.I+131a.ta1GLV1:1�S .. � RIDGE ! ° >w INC _ , i I m _ - - - (8)-3/4"m THFW-BOLT5 Z '� 6 NjC TGH LVL BEAM PREFABRICATED TRUER rt ,� M l Lir GANtI W,INC - WITH 2X12 OUTRIGGER �- - AVON,coLCMeAOo /2" MAXIMUM AT s7 h I AT W 1 511 P50N F46U NC�ER l h1PL�k 1a1 iGII4Li1114G,110t I IMPS N THA I ---- PREFABRICATED TRUSS vAil,a7I,c�Iwx� 3)-1 ` LVL - AT 2'_O" - .----- - ANGER (TYPJ I ! � - E OR WALL ABOVE ; _ _ SNOW FENCE VERTICAL I PREFABRICATED TRUSS x lr f I SIISON THAN _.-_-. -'_I I j oo ' PROJECT NUMBER. 6285 SUPPORT5 AT 2'-O" I E - Ar 2-O" f r �� HANt9ER (TYP., U.NAJ I INVERTED SIMPSON - - - -- - - - - -- - - - X - - - -- - - - ti HU HANGER ('1YPJ ISSUE REVISION DA E 3- MAX. 1~3" INVERTED 51MP5 - - HU HANGER ITYPJ EFABRIGATED Tt 4 fgN6ER HHUS C I !. _ ;-- - GIRDER TRUSS 11 T7NAI.CONST 01.03.05 ITH 2X12 OUTRIc'c*I t ry 3 11 I/4" LVL PLAN REVIEW /��p y� 11 AT 2'-O" ; 1 W _ Fsy -`a Y' I 1 04.07-46 61RPER TRUSS 1 61RDER TRU55 SIMP50N f - - -- - --- - - - - - - - - -SECTION _ ADDL-NDI M 5 05.16.05 i 11 1/4 LVL OUTRIGGER ` 'r > " (4)-2 X6 - $ '„ n2X12 I HAN6€f� A.7 1 112" = I'-Q' -� i COLUMN " s=. AT 2'-O" u- +Q i W I I _ __ IRDER T WITH 2X6 n i j {3J 2X1 x i I XTERIOR L I Aq I AT 2'-0" J PREF GATED TRUSS I 2X12 AT 2'-0" i I GARDE J ' 11 1/4' LVL FASCIA 12 I 14" LVL OU ICP ER H 1/4' LVL OUTRIGGER 11 1/4" LVL SUB-FA IA - - I Q I I (2)-11 1/4" LVL b ' 2 - - W INVERTED SIMPSON OUTRIGGER WITH 2X12 BLOCKING SIMPSON LSgO ! i 8 t LL ! I ' -- - y 1-U 1�AIVtSER EACH ENP t CLIP (TYPJ L 5/8" ROOF SHEATHING I ' - - I -_---' I _LA (2)-111/4" LVL i i1] I 2X12 pUTRI65ER WITH i REPLAN INVERTED SIMPSON t I ' t AT 2 ' HU HANGER EACH END -_ L I l I /4' LVL -FA IA �1 I 11 1/4" LVL SUB-FA I�. (?J-11 I/4" LVL i 2 (2)-11 1/4" LVL -• BUILDING#8 ;p Q OUTRIGGER WITF I OUTRIeC-,ER WITH f Q •� i n UNIT 2 I INVERTED SIM _.. __ _- _:_: _ a- w ___#._. -.T :: __-_:---_- INVERTED 5IMPSON i .,; r I HU HANGER EAGF�EhtP HU HANF3ER EACH END Rt)DI�1�RAMiNG WAN n i l I 25'-1I" 14'-1 1/2" 26'-'T" •dip n 1 g - _ UNDERFRAME CEILING Q' TIMBER BEAM + AS REGwrRED bb'-7 V2' RE: PLAN; BEVEL e TOP OF BEAM AT ROOF SLOPE 1 2 3 4 0 n OUTLINE OF BEAM AT CANTILEVER 5ECTION 2 8 fP-,%00E- Ff'At*-I I NCB F'L AN 314" = 1'-O" ga 1/4' = 1'-0" RE: ARCH STONE VENEER 2X8 EXTERIOR WALL - RE, ARCH STONE GAP 3/•4" PLYWOOD WITH 1/Z PLYwDOD RE: ARCH GAP 5HEATHINEs VARIES L 4X4X316 WITH ® 2004 42140 ARCHITECTURE, INC.60 4P X 6" EPDXY -2X6 EXTERIOR WALL 1 1/2" STONE 4 2X6 PARTY WALL WITH TOP OF LEDGE ELEVATION RE: PLAN ANCHOR AT 2 " WITH SHEATH1145 PER RE: AR SHEATHING PER FOR GROUT OVER SHEATHIN PER SHEAR cTOP OF WALL AT DOORS STONE VENEER SHEAR WALL SCHEDULE WATERPROOFING 1 1/2" CONCRETE WALL SCHEDULE E [XXX'-XX'] 2X6 EXTERIOR WALL. : ARCH TOPPING OVER 2X6 TREATED LEDGER RE: UNIT MAIN WITH 112" PLYWOOD --(2)-2X8 TREATED WATER PROOFING LEVEL PLAN STONE VENEER PLATES WITH 1/2"mX 5TONE VENEER PER ARCH WITH IHOR AT 7_OEXPANSION raHEATHIN6 f !/2" CONCRETE RE= ARCH. Id' ANCHOR BOLTS RE: ARCH. (4j 8d TOE-NAILS AT 1'-0" 3/4" T4 C TOPPING I I42" CONCRETE 11/2" CONCRETE pLYyyppp OVER TOPPING C2)-N5 GONT AT EACH STUD L 4X4X318 WITH 3/4" 4) RE, PLAN 2X4 AT 1`-4` 2X4 BEVELED 70PPIN6 b" n THRU-BOLTS AT I'-6" BATTERED PIER WALL RE, PLAN FLOOR FRAMING TOP OF WITH 1/2" PLYWOOD SLEEPERS RE: PLANelk WOOD HEADER TO W000 HEADER 4 PLYWOOD SHEATHING RE: PLAN 1/2" X 4` LAG SCREWS TOP OF TOP OF E' PLAN ° AT 2'-0" TO WOOD TRIM PLYWOOD PLYYHOOD REa ARCH. FOR 1/2"0 X 5" Wx H (3) l6d NAILS SLOPE PLYWOOD WI4TERPROOFINt5 • LA6-BOLTS '1' [XX'-Xx"] EACH END AT P!'-O" AND PROTECTION �j 4 Z AT 2'�-0' = _ •r +• VERTICALLY EACH BOARD g-° r 4" TOPPING► DIRECTION z SLAB WITH �� Ir 05 AT I'-b' W.W.F. BEAM HORIZONTAL 1/2' ISOLATION JOINT WOOD TRIM -- FASTEN E H JOIST WOOO AN 05 VERTICAL T !'-6" I. E: ARCH (RE, ARCH) TO SILL PLATES WITH of EPDXY GROUT 6" INTO SLAB 1 1/4" RIM BOARD W-e8d TOE NAILS V TOP OF WITH SIMPSON A-35 4 FLOOR JOIST [XXX•-XX" " `� i HEADER RE: PLAN RE: END. - Z O CLIP PER SHEAR FLOOR JDIST ;yt � � . •�� � � WALL SCHEDULE (2)-05 CONTINUOU5 yy COLUMN o RE, PLAN PLAN SECTION11 5 MPS N EGGH o RI61D IN5lJLAT10N 3/4' = I'-0" COLUMN GAP AND RE, ARCH. L4X4X318" WITH GB COLUMN (2)-� 3/4"4� EXPANSION I-1/4' RIM BOARD GONTIMIOU�� a BAS PER JOIST MANUFACTURER - PREGA9T FLAT SLAB ANCHOR AT 2'-0" WITH SIMPSON A-35 CLIP r�Y 2X4 AT I'-O" CHIMNEY 2X4 TREATED : Z PER SHEAR WALL SCHEDULE E, PLAN L WALL WITH I/2" IaLYW00p 4 ` =.+ R ' SHEATHINGS 1/2" ARCH FOR .q PLATE WITH 1/2 0 L_ —J . 0 1 1. BY PRE ASTER 4.ANCHOR BOLT RE: ARCH FOR FIRE- �,. L 6x4X3/8 (LLV) BATTER) AT 2'-0" 44 [XXX'-XX'7 RATED WALL ASSEMBLY T : L 4X4X3/8XO'-6" W WITH 3/4" m THRU-BOLTS -RE: 1/51.01 FOR RE, 5/54.11 FOR HEADER a =r 318" X 8" X O'-8" EMBED AT 1'-4" TO (2)-2X SOLID AT FIREPLACE OPENING LEDGER CONNECTION _ SECTION PLATE WITH W-3/4'0 BLOGKINe CONCRETE PIER X 6 H.A.S. ` V RE. PLAN (RE: PLAN WITH (B)- - •. x r 2 I/4 GONGRETE TOPPING N5 AT 1'-b" ° 'd 3/4" = 1'-O" .~ " 05 VERTICAL 4 (3) HORIZONTAL [V TOP OF TIES AT I'-4" - r' PLYWOOD 06 AT I'-4' - � � w 5 AT 10" ~ - VERTICAL a (8)-05 X L2'-O" 4 " • VERTICAL _y SHADED AREAS DENOTE 4• L &X4X3/6 (LLV) WITH x ° 2' CLEAR 3/4"m EXPANSION ANCHOR STRUCTURE GONSTRUGTED FLOOR JOIST- " - TYPICAL AT 1'-6' MINIMUM 6" FROM PARTY WALL !RE= 4/54.11) o*6 AT 1'-4- V. UNDER SEPARATE PERMIT FL PLAN EDSE OF PIER ... i `/ z tip_ 2X4 AT 1'-4" CHIMNEY . . • 4a WALL WITH 112" RE, PLAN FOR '4 4 - PLYWOOD SHEATHING r = � 0 a FOOTING Q (XXX' • REINFORCEMENT - 2X4 BLOCKS EACH # `4" 4" .1 . a �'. [XXX'-XX'] RE: ARCH. FOR 5 X 0, AT 2'-0" CHIMNEY BATTER o SIDE OF .JOISTS a RE: PLAN f = 2X4 AT 1'-0" BEARING WALL REINFORCE FOOTING RE, PLAN h:hi j b" &ECTION STONE VENEERWITH 05 AT 1'-6" EACH WAY T.O. GRAWLSPAGE � f RE: ARCH. BAGKF IL L ° 2X4 TREATED PLATE _ n WITH 112" m ANCHOR (XX'-XX") 3/4' FIREPLACE AOPENIN& BOLTS AT 4'-0" r rr '� „=' s d - L6MX3/8 (LLV) WITH ,t} PLYWOOD SHEATHING AT 1'-4" TO LVL BEAM 3/4 m THRU-BOLT5 (2)-2XIO LEDGER /A PER SHEAR WALL (WALLSIDE TREATED) F RE: PLAN 0WNFR/n�,0PFM WITH 3/4"m X 6" I a • 4 4 SCHEDULE WHERE NO WALL ABOVE WOOD MANTLE EXPANSION AW-A-TORS r._ TOP OF PLYWOOD A TT ►�+� •• INDICATED ON PLAN AT SIMILAR RE: ARCH. AT I'-6" "' 1/;Z" ISOLATION VAIL RESORTS 0 - i • - (4)-05 GONTINUOIJ°.S BLOCK JOIST SPACE 1/4" X 6" STEEL PLATE I /2" CONCRETE ;` '" JOINT DEVELOPMENT SOLID AT COLUMN 2Xb INTERIOR BEARING WITH 1/2"m X 8 LAO-BOLTS T INO _ r 1n &ECTION WALL ABO'�/E TO MANTLE AT I'-b'LOCATIONS 4 4 SLAB ON GRADE *���T (WELD TO STONE i"• �== WITH W.W.F. COMPANY 3/4" = 1'-0" J ON 3/4" T46 PLYWOOD VENEER SUPPORT ANG5LE) _ ' � E` ��°`N AVON,COLORADO RE= PLAN 2 1/4" CONCRETE TOPPING >'' V SUBFLOOR OVERFRAME HEARTH WITH -� `• = RE: PLAN 2X6 BEARING RE= PLAN 111 - WALL ABOVE 2X8. BLOCK SOLID AT +icrnrr c 1 nP ItHxoan &ECTION POST LOCATIONS ; O 1 1/2" CONCRETE TOPPING 9. r I Ib FLOOR FRAMINEs =W. _ SLAB SLOPES 1 RE, PLAN WITH x FIF I I I A SIMPSON IUT , 43 . HANGERS F R FRAMING (�G. a • AM ! 1/2" CONCRETE PLAN Oo°.0 °.�n0o°4� 0 TOPPING II I .Qtpq 0,62. tV Denver.Colorado . RE, PLAN IF 8'-10 1/2" AT UNIT 15 l 1/4" RIM BOARD TOP OF ,_ " nan znetu:utat BLOCKING I GRAWLSPAGE - +tb AT I 4" X 1'-O lill� 10 10'-10 1/2" AT UNIT I6 (RE: SHEAR WALL 50HEDULE BACKFILL DWjG,%A UR1-�cr FOR ATTACHMENT) (XXX'-Xx") HART HOWI?RTON PLYWOOD SHEATHING -- PER SHEAR WALL NEW YOM NE.WYORK STEEL BEAM (RE: PLAN) __ SCHEDULE WHERE 2X6 BEARING WALL f ------------------------------- --- FLOOR .JOIST, RE: PLAN LAG--BOLT5 TO (WOOD "m X 6' r INDICATED ON PLAN WITH 5IMP50N ITT HANGER WITH 2X RIPPED TOP I _--------_--T----_^------_- - 1 2X6 TREATED PLATE STUDS EACH END ' n PLATE AND 1/2 IP THRU-BOLTS WITH 1/2"m ANCHOR ,. � st'tttrcrt, t-FxrrN�ar AT 4'-0" (STACP&ERED) I I r BOLT PER - �/ � .t y AVON.COLORAW AT UNIT 15 ONLY. K' ' G.P. a ar � `� °,f 1'-4* MONHUl�kL11VL'Ll.liNGfNlsliRS,LVC PROVIDE 5/16 X 6 LVL BEAM TRANSVERSE I I SHEAR WALL SCHEDULE r °� , , -: � - - I I I X 1'-0" SINGLE ,HEAR RE, PLAN ��- ' Wc ANICALME. W.ALTN- C=nN'� I O� I I I C4)-o5 GONTIPUOU�J E (v PLATE W1TH (4)- 3/4'� s i G.P. i I THRU-BOLTS TO STEEL RE ARCH STEEL BEAM IN FLOOR • ' td itr;ctsvt�RS,tvc STD ER rvoh,coiotu►oo t I I I BEAM WHERE OCCURS 3/4" = 1'-0" j i i I 1/4 •. • ' RE, PLAN lR RE: PLAN 'R I I T.S. IOX4XI 12 WITH I • A1PtnL,IT,C.OlikR1.4G.1N1 9!r I I 3/4` m X 2" I V4 0 Jl _ I„I�TH43/4�m LV) v�tt,cntna�wo G G i THREADED STUDS '" _ I (3)- 5 THRU BOLT BATTERED " SECTION 1 AT a1' 1 1s=4 GONTINLUOU�a AT 8' RE, ARCH 4 STEEL BEAM - r 1 I (RE= PLAN) WITH 2X � t t r I m �� � WITFI�I/2` PLYWOOD r RIPPED PLATE 4 i/2" m I I I 1 RE, PLAN 1 SHEATHING 3/4 1'-0' PRU F(T NGMBFR 6285 THRU-BOLTS AT 4'--O" : 0 ` SECTION � 1SSl'slr RL�V1S1 N DA1L: - 11 T7 NAT.CONST. 01.03.05 BLOGKINS CONCRETE PLAN REVIEW I I r I 1 112" CONCRETE TOPPING Q CORR]TMONS 0.4.07.05 3/16' i i C TOPPING LVL BEAM, RE: PLAN 3/16« <XX'-XK"> i i i EXTERIOR WALL ®AlllllNI�UM 5 05.16.05 I r r 3/4" SUB-FLOOR KITH SHEATHING FLOOR PER SHEAR WALL SHEATHING I I [XXX'-XX'] SCHEDULE I I/2 I I/2'. I/2" X 8" BENT 1 1 r 2 & 1/2'4V TREATED T 6 LEDGER LVL BEAM " " r I 1 #5 AT 1'-6" RE: PLAN 5 PLATE WITH (2) I I I HORIZONTAL NOTE= I/2" X 6" LAG 1 _______-_____--_____________ I I EXPANSION ANCHOR SECTION A-A u 5CREW5 TO LVL i i i i AT 2'-O" OVER RIM JOIST - ----------- -- -- i 1 1/2" CONCRETE i TOP AND BOOM "-__-___ SECTION MINIMUM 1'-O TOP AND 150TTOM AT • --r i i EACH END i TOPPING I I/2" ISOLATION JOINT 314- = 1'-O" 5HEAR WALL5 I I I FLOOR FRAMING I 1 EACH END r RE= PLAN PAVERS RE, LANDSCAPE 4" SLAB FOR PAVERS I 1 1 1 1/4' RIM BOARD l r r I I 1-JOIST T I I 1 RE, PLAN CU.N.0) I I I t►5 AT l'-6" EPDXY .- �--ar�i s.--�:—x RIM A-35 CLIP I 1 1 GROUT 6" INTO SLAB ' 4 ` LD RIM BOARD TO PLATES SECTION C-c SLOPED TOPPING lu�Q SECTION 2 SCHEVULLEER WALL I I 1 I (j"c I SLAB WITH W A.F. IU VARIES DRAIN BOARD 3/4' 6 1'-0' I I r I EMBED PLATE RE: ARCH. 5ECTION 1 I I r BY PREGASTER Z 3/4" = 1'-0" i i T-5. 14X4XI/2 i IrL+ I 1 I I [XXX'-XX" _ l 0 WITH SHEAT IH N6L I I I I RE, TUNNEL `• PER SHEAR WALL GONG TOPPI N6 F'-8' I PLAN '; ` - -' SCHEDULE I I I � •, -`"" � �� , � FLOOR SHEATHING 1/°4 (2)-I" m X 2'-O" I I/4' RIM BOARD 1 1 THREADED RODS I i �. 3�,r _ t���- � TRE3 PLAN _ I I WITH 4X4X318" Fed 0 o BEARING PAD = �►a ". M � I NUT AT EMBEDDED i 1 ' � NOTE LAP WALL SHEATHING Q� I I END I I Z '; VY PREGASTER OVER RIM JOIST MINIMUM ��•. ''•,;�/ d1 I I [Xx'-XX"l i i f , F-O" TOP AND BOTTOM BUMDING#8 1 1 = = L4X4X3/8 X O'-8" r WATERPROOF=ING AND DL�1`A1LS .� :� t � AT SHEAR WALLS B I I B B 1 B �•"a;� •� "� F , x * ` T_ R1610 INSULATION . �] I 1 MIN. 3/4" RE: ARCH. �j • 1 I SHIM 4 NON- 1 1 I/2 I I/2 SHRINK CPROUT i i V4 3/8" X 6" X 0'-6" INVERTED PRECAST 51MPG,aON A-35 CLIP ` 0 EMBED PLATE WITH '�' TEE BEAM RIM BOARD TO PLATES 3/4" X 5 1/2" X 1'-6" f .. (2)-3/4"m X _ 6" RE= TUNNEL PLAN RE= SHEAR WALL SCHEDULE 5A5E PLATE ` . + 4 • 4 # f: r DA.S. [� I FOR 5PAC•INIS I-JO1ST AT 4'-0" _i RE, PLAN - • 4 1-,101ST BI,.OG FN5 A S CTION —B a. Y 54 b I -� FA 6 E R A REe2l11REp SHADED AREAS DENOTE 2-O.11 in " " IT I HEAD R STRUCTURE CONSTRUCTED m FRAME ELEVATION � -�:��� UNDER SEPARATE PERMIT 2 6" CAST IN PLACE WALL SECTION J ` G E G T I O� I�l 10 W « - WITH REINFORCEMENT PER 3/53.0 3/4 1'-O" a I E a =�o FASTEN OUTRIFGER BAGK5PAN TO TOP CHORD WITH GLUE AND {2)-ROWS . 12 16d NAILS AT 1'-0" ® 2004 42140 ARCHITECTURE. IHC_ : 5/6" ROOF "- �� 2X12 OUTRIGGER AT SHEATHING OVERFRAME 2X12 BLOCKING RE: _ RE: ARCH � � � � BEVELED PLATE ARCH r „ EACH TRUSS WITH BACKSPAN EQUAL TO 2X CANTILEVER LENGTH 12 PREFAB TRV55 S.L. BEAM (RE: PLAN) y RE: PLAN RE= IS 2X12 BLOCKING H r ROOF JOIST RE: PLAN SIMPSON THA � WITH SIMPSON A-35 - WITH 5/8" ROOF WOOD OUTRIGGER w `'` , � � 3} HANGER AT EACH _ _ CLIP TO WALL PLATES 5HEATHiN6 SIMPSON A-35 CLIP (RE- PLAN) �`� � f _ TRUr7S `' _ '�"b - PER SHEAR WALL AT p1/TRIERS M r_- s a _ St } }3 f ¢ ` SCHEDULE wi �° _> r-JC x - n. ��Y--ci.=�t� �}r,i -t 7a �_ ,� - CLOSEST TO EAVE cam- � ' RE: PLAN. BACK- #u � ? f 4-O' _ SPAN OUTRICIOE W =� 2X CANTILEVER >; s � =r _ LENGTH d FASTEN _ TO TRU WEBS � j RE: ARCH FOR 5+5 ALl- '. WITH GLUE 4 (4) CEILING SLOPES SIMPSON H25 AT EACH TRU905 }f 12" LVL SUB-FASCIA (U-N.O. ON PLAN) 16d NAILS AT 2'-0" � ¢ A 1/2' PLYWOOD 5HEATHINtS r ' {2)-2X6 PARTY WALL FASTENED TO TRU55 ENDS { PROVIDE BEVELED BLOCK UNDER EACH DUTRIEa6ER WITH SHEATHING PER AND 2X6 OUTRIGtSER SUPPORT 6* f � # TOP CHORD BEARING O SHEAR WALL 56HED. 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PLAN I�(�TEpSS: R 1.MRE WINDOW_GIOR ELEVATIONS I �6-77 i I S E STp C p 1 L I ^ J 2.g�U N�pI NTOACENTERLIAR ASF n I 1s'-z" 84 I INDI�ATD. s" 3. 2Xfi AN 22X4 WALL WIDTHS A BUILDING 8 1o'-�y2° 15-By2 sy2" g 1 8 " GRAPHICALLY INDICATED (U.N.O co ��E GG 99 qq�� UPPER LEVEL PLAN 10'-Yy2" 4-1 IXTURES, APPLIANCETWAAb FF AS&. M 25'-11" 14'-1�2" 26'-7" 5.WPER TO SHEET A611 FOR WALL 4 fifi'-7y2" 6.5CHEDU� .SHEET A711 FOR DOOR v r N UNIT A 2 3 4 N UNIT B q)U�K!l LEVEL P LAN 06'AFP03.dwp A183 - ---- -J r 0 Y U U U 1 2 3 4 © 2004 42140 ARCHITECTURE, INC. p� Coil COPPER GUTTER AND DOWNSPOUT (RE: 3/A521) E, RANDAL JOHNS 1 84 - - coos A383 -- ___. 12'-4" 9'--11y4" COPPER RAIN 3'-23/4" W DNERTER DECK BELOW SNOW FENCE, TYP. :F\ 2'-0 (RE: 3 & 4/A536) Q cd SNOW FENCE, TYP. N ° (RE: 3 & 4/A536) DECK BELOW 612 q 6:12 0W 494�p A 0 I = COPPER GUTTER AND a / N \ w DOWNSPOUT W/HEAT I 6:12 II 6_12-- ,� TRACE, TYP. GABLE WALL BELOW _ f ` w — I {RE: EXT. ELEV.} \ I - — - —� �/ V D — --+ -------- D 1■� 2'_0" CHIMNEY CAP ¢ ` •tv J (RE: 3/A534) � w R 6:12 r 6:12 \ SNOW FENCE, TYP. hrl HDIL CHIMNEYS / I (RE: 3 & 4/A536) FLUES ARE SHIFTED N z OFF AXIS WITH `� r [�] O 6:12 CE FIREPLACE BELOW. I 1 _j 1 A531 TYP SEE SECTION DRAWING $5 FOR GENERAL PATH = 1 T I DESCRIPTION. V.I.F. I o T.O. RIDGE: IEL = 25'-8" O I I DECK BELOW -� to 85 r r N CHIMNEY CAP o _ r7� si COPPER CRICKET (RE: 5/A534) o GABLE WALL BELOW - - -- r (RE: EXT. ELEV.) 1'-04" OWNER/DEVELOPER v.I.F.� o �- ----I VAIL RESORTS — — I — DEVELOPMENT _ — c COMPANY h AVON,COLORADO) ARCHt7"ECe OF RACOAD I N O ■ Itj o It ° NIECTURE N Denver.CObWAb AS - T.O. RIDGE: EL = 25'-8 1/2" ( I � RP1H1 r` I � DEMN N = T `vF .�+�-� 1 A531 TYP. HARNWYOMMWY N N 41 SMUMMALENGINSER II '` I MONROE&NEWR1.L ENGINEBR.4,R4C i c[i a T.O. MAIN RIDGE: EL = 28'-7" C4 AvoN.caLORAna I;.i MECHANICAL W Pl I R7(Al ENCINfiB![ to (9 M-E ENIGIN SM%DX O Q p AVON.COLORADO ~' I to / I C1vn E*V.RQ 1eR s _ Q + ALPINB 1;NG1N nac N VAH,COLORADO co PROJECT'NUMBER 20900.00 I 1 6:12 A386 ISSUE REVISION DATE 6:12 6:12 _ WOOD S KES, TYP. 6:12 11 FINAL CONST. 01.03.05 1 t2 ADDENDUM 1 01.12.05 fl Ss — — 16 ADDENDUM 5 05.16.05 A.7 _ 7 = I 1 I 6 I k a I I I I •, I 6:12 m 6:12 I --- I 4 -On 4'-0" L- � "� I N I n COPPER GUTTER AND ROOF BELOW — — w DOWNSPOUT W/ HEAT (RE: UPPER I W TRACE, TYP. LEVEL PLAN) o Q SNOW FENCE. TYP. (RE: 3 & 4/A536) ,, o 84 A383 ROOF BELOW A381 a (RE: UPPER LEVEL PLAN) BUILDING 8 " " HQM ALL ROOF RIDGE ROOF PLAN 3 -0 s- N 25'-11" UNIT A 14 -1}�2 UNIT B 26'-7" HEIGHTS ARE FROM EL- W-0'. ro 66'-7Y2" X ro 1 2 3 4 L Y RQQF PLAN A184 N _ —_ -- - --- Y Y U Y 1 2 3 4 — — 2004 42140 ARLU9WTURE, INC. coto9Q E, RANDAL �- .lOH Oil 84 BEAM - -- --- (RE: STRUC.) 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EQ EQ _a A CE LING w SPACE -__-_-- ' LANDING ` A O BATH ARCEETFC[pARBG�ORD � Q I STAIR 10'-0" 2'-0 � BATH 2 A A LANDING— $jQFO1T --O" s *ARM �l OQFFOfT $'-D" Demror,Caiorado � EQ EQ I 8'-0' MJ%5TERYIANNEA 1�' W HART I HOWERTON n ® © NEW YORK,NEW YORK I BEDROOM 1 2'—O" 4'-0" 29-6`9 co BEDROOM 1 srn �ivRAr ENGWEER Lf EQ. 4'-0" EQ. "� MONROE&NEWELLENGV4EEA%tW I ` 91-O" ' AVON,COIARM O M MEC1UMCALEL8C1v1CftW4(R4 ER LOWER v ENTRY EQUAL EQUAL N ld-VENGR�uac (aJ AVON.COLORADO � F. CrAL ENGNt I I r " M JWIM ,M M 9'—O" STORAGE i LOWER 2 —6 MECHANICAL 8'-O" '� ENTRY 0 101-91, sn aui� " I " 9 —D PROJECT NUMBER 20900.00 81-0" 12 —0 f EQUAL EQUAL i c Q "9—.Z EQ� Q. 1 ISSUE REVISIQN DATE B EQ EQ 81'1-0" 86 8'-0" BATH 1 11 FINALCONST. 01.03.05 � MECHANICAL ® I BATH 1 A I ® A ,� ADDENDUM 4 04.29.05 1oFO� ® W ih 86 8'^0" I 10 --9"f ; EQ. EQ. 16 ADDENDUM 5 05.16.05 1,-7 : EQ. EQ. 1 N SQFFI,T A.7 i ® w 1 83 7 -0 iv 84 i Of — 1. REFER TO M/E/P DOCUMENTS FOR I I I FIXTURE TYPES, LIGHT SPECIFICATIONS, CIRCUTING AND ADDITIONAL 1 INFORMATION. A381 2. ALL CEILING HEIGHTS ARE FROM UNIT A UNIT El 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. I I I I 5. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN. I BUILDING 8 25'-11" 14'-1y2" 26'-7" GARAGE LEVEL i REFLECTED CEILING 66'-7,V2" PLAN 1 2 3 4 1 GARAGE LEVEL REFLECTED CEILING PLAN ��.9 -_ -- ti 1 2 3 4 0 2004 42140 ARCHITECTURE, INC. E. RANDAL 3 I I JOHNSON .7 84 A383 82 `S V Za wa Gr] A ,0 EQ. EQ. ® (�f� Ar� 2'-0" A ^ O I ® I D u N 10X8 DECORATIVE w FIR TIMBER, ° NOTCHED TO - N COVER STEEL u � i • FLOOR GIRDER ' t{ 14 1 f cy Z MASTER BEDROOM A _ W 0 A11a 1 „ LMNG ROOM DINING ROOM A385 =N I DINING ROOM LMNG ROOM 1 —0 I aloe I `o � 1 A10B Alai � � I to A385 9'-O" to FOR CEILING IN bi SOFFIT Or THIS AREA - SEE 10 -O y4" UPPER LEVEL w R.C.P. FOR CEILING IN 8x8 WD. HEADER EQ EQ w 8'-0" THIS AREA - SEE I (BTTM. TO ALIGN UPPER LEVEL OWNH1VMVELOPM 2'-10" R.C.P. 1'-8"1'-8"1'-10" ® TYP.)W/ OOR HEADER, 8'-D" a� ® `-10"1'-8 8" VAIL RESORTS 1a..1 tJ C '-1" o =N — — C DEVELOPMENT I _ o o O ° EQ. E EQ. EQ. COMPANY r / N _� AVON,COLORADO Ty , ARCHrrEGr OFRECoso M EQ EQ O 2'-O" 2'-0" o ® QF6IT , » TYP. TYP. 1. I R t j I MM. BATH Z -0 O 0 1 o 8x8 SOLID WD. 9Ffi ¢ A111 8x8 DEC RATIVE ''= 10*ARCA , I _ BEAMS, TYP. -- ---- - CEILING MBER 9,-0" N ecnllu • » DOMW.Colorado N _ KITCHEN SOFFIT I KITCHEN o,a HOOD - FLOOR A OVE eloi Mnsrt:ErlaNN�Ie 0 (RE: INTERIORS) I 3� " 2' 0" I p� � n w �9,-O» N P- I I T'I'P• CENTER FIXTURE FL rORABOVJE R HART HOWERTON IN COVE BAY, 2,-0» n NEW YORI,N=YORK - 8x8 WD. HEADER n TYPICAL 0 Or C-4 � U-1 MASTER CLOSET 9'-0"� _� . M (BTTM. TO ALIGN \ 4x8 SOLID WD. A1t2 ® 00 O TYPO E2'-O" MONROE DC AVON,COLDR&DO HE TYP. DOOR Q BEAM ® ®9.-O" x8 SOLID WD. B ;.� HEADER' C3 _ PER METERS. TY MWJV.NICALI$ECPBICALENG NEM TYP 2'-0" W EQ. 6'-0" EQ- } 8'-O» AVON.COLORADO SOFFIT A A SOFFIT AU INB BNGBGMI dG,W_ MAIN ENTRY E� N iy \ EQ. EQ. ® w MAIN ENTRY 9'-0" 92-on 1 PROJECT NUMBER 20900.00 _ I B BREAKFAST ROOM — » 4'-0„ EQ. �loa " BREAKFAST ROOM A386 i A106 2 --0 4 2 POWDER 9 —0 AS " ISSUE REVISION DATE � 12:12 11 '-1 " 12:12 = 8 -0 9'-0" 0 — - 11 FINAL.CONET. 01.03.05 E 1 J EQ. EQ. I � A I 15 ADDENDUM 4 04.29.05 o A386 E.Q. E.Q. —�.. A113 » - t 6 ADDENDUM 5 05.16.05 ® Q 9 -O /-CENTER \ — - POWDER A OVER \, �, I w N © A1a4 DRYER \ I N W 8o-O" �\ - — W A.3 A — — o� -- H G EQ. w EQ. WALL SCONCE 4 of SKI (TYP. 70 2) CLOSET UTILITY ARCH NOTE: 1. REFER TO M/E/P DOCUMENTS FOR " " A1a2 w stol' —.__ OPENING FIXTURE TYPES, LIGHT SPECIFICATIONS, 11 1 CEILING 9 -0 — - CIRCUTING AND ADDITIONAL 3 SLOPES) SKI —_�- " INFORMATION. CLOSET A 8'-0" 2. ALL CEILING HEIGHTS ARE FROM X102 — 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. N 1 N 5. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN. 84 - - ---- ---- - A381 BUILDING 8 25'-11" 14'-1y2" 26'-7" MAIN LEVEL I 66'-7y2" REFLECTED CEILING PLAN ro ID u L c0 E MAIN LEVEL REFLECTED CEILING PLAN r 1/4" = l'-0" ARCD1.drp lw A186 0 N Y y N U