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West Day Subdivision Lot 3 Building 2 (5)
- - �c 2004 42�40 ARCHITECTURE, INC. ��p�� QF �0(DA9O / O ! ^ �' E. RAR�AL ,-�-�'��_i / � / JONNSON / %^ �� 'i9 �---% � l/ �'� I � j� � c���s At���\�� �- / �z'a`�� � � � �� t_1 �< �,� _ � � / � s � �� �g S ~ � �m $�: F`1G ¢�� °� �YYf- C : / 1. 'it�,� �R .�d' � � � � �-���� �����, : � �� �r� �� � � �-----� ,-_�-% �s���. { ��'z �� w � i �,,���. �-�-�',�K.� : V j----�� % �~nr;� ��'n --�� - � ' � �v`"` `" ���'�� �` . � ["'� �' u .�- Y-�S . -v ' �� , / ��`' �- ° x -r.� O / '��'�� 43- 4��� '"� � ' .- ���` ; w ,,,a j i ��� t���� ` J ` ����� � / Y�.X �L.'rtL. -v �^aF ^ w / `�/ / � a!� S"_y u � � n4 � 94 J�hE ^ �� / s-----� BUILDING 8 -'=`-�� ~ Q �----� �-/ r /\ 0 % % u o1OS� �. . V J %� � . \ w � � � � � CREEK �-�_� -- \ o i�--� GORE �-�_i BUILDING 7 �. . �1 W � .�� �� .�' ._�-' S i��'`J i-�- _� x � (J ----�_ � �----�–'� •�' '' � W Q .� �_ —' -- ------ [�] �---� �-_ _'' -` /" '---� / .�./" .�os � ' � � � ���• i--�_�_ / . 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'�' � 'I� �.\• � n -� _ __,� _��;-���..���'���'��x����� _-�: .��.� . .__.--= n �;�; ,,,.�• �.._.i � ROOF LEVEL a a � � o � 0 � � ' A 3 3 1 SITE _ PLAN - ROOF LEVEL __ j SOO SCALE. 1 30 4 � V N �c 2004 42�40 ARCHITECTURE, INC. Building Area Tabulations Code Notes :- " .�� �F C�l� Residentiai (It 3) p��� Ga�ge (S-2) Residential (R 3) Parldng Garage (S 2) 6. Exterior Projectiana (Sect 704.2, 14063, 602.4 & 2302.2) ,,' S.`e. q9� Building No. Unit No. 1�pe Level Area g� 8 Area Buiiding No. Unit No. Type Levd Area g� S A� I• APPLICABLE CODES (PARTIAL LISTING): a� �� � be of Type N Const►uction o E- RA � 1 16 A Gazage 1704 Garage 16 & Stor. 730 Title � ��N�S��L A M� 1941 p, International Buitlding Code (2003) ��s� f. ` J�v A UPP�' 912 � B. International Mechanical Code (20(13) B. Specific Room Enclosunes & OccuPancp Sepmgtions �` l ��:,,:;c �. ���:... C,� Unit 16 Subtotal 4557 C. Internatiottal Plu:�nbing Code (2003) 1. P�king Garage (S-2) 0-hour Fire Barria (wheat sprinklered) �� ��, D. National Electri,:sal Code (2002) (Sect. 406.2.7 & Table 302.1.1) �� � C��% 1 15 B Garage i208 Garage 15 & Stor. 705 E. Intemational Fire Code (2003) 2. S-2 to R-3 3-hour Fire Barrier B �� 1�7 F. International Energy Conservation Code (2003) (Sect. 508.2 and Administrative Modifcation Request) G. International Fuel (�as Piping Code (2003) � B Upper 959 C. Corridors (fully sprinklered bldg., Table 1016.1) w Untt 15 Sabtotal 3514 Occupant Load Sen,ed � V Bnil�mg 1 Total gp�l 1 . S occupancies greater than 30 0-hour Fire Partition �J O II. BUILDING SUMMARY F� a 1+�1 2 14 B Garage 1218 Garage 14 & Stor. 761 6 6 A Garap,e 1704 Garage 6 & Stor. 1215 �►- Project Descrip aon. Olne Floor below grade: parking garage (S-2) � � Three Floars: 1� residentiai units 3 B M� 1357 A � 1941 �- � D. Vertical Fxit Enclosurea (Sect 1019.1) Q+ B. The allowable areas, types of construction selections, areas - B UPP�' 959 A UPI�' 912 �p�� � based on alternative means an� methods 1. Connecting less than 4 stories 1 hour Fire Barrier � A � Unit 14 Sabtotat 3534 Unit 6 Sabtotal 4557 through the " ' trative Modification Re��est based on E. Shaft Enclosutes (Sect 707.4) w �,,, Section 5082 of the 2003 IBC. For the purpose of �/ � 'O detennining height and area limitations the structures are l . Peneha ' between 2-Hour enclosure w/ 90 min. door U 2 13 B Garage 1208 Garage 13 & Stor. 802 6 5 A Garage 1704 Garage 5 & Stor. 1350 e��t� ���,. S-2 & Sepazation �y • - B M� 1347 A M� 1941 C. Mixed occupancy classification is proposed as non-se,parated uses Q � B U�er 959 A UPP�' 912 within e S-2 m order to determine construction classification. w Unit 13 SabUotal 3314 Unit 5 Sabtotal 4557 OccuPan�cY�sepazarions are not required except whene noted below. F. Fire Barrier Requirements (Sect. 70� w � � (Sect 302.1& 302.3.1) G. Protecrives R ts S ^ � : Bailding 2 Totai 7048 Bu�7ding 6 Total 9114 D. The building will be fully aprinklered "m accardance with Secrions Opening equiremen � ect. 715) 903.2.9, 903.31. 1 dt 903.4. H. Ilucts & Air Transfer Openings (Sect. 716 & Administrative Modification Request) v '� 3 12 A Garage 1 'I04 Gazage 12 dt Stor. 848 7 4 B Garage 1218 Garage 4 & Stor. 812 E. Highest ocxupied floor above the lowest level of Fire De�a�'�eM w � A Ma'° 1357 access = approx. 10'-6" R. Building is not a }righ-rise. (Sect. 1. Fire dampers ate required at fire walls, fire barriers, & fire partitions. (716.5) � � 1941 B M� 403. 1) - Fire and smoke dannpers �e requu�ed at shaft e�closures. (y16.5.3) �"� A Upper 912 B UPP�' 959 F. Allowable Building Height (Sect. 5042): I. Concealed S s Sect. 71 O Unit 12 3nbtotal 4357 U�t 4 Sabtotal 3534 � � � Parking garage (S-2) Unlimited 5.�. � residential (R 3) 4 stories / 60 ft, 1. Fireblocking not required in nan-combustible conshuction 3 i l A Garage 1704 Garage 11 & Stor. 820 7 3 B Garage 1218 Garage 3 & Stor. 886 2. Floor & Attic Draftstopping not required in non-combustible constnxction " A Mazn 1941 B M� 1357 G• Allowable Building Area (Table 503): � A Upper 912 B UPI��' 959 p�'�ng garage (S-2) Unlimited S.F. VI. FIRE PROTEC°1TON SYSTEMS I Unit il Snbtotal qys� Unit 3 Snbtotal �34 residential (R 3) unlimited � ��DeV� _ --- Bnild'mg 3 Total 9114 Building 7 Total �p6g � ���g ����, ��fi�� : A. Antomatic Sprinkler Systems (Sect. 903.3. 1. 1) VAII. RESORTS ��°Pa"`�' B. Standpipe Systems (Sect. 905 8c 2003 IFC Dry Manual Class n DEVELOPMENT Use Classification COMPANY 4 10 A Garage 1904 Garage 10 & Swr. 1161 8 2 A 1704 G '�t�� ( n AVON, coi.oxano G�e arage 2 �t Stor. 845 p�'lang garage (S-2) S-2 C. Portable Fire ishers Sect. 906 &2003 IFC Class � A Main 1941 A M�n 1941 residen6al units (R-3) R-3 A UPP�' 912 A UPI� 912 I. Conshuction Classification (Table 601): D. Fize Alann and Detection Systems (Sect. 90'7) °H"�`O1�� i Consm�ction ■ � , ��/ -- U�t 10 Snbtote( 4557 Unit 2 Sabtotal 4y57 Use Classifio�tion �. EGRESS REQUIREMENTS i parking garage (S-2) TYPE IA � M.arecn� 4 9 B Garage 1218 Garage 9 & Stor. 995 8 1 B Garage 1208 residential units (R-3) TYPE VB Garage i & Stoc 804 A. Doors (Sect. 1008) �' �� I B M� 1357 B M� 1347 7. Occupant Load Factor (Table 1004.12): ""�p� I $ UPP�' 959 B UPP� 959 !��,,„�.,,.,. Occ. L°ad F a c t o r B. S t a i r w ays & R a mp s (S e c k 1 0 0 9 & 1 0 1 0) � UW� 9 �7UIVWaa! vwuV�� USC: �g(j,��, Q� DSStGNAACIIII^'_CP I HART HOWERTON waw,vax,Newraanc Unit 1 Snbtotal � � � C. Exii AC� �l0of Egress Travel (to be included within the pernutt� i � 3534 3514 parking garage (3-2) 200 g� � ) Bailding 4 Total gpgl Bnilding S Total gp�l residential units (R 3) 200 gross travel distance) �.�� �_ 5 g A Garage 1704 Garage g & $tor. 975 HOA Total 1098 � D. Exit Doorways and Minimum Number of Exits (Seck 1014 & 1018) MO�OH���,no�'II'" p �n 1�1 S� � � M� � III. ACCESSIBLE MEANS OF EGRESS 1 . Two exits required, tlnce exits provided smcx�n�,�,8���,,r.a.,�� A UPP� 912 Stau 2 � Mech. 695 A. E�cit Stairway Width �.fiffi,r��,�,� nvm�, cw,oanno 1 . Clear 48" width between handrails not required 'm ful}y sprinklered E. Exit Access Travel Distance (Sect. 1015) Unit S Snbtotal 4557 Boiler Room 44'7 �uilding$ (Sect. 1007.3, F.�ccpt. 3) 1. Less than 400 f�t (Table 1015. 1) „��,II.,� Fire Command 89 B. Exit Stairway Areas of Refuge F. en and Rescue v,�,�«�nno i 5 7 B Garage 1208 e 7 & Stor. 984 Receiving Room 102 1 . Not required 'm fully sprinklered buiidings (Sect. 1007.3, Excpt. 3) Emerg cy Escape Opening8 Garag 1. Does not pertain in Group S-2 i B Main 1347 C. Exterior Area far Assisted Rescue (Seck 1007.8) rxo,iscr xv�$x: zo9oo.00 B Upper 959 �ei 24�� 1 . Required only where the exit di�harge is not accessible (Sect. 1007.2, Excpt. l) � ��R �Q��N.PS �sv� x�v�c�oN DAx� Unit 7 Snbtoffil 3514 Residential (R 3) 64648 Parldng Garage (R 3) 42071 ly, pqgKING CALCULATIONS A, Interior Finishes (Table 803.5) oa CONST DOC i Bailding 5 Total gp�l Total Total 2 pARKING SPACES PER UNTT x 16 iJNITS 32 i. Class C FOR PBRMIT �.zs.oa I GUEST SPACES IlV TUNNEL 18 � TOTAL 50 B. Veniilation (Sect. 1203) os/o6 corrsrnoc os.is.oa o� sr�c. 2/coxsr. os.oz.oa C. Lighting (Seck 1205) i V. FIRE RESISTIVE REQiJ1I�:BMENTS FOR PARKING GARACJE S-2 � BT�• 3/CONST. 09.24.04 � � ) D. Sound Tr�smission (Sect. 120'n 09 BLDG. 4/CONST. 10.11.04 � A. Fire Resistance Ratings far Building Construction �e IA (Table 601): � 1 . Structural Fra�ne 3_ � E. Energy Efficiency (Sect. 1301) io BLDG. 5/CONS1'. 10.25.04 I 2-hour (where snPF��S �f�Y) I F. Minimum Plumbing Facilities (Sect. 2902) ss Fuvnt cotv.sr o�.o3.os � 2. Floors (incl. supporting beams & jsts.) 2-hour 6A/7A/8A/9A/f0A/]I 3. Roofs (incl. supporting bearns 8c jsts.) ru�nr, corrsr oi.os.os I a. less than 20 8. above floor 1 1/2 hour i6 nnnm�muM s 05.16.05 b. Roof�vering (Table 1505.1) Class B I 4. Facteriar Walls i m a. Bearing Walla 3 hour, non-combustible � 0 E a b. Nonbearing Walls not less tl� that required by other H sections of the code � oc. Maximum Area of Exteriar Wall Openings (Tab1e704.8) � - (for a fully sprinklered btrild'mg, s�. �o�.s. �> C 0 D E A N ALYS I S � � & SUMMARY � 5. Interior Walls (Table 601) ° a. Bearing Walls 2-hour � � 1-hour (where supporting roof only) ' „ b. Occupancy Sepatation Walls: genetally not required except q as noted below i ; �. N��gWa�� s���s���� � �� R001 NOTE: Refer to Sheet R002 far residential (R 3) Code Analysis i � i 0 v U Code Notes Q 2004 42�40 ARCHITECTURE, INC. �.l ��� ��n�-� I FIRE RESISTIVE REQUIREMENTS FOR RFSIDEIVTIAL (R 3) ��"�-`., " �`� ,:�� �,� ' A. Fu�e Resistance Ratings for Building Construction Type VB (Table 601): �'s�� " � r ^. i� n ` _ E� t_ . .-_ . . _ � 1 . Structural Frame Non Rated � � ._ - . . , .; _ �,J . - - �. 5 .. , � . : .' . � a r..-,�� :: _;� L�=� 2. Floors (incl. supparting beams 8c jsts.) Non Rated ``'�� "� � ` �M1 ♦ ` 4��:� , 3. Roofs (incl. supporting beams & jsts.) Non Rated "<� �� -.�: - . a Roof covering (Table 1505.1) Class C Required, Class A Provided ' - 90 MIN. _ a. ��o� w� w = a. Bearing Walls Non Rated except as requir�i = (Sect. 704.3 & Table 601 & 602) V b. Nanbearing Walls Non Rated except as reqnired �"'J �"� _ (Sect. 704.3 8� Table 601 & 602) �� O a . . , .. ; c. Maximum Area of Exterior Wall Openings: � Q - . :I . . I i � U�protected where greater than 5 feet fire separatian distance per Table '704.8.� � ~ O . . 5. Intetior Walls (Table 601) (n Q � �. sr�rn�sm ' = a. Bearing Walls Non Rated w � �„� - FORDETAIS " � � � �.�y � b. Nonbearing Walls Non Rated � = x � V ; , ��,-0„ � B. Specific Room Enclosures & Occupancy Separations w Q � = 90 MIN. ��T��E 1 . Mechanical Room 0-hour Fire Barriez (when sprinklered) � x � (Sect. 302. 1. 1 & Table 302. 1. 1) , , � so MiN. C. Corridors (fiilly sprinklered bldg., Table 1016.1) V � _ - - OccnPant Load Served Ratin Z 1 . R Occup�►cies greater t1�► 10 0.5-hour Fire Partition w O � � - � 2. Exceptions include and are not limited to: O � ' - a) A fire-resistance rating is not required for corridors contained with a � 1� i < ' - � I dwelling or sleeping unit in an occupancy in Group R `� i u : i i i i i i � i � i � . . i i i i � D. Vertical Exit Enclosures (Sect 1019.1) � � II ; , _ , ° • � �� �� 1 . Connecting less than 4 stories 1-hour Fire Barrier , . . a e " � � � . I I I • � ' ° � • I I I I I I C� I 1! � t I � � �� � � h • 2. Exceptions inctude �d are not limited to: � . owxealnsvsuor� ' a) Stairways serving and contained witbin a single residential dwelling VAIL RESORTS I unit or sleeping unit in occupancies in Group R-2 or R 3 and sleepmg Q units in occupancies in Group R-1 are not required to be enclos�. DEVELOPMENT I � CODE REFERENCE SECTION ( UNIT B ) �� (Sect. 1019. 1, ���. 3> co�� AVON, COLORADO E. Shaft Enclosures (Sect 707.4) ���1,�,�� _ 2 AREA _ SEPARATION WALL AND SHAF,T 1 . ���g ,ess � 4 �� 1-� ��1� � � _ F. Fire Barrier Requiremen� (Sect. 706) ■ � � �,1 - � 1 . Fire Walls & Party Walls 2-hour rating M� (Sect. 503.2 , Table 705.4 & SecK. 705.3 excpt.) °81"°�� Ca1oiado G. Ducts & Air Transfer Openings (Sect. 716 8c Administrative Maiificatian Reqaest) °'"�`'�"� I Ftt� s�nRnnoN r�nr�cs D�N,��� 1 . Fire dampers are required at fire walls, 5re barriers, & fire partitions. (716.5) g�T � HOWERTON i �.rat Fu� rur�o wau. � � � � �. � � � .. � � � � Fire and smoke dampers are required at shaft enclosums. (716.5.3. 1) �,,�„��,�,I,�„ro� � 2-HR FYtE RATED WALL � � � � i � � � � � � � �� H. COIlC��I Sp1C83 �SCCt. 717� J 3�HR FIRE RAIED WALL �� � � � � � � � � i � � � � i i � siaucaiawmar,nuseR ( e[oNaoe a Namau,ta�aa�s.nac 1. Fireblocldng ��.�� � 2. Floor & Attic Draftstopping not required when fully sprmklered ,�u•,.,•r•• '��..�..r.. ffi,,� I M_H�,�.g.�� AVON,COLO&iDD with NFPA 13 system (se,ct. 7173.2, excpt. 1) II. FIRE PROTECTION SYSTEMS �� � - Q AIYINHHNGINH6NNG.ING � VAII,fAIqRADO W � A. Automatic Sprinkler Systems (Sect. 903.3.1 .2) 90 MIN. PROJSCT NUMBBR: TA900.00 _ B. s�ap�� s�� �s�c. 9os � Zoo3 �c nry �►,� c�s n I C. Portable Fire Extinguishers (Sect. 906 &2003 IFC Class n �ss� x�visiox nATe I 04 CONST DOC - _ D. Fire Alarm �d Detecrion Systems (Seck 90'7) I I I I I I � i � I C-i I k`� I �J I �I i� I E xoR rsx�x m.�.oa i ; � I I �II ' I I - I � I �i I �I I I-1I �I I I� I �I I H � os/a cortsr noc os.i3.oa i III, EGRESS REQilIItEMENTS I I �1 I I I �l I � I I -I-�-�III �I I �I I � � BLnG. 2/CONSr. os.02.oa Q - :: I � � I I I � I I � I ����I��� . . . -. . : . .. . . ...... .. . A. Doors (Sect. 1008) , , -. _ , . .. . _ BIDG. 3/CONST. 09.24.04 I ' 09 BLDG. 4/CONST. 20.11.04 � RESHEEfN&Dt e B. StaltWSy3 �$CCk l�� FOR DETNLS 10 BIAG. 5/CONSI'. 10.25.04 C. Exit Access (Sect. 1013) _ 1 . Common Path of Egress Travel (to be included within the permitted � �� coNSr oi.o3.os - � travel diatance) 6A/7A/8A/9A/IOA/11 ' _ to��. lvv. 90 MIN. FR�1 p(�p gp/� D. Earit Doorways and Minimum Number of Exits (Sect. 1014 8c 1018) �r�u. coi.rsT oi.os.os i �R r�r�nTror� zo� 1 . One Exit Requir� (Sect. 1018.2 note 2) i6 ADDFNDUM 5 os.i6.os I so MiN. E. Exit Access Travel Distance (Sect. 1015) � i. Less �mi 250 feet (Table 1015. 1) � _ = iv. o�x x�vm��r�TS I v r. . . . . � 9 ` ` ` ' A e (Table 803 ) . . . .. . . . _ Y: t a . . i-. E . . . . ., .V , _ ' '. . . . . . . _ . . .a • , , . Interior Finish s .5 Q � � ' . �r , i . ci�3c N �. � '.. •�. ' �QP O .�. � + �q, B. VCIIhZShdlt �.S@Ct. 12�3� a � t'�' !•' .7 • •,•� ' . I I � � � a , , " °� � _ h � � I � I i , i .: .. : : i:. � .. . ii i ��i i c. L���►� (s�. iaos> CODE ANALYSIS � � o _ . .. � _� � � - � _ . � a . . . � . . •. ` I I �� ,1, I I � ° . • D � 12 e i I� � I "� � � � � i 1T . .^ " � . " ' . 3ound Transmission (Sec o� SUMMARY ! y -I �_ , �T I � � I , 1 ���� � ' E. Energy E fficiency (S e c t. 1 3 0 1) I � o F. Minirnum Plumbing Facilities (Seck 2902) i & n O7 � I E FOR ALL OTf�R INFORMATION PETAINING TO THE RESID��DE RO O � � = C 0 D E RE FE RE N C E S E C TI O N ( UNIT A } ANALYSIS REFER TO THE ADMINISTRATNE MODIFICATION � � 1 AREA SEPARATION wALL AND SHAFT PROVIDEDBYROLFJENSEN & ASSOCIATES � � SCALE: t /4" = 1 '-0" �-ur-to V • " - � 2004 42�40 ARCHITECTURE, INC. DESIGN AND CONSTRUCTION TOOL FOR CONCEALED SPACES _ au ��a � ��i�aw�ur ar�ybr �a �abie �u� �uue ��aby ���, ��p,�� �f C(�(p�� e�ccept as indicetod below: � O Concealed Spaces Not R er Protection (2002 NFPA 13, Secrion 8.14.1.2 � equiring SPrinkl ) E. RAi�D�`L Method 1. Noncombush'ble and limited combustible ooncealed spaces wi� no combusdble loading having no JCH P � :�:;V ROOF axess shall not recNire sprinkler Pmtxtion- The spece sl�all be considaed a concealed space ev� �v '!' ^ COMPOSITE JOISTS � � � �h � � � far retum air fot apleaum. l/�, � � . Method 2. Noncombush'ble and limited combush'ble con�aled spac� with limioed acoess and not p�idiaig r`✓.J' \��, �" MIN. BATT INSULATION occuPaneY or sWrege of combusttbles shsll not requite sprinkler proteaion. Thc spaoe shall be (� ��C� � MEfAL FURRING CHANNEL - �� $ ��� � �� � � �g � � �� � � � � � a pl�um. � MANUFACTU E TRUSSES =� Method 3. Concealed spaces foimed by studs or joisfs with less than 6" betwe�tLe iuside or neaz' edSes of the r- FlRE SPRIN RED ATTIC � CEILING AITACHED TO f sludsorjoistsshallnotzeqniresprinklexprot�ti�. ReferenceDetei1sA18cA?J-. METAL CHANNELS Method 4. Concealed spaces fornned by bar joixts with less than 6" be,tween fhe i+oof ot floor deck and ce�iog � INSUTATION FIRE PROTECTION OF CONCEALE shall not require sprinklerprotaxi�. W CEIL.ING JOIS (BOTfOM CHORD SPACE NOT REQUIRED. FIRE STOP Method 5. Concealed spaces fozmed by ceilmgs attached direcfly to or within 6" ofwood joist canshudion V - OF MANUFAC ED TRUSSES) IF NECESSARY TO L.IMIT JOIST sballnotrequirespriakt�protection. ReferenceDetailB�-• � O CHANNEL VOLUMES TO NO Method 6. Concealed apaces foimed by c�lings attsched to compoaite wood jaist cwnstructi� ei�' di[ectly GREATER THAN 160 CUFT/CHANNEL „ • or onto metal channels not exceeding 1 m depth, pmvidad the joists channels are fit�bopped 'mYo rT l a volmnes each not exoeeding 160 fl' using materials equivalent to the web �nshuction and at i� fr~ 3�" of bau insulation instalied at the bottom of the joist channels vvhen the cei v� attached � �� C 1 CEILING SECTION DETAIL 3 �od � ��� �e�, �� �t �n� ��,��. �� �'�=. � Q o spaces entirely Slled with noncombusdble insulation sLall �t requu+e sprinkler 'T s Pmtechun. Mdhod 8. C�oealed spaces within wood joiat construction and composite wood joist oonstruction having W (n � CEIUNG CONCEALED SPACE n�combus4�ble insulation filling the space from the ceiling up to the bottom edge ofthe joist ofthe � � BELOW I NSULATION, • �f� fl�' deck, provided t�et m composite wood joist � the joiat cL�nele are � O SPRINKLER PROTECI'ION firesWpped into volumes each not eacceed'mg 160ft' to the fu11 depth of the joist with material x � V NOT REQUIRED eQuivalent to the web construction, shall not nQuue sprinkler protection. Reference Detail D/-. �T� A �� Mdhod 9. Conceated spaces over isolated small mama not exceedin8 SSft' in area shall not ra�uue sprinkler M�"� W '� FCEILING SECTION DETAIL �''°°� � x ,- SCALE: 1 " = t '-0" �_m_� Method 10. Concealed sp�cxa where rigid rr�terials are used and the expos� sut�ces have a fl� spread 76 rating of25 � less and the aoaterials have been demonstrated not to propagate fire in the foim in � wluch they are installed shall not require sprinkler protecflon. V � WOOD FLOOR JOIST Method 11. Concealed spaces in wlrich the exposed materials are constructe3 entirely of fuo-r�nt heated u O ` wood as de8ned by NFPA 703, Standard for Fire Retardant Impregnated Wood and Fire Retardm►t W � IF CEIINIG IS LESS Coatings for Building Materials, shall not require sprinkler ptob�tion. �y F.,� ` ' TFIAN 6' FRO�i OR M�d 12. N�ombust�le conc�l� s��s having exposed combustible insulation whete the heat content of ATfACHED DIRECILY TO the facing and eubstrate of the iasnlation materiat does not e�cc�d 100 Btu/8= sLall not ra�aiie O N OT U S E D ���, iFIEN �RINKI.ER ���� � PROTECiION IS NOT RE(NNRED. Method 13. Concealed spaces below insulation that is laid directly on top of or within the ceiling joists in an " WHERE tARGE R-FRAMED ��� otheiwiae sprinklered attic shall not require sprinkler protection. Refetence Datail F/-. COLD AREAS 0 R ON THE . ' '~- FLOOR OR ROOF JOIST-- ROOF, EMPLOY 7YPE ' Me�hod 14. Veatical pipe chases under l Oft2, where provided that in multi-floor buildimga the c�ases are 5re - AUTOMA7IC SPRINKLER S, , :`'� �� .� a t o p p e d a t eac h floar using materi a ls equi v a lent t o t he f loor cons t n t c t i o n, a n d w h e r e s�h pipe EXTENDED WITHOUT BEND�O ROOF = - ADJACENT FI RE C E I LI N G S E C T I 0 N D E TAI L �� � �� n° B°utces of ignition, piping sLall be noncombush�ble, and pipe penetrations ffi PROTECTED CON C E A L E D � each floor shall be pmperly sesled and shall not require sprinkler protxtion. Reference Detail G/-. ow,�aaxinsvs,�oes� WET SYSTEM IN WARM ATfI . , , . ;,, ;;.:° � SPACES WNERE OCCURS SCALE: 1 " = 1 �-0" A-DT-F'rot Method 15. Extetior coluunns under lOR' in area formed by studs or wood joists, supportiag exterior canopies x � , STUD WALLS W/ GYPSUM that are fully protected with a sprinkler systean, shsll not requine sprinkler protectian. Reference VAIL RFSORTS ( �. ..: �.;�: ' . � � �r � � � ��°`� WALL BOARD CONTINUOUS �1 � ' ( - TO UNDERSIDE OF FLOOR DEVELOPMENT L O�ER- ` "'"�: ^� = ' ���F DECK TO ISO(ATE NOTE: DRAWING BASED ON FlGURE 8.6.4.1 .5.t oF 2002 tsPA 1a SurrDNm WARM TfIC FR'°`ME TRUSSED � CONCEALED SPACE OVER ���� COMPANY TRU ED � Comppsite wood joist �ns�uction: AVON, CoiARADO � /7 �� ` �-- WAfiM A1TIC --� ISOLATED ROOM NOT �'�`�� � Prefabricsted, praeagincered wood joiat oonakucbed of sawn or laminated venxr lumber flanges ,�e�,m�cra,a�ccaw I � EXCEEDING 55 SQ.Ff., atong the tap and bottom edges of a single plywood or oriented strand board web. Sometimes SPRINKIER PROTECTION NOT -� referred to as I jmsts ar TJPs (Truss Joist I shape). , , ,, ( ., •�, ;� ' � , WET SPRINKLER LINE ` REQUIRED ■ � � , Firc netardant taeated wood (FRTR�: � Wood that u6lizes pressure impregnated creatm�ts tlmt reduce certain buming chaiacteristics of the � '' � . ` CEILING FRAMMG ' wood. To comply, the wood shall be ri�eated for fire retardance ia �ce with tho requiremeats of the Americau Wood Preservers' Associatioa Standard Cl, All Timber Proaluc�Preservative o�`. �oiado , __ 'LESS THAPI B` � • OR GRFATERL--� TYeatmeirt by Pressure Process. es modified in NFPA 703. The waod shall comply with NFPA 703. Mns•ree eu� � - - - ---- --------- ------- -------- - r- {SOLATED SMALL ROOM NOT ` BETWEEN NEAR . BElWEEN NEAR LimitedCombuah'bleMaterial: 4 I EXCEEDING 55 SQ.FT. EDGES OF FRAMNG EUGES OF FRAMMG DfiSIGNARC�LL'(8(.T � �� A building consauction material that does not comply with the definition ofnoncambustible materiel i C EI LI NG SPACE, t� SPACE, SPRINKLER tbat, in the fam in which it is used, has a potential heat value not excecdiag 3500 Btu per lb, and tLat HART � HOWERTON � Nswmatc.i�ewiroe�c ' SPRII�(LER PROTECfION � camPlies with either of the foltowit►S. (a) or N). Materials subject to incmase in combustibility ar � PROTEC110N REQUIRED flame spread reting beyond the limits herin established through tha effxis of age, moiahue, or othea � REOUIRED atmosphe�ic condidon shall be considered combustibla (e) Materials having a sttuchttal � of srec�w-sac�e xoNace a a�wau.eiacrt�ee.s,uac J COLD OVERBUILD CONDITION CEILING SECTION DETAIL CEILING SECTION DETAIL ���`��°5 ro��n°� �e����s�; ���`� ��n� � SCALE: 3/8 - 1 O A-DT-iP09 � SCALE: 1 ° = 1 '-0" A-DT-FPoS A 3 SCALE: t " = 1 '-0� SK-A-1 �8?. bevin8 neithe�' a fiame sPread rating 8reat� than 25 nor evide�ce of continued progressive x-$aNCn�.s,n�c I combust�n and of such composition ihat surfaces that would be exposed by cntting thmpugh the AVON, COIABADo WOOD JOISTS OR �� � �Y plane would have neith� a flame spresd mtiug grester than 25 n� evidence of ���� I COMPOSITE WOOD contionedProgressivecombustion. �vgen,co�w��noo'�' � JOISTS. WHEN �°�� a��' + � COMPOSITE J015TS ARE Where aocess may be available and small, however, the space is not used for storage or far pROJIICT' NU1�ER �900.0o ( USED. JOIST CHANNELS occupying. Space muet be viewed as not capable ofbeing usad for storage or o�upying. SHALL BE FlRESTOPPED Noncombush'bleMaterial; � INTO VOLUMES EACH EXTERIOR COLUMN CONCEALE A material tLat, in the form in which it is used and under the condiHo�ns �ticipeted, will �t ignite, �� ���ON DATB ' NOT EXCEEDING I SPACES SHALL NOT BE FIf�E 160cu.ft. TO THE FULL bum, support combusflon, or release flammable vapots when subjected to 5re ot }neat. Materials that j SB FINAL CONST 01.03.05 SPRINKLERED. PROTECTION DEPTH OF THE JOIST are reported as pessing ASTM E 136, Standard Test Method for BElravior ofMaterials in a Yerliaal i SHALL BE PROVIDED FOR BY WITH MATERIAL T1ube Furrtace at 950°C, shalt be considered noncombustible materiels. 6A/7A/8A/9A/10A/ii ONE OF THE NFPA APPROVE EQUNAIENT TO THE WEB METHODS (2002 NFPA 13, CONSTRUCTION. Fl-OOR JoIST Noncombustible insuletion: I SECTION 8. 14. t .2) This must be approvefl by the authority having jurisdiction (AHJ). There � not a listing for s�]► FA7AL CONST 01.03.05 BOTTOM EDGE OF JOIST insalation and the AHJ hol� the answer to acceptance of product to be used. Q ADDBNDLIM 5 05.16.05 COMBUSf1BLE WOOD FRAMING, • � �y��my� �on,q�tipp, I � FlLL SPACE FROM IF LESS TW�N 6 , CEILING TO BOTTOM EDGE �„ SPPoN(I.O2 PItOIECfION Ceileilin�g or mof joists canstructod of finished wood members (not oonshucted of plywood or bar webs). OF JOIST WffH W IS NOT REQINRED. NONCOMBUSTIBLE � INSULATION. SPRINKLER > �� �� � Creek R�idtnces Pro�ect Area Application ofPof�ntial - OD CO PROTECTION NOT Balow is a list of ffie areas on this proj�t where fhe above fitteen (l5) methodv of REQUIRED. concealed spaces not requiring sprinklex protection could be applied CEWNG JOIST Methodl. Roofoverbuitda�ees Method 2. Attic spaces, Roof ove�uild meas. CEILING Method 3. Spaces between floois, int�stitial spaces, spaces betwe� ceiling aad mof. Method 4. Not appliceble as thene are no bar joist4. H EXTERIOR COLUMN PLAN DTL D CEILING SECTION DETAIL A2 CEILIN � SECTIDN DETAIL Me�thod5. Spacesbetweenfloois (especisllybetw�nmainlevelandupp�level). Method 6. Theetre arees as �ct of an upgrade package (where rr�at cLanneI may be usedj. SCALE: 1 1 -0 A-DT-fP08 SCALE: 1 1 -0 A-DT-FP04 SCALE: 1 - t . -0 �-or-Faot Met�d 7. Roof overbnild areas, atric spaces, betwe� floors (above bafhrooms). Method 8. Betweeu floors where 6" cannot be achieved, auic spacas, roof overbuild areas, above bathmoms PIPE CHASE < 10 SQ.FT. AND CONTAINING N IGNITION SOURCE. ALL PIPING SHALL B � ����� � � NON-COMBUSTIBLE. FIRE STOP AT EACH FLOO Method 9. Spaces xmellerthan SSft' over bathrooms, cl�s, and powdar moms. The space ebove these morru s USING MATERIALS EQUIVALENT TO THE FL�O must be sepazated from adjacent azeas. i � CONSTRUC110N AND PROVIDE PROPER SFAL 0 Method 10. No real application viewed due to orientation ofuse requitement « ALl FLOOR PENEfRAl70NS. CHASE REQUIRE Me�od 11. Attic, crawl space, mof over&amed areas, betwear $oois. a NO FIRE SPRINKLER PROTECTION �F � � s•. � Method 12. Not applicable to project as concealed spa� me combustible. _ F SfUD WALL S�� �� � �T Method 13. Onty applicable if sprinkleiing attic spaces. o COMPOSITE JOISTS ; NECUESSARY FIRE BLOCbNG Method 15. Cotumna Pl� c� � N o i N S U U i-n o w R E Q U+�E O � �h� � t� ae�x�. CONGEALED SPACES � FIRE PROTECTION OF REQUI�IfS PQt 6C MII�N SPACE �S CONiINWUS �noa� Wh� ��ea �� � � ��, nuc�a� s�;�t� DESIGN 8� a MECHANICAL/ REQURED.�NOEVOLUME StUD WAl1 THROUGH FLOOR CONSTRUC(ION �g��Residen�oproject��S�t � onl�yy�sq 'b�t�Wl CONSTRUCTION I ( ) Pmtected whh and-fi+eeDe suwmatic sptinkler ayst�s, 16 T��..S i n PLUMBING PIPES, LtMITATION FOR JOIST ShucUtres tmits ane to be & TYp, CHANNEL. � CElL1NG ATfACHEO �� �� ��u�n�fover-fiam� areaswhenneassary � DIRECTLY TO � _ o C0�IPOSITE JOISTS � E Roo3 3 � G PIPE � CHASE PLAN C2 CEILING SECTI4N DETAIL A WALL PLAN DETAIL � y � SCALE• 1 1 -D A-OT-FP07 � SCALE. 1 1 O A-DT-FP03 �i a � SCALE: 1 � = 1 '-0° A-DT-FP01 � �- i / Qc 2004 42�40 ARCHITECTURE, INC. � // / � � / ,�� 0� C0�09 c,�p '�O � // /� \ O � / � � E. RAIVDAL / JUHNSON i / �'� �? /� � l ��� � i��w � � � �'`!'fD RES(OENTUIL — BL� 4'� � // � Occupancy Type: R-3 � / ° ` i / / 11, 7 � . /� � � ��� W . � " � / � \�OA � / _ � RESIDENTIAL — BLDG 3* // � / ��'.�. W O Occupancy Type: R-3 � � 4y �i � BUILDING 4 � Q� _ . � � ` ' � \ C� A '� w H � ��,E . , �---� , �/ � o RpPER�' `� vN� � ♦ 9 7g f r � . i ^ RESIDENTtAL – BLDG 2* � �/ ' , v��pNis�g/ ��'G �' 7� O FEC-3 w �� ~.y Occupancy Type: R-3 ��� \ yF` �,j.� W � ..��� O Y� � � � � A�0 FEC-3 � �i{ � UNIT i t .o� � � � � � � RESIDENTIAL – BLDG 1 * '� '� I-� BUIIDING 3 �y� O w O � ` F � H Occupancy 7ype: R-3 '� + ' 0 Q a � _ � � r . � '' I I`r � 3„ � � O i� G 9L 6 . r � � �� � ' r�, 9 �5 V ^ � � Q � NG G � '� ' UNIT 13 �� FEC-3 O � FEC— t � — � � \ � � , �� � 1 � t 9._g" BUILDlNG 2 �p �C— D � , ocvNax/nEVarorBa � � � 9> 5 � 5, UNIT 14 G o � � ' � ' KNOX 80X FOR FIRE DEPT. VAIL RESORTS y y � � � ACCESS AT BOITOM OF STAIR DEVELOPMENT I � N t^ \ (/� — � � � / _ - �lI-� 1� � ' � � � / � . BUILDING 1 � — ,� � / / A O ,� g�ADO � � � UNIT 16 � , � � � � excr�rrscroansconn ; I � i` � �„ � '� f sHC- � / �� � �,J f � 1 M � FE �j • � ' STAIR 1 nacrrt�nmE � ` 1pE y F D C W I T H H O R N d e S T B E � ao� I ON SITE ` Occupant Load: 70 I C � � T r a v e f D i s t a n c e= 1 9 6' ` (RE: FlRE PROTECTION DWG _) -t� � Door Exit Width Req'd: 10.5" xrnsrn�ce,.u�u�� � i � � (<400') ,`-p ` 0 Door Exit Width Prov'd: 33� DffiIGNARCHIT6C!' � , �C— ' �. � � O `O 5tair �dth Req'd: N/A Ht�RT � HOWERTON � � F E – � � � Stair Width Prov'd: N/A NBavvo w c,r�awroazc I 'o� ,� � � I ' FEC— t ' '� + �� , MoNSOSeN�"e m��s aac Q � Q 8 '' '! AVON. COLORADO ' Q '� �� '' ' �'' N . , �(,�,Rlsrvimrr�r.BNGA1PliR I I Travel Distance=207' �fi�G��� AVON,CAIARADO STAIR 2 SHC- 9 /FE � � (<400•) � , "4II'B"�''� Occupant Load: 70 � ' I '� „ �' ` I ALPIN6 ffidG1N�RIIdG,IIiG VA1[, COIDRADO Door Exit Width Req'd: 10.5" � I + Door Exit Width Prov'd: 33" ��- 1 ,� , PROJBCENUMBfiR ?A900.00 - Stair �dth Req'd: . N/A ' � � � � Stair �dth Prov'd: N/A � � � , � ISSUB RFiVISION DATE ( ` 04 CONST DOC � - PARKING TUNNEL 1 FORPEi21�IIT 0723.04 � ' Occupancy Type: S-2 , OS/06 CONSTDOC 08.13.04 I 07 BLDG. 2/CONST. 09.02.04 Occupancy Load Factor: 200 SQ. Ff./OCC. � I ` � T[JNNEL R6V. (19.10.04 I 7otal Sq. Footoge: 42,071 SQ. Ff. FlRE SEPARATION RATINGS � Occupont Load 212 OCC. � BIDG. 3/CONSf. 09.24.04 � 2 Exits Req�d (3 Provided for Exit Access) 1 , 1 –HR FIRE RATED WALL � � � i � � � � � � � � �r � � 2–HR FlRE RATED WALL � � � �� � � �� � i �� i i �� , 09 BLDG. 4/CONST. 10.11.04 ` � � 3–HR FIRE RATED WALL � � � � � � i � r � � � � � i i � , 10 BTDG. 5/CONST. 10.25.04 / ✓ � FINAL CONST 01.03.05 � ♦ ' , 6A/7A/8A/9A/l0A/11 i , FINALCONSP 01.03A5 * NOTE: ALL RESIOENIIAL BUILDINGS AR I / ASSUMED NOT TO EXIT THROUGH GARAGE. , 16 ADDENDUM 5 05.16.05 I I ' � , � m / , E < � � ! , � I � / , CODE � � � , � � $ � , , REFERENCE � P / o � . , BUILDIN SN 1 -4 i p ` GARAGE LEVE� i N % � CODE REFERENCE PLAN � o � GARAGE LEVEL -- BUILDINGS 1 - 4 `�?�r�� , ' � 1 SCAL . � _ . .. AFPGt � R101 ; � � E. y /� s _ � -o N � o - � . Qc 2004 42�40 ARCHITECTURE, INC. � RESIDENTIAL — BLDG 8* � pF Cpj� Occupancy Type: R-3 h,`Q,� �,� E. RAf�'pAL Ji)i-iN�C;J � ��c�F - • � E,�,=. . _,/.-r � '` ��' � �SF � A1:C�1 ./r_ �. ` � .�1/ r , � RESIDENTtAL — BLDG 7s �� ' _ o V Occupancy Type: R-3 ' /i � ' � 7 E �G�� � /' � ' � ° ° � w a � � ' � � �? , � � , � q o '�' � � � 0 BUILDING 8 � rr1 �/� RESIDEMIAL — BLDG 6�` � rr~ E � I A � VJ , ,, � W O Occupancy Type: R-3 � /i � � \ 9 7y Q � � O " UNIT 2 � `,� . V � Q . RESIDENTIAL — BLDG 5s � � ' � 9 7 ` � y � � ^ Occupancy Type: R-3 /� � �''�' � � G � � � .� /�A ' �a O � FlRE COMMAND � � � _ : � �/� � ,�O BUILDING 7 -o� � �C-2 CENTER � � " " �.'� 9 cj ��� o,a , KNOX BOX FOR FlRE DEPT. V � � � � O ' . ��� � FEC-3 FE —3 A ACCESS AT TUNNEL GARAGE O ' ' '' g 7y UNIT 4 �. � � ENTRY DOOR ' ' w 1�1 � � \ � a /�� � �`�' Z� I � � /� 0 �sG Y /� � � �o � � �`� P� ACC�SS On � ` ��,o C� � � p F\RE 1p � C�/ . �0�. , � � „ � � BUILDING 6 \�.� ' � FEC- 1 3y� �3 � ♦ � / N `�tc` � � ' � �( �'/ � / �1 �� C � � � ow��snroavar.orse I / ' PC,� i i 9 � y " � ' �11 O � � � VAIL RESORTS � 5� \ 9 �y _ � I � • ,o g���� / ` � ,� � "" � ♦ � DEVELOPMENT � s� ^ � i COMPANY ' � i / G�'ta �C_3 � ' , , AVON, COIARADO I - �� 'o�o , � ' � SHC- 1 /�E FDC WITH HORN dc STROBE \ �Q°�OFk°0D8D � BUILDING 5 '� FEC-3 �► ON WALL ABOVE �� � ` , � � (RE: FlRE PROTECTION DWGSJ , � ,1 �'Ji ` � � � � � ` Gy ~ , � � � REQ'D EGRESS ,ucwrccnn� _ G�i\ UNIT 8 F � Travel Distance=208 �O ` ` ♦ (<400') //� � nemre. cao�mo q � y � r� Occupant Load: 70 \ . �oq � � � Door Exit �dth Req'd: 10.5� \ ��pu� ( c� e � � Door Exit Width Prov d: 33 � q, ` /�, O ' n���,xcwrac.-r �1- G �� � fEC-3 Stair �dth Req'd: N� HART HOWERTON I y� �y � FEC- 1 Stair �dth Prov'd: N A , N�����Ya� ' V � ' Trovel Distance=303' � I ' � ' � (<400') \ uo�aar�mwm.,.�n•x \ C � ' AVON.COIARADO i ' ` 1ffiCElATllGAi.818C11tIC�I.FNGItJPPIt i O ' M.SBNGINHBR5,P1G AVON,COIARADO . � ' ' ' . �e COIARADO � � � , SHC-1 /F� I I � PRO)ECE N[R�ffiER: 20900.00 � ' � ISSUE REVISION DATS " Q ' � 04 CONSf DOC _ � � PARKING TUNNEL � F�RPERMIT 07'23'04 � � Occupancy Type: S-2 � / OS/06 CONST DOC 08.13.04 I ' 07 BLDG. 2/COIVST. 09.02.04 _ ! � Occupancy Load Factor. 200 SQ. Ff./OCC. � f � Total S Foota e: � T[JNNEL REV. 09.10.04 I ' � 4• 9 42071 SQ. FT. FIRE SEPARATION RATINGS � Occupant Load 210 OCC. 08 BLDG. 3/CON51'. 0924.04 � 2 Exits Req'd (3 Provided for Exit Access 1 —HR FIRE RATED WALL � � � � � � � � � � � i � / ' ' � . ' 2—HR FlRE RATED WALL �� � � � � � � � � �� � � �� 09 BLDG. 4/CONSf. 10.11.04 � _ / I I3—HR FlRE RATED WAIL � � � � � � � � � � � � � � � i � 10 BLDG. 5/CONST. 1025.04 � FINAL CON5I' 01.03.05 ` , 6A/7A/8A/9A/IQA/11 / / FINAL CONST 01.03.05 / � ASSUMED NOT TO 'EXIT THROUGHINGARAGE. 16 ADDBNDUM 5 05.16.05 i I I V i � I� ' 1 N V N N � CODE 0 ; � REFERENCE � PLAN � BUILDINGS 5—$ ; o : � o GARAGE LEVEL E :� CODE REFERENCE PLAN y�. � = GARAGE LEVEL - BUILDINGS 5 - 8 �_` R � OZ ' 3 � 1 SCALE: t /16" = 1 '-0" Avrct N I Y - � � �/ � ) r Y � � �� " � � r � �� � Uj Qc 2004 42�40 ARCHITECTURE, INC. O RESIDENTIAL - BLDG 4* � O p�� OF CQ(09q � Occupancy Type: R-3 OO � O� �1 �O � � / \ E. RANDA O ♦ i . � � JQHN � . �,.�,� `t.. � RESIDENTIAL - BLDG 3�' - � O � � �, �, . � l/�,� � = Occupancy Type: R-3 � � � • o I �d�j'�- A C��\�� O O �� . '1 � . / � . • � 1 -,y � . � � / . o , / � . cn RESIDENTIAL - BLDG 1 * O � '�s w � G - � � � O Occupancy Type: R-3 RESIDENTIAL - BLDG 2• ^ O �l� / �F� � V � Occupancy Type: R-3 U� � O O ♦ pRpPER� �j i � -o�o • z s � � • A� - � O . , O � / eV\ \ ' � � � � O �� ' o BUILDING 4 �� • • � . ' ti``� � ~ � O - rr� ^ � � • Q �J • O • • ♦ W � � 8 0 � � ' � � k ° / ` ' � �' 9 'y ° U . • • . � • � V -----1 � � s � - � . y� 9 � � , • � � � �-" I / G � � ' ' w A �. � • � �� • • � � � . � •� I • / � • • + o . !l�IL14 � • w W ►� . A , g � � � x - I � O - � °qF • . . . . • • , � r � , V� . . � . . . v z -J - � � /- BUfLDING 3 �y � , � O � � _ , I • ' • F • ; � f..i I � � + • (�• . 3-HR FIRESTOPPED • � �/ F„� � � - , � �y7� PENETRATION ZONE . � • + , ' O ' • . . 5 • ♦ . . . � �- � � - . o . . - � � - � � `� � �- . - .. • �NG � . . • __----�-��'' _ _�-I - - • • ' � � �� 9 �� • • _ , . REND RE PROTECTIONNDWGSN / / • . . � � p � _ ( / _----- I 1 ., 9 75 / � () � g'>5' 9•75. BUILDING 2 �� � • UN T 2 • ' , . ' • • . ' / � � , � ��( 1 ' � . . , , . , i I owr�Vnsv� � �J/ ° �� - � • • ' . , • • • • • • • � � . KNOX BOX FOR FIRE DEPT. I VAIL RESORTS - � ➢ � ♦ • ' ACCESS AT BOTfOM OF STAIR � � . N ?� • • • • � DEVELOPMENT __ _ I � � •_¢ BUILDING 1 m � CO��Y I )5, o N�IT l.3 • • • ° ; � . AVON, CAIARADO � � / >..; ,� z� .- � 1 � N 1 • • • • \/ � £ n � � AACkLTEC[OPRECOFD �- _ _ � ' � ��s�i � � • . '. �� _ y� .� �'�` � n'=4 � � i �-� I � � � • • 3-HR FIRESfOPPED // • � � �� Y -'" � ��' ' � � , � • , ; PENEfRATION ZONE / � � � � �,I ' � m � . � // FDC WITH HORN & STROBE EX I STI N G � Den�• �a0o , � .. • // ` - � ' � , • , � � / - ON SITE WALL ` ' � � UNIT 6 - = - • • , .l� RE: FIRE PROTECTION DWGS.) -� �, ��. MAR R I OTT F i �T�� 1 � � � C� _ ` � ; e • • �� -�' � � � o t � ��: PARKING , D��,� , • � • - • � . � ; k ; � �- ; , ` ' � ' O : ° � ° �F ��"� STRUCTURE ` - �'RT � HOWERTON ' � F a - � : � , � ' tn 'S' � ;� x .:�°„�� ' t��, a�swxon�c.r�aw�c t _=, � `G� ; £ : � `� ��' . • • . � . _ : . . � . ♦ • . �F RE PROTECTIONNDWGSN ♦ . � �� � .. a ���� , ,� � �i�-,`? I, . e '� .t ; 4 �R� _ . ` x , .-�.- „j- r +' �. : � i T �y_ � �. Y�� \ :? # 'b}fw4 - � ' . L �6 'f4 G _...F 3 h --:. 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PLAZA LEVEL � � .�..� r � 4�. �«: ,: w I N CODE REFERENCE PLAN ; E 1 PLAZA_ LEVEL - BUILDINGS 1 - 4 � R103 � , i, 6 , o .; � N ` <� Q'( 1 . �, F-r,� �� Qc 2004 42�40 ARCHITECTURE, INC. ��� �F � — RESIDENTUIL - BLDG 8* ` `�, G 0 R E C R E E K / Occupancy Type: R-3 h � ��P,�� pF C p�� qQ 9 - -�-�� �" O i � ` E RARDAL / '� JChIySCN � - � �' :� � � _ �v.W � . � � \~���� _ `� i�, � ��G � ( � . � - � . �� - ' � O � ^ �� � RESIDENTIAL - BLOG 7"` � �( � Occupancy Type: R-3 � r/ / O O I ' • . � . - � [""� / . � - � �— ♦ O �. o • � a � � . � � - / BUILDING 8 FIRE COMMAND • Q� . • . o CENTER BELOW � Q O . � ♦ n � RESIDENTIAL — BLDG 6* • • • • W E }�.� Occupancy Type: R-3 � �5 y O • • •• • I � � � • � � O �/ • •• � / v ' • . / • . C �1 V RESIDENTIAL — BLDG 5• ' � � • �� �NIT 1 � � � •, ' � � Occupancy Type: R-3 � � � G . . � /� � • � � � ` . ' A w Q ..y 9 O �O • , � �T� Q� t� . � BUILDING 7 'o� • �\✓. • • !^ � � I ' � � �' � ♦ 0 �-o C�• NU IT 2 , ` ' . � ,� KNOX BOX FOR FIRE DEPT. ^�. � � � • 0 7y � �� �J-� • � ACCESS AT TUNNEL GARAGE �j (� ♦ � � . �J " • i J . • � � ENTRY DOOR i i `/ z i � � • � � �Tl O 0 i ' y(� • • ' • � �r 1�1 1�1 . � _ . . -�,s�� �1NIT 3 • , . _ ; \ i�E o p� P�CESS a . , . • ' O � � � � �o �11:L4 • � - • : \ F\R \ 1 �� O � �o • � .� , • • �• : , : _ ;. : • � � BUILDING 6 A . . c^� 3—HR FIRESTOPPED ' . \ (•� � / . � - 'v�J � � � � o � '� � . GZ . , ::. . - _ ' . � i PENETRATION ZONE : .. ,�.� �. • � • . . . - ' O P� ' °� �g ` • • • . � . � ' � O P � • � i ' NIT �/ . . : . � / i / �NG `' � \ -�, 9 �11 ' : •. • • 3—HR FlRESTOPPED : � i _ owNawuavewrm� � Bv\ � J�G -�5 . ' : . I. - .. � • � O -. _ . . PENETRATION ZONE �i VAIL RESORTS �p � � �� ��� ♦ I a � , • � DEVELOPMENT � -o� , � : . . � . , • � ii � ! C�MPAI�Y � � i � . � • • • O,o � , �� STANDPIPE HOSE CONNECTION � � ; AVON, COIARADO �,/ t" . �• ` : _ ' . � � RE: FlRE PROTECTION DWGS. J � o � t _ _ � ( ` � BUILDING 5 � • � ' � � ��-TOP�O� � � � Gy • � � FDC WffH HORN & STROBE � F . •• . • (.� . ' ON WALL BELOW \ I � . � I � , l ; . • � � �7.� (RE: FIRE PROTECTION DWGS.) � . � � �,I � . O `-'LJ ! I � . . ' �� �� � .�1d— � � � � , • \ , i �o+rtr�une _ � .y� �'I y , • • • • \ I oam�. caaaac I � -� i � . . . • � � . ' • . / i I � • . G� I , ; unsrsar�ea i �O . 'o: . . _ _ . � i nssccrt.�ac�at�cr / • . � �a 'O� • ' . , • � � HART � HOWERTON � �A � � � : _ :: .� :-: � '. . � �:.. �: " , � \ � NHWYORK.N6WYORK � FPj� � 3—HR FlRESTOPPED I STANDPIPE HOSE CONNECTION � � , , � - , PENETRATION ZONE . � �� • , ' � , : , (RE: FIRE PROTECTION DWGS. � M�$����� . . . � . yF � , � � • • , � • • � � \ � nvo�.r.cor.oxnuo � i � _ .. . _ . � ! ' . � � . . • • O � NeGItA1�iGALBIIC[RicAi.TiluGWF�SIt - I - � . � � M-HENGIAI�9F.1NC j AVON, COIABADO , � - � � / . I CIVII.E�7GIIJ�R � ' ALPINS@IGINH6BING,WC. � • ♦ I � � � VAII.CAIARADO _ / � • � � • � . � • • . . / • � . � � . � � , � i PROJSCT N[JIrIDBR ?A900.00 •� • ` ' ' ' , ' ' ' � / • • � - � 3-HR FIRESTOPPED � ISSUE REVISION DATS - � PENEfRAT10N ZONE / � � I 04 CONST DOC . / ' ' . / I FORPERMPf 07.23.04 . , � / / O • � , . - i � OS/06 CONST DOC 08.13.04 . . . _ � � � � � � . / - I I 07 BLDG. 2/CONST. 09A2.04 • � • � ♦ I � TUNNEL REV. 09.10.04 / FIRE SEPARATION RATINGS / / , � t -HR FIRE RATED WALL � � � � � � � ' � � � � � i 08 BLDC. 3/CANST. 0924.04 / � I � 2-HR FIRE RATED WALL �� � � � � � � � � � � � � I � B�G. 4/CONSf. 10.11.04 , • � i 10 BI.DG. 5/CONST. 10.25.04 • , j � � 3-HR FlRE RATED WALL �� � � � � � � � � � � � � � � � � I � FINAL CONST 01.03.05 . . 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S/CONST. 1025.04 � FINAL CONSf 01.03.05 6A/7A/8A/9A/10AJ11 FINAL CONST 01.03.05 - I6 ADDENDLIM 5 05.16.05 4 v E E a n � SITE GRID � REFERENCE � P LAN � a BUlLDINGS 1 -4 � m � SITE GRID REFERENCE � � 1 PLANp _� BLDGS 1 THRU 4 � R111 � SCALE. t /16 1 0 �rct N m m U y Ip 2004 42�40 HITECTURE, INC. � ��p,�� 0� CC�Q�qoo IE. 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REV. 09.10.04 \ \ ,a-d qo 08 BLD� 3/CONSl'. 0424.04 .� 09 BLDG. 4/CONST. 10.11.04 ,a" e. 10 BLDG. S/CONST. 10?5.04 �A ,l{ �9 d' � FINAL CONST 01.03.05 s, 6A/7t1/SA/9A/IOA/17 9s-'f �e FINAL CONST o1.03.05 ,t-'r �� 16 ADDBNDUM 5 05.16.05 e V o • E �. a ro a " SITE GRID o� ; REFERENCE P , P LAN 3- « BUILDINGS 5-8 � � ° SITE GRID REFERENCE � � PLAN -- BLDGS 5 THRU 8 � R112 � , . � SCALE: 1_/16� = 1 '—O° ASPRP N v u � u Q RE� GENERAL NOTES `' , „2"_ 2 "4_ GENERAL NO7E5 TOPPIN6 � � 6 . CONCRETE RE � ARGH 2X6 PARTY WALL STONE VENEER 2Xb EXTERIOR WALL Z004 4240 ARCHITECTURE, INC. 1 . LivE 10�05 USED iu pESipt W1TH SFIEATHIN6 PER RE: PLAN PER ARGH 5TANpARD HDOK RE. ARGH. WITH SHEATHIN6 PER A , ALL CAST - IN -PLACE CONCRETE SHALL 8E WDE WITH TYPE I /I I PORTLMD C�T , SHEAR WALL SGHEDUL.E A' � � �F STpIE AGGREGATE MD SHALL SATISFY THE FOLLOWING REq11RpJd1TS FLOOR JOIST PRON�DE STANDARD B . TYPICAL FLOOR 40 PSF RE' PL'�'N HOOK pC 2X6 TREATED PLATE COrXXtEiE i7EU F'C � ix TYPE w�x w/C R�7i0 R � �R REQ . Q RE, PLp.t� WI7H I/2'mXlO" C . EXTERIOR DEpCS ICp PSF - - - ; , . a ° � • w ' J ANGHOR BOLT PER F00T INGS 3000 pe i STO - - - r-�FIEAR MWLL SGHEDUI_E D . IIPORTANCE FACTq2S FqADAiION MNLIS 3000 p3i STp - - - - - - - _ a. . . • - - . : Q INTERIOR SU�BS ON GRADE 3000 psi S7D 0 . 50 - - - - ' � . . - . q ' � -�a $E1911CYFACTOR IE � �p EXTERIOR CUNCRETE (• +) 4500 psi STD 0 .45 67L -87L , �, Q ° � SNOW FACTOR IS 1 A IXXX'-7CX � j J ! . , e ��, . ,a_ . . . - - NIlO FACTIXt IM 1 .0 •• � 1� �� ��L NOT EXCEED 4' . . ul. RE: PLAN � . . - . � , - •, a 11= � d C?J-�5 GONTINUOUS - E . WIND B . CONTRACTqt $HpLL $AYCUT qt TROWELQIT ,pINTS IN SLA85 pl GRADE . .pINTS _ . . � � 3 SEWND Gu57 t00 �P�i SHl1ll BE SPACED AT 15' -0' WXIIt1Y MD SAMq1T OR iROYELCUT l /c Oi SLAB DEPTH � �°,- -' a -- . � a " � • � � I � X 3/16� WIDE WI7HIN 12 HOlKtS AFTER POUtING. CARRY ALL SLAB REINFpRCEI$NT (3)- 5 GONTIM10U5 FASTEST YILE 80 �PH q . - . . � e � .• � � . EXPOSURE 8 THiOUf.Fi ,pINT . TOP AN� BOTTOM a 2X6 TREATED PLATE . �� . • • - I 1 = � ' RE� ARGH FOR (XXX'-XX" Y • �� a L4X4X3/8' WITH ry C . SLABS , TOPPINC , FOOTINGS, BEMIS ND MMLLS SHALL N07 HAVE ,pINTS iN A - HIITH I/�"m ANGHOR Q, �"�`TER����� � F . SNqV . . . . - � - a -e _ . 3/4"m EPDXY � HON IZpiTAI PLANE . MIY STpP IN CONCRETE MORK UJST BE AU10E AT 7H IRD POINT OF fO 8p1_T AT 4'-O• J TYPIGAL FOOTIN6 ANGHOR AT 2'-O" CROIND SNDW LOAD Pq BO PSf a5 AT 1'-6' X ' LL . � - . . �. fV FUT ROOF SlqW LOAD Pf 100 PSF SPAN WITH VERTICAL BULKNEADS MD HORIZO1iAL SHEAR KEYS UNLES$ OIFIERWISE Jry . . • °• •..a• - � � REINFORGEMENT rT , SF101W . ALL CpiSiRUCTIp! JDINT$ $iQL BE AS DETAILED Oft AS REVIEMED BY THE SNOw ExPOSURE FACTqt Ce 1 .0 � ° • a V 7HFRMAL FACTOR Ct 1 ,p ENCINEER . �•• a RE� PLAN + (.Z)-2XI2 LED6ER TOP OF 0.' y (WALL SIDE TREATED) D . AlL CONCRETE YqftK AND REINFORCEI�ENT DETAILINC 9iALL BE IN ACCORDANCE � � . STANDARD � gARS TO MATGH C . SEISNIC -. � " GRAWLSPAGE Q WITH 3/4"m EXPANSION �- a 2 1/4" GONGRETE WITH I1Ci BUiLDixG CODE 318 L�TEST m �Tiqr , UNLESS NDTED OTHERWISE . USE " - Q - e � • � W NSION LAP IYPtGAL FOOTIN6 SITE CLASS D Q BAGKFILL ANGHOR AT I '-b" TOPPIN6 � O STAIDARD HOOKS FOR DOMELS UNLE55 �qTm OTHERWiSE . ALL FXPOSED EDCES 0� - tl1 W J REINFORGEMENT FASTEN LEDGERS WITH CATEGORY C CpIptETE MORK SHALL HAVE 3/4 INCH qIAYFER . J � �� J SS 0 .35 J � ° - C3)-ROWS 16d NAILS • 51 0 .08 7 . REINFqtCE1�ENT i = � � m AT 1'-O' �e W �"� sos o .as TYPIGAL STEPPED ^ � SDt 0 . 128 RE: PLAN BASIC SEISYIC FORCE RESISTINC SYSTEY IS I. IpIT FRNE SHEAR MMLLS WIiH A , �LL REINFQtCING SNALL BE HiGH -SiRENGiN DEFOp�ED BARS CONFqt1AINC TO ASTII FOOTING DETAIL �5 AT I '-6" �.•1 � MOOp SRIICTURAL PANELS A615, CRADE 80 EXCEPT TIES , STIRRUPS A!D PLATE ANCHORS MHICH SHALL BE (3)-a5 GONTINUDUS FIORIZONTAL � �+ SEI91IC RESPONSE CAEffIC1ENT5 CS DEFQlYEp &1R5 , ASTIA pESiC1uT10N A615 , GRADE 10 OR ASTY A706 GRADE 60 . � � C T I ON � SE C T I ON � •* � � _ + � V 0 .05 �5 AT I'-4" �5 AT 10" 8 . NELDED �IRE FABRIC 91�LL CONFQM TO ASiN A185 GRADE 65 NO SH�1LL BE ����••� TRANSVERSE VERTIGAL RESPONSE 1IODiFICATION FACTp2 6 .5 w � � LAPPED piE FULL IffSH AT SIDE MD EW SPLICES MID WIRED TOGETHER . 3/4" = I '-O' 3/4" = I'-O' ANALY$ IS PROCEDURE USm SIIPl1FIED IETFIOD (/� O C . REINfORCEYENT PROTECTION UNLESS NOTED OiMERMIISE: q ��]7 N . LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE . � � C' O 1 . CONptETE POUREO ACAINST EANTH 3' NOTE� FOR F�2A AND HDSA U5E S�MFu',�ON 55TB20 ANGHOR ROD 2 . CaNCRETE POlIREO IN FORYS (E%POSED TO MEAiFiER OR EARTN) 2' RE� ARGH FOR WP.TERPROOFIN6 FOR Hp6A, HDBA AND H�IOA U5E SIMP�.,ON 5STB28 ANGHOR � � � � ' � �� 3. COLUlIS MD BENIS (TIE BARS) 1 - 1 /2' ROD. FOR HDISA U5E I I/4'm X 2'-O' THREADED ROD WITH ° Z ` 1 . SLABS AND IW1LL5 (NOT FXPOSED TO MEATHER) 3/4" I/4" X 4' X 4" PLATE WASHER AND M1T AT EMBEDDED EN� WITH - F ,� 2 . DEFERRED SUBNITTAL 2X6 TREATED PLATE WiTH MININNM I '$" EMBE�MENT DEPTH. �- Q � ANGHOR BOLTS PER W � •� D . REINFaRCE►�NT PLACEAEW7 MD TOLERANCES SHALL BE IN ACCdiDANCE WITH I/2' ISOLATION JOINT - 4' O � A . DEFERRED SUBIi1TTALS PER SECTIqi 1063 .4 . 1 SHALL 8E SUBMITTED TO 7HE BUILDINC SHEAR WALL SGHEDULE GONTRAGTOR OPTIOM1I. IN LIEU OF SIMPFiON 55TB ANGHOR, U5E � OFF �CiAL a!q THE DESICN PROfE55iOULS /wD REVIEMED PRIOR TO iNSTALU7 �W . SECTIOqS 7 .5, 7 .6 MD 7 . T OF ACI 318 . LATEST EDlTlql . a5 X �i � AT 2'-O' Iq W a I 1/2'- 2 I/4" GONGRETE 3/4' m HILTI H.A.S. ADHE5IVE ANGHOR WITH MINIMUM 10` EMBEDMENT. � E . NO SPLICES OF REINFORCEIENT SHALL BE IMDE E)ICEPT AS DETAILED OR TOPPING RE: ARGH ry �� �AN x 8 . DEFERRFD SlIBN1TTALS ARE: AVTHpR1ZED BY THE STItlIC1URAL ENCIPEER . LAP SPLICES , �NIERE PERMITTED . SHALL THRU-BOLT IN 5TUD5 T.O. GRAI^�SPAGE BE A MINIWIA OF IS BAR DINETERS Fqt /6 BARS MD 9NLLER AND SHALL BE A RE: PLAN PER H.D. MANIFAGTURER b� BAGKFILL r , (n 1 . PREFABRICATED ROOF TRUSSES YINIIUY OF BO BAR DIMETERS FOR /7 Mp /8 REINFptCEIENT UtlLESS NOTEO � �/ z N T.O. SLAB O7HERWISE . WKE ALL BARS OONTIWq1S AROtRJD OOfiNERS . XX'-XX" C . ALL DEFERRED SUBYITTALS SIALL BEAR TI# STMP MD SICNATURE OF 1HE LICENSW �g WALL FRAMIN6 AND O PROFESSIWAL ENCINEER RESPONSIBIE fOR 7HE PRE�ARATIpJ OF THESE DOCUYENTS . SLOPE SLAB PLYh100D PER SHEAR F . PLIICE Tlq /5 (PER 8' THIqMESS) r17H 2' -D� PROJECTION Mql1U ALL OPENINGS IN �-- WALL SGHEQ�E � � M�1 3 . TESTINC, INSPECTIONS MD OBSERVATIONS: �ET�E MMLLS , SL/185 , M1D BEAYS . AL50 PROVIDE TNq /5 X 4' -0� DIRGON�LL7 AT . . . a � . I I I ^ � . s _ s _ s _ ■ _iL- O n. TNE STRUC7URAL ENGINEER DOES NOi PROVIDE INSPECTIpaS OF CONSTRUCTiq� . C . W�+TiNU0U5 TOP aiD BO7Tpi BMS �N w�L�S uD BE�wS SNall BE SPLiCED aS � • 4 1/2" � RE: MFR. RE: MF 4 I/2" a_ : • STRUCTURAL ENG INEER AIAY Ypl(E PER IOD IC OBSERVAT IONS OF THE OLLON5: TOP BAR$ AT YIDSPAN , �Tiq1 BMS OVER SUPPORTS . Mp o'u_O'��A°oOp�.�.°_o_ �O•°��• � O -*' . °�� � CONSTRUCTION; SlNY1 OBSERVATIONS SHALL NOT REPLACE REQUIRED - �• ' y� �NSPECTIONS BY THE WVERNING AVtHORITIES OR SERVE AS 'SPECIAL - . (4)-KS GONTINUOUS ( ' ] irSaECi �O►rS� AS 1A11Y BE REQUIREO BY pU1PTER 17 OF TFIE INTERNATIONAL 8 • S7RUCNRnL STEEI � - � �r � �� �� �E ' - n . nLL 57RUCTURAI STEEL FinLl Cp�FOftr TO nSTY �36 E%CEPT WIDE FLANGE BE�wS 4� SLAB ON 6RADE wiipi Sw�LL OOwfO� TO /Siu 992 , (50 KSI ) AND EXCEPT P �PE COLUNS wiip� �"��TH bXb/W2.1 W1N.F. B . TxE FOLLOM'ING MARK 9i�ll BE INSPECTED BY 1HE SPECIAL INSPECTOR UNLESS �{p�� �Fq2Y TO ASTM A53 AND TUBE COLUINS TO ASTY A500 , CRADE B , LATEST fRE: ARGH FOR GOLOR LL� � pLAN SPECIFICALLY MNIVED BY THE BUILDINC OFFICIAI . mITIONS . STEEL SUPPLIER NpY PROVIDE ASTY A572 , GRADE 50 AT HIS OPT �ON . AND FIN15H REQUIREMENTS) FLOOR JOIST, RE= PLAN W t . $OIL PREPARATIpI YISCELUWEOUS E16EDDED ITp15 SIULL BE A36 STEEL . ° � [XXX'-XX"� A V RE : 2/51.01 FOR WALL REINF. n� B . ALl STRUC7URAL BOLTS SHALL BE A325N INSTALLED TO A YINIMII SM1C TIGHT AND FOOTIN6 INPORMATION TA. WALL - " 1 �����T� o . EARTHNURK EXCAVATIqJ , PLACEYENT A10 C0IPACTION pi FILL (3)-2x STUDS m � � C � � ON I OONDITION . ALL ANCFIOR BOLTS SHALL CONFOfiu TO ASTU A307 VNLESS NDTED MD IN -PLACE ORY DENSITY OF TNE CQPACTED flLl FOR WNFOR�NNCE pT EAGH EN� 51MP°,�ON HD O7HERNISE . PER 5HEAR WALL WITH THE APPROVED REPORT . � I �i OF SHEAR WALL ��2 , 3ia° = r-o• VAIL RESORTS C . S7RUCTURAL STEEL SrALL BE DETAILED AND F�BRICnTED IN ALCORDANCE WiTH THE � � � � I O I �l 6/ SGMEDULE 2 . CONCRETE CUNSTRUCTIpI �ATEST PROVISIpIS OF AISC �N�M1AL OF SiEEL CONSIRUCTION . � - - � DEVELOPMENT 3/4' = I'-O' a . PERIpDIC INSPECTIpI OF REINFp2CING STEEL , INCLIAINC PLACEIENT . D . IXCEPT MHERE DEiAILEO 07HERNISE . fABRICAiOR SHALL SELECT STEEL CONiECT10N5 PER COlvll L]1V 1 b . GONTINlqUS INSPECTION OF PLACEYENT OF SNENt REINFORCEIENT . q �$� �µ�p� pF STEEL CONSiRUCT10N (ASD) , 7ABLE 11 -A AW/OR AISC SIIiPLE $HEAR STUp WALL WITH '�` c , CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CpJCRETE PRIOR �pNNECT1011 YANUAL NITH A325 N BOLTS (OR NELDED EQIIVALENT) TO SUPPOfiT LWDS 51MF'�.�ON FIOLD DONN AVON, COIARAL� TO MD WRING PU�EYENT Oi CQiCitETE . 11DICATED pl THE STRUCTURAL ORANINCS . MHEN LOADS ARE NOT SHOYW , SELECT SHEATHIN6 PER SHEAR RE: PLAN AND SGHEDULE - d . PERIODIC VERIi1CAT10N OF USE OF REqIIRED DESICN MIX . �ONNECTIpJ TO SUPPQtT 60x THE TOTAL UNIFONN LOAD CAPACITY PER AISC WALL SGHEDUI_E nac-.nrrr:crcM�w�xx�ao e . Cq�7 �NU0US IW�ECTION AT 7HE TI►E FRESH (�NQtETE �S SaPLED 70 yN1UAL OF STEEL CONS7RUCTION? FOR EALYI GIVEN BENd AlID SPIW FOR NON -00IPOSITE - 2X6 EXTERIOR WALL I V2"- 2 I/4" GONGRETE FABRICA7E SPECIWWS Fqi STRENCTH TESTS, PERFORY SLUIP MD AIR TREATED PLATE WITH SHEATHING �R YEI�BERS. TOPPIN6 RE� ARGH CONTENT TESTS AND DETERMINE THE TpFERATURE OF THE WNq2ETE . WITH 1/2'm ANGHOR SINP�'�ON 55TB ANGFIOR SFIEAR WALL SGHEDIA_E :� �,, f . PERiODiC INSPECTIpI Fqi WINTENMICE OF SPECIFIED q1RING TEWERATIRE E . ALL MELDERS SHALL HAVE EVIDENCE OF PASSING THE AYERIGW NELDINC SOCIETY BOLT PER SFIEAR YJP.LL pR THREqpED ROD � � AW TEpNIWES . STNDARD pUALIFICAT10N5 TESTS AS QIRINED IN AN5 -Dl . l . SGHEDULE GAST INTO FOUNDATION STONE VENEER FLOOR 5HEATHIN6 , 3 . STEEL CQlS1RlICTlp1 WALL RE. ARGH. R�� p�,AN Ma�7EC►�RE F . YININUY MELDS TO BE PER AISC TABLE J2 .1 BUT NOT LESS TWW 3/16' CONTINUOUS - o . A�L MELDINC SHALL RECEIVE CONTINUpUS SPECIAL INSPECTION FILLET UILESS l�TED OTHERWISE . - (2)-�5 GONT. .• � emer. cob�atlo GONTRAGTOR OPTION. IN LIEU E%CEPT THE FOLLOWINC: G . FOR ALL BEAY/COLUN OR BEAM/BEN1 CqNECTIONS, PROVIDE HORIZONTAL SFIORT a� OP SINIP50N 55TB28 GAST uns.rutr�nnyu 1 . MEIDUrC DWE IN AN MPROVED FA�tICATOR'S 9i0P iN $�OTS IN CONNECTIpI IE46ER ONIY (NR -SECTIONS , ANCLES Oft SHEAR PLATES) . INTO FOVN�ATION WALL USE . . � � � ACWRDANCE WI7H SECTION 1704. 3 . 3/4" m HILTI ADHESIVE ANGHOR uuicnnrtum•u;r b . THE SPECIAL INSPECTOR NEEO NOT 8E COtlTIM10USLY PRESENT WITH 10° MIN. EMBEDMENT IXXX'-XX" H . STRUCTURAL STEEI SUPPLIER TO FURNISN LINiELS FOR ALL IMSONRY aPENINC$ PER � , pURING MELOING OF THE FOLIONING ITEMS , PROVIDEO TNE NATERIALS , �ppgE LINTEL �IIEOULE OR AS SH01M1 OTHERI►ISE ON STRUCTURAL DRAWINGS . ONE a - Z � HART � HOWf'sRTON VER�1 F I m�PR IOR TOS7HE STUART 10F�MONI(; PER IOD IC IlISP'ECT IONS ARE . ` ; � . . a ErD OF TNE LINTEL SHALL BE FREE TO WVE HORIZONTALLY TO ALLOW Fpt WIDE OF MARK IN PROGRESS; A!m A VISUAL INS�ECTION OF ALl YELD$ ELONCATION Mp SFIptTENINC. �' � . NEW YOHIC,'11�i VYORK IS W1DE PRIOR TO CpFLE71W OR PRIOR TO SHIPAENT OF Sl10P � , TME TERWINOLOGY 'CpJTINU0U5� MEAN$ q1ANTITY . PROVIDE THE hECES$ARY JOINT srxncnnw.r,ncnaFAn YYELDING. DE7AIL5 TO ALLWI FOR BVILDING IpVpENTS . OOORDINATE LOCATIONS WITX FL..00R JOIST REs PLAN s�pNg�L��:liywi,i,r�x;�y�S,LUc 1 . S �NCLE P�SS FiLLET tlELpS NOT EXCEEDING 5/16' iN S �ZE . II �x4 TREATED FLAT BLOGKI 2 . NEIDINC OF $TAIRS AtD RAILING SYSTEUS. ARCNITECTUtAL CONTROL AND IXPANSIW ,pINTS . 5 . El(TERIOR MNLLS SHALL HAVE ONE LAYER OF 1 /2� EXPOSUfiE I PLYMi00D OR nvon, cou�xnoo c . VERIFY YIELD FILLER INTERULS WNFORY TO AM5 SPECIFICATIpiS MD 05B SHEATHING NAlLEO NITH 8A NAILS AT 6" ON CENiER ALONC PANEI 3 ��2" i 4 ��2" AT 2'-0' WwUFACTURERTS CERi �FiC�TE OF Op►PLIANCE IS REQIiREO . � • � �DE ANCHOR BOLTS FOR BEALLS BEMINC qJ NASON2Y UpLESS OTHERWISE EDGES arD 72" ON CEN7ER �i INTERYEOIATE SI�PORTS WLESS NOTED OTHERWISE „ vr'c�'U`��^i•t�.FC-rx�c'v.ev�n`'�a epTEp . ON SHEAR WIND SCIIEWLE . ALL PANEL EDCES SHALL BE BLOCKED . � Q FLOOR JOISTS RVN A+-� �cin':"oqLUc tl . PERIODIC INSPECTIaI OF iHE STEEL FRA1E TO VERIF7 CqPLIANCE WITH 6 . FLOORS MD ROOF SHEAi}IING 9114.1 8E INSTALLED WITH TF£ FACE qtAIN • PERPENDIGULP.R TO nvon, cowxnuo TIE DETAILS SIIOYN pJ THE APPROVED Cq1S7RUCT �ON DOCIA�ENTS SUCH K . PROVIDE TEWOftAR7 BRACING AND PRECAUTIOJS NECESSARY TO C01PLY WiTH ALL PERPElDIq1LAR TO SUPPORiS WITH END JOINTS STAGCERED . ry FOUNDATION WALL �.���R AS 6RAC ING . ST IFFEN iHf', . Iff1BER LOCAT IONS NID PROPER APPL iUT ION OF SEGT I ON A - A ,pINT DETAILS AT EACH WINECTION . STEEL ERECTIp1 STANpARDS AND TO W17HSTAND AI.L CONSTRUCTION MD/OR UTERAL 7 . INSTALL SUITABLE EDCE SUPPORi BY USE OF PLYCLIPS , TW(R1E APb . AT SIMILAR nu�i�euicwux�.vc,wc LW�DS UNTIL ALL FIELD CONNECiiWS ARE C01PLE7E0 MD PERWWENT LATERAL SYSTE115 GROOYE PMlElS OR SOLiD NOOD BLOpcixC SUPPORTS . L4X4X3/b WITH vnir, cou�anno e . VERIFY STRUCTURAL STEEL tlATERIAL CONFORtlS TO ASTY STAlqANDS ANp DEp(S ARE IN PLACE . • � �? 3/4" N EPDXY a • 2X6 TREATED PLATE SPECIFIED IN THE MPROVED CANS7RUCilON OOGNENTS MID H . PREFABRICATED NOOD I�E16ER5 SFULL BE THE iYPE NOTED ON THE DRAWINGS ND � � GT I OI `� � 2 AMGHOR AT 2'-O" 8�� WITH I/2" m ANGHOR WINIFACTURER'S CERTIFIEO MILL TEST REPORTS . L . STEEL FABRICATOR SHALL MOT RECEIVE AODITIONAL CpPENSATIpJ FOR SFqP SHALL BE LPI - ,pIST AS WNUFACTU2ED BY LOUSIANA PACIFIC CORPORATION . Z - BOLT PER SHEAR WALL f . PERIODIC VERIFICATION OF HICH S7RENGIH 80LTS . M1TS AND Mp15HERS FOR pR11NING TIME FOR N7Y REYIStONS TO ERECTION ORRNINGS NOR FOR ANY REYISIONS AITEIW11TE5 SHRII BE REVIENEO Br THE EMGINEER . TO BE CONSIQERED , - � SGHEDULE PROJAC.'TN[:MI)F.R: 6285 �IFORwNCE TO ASTit STANDNIDS SPEC �FIED IN THE APPROVEO 3l4' = I'-O' I O TO PIECE DRAWINGS PRIOR TO ENGINEER'$ APPROVAL OF ERECTIpI ORAWINGS . ALTERNATES SHRLL HAVE A LOAD CAPACITY IN BENDING . SHEAR MD DEFLECTION a5 AT I '-6' X � a5 AT I '-b' VERTIGAL CplSTRUCTIpi OOCIMENTS AID YRNUFACiUItER�S CERTIFICATE OF EOUAI. TO OR GREAip2 iHMI iHE S12E SHOW! ON THE DRAWINGS . NEB BLOCKIf� 1 1/2' GONGRETE O ry AtdD FIORIZONTAL Cq�PLIANCE . g NpN _y{t �NC qtOl1T MD BRIDGING TO BE AS REq11RED BY TNE JOIST WWUFACTURER . TOPPIN6 � b� ISSU� RH.VISION DA"1'�: g . PERIQDIC INSPECTIqI OF BEAR �NG 7YPE CqNECTORS MITH HICH 1 3/4" X 12" LVL RIM �t STRENG7H BOLTS . (xxx'-xx") RE, PLAN A , NON -SHRIN( GRWT SHALL BE PROVIDEO: i . LNAINATED VENEER LU68ER I�E►6ER5 SHAIL HAVE THE FOLLOMIiNC STRE55 BOARD AT DEGKS FL.00R SHEATHING T�P � 07 BI.DU2/CONST 09.02.04 1 . MNILE THE WptK �S ix PRO(XtESS , TxE SPECIAL INSPECTOR SHALL � • BETMEEN COLUW BA5E5 AND CWCRE7E OR WSONRY SUPPORTS. CAPACITIES: FB = 2800 PSI , E = 2 ,000 .000 PSI , fC = 75p PSI , FV = 2S5 PSI . BUILT UP GRAWLSPAGE 2 . BETI�EEN BEAM BEARINC PLATES A!O WNCRETE OR W1SONtY 11E►6ER5 SHALL BE COlRIECTED IN M;CORDANCE wITH YMAIiACNRERS I I/2' STOr1E AND GR.OUT gP.GKIFLL pETERNINE 7HAT THE REq11REYENTS FOR BOLTS , MJTS , MMSHERS A1D �pp�n RECU�YE�ATIONS . CONTR�CiIXt 9ULL FUVE THE OPTION OF USING 3 I /2' OR OVER I I/2' GONGRETE RE� PLAN - 7A PINAI. CONST. 01.03A� PI11NT , BOLTED PARTS A!D INSTALIATIqI NO TICNTENING IN SUCH 3 . GRq1T SHA1,L BE CaPLETE NID HAVE A NINII�M COIPRESSIVE S7RENCTH 5 1 /4' NIDE ►EIBERS . ON 3/4" T66 ' STMOARD$ ME 6ET . FOR ,qINTS REq11RE0 TO BE TICNTENED ONLY OF 6000 PSI PRIOR TO /� ING BUILDINC LOADS ABOVE . PLYWDOD DEGK ' TO THE 9�lIC -TIqIT COPDITION, THE SPECIA INSPECTOR NEED ONLY � . PREFABItICATEO WOOD TRUSSES SHALL BE DESIGNED TO FULFIIL SiRESS SLOPE PLYWOOp _ � � �� - � '- �' � � ����� VERIFY THAT 7HE COlw1ECTED INTERIN.S HAVE BEEN DRAMN TOGETNER 70 � REq11RE1ENTS MD/Oft LOADS NOTED ON DRANINGS . SFbP ORAWINGS SHALL I/4 /FT. ` ' _ - 0 /WD PROPERLY SNUCGED . - INCLUDE CALCULATIp15 A!D BEAR THE STA1P OF A RECISTERED ENCINEER . PROVIDE QA _ - _, . . .,, - ..._ �- . ".'. .. . .` . .. . : . .�.. .. � � � . . :� (2)-p5 GONT. � . � . FqR�DATI0N5 A. ALL FRANING MD THUSS LUBER SHALL BE DRY DOUCLAS FIR , LARCH , GRApED BY BRIDCINC A!D BLOpCINC PER WIMJFACNRER '$ RECOAIAE/DATIONS UlLESS ° � �B MESTENN NAOD PRODlkTS �SSOCIATION AND CONFORNiNG TO INTERNATIRUU. BUILDING OIHERINISE N�TED . PROVIDE CONSTRUCTION BRACING AS REQVIREO ERECTION NOTE: - A, waciYW SOiL DESIGN PRESSURE �Qpp PSF CODE AS FULLOWS: CENTER NNLL STUDS UIDER CENTER OF TNUSS LOCATIONS. O1 U RE: PLAN B . CONiRACTQi TO FOLLOW AlL RECOIHEWATIONS IN SOILS REPORT N0 . 02 -057 Z� TH �CK - 4' TO 6� M1DE (NMLL S7UD O�iY) 57110 FD = 700 P51 il . NOM -STRUCTU2AL ELEAENTS BY KOECHLEIN CONSULiING ENCIlEERS DATED ,IULY 8, 2001 . 2" i0 4� iHICK - 6� AND WIOFR N0 . 2 Fb = 900 PSI 5� THICK - 5� MD WIDER ND . 7 Fb = t350 PSI A. ELEYENTS SULY1 AS NON -BEARINC PARTITIONS , ETC . AiTAqiEO TO AN�/OR ;� E C T f ON 2 C . ALL FOO7ING BEAftING ELEVATI0N5 Sl10YW ARE ASSWED . EXACT BEMING NOTED ALLOMNBLE S7RESSES ARE NINIMMS M� FOR n01MEPETITVE USES PRIOR TO SUPPORTED BY 7HE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS MD FLOOR J015T - ALLOWI�BLE STRES$ il�RFJ1SES . OiHER SiItUCTUtAL IpVElQJTS . RE: PLAN ELEVAT10115 SNALI BE VERIFIm IN THE FIELD WI7H ACiUAL COMDITlp15 8Y DEGK .1015T CONTRACTQt WITM APPROVAL OF SOILS ENGINEER AND ALL BOTTqAS OF FOpTINGS �+ p�-AN 3�4� - ��-O� SHALL 8E A MINIMM OF 48' BELOW EXTERIOR GRADE . B . NHEN PRESERVATIVE 7REAiED LU6ER IS REWIRED BY CODE ALL COlNECiIONS AND 6 . FIRE PROTECi10N FOR ALL STRUCTURAL PARTS SHALL BE PRpVIDED MD SHALL IEET I-JOIST BLOGKIN6 ruiLixG SnnLL BE �DEOUATELY GALww �ZED (WUB�EOiPPEO OR BETTER ) , AlL CODE REWIRE►EnTS FOR 7t�E f7PE OF Cq�SiRUCTION SPECiFiED Br inE 2X4 BEVELED AT 2'-O' D . ALL FOOTING$ ARE TO 8E PLACED ON FIRY , IMDI$TUN8E0 . NATURAL SOIL OR ARCHITECTURAL DRAWII�S . STRUCNRAL STEEL AEA6ERS SHALI BE CONSIOERED SLEEPERS PROPERLY COIPACTEO BACKFILL , APPROVEO BY 1HE SOIIS ENGINEER . BAq(FILL C . TREATED SILL PLATE LUBER NAY BE FEN - FIR , S7RUCi1KtAl �l GRADE . lRRE57R� INEO IMLESS NOTEU OTHERM'iSE . AT 1'-4" SIMP�',�ON A35 GLIP � GOLUMN AND PAD SHALL BE CqPACTEO TO 95x (MINIWN) IqDIFIEO PROCTOR DENSITY PER ASTY D . PROVIDE YET�L CROSS BRIDCING NOT OVER 8' ON CENTER FOR ALL 2X NOOD ,pI5T5. t2 . GENERAL SIMP�.�ON U HANGER PER SHEAR WALL 01557 UNLESS OTHERWISE RECOYENDED IN THE SOILS REPptT . IF SOFT SPOTS ARE WITH Ibd GOMMON SGHEDULE SOLID BLOCXINC BEINEEN ALL JOISTS Ai ALL SUPPORTS MD EWS OF CANTILEVERS ENCOUNTERED REYOVE SOIL WO RECpPaCT WITH APPROVED FILL (RE: SOIL IS REplIREO . A . ENCINEER'S ACCEPTANCE N15T BE SECURm FOR ALL STRUCTURAL SUBSTITUiIONS . N/�iLS TO LED6ER 2X6 EXTERIOR WALL i � REPORT Fqt DESCRIPTION OF BEARING SOIL) . AND RIM WITH SHEATHIN6 PER 57EEL GO�UNtN RE� PLaN � � E . fASTEN ALL MUOD 1EA8ERS WI7H CON�qN NAllS ACCORDING TO THE IBC SCHEOULE B � �ERIFY ALL OPENINGS THIWGH f�00RS. ROOF MO W4LL5 WI7H NECHAWICAL MD 5HERR WALL SGHEDULE yi1TH 3/4" X 10' X ID' BASE � E . CONTRACTqt SHALL BAq(fllL Eq1ALlY ON EACH SIDE OF FIXpiDAT10N 1NALL5 IN 12 2XI2 LED6ER WITH � i TABLE 2301 -9 . 1 IAILESS NOTEO 07HERM'ISE . - ELEC7RICAL CONTRACTqtS . VERIFICA710M OF LOCATIONS , S �ZES , L �N7EL5 nND PLATE WITH (4)-I/�' m X 10" i i INCH WV( IMA1 VERiICAI LIFTS Oft AS RECOII+k?DED IN 1HE SOIlS REPORT . REFER (A)-16U NAILS AT 8" TO SOILS REPORT Fpt BACKFILL IWTERIAL . REQUIRED CONNECTIpiS ARE CONIRACTIX2�5 WIPLETE RESPONSIBILITY . ANGHOR BOLT AND MINIMUM � i � F . LANINA7ED BEAYS TO 1 3/4" LVL RIM BOAR� i i I" SHIM AND NON-SHRINK 6ROUT 1 . AlL LAMINATED AEI6ERS SHILLL BE FABRICATED OF DOUCLAS FIR LARCH AT 12 C . PRIOR TO INST�LIATIOx OF 1ECHnNIC�L u�D ELEC7RIGL EQ11PtlENT OR OTiiER i i F . NO BACICFILLING SNALL BE PLACED AGAINST LOMER LEVEL MYILLS UNTIL THE LONER PERCENT uOiSTURE COxTENT IN ACCqtpANCE WI7H NCLIB . ALL SIZES SHO�W iTEYS TO BE �TTAqiED i0 THE STRUCTURE , ENCINEER'S MPROV�L OF CO�+rECTip7S S � C T 1 O I `L KJ LEVEL FLOOR AND YAIN LEVEL FLOOR ARE IN PLACE MD PI�PERLT ANCIIORED . qRE NET . APD SUPPORTS SHALL BE OBiAINm . tklLESS SPECIFICALLY DETAILEO ON i � i CONCRETE SLABS SHALL BE PROPERLY q1RED . p . �AYINATED IE16ER SHALL BE DEiA1LED NA FABRICATEO IN ACCORDANCE ARCHITECTUtAL MID SiRUCTURAL ORAWINGS , RESPECTIVE SI�Cq�ITRACTOR 3/16 i i WITH 1HE STMDARD SPECIFICATIOMS Fdt iHE DESICN AND FABRICATIqI OF 511ALL iURNISH ALL HANCERS , CaNECTIWS , ETC . . REQUIRED FOR INSTALlAT10N OF 3�4• � � �• G . CEwTER ALL FOOTINGS UIDER W4LLS . COLUINS OR GRID LINES SiRUC7URAL CLUE LAMiNATEO Ti18ER , LAiEST EDIiION A5 PUBLISHED 8Y AITC . HIS ITEYS . I i UNLESS NOTED O7XERN�SE ON PLMIS . 3. PROVIDE tMIiS CONFORMING TO AITC 117 , 24FV8, D . F . FOR CONTIM�US �RS MD CAN71lEVERS APD 24iv4 , O .F . FOR SI►PLE SUPPORT 1E16ER5. D . PROV �DE ALL E18EDDED ITEdS IN STRUCNRE AS NOTED ON ARCFIITECTURAL , � '.� H , CONTRACTOR TO PROVIDE , AT HIS EIIPENSE , FIELD DEN517Y 7EST5 QI CpPACTED ��g �LL BE DESICNED 1YITH ZERO CNBER MITH TOP SURFACE CLEARLY NEq1ANICAL , ELECTRICAL /WD STRIICTURAL DRAWINGS. YISCELL/WEOUS E68EOOE0 �; pLqN ��� � I � � � FOy9 BiII,DING #2 FILL WDER FOOTINGS At0 IN7ERIOR SLABS -ON -GRADE . SiA1PED pi EACH 1E16ER . ITEYS AND ANCFIOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED - � � O : O �' TOP OF i i i (UTNF?RAI, NOTI�S & Di:TAiIS o Br CONCRETE CON7RACTOR. STEEL SHnLL FULF �LL nSTY p36 . ni I . NOTIFY SOILS ENCINEER MIDI E%CAVATION IS COIPlETEO SO THAT Op�DITI0N5 1Wr - FOOTIN6 � � 9E i BE INSPECTED PRIOR TO PLACEtENT DF nNY FIIL qt CONCRETE . C . PLYIqOD DECK AND/OR ORIENTED STRAID BOAHD . � � 1 . PANEL 7HIpCNESS SHALI 8E AS SFqMII OM THE DRAWING . APPLICATION SHALL E . P(lOVIDE ASPFIALTIC ANSiIC -COATING OJ ALL STEEL AND MOOD EXPOSED TO EARTH . � � � BE IN ACfARDANCE WI7H REC011frOATlp15 Of THE AIERIGW PLYNDOD � ;� s 5 . SLAB ON CRIIDE ASSOCIATIUII . F . SIBYIT 511� MID ERECT101 ORAWINC$ TO ENCINEER Fat REVIEW OF ALl SiRUCTURAL - . e . � � . - . ,9 � .,, , 2 . EM,II P/WEL SIiALL BE IDENTIFIED WITH TF� GRADE -TRADENARIC OF TXE STEEL . 1HE MNNJFACT(JRING OR FABRICATION OF ANY ITENS PRIOR TO MRITTEN REVIEW � a • � I . O � i A . iHE PREPARATIpi OF 7XE SUBGRIIDE FQt iNE SLAB ON GRADE SHAIL BE IN STRICT �R �CAN p�yypOD ASSOCIATIW A!q SHALL tlEEi TNE REWIREYENTS OF OF SFqP pRAWINGS WILL BE ENTIREIY AT THE RISK OF THE CON7RACTOR . Z � .• a •- � a . � � � � � ' - % •F (�'O�� � ACCORDMICE WITH THE PROJECT SOILS REPORT REfERENCED AB�IE . THE Q � W - - - _ _ CONIRACT�2 SHALL DIRECT Ql1ESTIONS REGARDING iHE SIB(i2ADE PREPAItATIqi U . S . PRODUCTS STANDAftD P51 , UTEST EDITipI FOR PLYMOOD . ALl PANELS - � REp1iR6ENTS TO 7HE CEOTECHNIC�L p�GINEER . MHICH H�vE rWV EOCE OR SURFnCE PERWwENTLr ExPOSEO TO iHE G . W1ITENPROOFING , VAPOR BARRIERS, MI�TERSTOP , ETC . , SH�LL BE AS SHOna ON THE � . , _ _ s wEAiHER SHALL BE OF THE QITERIOR TYPE . ARCHITEC7URAL OftnWiNGS AnD AS nDIC�TEO IN THE SPECIFICATIdNS . V °r� - •" ° 3 . Fqt FLOORINC USE }/�' TASi STIRiU - I - FLOOt SHEATHING GLUED ND NAILED I ,� B . u0l/E1fN7 OF THE SLAB ON CRADE YAY C/N15E DAN�GE TO MI'/TH �NG 00lMECTED WITH fOp NAILS AT 6' ON CQITER ALONG PANEL EDGES AND AT 12' ALONC H . ALL W150N2Y ND STONE VENEERS SHALL BE ATTACHEp TO INTERIOR MID EXTERIOR � RE: PLAN � TO BOTH 1HE SLAB AND O7HER PORTIONS OF THE SUPERS7RUCTURE . ISOUTION INTERYEDIATE SIIPPORTS . YMLLS AS SPECIFIED IN SECTION 1405 OF THE INTERNIITIONIIL BVILDING CODE . - N OETAILS fOR PARTITIUN 1W1LLS. B�SEBO�wDS , PIPINC MD OTXER ITENS WY BE q , fpt ROOF USE 5/8' (40/20 SPAN RATING) EXPOSURE 1 SNEATHING NAILED REINFORGEM NT - gp REOUIREp . REFER TO THE APPROPRUTE DRAwINGS pt CONSULi WITH 7HE WITH tOD NAILS AT 4" ON CENTER ALONC PANEL EOCES AND AT 12' ALONC I . ALL DIYENSIONS ON STRUCNRAL ORAMINCS SFIALL BE RfEp(ED nG� ir+Si FIELD MA SS RESPONSIBIE AE18ER OF THE DESIq1 TEAY PRIOR TO COINEC7ING ITEMS TO BOTH N2CHiTECTURU OR�wiNGS . RE� PLO.N o + INTERIffDIATE SUPPORTS . `� TNE SL�6 ON GRADE IVD OTHER PORilONS OF THE S1IPERSTRUCTURE . C O 3 �$� 3/4" = i'-�" i� o �-- t --- 3'-9' X 5'-9' X 10•• � FOOTIN6 WITH (47-NS 1 2 3 4 �o,,ks,n�,,,,n� ,ar,� 5 6 fb)-�5 VERSE � 2004 42�40 ARCHRECTURE, INC. '-9' X 3'-9' X 10' 4'-II' � 1�'-II • � �9•_b• � �3�_8" � 12�_��" � 4'-II ' FOOTIN6 WITH (4)-N5 vHEAR WALL SGHEDULE EncH wn�' �TMr� � � � ���r��rs FA57E1ER�P T7ERN w�w wr6r�r To eo�wn�.�r n��i+r F�TV w� ��oa�'v+s o�� � �-- . � � : ���� ' I - �WiD. ON RAW �ROOF OR FLOOR 70 YVALL PLA7E5 70 FLOOR i 3'-9' X 5'-9' X 10' i i I ; : i Z W FOOTIN6 WITH C4)-x5 6 - - - - -�-; ": :`. . � - - - - 51EA71M►I6 5FfA7HiN6 I LOWs17UDINAL AND 2' I I ' 3'-9' X 3'�' X 10' � ; - - - - ' ,` i - -, - - - - - - -r Q � C�-uvr� sie• [v)-+s rrs,4r�5ve� , .z Foori� in+ � I € ,- I - -Q - - - - - -� - - - - � 2%6 57Wr.a Ai 6YP�ill4 BOARD 1 V4' WM BOARD [4)-IOd TOE-NAILS �-ROM6 16tl �Q' O X b' � �4)-R5 EACfH WAY � i I � � � : � w,F` >�� :_ i � jq . ' I I'-4' W7N 0 1�E 5 1 D E O F W A L L OR 1-JD15T W7N IOd AT EALH BLOCJIC NAILS AT b' -WA- -WA- E7WA►F�ION - �- - J I : � OA 1X SILL PLA7E W71i bd GOOLL'R lWLS AT 9' I�NLl10R I _ _ � - - - I (-Ib'�') ; _ - - _ - _ _ � : I _ _ _ _ NAILSAT9' AT AT4'-0' 3'-�1' X 3'-9' X 10� � r �_� �,�„� (_�(�•�')I ' ' �- jl B/��E RY A1O 8tl i FOOTIN6 WITH C4)-�5 ( � � � I �-��'-b�� _ � � �-�b� ���� ; � � �� G O O L e 2 N N L S A T 7' E A C H W A Y L - - - �J B I-� � '-6"I L�---- _ 'J AT FAGE PLY � - � 7�L � 9�-0� ���� � - - - - �! � - - - - - - - -_ � -f� I F,OOTIN6,WITH I�„ PIER = 4' SLAB-ON-6RADE � 1706 57Wfa A7 15/°JZ' PLYYVOOD 'I-J015T W (2Y�a IOtl 70E 11AIL5 CU-kOWfa 16d I/�' o x 10' ' - - - �. ' ' � - - - - - - - � � , � I �i � � � C47-y5 iEAGH WAY P I E R ILDIN6 WITH bXb VY2.1 X W2.1 � � PI�R � O r-+• wni wn+ iaa rw�5 wr 104 NAILS AT 4' AT �' OR 51hP50N NNLS AT 4' `RE� RAN `RE� RAN ANLHOR BOLT � � „ „ „ ' _ _ J �ER MLW.F• � ARGH. FOR i �X 51LL PLA7E 4' AT PAtEL ED6E5 OFPSET'ROY6 IQ' A35 GLIP AT 1'-4' AT 1'�a' - - - I „ _ f _ � � I � � �_� � ��� I GOLOR REQUIREMENTS I � _; -__ ___ '. / � .'- �60 � ( ;__�=�---�' i � ` - - - - ; ;;,;,;, ;;,,,�-'. I �- �'$'� i 4'-4 I/4' 9'-O I/�' 4'-4 I/4" 10'-I 1/�' � � SiMP'5a+ r45rUO 5ihP9o►r Nv6w L _ J � 'F' SLAB-ON-ARADE i. _ J 3X6 571A5 AT IS/92' RYYrDOD I 9F4' L.Vl. WI71i SIhPr.�ON /3S GLIP (�-ROM6 16tl 51'RAP EAG1 HO EK.H E1U OF 'Jf4'o X 10' WITH 6X6 W2.1 X W2.1 - - �. . w GO I'-4' NTH MUTM IOtl ►WL5 AT (])'ROWS IOd NNLS AT D' W71i Dtl NNlS AT 3' OF WALI UNA. WALL U!!O. ON ANGFWR BOLT � �-16'�') W.W.F. RE� ARGH. FOR � �-16'�') ` � - ------- ----------- - - - - r ` 3%6 5�LL 1' AT PAIEL �6E5 AT 9' OFPSET'ROM6 X 1 �Q' NNLS ON PLAN PLAN AT 1'-b' II ' GOLOR REQUIREMENTS I �... ........................�_. � i I- -b"] I-��'-6'l i - i � Pv.7E I/1' MtuMlh� O ���. q�.-0� • � � � • I -- - ..� \ P°RAME GOL.UMN I C.OL � r P eR � PIER = � I�R d � - - - - - - � 7'-8 1/�' I '-9 3/4' 7 � 51MP�.�ON L7R4 S�hPF�ON M5760 S�hP��ON �O6A a l / /-�` - � `�µ \ � f�-1 9)06 57UD5 w7 ISNJ7- PLYMIOOD Gtl-1 Jf4' L Vt. MUTH w7 6' W7H 16d (7�'ROY�Ei 16tl 57RAP EALH E!C EAG� E10 OF 9H'o x 10' � � BUILDIN6 GORN�R i a � � � (-�b'�") � `�==,. � _ O TS. 1471rFX1/� GO bD I'-4' MUTH EAGH FK,E W7N (4)�fdOMFs 100 WULS NNLS ►WLS AT 3' OF WALL U.ND. WALL UIID. ON ANGNOR BOLT 3'-5' 10'-I I/�' 4'-4 I/4' 13'-9 3/4' 7 / ,�,„'� / �� \ WALL ry � � PLATE Ap PAtB ED6E5 AT �� fv���7E ON PLAN RAN AT 9' ` ` / -I I -10' \ [-12' I/4'] STEP � � 1390 i _..-..-- - ^ - - -„='= / TOP OF i � � -_- rl - -- -- -- --- - - rr - � -;�;;_ - - - - - - -__-;__ _ _ _ _ �=�;; _ »__>_______ . - _ " � - - - SLAB_ - - - - -' - � =-�=�_-;�' ' - - � D.3 ~ Q .�r-� I. AL�YMIOOD PMEL ED6E5 BKACED WTN FRAMIN6 MA7GNIN6 REliIIRED STUD 7NK.KlE55. I '-9 3/4' l'-8 1/Z' R'�'MN/ / `; �` �~�� r t`� �EP -��, �� : ¢ p ( � 0 Z. /1LL RYWDOD PA►EL5 5FU1LL 9E APA RATEp E7�ID'JJRE I 5FEA7HN6. � .'°' � �'`- - - - - - - - � FQOTIN6 - - - - - � � O r`���� V 3.`RE. 351ffi FOR 7YPIGAL HOLD-DOWI 1167ALLATION DE7NL. � WALL TS KX4X1/2 � - (-Ib'�') ^ , � _ � r TS. 14X4XI/�� ~ W � C� 4. E%iENf OF 5�EAR WALI DBdOTED BY - . - ' - ' - ' - STEP � GOL � / . ,_., -I�'-O' /� � GOLUMN . \ �' - r-+ (n � ..>: 5. R1 LIEU OF SX PRAMIN6. OQJBLE 1X 57UD5 6U�D A10 NAILED WTH (Z}�ROMS Ibtl NNLS A7 � -ry I PRAME GO UMN � ..,���� ,= -II'-10' " �-. WA'C IL. � �� �'9. Y i �-I�'� 1/4'l q, ���'� ' � -- - PLYMIOOD � 8 \�6 �11 O p' MAY BE U5ED A5 A LONiRKTORS AL7[RNA7E. ` � � �� �' •` •S � � � 1' 6. ALL WALL TOP PLA7E5 5FWLL HAVE A MNIM►1 � ILE LENFi7H OF 4'-0' WITH A6J-16d NNLS IN (Z/'�dOM6. - �- - - - - , - - I ; / ,.�� TOP OF _ `-. ♦ . . - I I � � � ,,,,, . ; - - -- r-- -- ----- ------- _�_ , s�AB ,� I �`� in r , D ` _ - _ \ � FRAME - era„•,s,m. J _ _ - _ - _ - '�� �y ` `,t ' � `•� � T 7 I I \ �`N \ � � �./ GOLUMN � " �� 5 P _ � "- - /�-i_.� I 12 i � I �'-O' i \ �•�r T, Q � IiJOOD FRAM INCs NOTES: o € ' - - - - - - - - � Foor� ; 1 w f ` T$ 14XAXI/1 � �•_p• " �i t Z : � " ' � I � •(� I. ALL VdOOD FRAMIN6 JOISTS SHALL BE LPI/3� TYPE JOISTS A5 ;�% /� ` � " � �L�N 8 � I i TOP OF ` �:' + I � � I �' �� I � ; - W W � MANIFAGTURED BY LOU151ANA PAGIFIG GORPORATION. ALTERNATES i�1 O� %.'` _�;""� I pLyy�ppD �`" �'-; I � LZJ-12' LPI/3� r1 � I � ; � � N !T' sF+sw� w�,ve [t,�u.a� az e�nreix �o,PnciT,r nrw swo�� ee � /•' ._�=_ � , � I �O I � I r - � � ; nr r-a- � � : � 0 r�•••�i ��� �REVIENED BY THE EN6INE�R OF'REGORD. m � I � I \ I : ` � � :. I : I � � U � �. 'L.V.L' INDIGATES LAMINATED VENEER LUMBER BEAMS. AS MAWFAG7U2ED BY " V^ ~` � � � 12 I � � � � � LOUISIANA PAGIFIG GORPORATION. ALTERNATES SFIALL HAVE THE SAME OR � : M : r � .� _ ` 4'-9' 13'-8 I/4" [�] O 6REATER GAPAGITY AS LISTED IN THE STRUG7URAL 6ENERAL � I � �`t � I � j- � �,� �,� � � � � ^ H..� NOTES. � ; ; -. � 12" LPI� � � i i ' -�' � i � � i / � � � h I ` i I ' AT 1 '-4" I I � (�J-1�' LPI � I I � FOOTIN6 / - , 3. Q INDIGATES GOLUMN DONPI ONLY- NULTIPLE �X FRAMIN�S NOTED � O :. AT I'-4' I / �' ON PLANS. �D ' � i `:; � i �0 � � � O � 3'-O' EP FOOTIN6 / ,. ' � ;� � I ` * 1 � � I � � � � � � wirH )-xs roP nr� � , � i� V 4. � INDIGATES GOLUMN UP AND DOWN UNLE55 IT BEARS ON - : I BOTT r ::-� " - _ GONGRETE WALL OR FOOTIN6 �LOW, OR tT IS LABELED UP ONLY. ! - - i � I L _ � I j � / , 13'-8 I/4' 4'-9' 1 I ' � : € I !�)-�- � � is• •) O J , 5. < > INDIGATES TOP OF BEAM ELEVATION OR PLATE HE16HT ELEVATION. � - -- - � - 5 1 Mr �N H DIS � � � � � s�P � � � � �aixir� � : _ �- - - � : ;�, : I oN e: ci co�• 0 6. �- INDIGATES TOP OF STRUGTIRAL FLOOR SHEATHIN6 , \ ��;�._ � FOOTIN6 � I � '-10 I/4' - : : - _ � - -- - - - - C.3 .� . : -------------------- ELEVATION. Y1 \ �;:«<. � m I . � ' ' - • � ' - _... �.���� 3'-O' DEEP TIN6 � .����� \ I i . i � I � r ��- - - - - - . - STEP WALL .__._ - - : � "=;;:_- 3' ' � [-15'-�E � • � 51 HDI� i STEP l. HEADERS SHALL BE C3)2X8 UNLE55 NOTED OTHERWISE. ALL � � �-. WI (3)-x5 T ANp I r I P BOTTOM HEADERS SHALL BE BUILT OUT TO 5 I/2' C3 I/�"I WIDTH BY '" I Bp pM I � r :i: � � II� 6� GpL. � i � FOOT � OWNER/DF.VF.[�PP.R ADDIN6 PLYNlDO� 5PAGERS AS REGIUIRED. ` \ : � - � .. . . . I I ��°OaTx"a6xii•s ry 3 -5 I � VAIL RESO S � 91MPf�ON HDIS 4 - �-15• , i � _ _ , ,-�- �� i i�-- ---; : + , _ i ' 8. ALL GOLUMN9 SHALL BE C3)�X6 UNLES�.r NOTED OTHERWI5E. � ON bXb CAL. ' - - - , ` - , - - � - - i RRI WALL '--� - ----- --��i i € J � � i �N �D I I i , � � RT 8 q�p� - �- . � � - - - - - - - : - _ " T ii � � � � ` �: � Y --�--� � - _ � : : ; • i STEP BOTfOM n i ; . . � DEVELOPMENT 9. WOOD GOLUMN5 SHALL BE GONTIWQ/�� P`R.OM FLOOR C - - - -_ : . . _ . � : : • ! .� _ - O .. r � ; ; , � 4• 3•-�0 �.4- : � � �T, I � � , 7� ,� � 7�7�/ TO FLOOR OR FLOOR TO ROOF. TRIMh�RS SHALL BE ADDED TO STEP WALL � ;� - - - - - - � � ,I � : , FOOTINfii WITFl � - - ._-_---- -- --------- -� I` I �1 COlVII tiL V 1 NOTED GOLUMN SIZES A5 REGiJIRED. ! :._ < � - - - � � , �-�. : � STEP I i �ON bX6 5 STEP BOTTI7M �i ( r : • � . -TEAGH : . ' : � ------t--- � t � � ._ , . � - ' - r - . 3 ...._ AVON, COLORADO u � FOOTI �'�_ OF FOOTI - r ; i � � � �! ���. '(ii ------------ - - � ---- � a° i � '� 10. � INDIGATES INTERIOR BEARIN6 WALLS. FLOOR JOISTS - � i I I � ' � � ---------`•;- I w,. BEARIN6 LOGATIONS SHALL LINE UP WITH 5TUD5 BELOW. � �_�j• � 'r- `� � ry TS 4XRXI/4 : : � i � ! _ J ------+------ - - � J IA i � naafl�t � ` ` GOLUMN : : : � ` � �1: `? - � � i � "croFxemxn ;_ : : 1 I�. ALL EXTERIOR NWLLS SHALL BE GON�'.sTRUGTED USIN6 �X6 r � � � ; `�,,'�, --; f` ; i � = L ' � J ------�-................t-----�� __-•�-���" -L �• . ;: � TI � �;. : I • �- �.. .. ST11D�'.a. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL - � G I ' I � ; M STE� BOTTON� ; : I � -: -I5� ._.__ I I � : ` • : L 4�-v x a�-v- x r�- I � : I INFORMATION. EMERIOR STWr.� GAN BE SPAGED �'-O" FOR � O� ' _.�ap � � ---�-� : .- --- ----- FOOTIN6 WITH f57-°5 II I WALLS SHORTER THAN i0'-0'. 57UD5 5HALL BE SPAGED I�-4• p� , � � 1---------- ` `-----QF Ff70TIN6 1 '• ;-- - � - �'-O: . - I IQ-----------------i i �; i I _ � , - -----�z- � � �= i . , FOR WALL SF�ORTER THAN 14'-O' AND TALLER THAN 10'-0'. Y ------------------------------- - EAGH WAY ' ; I [ ' ---- - --------- - -- -..-..---- -- --- --- - � N6 W H ._.. : �'i � PI/3� � � �� i � � �,I � � 3 t � EAG . , : _.____�-4' I � � � : � .p ' s ��� I : '-.--- -- r --------- '' I ARGHIECNRE I�. ALL BEAM/BEAM AND BEAM/GOWMN C.OrYJEGTION$ SHALL BE � � �� IA - : : - � ry Denver. Col«ado _ :� ; � ; i OTHEERW15E. 51MP60N STEEL PLATE GOPPIEGTORS UNLE55 NOTED � I °' i L � � - ---L J ' � ` ;�= �` I � � � : -� � 4'-b' X 4'-6" X 1'Z' � � ` I .$. . . �E � � I i �� �i � - jp n�nsn e m�wNea 13. �RE. .4RGHITEGlt1RAL DRAWIN6£a FOR LOGATION AND SIZE OF � � FOOTIN6 WITH (57-�5 � � � -�- � 3 X 3 -b b' P � : �- � �1 r1 nFS�crvaeam'ecr ROU6H OPENIN� IN h100D STUD WALLS. I ; �;- � r � ---------- --- -• � - ` � EAGH WAY I AT I' ; ; I ���TE P � 16'�' WALL 4 � ; �� I: � � �o HART I HOWERTON � : „„ WITH . Y � I I � . sreP � � i .; � I � �'1 14. RE� ARGHITEGTURAL DRAWIN6c� FOR HANpRA1L AND STAIR � � FQR MEGF:Ij- Pe. i d1 � I TOP OF h W2AhtIN6 DETAILS. h �� `.` • � � i � �' : :. � � GRAWLSPAGE p��j � � ` ,r I: � 1� NEWYORK.NFWYORK - : • � � �` .. I � ^ � i : I I e.ar.icFILL _ i_- I ; I; I - I5. ALL EMERIOR WALLS SHALL HAVE fANTIWOUS 5TUD5 FROM _ ry I `� � I ------- - I � ' I ; � � I � � � = s�'������R��. Fwc�rveFR - -- - --------- -- -' • ` . � FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDIN6 RAiCE WALLS). _ f- ' - - --- - i : � ��'� �' I i � � y n�nmo� �nnswtsu. etacannseas,�t�c e� � � - -- -I-� � I � I � rl . I; � wvon�,cnioxa�o � i ; � , : i � �'1 r1 � . . � I ^ 3'-6' 3'-6' X 6" DE�P � �D � i : � �----a :�--' GO - • I i � „;; � ' - TE PAD � C � . � '--- - o ;� _� m LL -16'2' � Y. � (-IS' 8•+ � ' ° i � 2 I � ' �a I' � 4 0 n�ainN�n�-�eenic��exs, ��cwcee FOUNDATION NOTES= �►, h a � I : � _x_: � � ,�R , IY H wn L _ � '° TOP OF I Y1 . EQUIP. � I Foor�Mfi : -- -- -------__: _ : � ; :s : .Z � nv«.,.mco,caoo ,� Ifl i • _� � q��j GRAV'LSPAGE � I � - ; � ( STEP I�' PI � AT I'-4' I I � I. DATUM ELEVATION O'-O' EQUALS U56£a ELEVATION 81�0'-O 5/8' FT. � ' BAUGFILL - I` • � � � � L � �?- ' I av[�.Frvc;�n�FK '7 � i� �� I i_ � � ," � � � I ; f3)-1�• LvL I I °' " � w.arnseNCann:ew�vc. i�vc. Z. IXXX'-X'] INDIGATES TOP OF FOUNDATION WALL ELEVATION. " I : • �� � :. - � � � :..........._..._.._..._----k ---- . _ F vn�4cvwwv� h I • � � ; 1- - - - � � � ; • . . � ' - - - - : I : fl 3. (XXX'-X') INDIGATES TOP OF FpOTIN6 ELEVATION. O � I ; � I � STEP I ; 4. GONI`RAGTOR SHALL FOLLOW ALL'REGXIIREMENTS LISTED IN 501L5 0 Ii , T � ; I i : i �-� ._8.J F O OTI N 6 �. �PI I ; „;; I, � ��� : PROJECTNUMBER: 6285 � � '� �` ° � : . rs�PO2r. m ° _ ; -' t - �• �Pi � - sree - - - - - - - - - RE ---- . �� I AT I'-4 F O O . \ �. ' TI�l6 � s/�.T �'-4' P . � i� �; �-------- ` ` � . 5. GONTRAGTOR 5F1ALL PLAGE f3)- 5 VERTIGALLY R1LL HEI6HT OF I i • ::�� -- ------------------ ------------` i : : . - - - - - - - - - �0 • - - ' I L2J-12" L i € � �� �` i IS6UE REVISION DATE __ _ � ; _ ' : � �: WALL AT HI6H 51DE OF ALL WALL $TEPS H16HER THAN 4'-O' IN `I ' � � = : i '� =` -- ---- ------" --- ------- --- -"--- r--- - � - - -- -- - -- -j � - ` - ' ' � : , -------- ------- -----` ADDITION TO WALL`REINFORGEMENT SFIONN OTHL•RW15E. • - �i � I ; ' ; � L STEP � � - h 07 BLDG 2/CDNST 09.02.04 � � :� `;_; I` S7EP �j - - . : - - - - - '�__�_ � a>'� _;�s``". . - - - B b. ALL FOOTINff.� IN GRANLSPAGES SHALL BE BAUC FILLED WITH � ; ' �: FOOTIN6 f' --- _ . �� F�g---------r�:- -- - - - -T---- --° - -- '""�i 7A FINALCONST. 01.03.05 € GOMPAGTED STRUGTURAL FILL TO THE TOP OF THE FOOTIN6 �LL :I .;=r : � i?4� I : . ... T . iTER __* -� �- ----- ---- - - - 'i 0 � �� - MINIMUM. UNLE55 NOTED OTHERWISE ON PLANS OR SFIOWN ON _ STFP _ I : ' '^" I€ -- � 16 ADDENDUMS Og,Q9.05 i sECnoNS. a. , � - - - - - - - - - - - - - � „ �: . J ---- - ; � B , � �� �' � ' -1. FLOOR ELEVATIONS SFIOWN ARE AT TOP OF SLAB OR AT TOP OF i r -- - � � - ` � - - - � • PLYM100D FLOOR SHEATHIN6. (+� -- , y. WALL 5TEP I nI '� I �-- ---' � I i Ii 'f _____ �___ . ,„ _ ;_:_�� __ _ __ _ _ . r :> - - - - - - - - - - - 8. FOOTIN6 ELEVATIONS SHOV'N ARE MAXIMJM$ AND MAY NEED TO A , t . .. - --- --r - -- .__, .j .. . i � ��i - - - - - A BE LOWERED DUE TO 501L GONDITIONS. VERIFY GHANGES WITH � . -------- ------- --- : .. . . . .... ...... ... . � 1 : j 1 , � � it $192UG7T1RAL EN61NEeF'2. - - � - - - - , � 1 i I li ! I j 1 9. PLAGE SLAB ON 6RADE ON STRUG7URAL GOMPAGTED FILL OR !� I � ! ; l l ; i : y I 1 NATIRAL 6RADE AS OUTLINED IN 501L5 REPORT. ' ' � ! � i : 8 � '�i �i UNIT 13 10. UNLE55 OTH�RWISE NOTED - P.LL SLAB ON ARADES RRE 4• THIGK � ; � �---------' '� ` � • ` I . WITH 6X6 lN2.l X W2.1 WELDED WIRE FABRIG. � � : � € �t---�t-----------,- � i i � : -------------------------- -� : 1� ' 14'-3 I/�' ! I�'-4 I/Z' , � i 12=� I/1' 14'-3 I/1' � II. PROVIDE GONTROL JOINTS OR GON$TWIGTION JOINTS AS SHOWN ! • -• --� � -- ON FOUNDATION PLAN. MAXINNM SIZE OF EAGH AREA SHALL NOT 7 i i--`t : • � ; f-` '--"� . EXGEED �25 FT? . ! � � � I ; if i� �. i � � I � � � UN � 7 14 ; j ! ! i i : (5) Crawl Spaces: Crawl spaces ; 1�. GON7Y2AGTOR TO GOORDINATE ALL DIMEN510N5 AND DETAILS ' I� • ! ! �I � � '• I accessible through an opening ; NUTH ARGHITEGTURAL DRAWIN65. i i � �� � � i � � `-----------------_J--_�-----------� , ` I not greater than twelve ( 12) a 13. GENTER FOOTINEf UNDER WALLS AND GOLUMNS IRdLE55 I I 1 1 . . � I square feet in area, with five feet o DIMENSIONED OTHERWISE ON FOUNpAT10N PLAN. __ ________, � i ; � (5') or less of ceiling helght, as i : � ' � ! ' i ! '' ' ' measured from the surface of 0 14. REFER TO ARGHITEGTURAL pRAWIN�.a FOR STAIR FRAMIN6 DETAILS ; AND LANDIN6 SLAB ELEVATIONS. ' , I o I i �--I-- ; -.-i-i_-- ___ I I the earth to the underside of � I5. P.LL SITE NIALLS NOT SFIONN ON THIS PLAN SFIALL BE BUILT PER structural iloor members of the ; �_ : ARGHITEGTURAL LANDSGAPE PLANS, DETAILS AND ELEVATIONS. I ; � � i � � � ' ftoor/celling essembly above. - � �D 51TE WALL5 SHALL NOT BE GONNEGTED TO THE BUILDIN6 UNLE55 I < < � � � 1 e ! °i NOTED OTHERWISE. � � '--�---- - -: • ; € 9 i i - �i i i ��:::::::::::......:..::....:::::::......::::::::::..:::..-----�._----:_::_.:�::_:.�:.�::'.- R �6. INDIGA7E5 GONGRE7E WALL GONSTRUGTED UNDER ! • ° c� SEPARATE PERMIT. I i�j I I BLIII.DIlVG #2 � v i i i i i GARNGE FRAA�IIIVG AND � � II.�X INpIGATES SHEAR WALL. RE. SGHEDULE FOR ANGFIpR BOl_T SPAGIN6 L L �, L L O c� 12'-II ' 13'-8' 13'-8" 12'-II' � FOUr1DATIONP[.A[V 0 o SPAC IN6 AND FIOLD-DONW� . T g' � � � � FOt � � � i i f i i � a E _ = e� S I . 2 O * : � � 1 2 3 4 5 13 '40 N •• /�_p � m � • f1�V 0 8 U I L D I 1�1C� 2 C� ,4 �' ,4C� � L � V � L � i� ,41"� f 1�1C� �� 0 o � g = ,41�1 D � OUN D �4 T ( Ol�l fi� L �1�1 ofi =nf6 I/4" = I '-�� � 1 Z 3 t� Fj � 2004 42�40 ARCHITECTURE, INC. 6 i 12'-� �• i 13._8.� i _ 106 .2 i 12�_��. i SNEAR WALL SGNEDULE ' - - - ` - -- , � i i I i ,- _ I � i .. -_ -- ' � ;- - i �- --i � WALL PRAMING SFEATHIN6 AND BLOGKIN6 REQUIREMENT BLOC.KIN6/RIM 51LL PLATE FLOOR TO FLOOR FOUNDATION ANGHOR i i � � , L _._ I i 6X6 i b� IYPE REGIUIREMENTS FASTEFER PATTERN APp ATTAG�MBfT TO BOARD ATTAGHNENT ATTAGHN�NT HOLD-DOY�i HOLD-DOWN�'.� BOLTS � I - -- -"����� I � I N.NA. ON PLAW ROOF OR FLOOR 70 YJALL PLATES TO FLOOR �4•_2•• 9 '_O" � GOLUMN 14'-2" � GOLUMN 5rfan�i� s►ienrHir� b � �` - - i I ' -= __ A --- � i i i i .2 6X6 � L .- -- 9'- ' � � � �- - ------ I , � - (?J-LAYERS 5/8• - L1 7�I-��2X« I - - - 2X6 Si11D5 AT 6YP'.�UM BOARD I 1/4' RIM BOARD (4)-IOd TOE-NAILS (?J-ROhS Ibd V2' m X b' I l� OPP. �LUMN I � _ I I'-4' WITH OPE SIDE OF WALL OR I-J015T WTH IOd AT EAGH BLOGK NAILS AT b' 'WA' 'WA- EXPM1rION i iHAND � � . � i � - -- - _ _ _ _ O 2X SILL PLA7E �"UTM bd GOOLER NAILS AT 3" AP�GFIOR � � � NAILS AT 9' AT AT 4'-O' bXb 6X6 � . �j-- . I �- - - --. ! - � i i j � ry I AT �-O" . .. -_ .. , (�J-�XI� I 1 -- - � - � -I BASE PLY APD 8d . - GOLUMN I GOLUMN I � - Z27-Zx�2 � �I � .f . 250 GpQL� NAILS A7 T � ..__ �-_-_"l�.� i + � � L - � _ AT I '-4" I :4T FAGE PLY j . . i "I I � � --- _ - � � i �i �0 i . : i - - I �i � � � ' I i -- ----- ' Q � ; , . --- --, . � � cl� 1 I/4' RIM BOARD OR _r � - . . _ .�)'2X12-_ _-. I i i [� - - - - l� ' X 2X6 STUDS AT ISl32' PLYYJOOD I-.1O15T WIiH (]J-ROW5 IOd TOE NAILS (2�ROW5 Ibd I/2' O X 10' � I � - J ' [�] b OB I'-4" WITH WITH IOd NAILS AT IOd NAILS AT 4' AT 2' OR SIMI'50M NAILS AT 4' RE: PLAN RE: PLAN ANGFiOR BOLT I � -_.- ---.�: _-- ---'-� I 2XI2 � I p l'-8 1/2' � � I I'-9 3/4' m � �X SILL PLATE 4' AT PAI�L ED6E5 OFFSET ROW5 I/2' A35 0.1P AT I'-4' AT i'-b' - - -} - � - - --' I : I ' � � 4� MINIMIM � I AT-2X�12 AT I •_O•• � - - - 1 . - --- -� - - ¢. GOL N � GO N - O i . _. . T37- XI2 - -- -- - - - �� SINP°,�ON M5T60 51MP�.�ON FD6A t0 �i I � I 'O'-2 I/2' I I CO3X6 $7UD5 AT 15�2' PLYWOoOD 1 3/4' L.VL. WITH SIMPSON A35 GtIP (2)-RAWr Ibd STRAP EAGFi END EAGH END OF 3/4'm X 10' � � 6 f /� � TOP OF w 1•� 1'-4" WITH MUTH IOd NAILS AT (7J-R�OWr,� IOd NAILS AT 8' WITH 8d NAILS AT 3' OF WALL U.NA. WNLL U.NA. ON AMGHOR BOLT X y ,`,• 9 3Xb 51LL 2' AT PANEL EDGES AT 3' OFF5ET ROY� X I I/2' NAILS ON PLAN PLAN AT I'-b' � � i b I ( - GSXQ J[ � ��., � 14X4YhI00D i � � � PLATE V2' MIWMIM � ONLY ll0 p� I '-9 3/4' "i'-8 1/2' IA ,( C, L RAME GOLUM 10 SIhP50N LTP4 51NPEAIJ M5760 SIMPSON HD6A � ` � ^1'+ 3X6 57UD5 AT IS/32' PLYMKJOD (]J-1 3/4' L.VL. WI7H AT b' WITH 16tl (?J-ROYyS 16d STRAP EAGH Q�D EAGH EPD OF 3/4"m X 10' ° � � �L � GOLUMN - - - -- - - ----- -- -- T3j-2XI2 -- - - -- -- - --- - - - -�/ C?J-12" LPIr32 � � �- --- 5 IOX XI� --- --- 2 � OD I'-4" WITH EAGH FAGE WTH (4)-RQNS IOd NAILS WVLS NAILS A7 3' OF WALL U.N.O. WALL U.N.O. ON ANGFIOR BOLT -O'-2 I/2" . AT�4" i I D . 3 � L � 3X6 SILL IOd NAllS AT 2' AT 3' OFF5ET ROWS (ORIEN7 PLA7E ON PLAN PLAN AT 9' J�/ <-0'-3 3/4'> C� PLATE AT PANEL ED6E5 V2' MINIMIM VERTIGALLY) TOP OF 1340 � i PLYWOOD � v' � � � SIMPSON i i � w T514X4 �\ry (5)-2X6 � HP.N6ER (5)-2X6 � ~ NOTES' 10 FW4ME GOLUM lA GOLUMN EAG1-1 END GOLUMN \\\ � 1. ALL PLYWOOD PAT�L ED6E5 BAGKED WITH FRAMINEs MP.TGHIN6 REQUIRED 5'ND THIGKNE95. � . �Ij � -- ._ ---_ .�,__. _, ; � � \ � U 2. ALL PLYWpOp PANELS SHALL BE APA RAifp EXP05URE 1 SFEATHIN6. 2 -- - --. - - -i- I -- - (4)-12' L.V.L. \ 3. RE: 5/51.01 FOR TYPIGAL HOLD-DOWN INSTALLATION DETAIL. _ TS IOJ<4JCI�2 � _ _ _ �y-12�� LP��2 • �� ('T7 „ rl 4. EXTENT OF SHEAR WALL DENOTED BY - . - . � . - . - . - • - D � -- <-O'- 3/4"> _ �, ��- 1 " PI i 12' LPI/32 �� �� � �� 5. IN LIQ1 OF 3X FRM11N6, DOUBLE 2X SND5 6LUED AND NhILED WITH (�-ROW�' 16d NAILS AT I � � S�MP�,,�ON AT 2• � � C� � AT I '-0" i � 12" LPI/32 _ w W � - 8' MAY BE USED A5 A GONTRAGTORS ALTERNATE. . AT 1'-4' b. ALL WALL TOP PLATES SHALL HAVE A MINIhI1M SptJGE LEN6TH OF 4'-0' WITH (16)-Ibd NAILS IN (1J-ROWS. - jJ ✓ I (g)-2X6 qNH�4a co� I ..� r�i -� C � GOLUMN I � I PRO��DE OPENI FOR � i EAGH END _ - - - i ; IV� i FLUE BELOW. VERIFY WITH i � � r ' � ��� � 5 MANIFAGTURERS 5P�GIFIGATION�_a I � � z (4)-12" L.V.L. + -. i � %/ 12" LPI/32 . � • i - � ; ' 'Z (4)-IY L.V.L. I I � � �T1 O '- � � �� LPI/32 � AT I'-O" J ` �)I -�--- - 2 - ��� F � � � . i � _4 � --_'J O'-� I I � 1� - _ /�V i . 12" L I/32 , � �J-2� TOP OF (5)-2X6 l ry � : i i � AT 2' O' - I � i PLYNIOOD i i O \ ; ; (V . GOLUMN GOLUMN I � � I I 5 � I (4)-2X6 (2) SI MST12 � r n � I ' ' .Z i �- � - GOLUMN STRA Ci^IRAP � ' ' � i i (4)-12" L V.L. i !?�-12' LPIl32 �: � �0 Z I . � - � 4 AT I '-4" ��'�N R J TO D9 ABO�/E) / _ � C_ . � L . " . , i� WOO� FRAMINCs NOTES : ' � o�-o� -+ -- - � l4)-i�" L.V.L. � � J I GO U�I PLYWOOD GOLUMN ' I --- �� I i -- -- (3)-�2� I O -�-! � - '�' 1 . ALL WOOD FRAMIN6 JOISTS SHALL BE LPI/32 TYPE J015T5 AS � , AT I '-4" _ ; _ _ . __ _- - _ _ _ _ _ _ _ MANUFAGTURED BY LOUI5IANA PAGIFIG GORPORATION. ALTERNATES � (]J SIMP=.�O MST12 (4)-2X6 , UP ONL _ 12" LPI/32 _ - C . 3 ocvNFa/navtlneFx SHALL HAVE EQUAL OR 6REATER GAPP�GITY AND SNALL BE \� 51M N I x iSTRAPS (W P � (2J-12' LPI/32 GOLUMN i (3)-2X4 � . i j� ' i AT I•_4'. � REVIEN�D BY THE EN6INEER OF REGORD. �_ � J AROUND LV --#iEAM J � R AT I'-4" GOLUMN � � ^ `� � TO 57UD5 ) ry (3J-2X10 i n �/4" 9TE L 9ADDLE VAIL RESORTS 2. "L.V.L." INDIGATES LAMINATED VENEER LUMBER BEAMS, AS MANUFAGTURED BY I (4)-12" L.V.L. LOUIStANA PAUFIG CARPORATION. ALTERNATES SHALL HAVE THE SAME OR 1 � _ �_ __ OD i . � , ----- J ry i I ' WELDE TO BE l^�B I - DEVELOPMENT FjREATER GAPAGITY A5 L15TED IN THE STRUGTURAL 6ENERAL j �.,��� L.V.L. _. . -___ �, 2X8 • - - '�� 1 � = TS 4 4 4 � �TES. � �---r� �; � ' p colvrn�vY - � - - - - ----_T � AT I �_4�� ----- ----_ • J aY GOLUMN I/ I O - - -�- - - - - - _ � � . . C �_ ---- � - • - - • - • - � 3. INpIGATES GOLUP!IN DOWN ONLY- MULTIPLE 2X FRAMIN6 NOTED - I - � - i (3J-2X4 I - ---- I � - - ►- _-__-_---- _-- M1 ❑ X 12 �`T I 4� I ry GOLUr�N . I -oaerf _ J 1 ' {y- - ry � �,- -- _-�� ' � AVON, COlARADO ON PLANS. - - :-- � i -- -- - -- i i ARGHRF'G70NRECARD �: i (3J-2XI0 ! ---- - - �_• ' ` � i I � UP . I/4' STEEL ADDLE ry 4. � INDIGATE9 GOLUMN UP AND DONW IAVLE55 I7 BEAR5 ON i P ______ � I I ONLY � i l GONGRETE WALL OR FOOTIN6 BELOW, OR IT IS LABELED UP ONLY. . _ ; LDED TO BEAM W i NLY J � . � -- -- -- I -� �� 12' LPI/32 I � � � � TS X4XI/4 � -. _ � - - --- � _ ' J -4 � � .2 5. < > INDIGATES TOP OF BEAM ELEVATION OR PLATE HEI6HT ELEVATION. -� }---- " _ ■ � - OI O�s GO UMN J r__- � _ ` � � ------ i GO N _ I I I _ � - - -- -- a.------ �N - P � � --_- -- � _� � .s� �.._a . .��t . e ._ - -- ' __ LY ' AT I ' ' 6. �""- INDIGATE5 TOP OF STRUGTIRAL FLOOR SHEATHIN6 - - - --� I ^ I I � -� � M� ELEVATION. � � -----_. ___. .__ _-__ ---- --------- -.. ,� N ^ � - --- ) -� � i ---- -- -- --- n I �' o�. ca�ao �. HEADERS SHALL BE (3)-2X8 UNLESS NOTED OTHERWISE. ALL � ,� I � �- a � �'• • -�- -- - � � ^ h�ADERS SHALL BE BUILT OUT TO 5 I/2• (3 I/2') WIDTH BY J = _. ____ _ (2)-12" L.V.L. � ADD�N6 PLYWOOO SPP.GERS AS REG7VIRED. �� J I I - F- �- Tl"LPU3T • ' I � � � w�srce�r.v:�t�t � � i � Q � _A7 I'-4'__ : 3iE4- . � ( � N i � nrsicr necsurr:cr H. ALL GOLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERi^115E. � � �P i � _ _ ry_-_ N � O I � � � n HART � HOWERTON A. WOOD GOLUMNS SHALL BE GONTINUOU�.� FROM FLOOR � ONLY _ _ _ - __ TO FLOOR OR FLOOR TO ROOP. TRIMMERS 5HALL BE AD�E� TO ' ^ � � - • I _, � � r 13 l0 NEWYOHK, �]GWYORK NOTED GOLUMN 51ZE5 AS REQUIRED. - ��-�� L'�'L' � --- - -- ry _l � I . � .2 X ao acn.-a�cFtac�tmm 10. � �NDIGATES INTERIOR BEARIN6 WALLS. FLOOR JOISTS _ I � � � � � I � �+or+ ' xt�'wst�.� 'LVm�s,wc BEARIN6 LOGATIONS SHALL LINE UP WITH STUDr.� BELOW. � ' • 2" LP132 � AVOIi, COIARADO � � -- ------- - � _ i i IV I O I � ------ - -�- -- T ��-'4" ONLY 12" LPI/32 n�crren�c,v.ecer.iatcwi.FVCm•eFa II . ALL EXTERIOR WALLS SHALL BE GONSTRUGTE� USIN6 2X6 (m`I � � j A I AT I '-4" �._ et-Lt;ncuamis,uac STUD�' . REFER TO EMERIOR WALL DETAILS FOR ADDITIONAL � I i I - evoA, cowanoo INFORMATION. EXTERIOR STUDS GAN BE SPAGED �'-O' FOR I � v I � "" � ----"---7 C � � i � �g ' - -- i ' i_ - � crvn.�c�x WALL5 SHORTER THAN 10'-O'. 5TUD5 SFiALL BE SPAGED I '-4' � � • i , . .� �-- � i_ _ � _____-7 .vrua� �cu+�sc.wc FOR WALL SHORTER THAN 14'-0" AND TALLER THAN 10'-0'. 1 )( 2 ( j ; i I � , i I vnn, minnnno 12. ALL BEAM/BEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE � i i I . �---- - I � �__.._------- -_, - � i '•---------- � � 2X4 �EARI L . { .2 MA�E WITH SIMP�.�ON STEEL PLATE GONNEGTORS UNLE55 NOTEO 9 I �P � � 12 LP��� + �F ; I 07HERWiSE. UP � . J L O N L Y I AT I �_4,. i �--- ._...__ -- - ON P ' GA S I ; � I ) 13. RE: ARGHITEGTURAL DRAWIN65 FOR LOGATION AND 51ZE OF ONLY ! . � _ �� PRO F,C.T NL'MBF_R 6285 ROIK3FI OPENINC3S IN WOOD STUD WALLS. � � I � I � DUM�1 E SHAFT i (2)-12" 'L:'��- -� I I AT I '-4 I gEqR 18X50 ��� � I � _ :- - ' � OPENi iN AST � - - - � � ON PR AST SLAB L+ R�VISION DAl'E �.___ 14. RE� ARCHITEGTURAL DRAWINEf'.� FOR HAN�RAIL AND STAIR GANTILEVER �lOI5T5 � _ � I '- SLAB OOR�r: �.p_ I . - - - �- - � 4XM4` �- _ - _ - _ - _ - _ - _ _ WA P B ,� LSSU - -� FRAMIN6 DETAILS. OVER WALL - --- - - I i FRAMI �- ------ - � ' � � pJMB ER SFIAFT ' N - - - -- _ � 07 BLDG 2/CONST 09.02.04 2 LPI/32 AT I '-4' I OPENI IN PREGAST __ __ WALL EP_ �_____ __ � � 2X4 Ti 1 4" C ANTIL E V E R O V E R WP.L U I ' - SLAB A FLOO R --------- ry I5. ALL EXTERIOR WALLS SHALL HAYE GONTINUOU�',� 5TUD5 FROM BEA YJALL N � -- ---- 7A FINN. CONST. 01.03.05 FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDIN6 RAKE YJALLSJ. UP � I I_ � � c�pg I I ._____ ______ _ _ _ _ _ _ _ _ ONLY : 7 i - i-- ----- ---- • i BEAR WI X50 ON I � �-- . �- ------� - - - - ' 41 ! 16 ADDF:NDUM 5 05.06.05 I PREGA SLAB WITH I ' .- --(�?7-+3'-i )-5 1 . . . � 7 �, l - A. � - - - - - - - - - - WALL _ } TS 4X4 I/4 Sl'UB- T�� - - - -- � � 2004 42�40 ARCHITECTURE, INC. 1 2 3 4 5 SHEAR WALL SGHEDULE � 12'-" ' � �3�-e• ' �3•-8- � ,2•_„ � � WAIL PRAM�M6 SHEATHIN6 AI� BLOGKIN6 REQUIREhEN7 BLOC.KIN6/RIM 51LL PLATE FLOOR TO FLOOR Fq1NDAT10N .4NGHOR - TYPE RE(i1NREMENTS FASTENER PATTERN AND AT7AGFIhENT TO BOARD ATTAGHhgNT A77AGF8NENT F10LD-DOYJ�L�i F�OLD-DOMLS B01-TS � � � � � - N.N.O. ON PLAW ROO�TMP�R TO WAI_L RATE5 T�ATFLOOR I (Z-LAYERS 5/b' � � � � � 2X6 SiW�' AT 6YP''.�I1M BOARD 1 1/4' RIM BOARD (�-IOd TOE-NAILS (?)-ROh15 Ibtl 1/2' m X b" I I'-4' WITH ONE 51DE OF WPJ_L � �_,�p�T WITH IOd A7 E/�GH BLOGK NAILS AT b° -N/A- -WA- EXPAN510N O 2X SILL PLATE �"LTH bd GO�LER NAILS AT 3' A�dGF�R NAILS AT 9' AT AT 4'-0' � � � � � 250 BASE PLY ArID 8d GpOLER NAILS AT l" AT FAGE PLY . r /1 i � � � � NJ I I/4' RIM BOARD OR - 1'T1 2X6 STW�' AT 15/32' PLYYdOOD i-J015T WITH (2)-ROWS IOd TOE NAILS (1J-ROM5 Ibd V2' O X 10' - 1�� OB I'-4' WITH WITH IOd NAIL5 AT IOd NAILS AT 4" AT 2' OR 51MP50N NAILS AT 4' RE� PLAN RE� PLAN ANGHOR BOLT (2)-2X6 TRIM 5TU + r ' 2X 51LL PLATE 4' A7 PAI�L ED6E5 OFFSET KOW�'� V2" A35 GLIP AT I'-4' AT I'-b' � � � C3)-5 I/2" L.V.L. � � v �O MINIMJl� 1� . KIN6 STUDr � GpLUMN � GOLUMN F-� �I � GOLUMN I� � GOLUMN - � O 51MP5pN M5T60 51MP�,�ON F1DbA I 3 ' l'-b I/2" i (2)- G5XQ][ i C3)-12" L.V.L. 7'-8 I/2` I 3/ ' 3X6 5TUD5 AT 15/31' PLYYJO'OD 1 3/4' L VL. WITH SINP50N A35 GLIP (?�-ROW5 Ibd STRAP EAGH EI� EAGH END OF 3/k'm X 10' GOLUMN 10 � w �"'� OG I'-4' WITH WITH IOd NAILS AT (�J-ROh�'i Iptl NAILS A7 H" WITH Bd NAILS AT 3' OF WAI_L U.N.O. YJALL U.ND. ON ANGFKX2 BOI.T y 3Xb SILL 2' AT- PAREL ED6E5 AT 3' OFFSET RDY�K'.� X I I/2' NPJLS ON PLAN PLAN AT I'$' � � JY � � � ll0 PLATE - I/2' MINIMAIM ' I (�N6 5 DS L.TUDS + � � ,`1" v I � �. i IOX4XI/Y' . ^ 51MP�.�ON LTP4 51MP50N M5T60 51MP'',�ON HD6A � L �P FRAME T5 4X4XI/4 r /� �..1 � 3X6 STUDS AT 15l32' PLYY�IDOD (?J-I 3/4' L VL. WITH AT b' WITH Ibd (]J-ROW5 Ibd STRAP EAGH END EAGH END OF 3/A'A X 10' IO i ' i i �l i Y' �� BEAM i ��MN UP �� J r � OD I'-4' WITH EAGF1 EAGE WITH (4)-FLOW�',a IOd NAILS NAILS NAILS A7 3' OF WAI.L U.N.O. WALL UNA. ON ANGHOK BOLT '2 I C3)-12" L.VL. (3)-2XI0 - - - - - - - - (3)-2� �� _ D. 3 � � 3X6 51LL IOd NAIL$ AT 2' AT 3' OFFSET ROWS (ORIENT PLATE ON PLAN PLAN AT 9' O PLATE AT PMEL ED6E5 I/2' MINIMUr9 VER7IGALLYI i � <IO' I/4"> � � 1340 Y i TS v i ' ---- - -----�� � � T.5' ' L f 1 L AL�L�YWOOD PANEL ED6E5 BJ\GKED WITH FRAMIN6 MATGHIN6 REQUIRED STUD TH{GKNE56. I i IOX4Xt12 ( �ry I I __--- - - I 14X4X1/2 I �J � � \•/ � � l� � ^ I I FRAME T.S. ` � 2. ALL PLYWDOD PAPELS SHALL BE APA RATED EXP05URE I SFEATHIN6. i F��"�E ONL (h i i I ; � i i � � 3. RE. 5/51.01 FOR TYPIGAL HOLD-DOhAI IN57ALLA710N DETAIL. BEAM I Q � � GOLUMN 14X4XI/2 "�'ip w � .w.l 4. EXTEN7 OF SFEAR WALL DENOTED BY — • - • - • - • — _ p ,'`-1.! -� I � Kt FRAN� rT, W � 5. IN LIE11 OF 3X FRAMIN6. DOUBLE 2x 5TUD5 6LUED APD NAILED WITH (JJ-ROWS 16d NAILS A7 -- - - - - - - - �— - - � <IO'- I/4'> - -- - � - - - - - - � I , O i i GOLUMN I w 8' MAY BE USED AS A C,ONTRAGTORS ALTERNATE. � � UP i ONLY � � I i b. ALL WALL TOP PLATES SHALL HAVE A MINIFIIM �iPLIGE LEN6TH OF 4'-O' WTH (Ib)-Ibd NAILS IN (�-ROWS. . -I UP T.S. ' I - -- -- --- I . .� v I I � � \0 ONLY 14X4XI/2 � � �Y � � ` ONLY � � ONLY � V ��J' n.'I' � T.S. FRAME ^ i I f '� i � I i � i J �V F-1 1' 14X4Xi/2 GOLUMN `t OPEN - i #. w O � FRAME I I tl1 �� , - , `.� I Q 12' LPI/�2 ry- '� _ J H GOLUMN � � � � _`� I � I I u� Ar i •-a• 6 ;� /�/ � I ' I _ � � --- i � � � _ u , , � �� � --- --� 13 g � � �J � p J � ONLY i � I I iOP E N i 2 X 4 B E A R I N 6 i �0 � � � lV J � � UP ' � - VJALL TO MIAIN '2 � O � - � I ONLY : � � �/ LEVEL FLOOR � � Z +� `0 IY" LPIl32 � I I I � I �� I I -ry7 ry � 6 /VT I '-4' � I ��- --- � O FOR LANDI � � ` � �l• � I I � �=-J --- ELEVATION� �p�Y I I � SIMP60N � I - WOOD FRAMINCs NOTES : ' �D I I � 13 � 2X4 BEARIN6 ' --- 8� � O , � I I GOLUMN Z ; 2 WALL TO MP.IN A�� � ---_� oavwea/o�neEa '3� �OC � � LEVEL FLOOR I - . - — - — - — - C .3 R I . AL� WOOD FRAMIN6 J015T5 SHALL BE LPI/32 TYPE JOISTS A5 �e� Q � � ONLY -Sfh�1P�'.�ON � MANVFAGTURED BY LOU151ANA PAGIFIG GORPORATION. AL"rERNATES +� � � RE: ARGH Oq � I. i �-a, ►+o.� - VAII. RESORTS � � I I FOR LANDIN6 12' L.V.L. - � SHALL HAVE EQUAL OR 6REATER GAPAGITY AND SHALL BE I (5i¢EWED) � ?a-SIMP�',�ON f�tEVIEWED 6Y THE EN6INEER OF REGORD. �z� - ELEVATION (V L�°1' H END i MST72 DEVELOPMENT -- 51MP60N� � UP (3)-2XI0 J I 2. "L.V.L." INDIGATES LAMINATED VENEER LUMBER BEAMS, AS MANUFAGTURED 6Y � � O ��2 ��Y 8X8 � i -� � � _ ___ ._ � � � r� '�'�� �2� � 7� ,�7� A �T LOUi51ANA PAGIFIG GORPORATION. ALTERNATES SHALL HAVE 7HE SAME OR GOLUM ------ -�--"--� --�� ;� � � -J�_ i, AN6LE COlV11I11VY - --- --- _-•f. 6REATER GAPAGITY A5 LI5TED IN THE STRUGTURAL 6ENERAL ' �--'�-- ! -1"--" -- -- - - I 2XB 7 - -._-- - - _ 7 GONNEGTIO - - AVO , OLORAIX) NOTES. C - - - — - — - - — - - — - -�=4- �� — -i l�P— - AT I'-4' � I I ry M � bt . � -• - • - --- --- ' - 51M - - i ONLY � I O N C -�. wlox22 G m .,acH�Tecr ox aFrnao � HU HA 6ER I � 12" L.V.L. - ----- � � Z � <IO'-1 3/4'> i 7 3. ❑ INDIGATES GOLUMN DOWN ONLY- MULTIPLE 2X FRAMIN6 NOTED (2)-51MP''.�ON ' (SKE D) I �: �� ON PLANS. MST12 � EAGH -019- - � J n . (3)-2X10 STAIR --�--- a _ � J � � �,, � r0 ----- p UP -� � I 4. � INDIGATES GOLUMN UP AND DOl^N UNLE55 IT BEP.RS ON I AISG (2) 'F ` � � � --- -- - - � �} � � _ i GONGRETE WALL OR FOOTIN6 BELOW, OR IT IS LABELED UP ONLY. � � � I � GONNEGTIO P p -J- --- ---jt � ��---- ..� i �---- -- -- --- �- --- ---- - �" " 40 UMN oN 12• LPI/32 . J � _ _ � LY _ _ 5. < > INDIGATES TOP OF BEAM ELEVATION OR PLATE HEI6HT ELEVATION. - - - - - " AT I '-4' _ � p O � _ ry Q ;' i { �__ _ -- i -- - -- _ i a o�a o o �� b. � INDIGATES TOP OF STRUGlURAL FLOOR SHEATHING p • W��x�2 � ^ _ __ __ _ _ _ � D e n v e r c 'a z .�. i �- ^ ELEVATION. � <IO'-I 3/4"> � x � __ __._ . 14 ---�� ^� 1 -' I I � MASItiR PLMINFA - - -- -- STAIR i 2 NA a l. HEADERS SHALL BE (3)-2X8 UNLE55 NOTED OTHERWISE. ALL --- - I I � nESic� nxam�r.cr HEADERS SHALL BE BUILT OUT TO 5 I/2" (3 I/2") WIDTH BY I � � �� (4)-2X6 � � ' ---� I � 51MPEiON `---- --- " ADDING PLYWDOD SPAGERS AS REQUIRED. � J 12' LPIl32 GOLUMN -- - "-� iF_ _ _ HANGER �4�-��' II � i HART � HOWF,RTON , AT I '-4' L 1 GOLUMN • ' 8. ALL GOLVMNS SHALL BE (3)-2X6 UNLE55 NOTED OTHERWI5E. I I � T I 'P4�2 � � i II (��-�"�N �'�� ry y�Y� 9. WOOD GOLUMN5 SHALL BE GONTINUOUS FR.OM FLOOR I ^ I I I � � I � �Y� �__ -.� 14 ��_ �-- - -- TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO - � --�---- O ���i �GTM� : � ----- -------- NOTED GOLUMN SIZES A5 REQUIRE�. ' - ^� • �A°O ry ' I Z "_'____ 1 I A40NAOL•' RNh�PGI.I.PllGL41�S,LNC ___. .__ __'" � � I _ � I ( on co 10. � INDIGATES INTERIOR BEARIN6 WALLS. FLOOR JO�STS — I -- � - �4�_2� I i -----� C"__�=- � I � i n�crann�c�v.scECiwcwctxcrta�a sc � I I I Y-L HNG1N799IS,L�1C BEARIN6 LOGATIONS 5HALL LINE UP WITH STUD5 BELOW. jp �L�N (4)-2X6 � I I nvoh, cowRnoo N � GOLUMN L 12" LP132 C3)-2X6 � crvn.eavc�*nmx II. ALL EX7ERIOR YJP.LLS SHALL BE GON�.�TRUGTED U51N6 2X6 yTU�S. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL O INFORMATION. EXTERIOR 5TUD5 GAN BE SPAGED 2'-O' FOR G � AT I '-4" GOLUMN J nu•i V�cwD�c,wc NUlLLS 5HORTER 7HAN 10'-0". STUD5 SHALL BE SPAGED I '-4' - -- --- -' 12" LPI/32 r------- -- -_._� � � ' � f4)-2X6 FOR WALL SHORTER THAN 14'-0' ANp TALLER THAN 10'-O". ______ AT I'-4' I ------- - -- J . GOLUMN [----- l t W - i 12. ALL BEAMBEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE � - � � I �P I 10'-4' � � PROJFCI' NUMBER 6285 MADE WITH SIMP50N STEEI PLATE GONNEGTORS UNLE55 NOTED � (GO UMN I ( ' I ONLY i � TOP OF � I ! OTHERWISE. � ( � f I I ' J I PLYWOOD m I � I S S C E R L V L S I O N D A'1'E 13. RE� ARGHITEGTURAL OR.4WIN65 FOR LOGATION AND SIZE OF /� - ROU6H OPENIN6f� IN YJpOD STUD WALLS. J� I - - � 1 J - � P � (4)-2X6 ___ _ _ C----- :- ' - — - — - — - ' - - - 07 BLDG 2/CONST 09.02.04 --- -- - � 'F - - - - - - - - - - - - - - - - - B. � GOLUMN I I I i ! - � �0._4. � i r� ' � � I _ I � � � � 7A FTNAL CONST. 01.03.05 14, fLE: ARGHITEGTURAL DRAWINL�.� FOR HANDRAIL AND STAIR J W � J FRAMIN6 DETAILS. i � 15. ALL EXTERIOR WALLS SHALL HAVE GONTINUOU�a ST11D5 FROM J T� � i I I I I I - - - - - - - - ry I Q - - \ I - - - - - - — _ � FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDIN6 RAKE WALLS). ry PLYWOO � � i � _ _ ax _ -t� v � m ,. ,_ e X J j � I ; _ � - - i ' (2J-9 V2" L.Vl. � � j -- I6. OB INDIGATES SHEAR WHLL PER SGHEDULE. - - — - — - - — � 6 UP - — - �� - — - — - — - �_ -____-�_ -- - � l ---- r A. 1 - —� - °� — er� - — ; -_ t � ---1 I — � i , � , - i l � � � � : � - -- � - , ry \i --_ _. - - - - - -- --- -- - .. _. _ _ 1 �_ ; � i �V (5)-2X6 i � � � GOLUMN ; � I AT 2'-O,. ------ - - - . , � Q � GOLUMN 12' LPI/32 i ' -_- • � q - - - �---�t� i - - - - - - - I i AT 1•_,4• , m :. .� �it J ' � [a�-axv ' � I ' _. _--- - - - _ __ . . ------ -- --� � C2)-9 I/2' L.V.L. � fr I GOLUNIN - - ' � I __ ____ _'_� ry � ----- - , - -------- 12' LP132 � RP.KE RAFTER � I � �.�- --- ' I i --- Up - -�- . Up i -�I UP i �E: �-'O`W ; I � I '°'T ���4� I ONLY ONLY EXTE IOR �� ONLY 12 � j - i WP.LL BOVE � (4)-2X4 RE. � � �---� � � � , � _ 3)-IY L.vl- - -r� GOLUMN � ARGH � - I } � (4)-2X6 � _ _ - ___- 51MP50N � : _ - GONTI�AIOU�'.� � _ _ I J p GOLUMN ; L55U � , 2X BLOGKIN6 i - ONLY ; -- - - �� il j � i � - i I/4' X 5' X I '-O" GAP AND BA5E ONLY ry EX ERIO � ONLY j ; r--- 2XI2 � 2•_0- PLATES WITH (2)- 3/4'm THRU- (4)-2X4 � f 1 WAL� A AT 2'-0° I � BOLTS TO TOP PLATE5 GO�u'4N � - - - - - � � - - - - - i i � i i i � � (3J-1 N.L � _ I ; -- f3)-9 I/Y L.V.L. - -- - ; , I UN I T 14 _ eo irruous �e, _ u � ------- ---- --- ( A � � i q � - - — � . _.--- -- X I ; � - -L- � i (2J- GSX9 ][ WI7H 1/2"m � 2 f-- -, � AT 2'- � AT 2'- `,,�X � ry � � I � ! � I LR OF I � i THRU-BOLTS AT 2�-O' FOR A ' ^ ! � � I � � i WOOD WE6 PAGK � 4 -2X4 I _ � \ ' GOLUMN (4)-2X4 � i � i . ` �---- -- r - ' � GOLUMN - i i i �'-O' I L - � ' � , � --- -- �� i 2XI2 I lD BCILDING #2 N (3)- I/2' L.V .� + AT 2'-0' RE: ARGH. LOW I . IV . � UN I T 13 . � S ,E � ��L� Gvvtia �1iV[�.1. � I I/2 I I/2" i ROOF �- -_.- -. . r____._ . _. _ _ .__ . ___ ._ •,___----- ------ --- --r- � i , R'•. « ° s � cTioN � � o � : O FRAI�IING PLA:\ / a 3/4' = I'-O" � � � I GOLUMN � �LUMN GO UMN • * � ry � 12'-� � ' � �3'-8" �, 13'-8" � �2'-�� " � 9 0� � 2' AT 24" � �' � I • � � � N i i i i i F ��� s 2' AT 24' 0 % �E�GTION A - A �� 1 2 3 4 5 � 0 <� � � l� ( LD INC� #2 l� fi� i= � i� LE � � L � �� 1� INC-� PL ,� N ,� o zo6 I/4• _ � �_O" � 2004 42�40 ARCHITECTURE, INC. SHEAR U1ALL SGHE �ULE 1 2 3 4 5 WALL FRAMIN6 SHEATHIN6 AND BLOGKIN6 REQUIREMENT BLOGKIN6/RIM SILL PLATE FLOOR TO FL.00R FOUNDATION ANGHOR BOLTS TYPE REQUIREMENTS FASTENER PATTERN AND ATTAGHMENT TO BOARD ATTAGHMENT ATTAGHMENT TO HOLD-DOY:NS HOLD-PO1�15 (V.N.O. ON PLAW ROOF OR FLOOR TO WALL PLATES FLOOR SHEATHIN6 � � SHEATHIN6 � 12''ll " � 13�_8" � 13�_b•• � 12�_� � �• (2)-LAYERS 5/H' 2X6 STUDS AT GYPSUM BOARD I I/4" RIM BOARD (4)-IOd TOE-NAILS (2)-RDWS Ibd I/2" m X b" � - A 1 '-4" WITH ONE SIDE OF WALL OR I -JOIST WITH IOd AT EAGH BLOGK NAILS AT 6" -N/A- -WA- EXPANSION � � � � 2X SILL PLATE W�TH bd GOOLER NAILS AT 3' ANGHOR I i BASE PL TAND Bd AT 4'-O' SIMPSON LS90 GLIP 250 ppLER NAILS AT l � � i � AT EAGH ROOF JOIST � AT FAGE PLY � I TO 511B-FA IA I I/4" RIM BOARD OR � I INVERTED SIMPSON INVERTED SIMPSON , UNLESS NOTED OTHERWISE, B 2X6 STUDS AT IS132" PLYWpOD 1-J015T WITH (2)-fZOWS IOd TOE NAILS (2)-ROWS 16d I/2" m X 10' � RE: 9/54.22 FOR ' HV HAN6ER � � HU HAN6ER : HAN6 ALL J015T5 O�/ER I '-4" WITH WITH IOd NAIL5 AT IOd NAIL9 AT 4" AT 2' OR 51MP�.�ON NAILS AT 4" RE: PLA.'d RE: PLAN ANGHOR BO�T SNOW6UAR� BRAGKET i MASTER BE�ROOM WITH 2X SILL PLATE 4' AT PANEL ED6E5 OFFSET ROWS I/2" A35 GLIP AT I '-4" AT I '-b' ( pETAIL . RE: ARGH. � SIMP50N L55U HAN6ER5 r ^ MINII-VM FOR LOGATIONS ; �. � .. 11 1/4" L.VL. �UB-EA�raGlfj - . i VJ 460 i i SIMP�.�ON M�?T60 51MP�.�ON HD6A I � � i � w C 3X6 5TUD5 AT IS/32" PLYWOOD I 3/4' L.V.L. WITH SIMPSpN A35 GLIP [2)-ROWS Ibd STRAP EAGEI END EAGH END OF 3/4"m X 10" I � r ' I '-4" WITH WITH IOd NAILS AT (?J-ROWS IOd NAILS AT H" WITH Bd NAILS AT 3' OF WALL U N.O. LJALL U.N.O. ON ANGHpR BOLT i IOX24 GANTILEVERED i- � ` / 3 X 6 S ILL 2' A T P A N E L E D 6 E 5 AT 3' O FFSET RO W S X 1 I/2' N A I L S O N PLA h PL A N A T I '-6' -� (2)-1 2" L.V.L. R E: A R G H. F O R �/ L -Il0 PLATE I/2' MINIhUM (BAGKSPAN H•_O•• . O MININXIM AND RIP TO GANTILEVERED �2 JQ OUTRIGGER LOGATION � � � 5 I/2" WIDTH AT BAGKSPAN ' (H'-O" BAGKSPAW � T5 4X4X1/4 GOLUMN i � . c ' (3)-i2" L .V. li I/4" L.V.L. SUB� FASGIA �T � SIMP�',�ON LTP4 SIMPSON M�T60 SIMPf�ON HDbA J i : Q WITH I/2" X 8" r� �..� 3X6 STUDS AT IS/32" PLYbJpOD (2)-I 3/4' LN.L WITH AT b' WITH Ibd (2)-ROWS Ibd STRAP EAGH END EAGH END OF 3/4"m X 10' : � I : v' y� KNIFE PLATE AT DUTRIGC'ER � D I '-4" WITH EAGH FAGE WITH (4)-ROWS IOd NAILS NAILS NAILS AT 3' OF WALL U N.O. YJALL U.N.O. ON ANGHOR BpLT � 7l/g J (5)-2X6 i ' _ � � ��� ATI 2•i,• XI2 � m I I I/4" LN.L. � 3X6 SILL IOd NAILS AT 2" AT 3' OFFSET ROWS (ORIENT PLATE ON PLAk PLAN AT �i" i l ; 60LUMN = GOLUMN i� f�.T 2'-O" - SUB FASGIA PLATE A7 PANEL EDGES I/2' MINIhUM VERTIGALLY) . I ' ��l' - ^ 1340 I ERTED 51 PSON 4.2 . - 2 12 � 2XI2 I : l� � � HANGER � A 2�_�.� = AT 2._��. ; ; l�Y ' �- - _ - '. G f /1 F� O N T : G I . .( -- - _ .. . . . � ;, SIMP50N LSsiO \/ J � i � I '. , � - � ._ . � � 'i � G IP (IYPJ I . ALL PLYVJDOD PANEL EDGES B.4GKED WITH FRAMIN6 MATGHIN6 REQUIRED 9TUD THIGKNE55. (V . _ . _ . _ . _ - . - ' . � - - � _ -- _ _ - . _ -__ _ - _ . _ _ _ - _ _ _ 2. ALL PLYWOOD PANELS SHALL BE APA RATED EXP06URE I SIf.ATHIN6. - (2)-1! - 1/4" �.[,L. - -FLISGIA ' CI� �"'� 3. RE= SEGTION 5 ON THE "GENERAL NOTES AND DETAILS" SHEET FOR TYPIGAL HOLD-DOWN INSTALLAYION DETAIL. � � �' � (31-9 I/2 .V.L. C3J-2XI0 J 4 _ J p ' � W O 4. EXTENT OF SHEAR WALL DENOTED BY - • - • - • - • - • - i � IOX24 GA ILEVE i � O � � �` ' � ~ I { (3�-2X6 J 4,2 � � �. � Z �, 2X1 5. IN LIEU OF 3X FRAMING, DOUBLE 2X STUDS GLUED AND NAILED WITH (2)-ROWS Ibd NAILS AT � 6AGKSPA 15'-O' KI G STUDS C2)-GSX9 x , ry = : �� - f ��� 3� AT -O" O O H" MAY BE USED A5 A GONTRAGTORS ALTERNATE. i i ! MINIMUM A D RIP TO �2� �x6 GOLUMN RE� 1/SL2 � - � 3)-3/Am ; ' `/ � m J � `r \ V 6. ALL WALL TOP PLATES SHALL HAVE A MINIMUM SPLIGE LEN6TH OF 4'-O" WITH (Ib)-Ibd NAILS IN (2)-ROY� . I ' - _. AT . T IM STUDS FOR DETAIL - 2x�2 - HRU-BOLTS: i �` F O % � i � � �P.GKSPAN . _� R � � . . . _ . i = AT I '-O = ; : � - � V i �.. Q [� ��1 ti ROO F F R A M I NCs N O T E S: � � ! ' � s�M r, Hu 3 • L � w •r+ ' � ' '- (2)=l2 L.Y. . �.� . _ Hq ' `'` � � - -- - --- - - - - ---* i- � � - - - - - -- - - - - - 2 ; 2XI2i . S� C2)-II 4" L.V I . ROOF SHEATHIN6 5/8" (40/20 $PAN RP.TIN6). STAC�GER PANEL END .XJINTS D �'� XF ' '4T 2I � 5T � < - I W AND FASTEN WITH IOd NAILS AT b" MAXIMUM ALL EDGES AND 1'-O" MAXIMUM ryQ � � � HUSSWANGER I ! ; - GOLBVMN LL INVERTED SIMP�'.�ON �7 �T+ OTHER SUPPORTS- /� I-2X I SIMP��ON HW : 2X1 m HU HAN6ER �� h�� l ' � L� LUM� � HANGER AT .�'-O" _ � IRD R TRUx - - � �4)-2� 2. RE: ARGHITEGT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS - - � j 5 /8" X 13 V2 G.L. i ry � J 2XI2 ' GOLUMN � NOT NOTED. - • � - • . 3)-II /4" L.V1 . . � Z � AT 2'-0" _ J FA.STEN LVL'S ITH ��? .; � j � ,p O 3. ALL HEADERS SHALL BE (3)-2X10 UNLE55 OTHERWISE NO7ED. ALL X F J � (3}-3/4"m THRU- LTS � � - � - - - � �� -� HEADER5 SHALL BE BUILT OUT TO 5 I/2" OR 3 I/2" WIDTH BY ADOIN6 � - i SIMP60N H6U5 s ,, - - - - - � (�1)-2X6 � , � ~ fV TO, RIDGE BEA (3)-3/4' m / �D PLYWOOD SHIMS AS REQUIRED. � '� � � SIMP�_,ON HUS N � f � - ' HAN6ER �=� � - � GOLUMN �� SIMP50N L590 � � � \ HANGER (NOTGH F �-� h�EFABRIGATE TRU55 � � £ � � THRU-BOLTS y' i W � � (5)-2X6 WITH 3" '� � A' GLIP 4. ALL HEADERS LON6ER THAN 6'-O" SHALL REQUIRE TWO TRIM � � LVL'S 2 I/2" MAXJ �- � 2'-0" - GOLUMN �O UMN 2X S�'''"G�� " v I �' �- O STUDS AN� TNlO KIN6 5TUD5 EAGH SI�E IRdLESS NOTED OTHERWISE, - ry i .p Q _ " I i AT '-O° \�6` J i � •( � v _ `^ t r. � � 1 t\V ry W � � '� � N HT530 - Q (3)-3f4"m T RU-60LT5 ,�� � � 5. ALL JO15T HAN6ER5 SHALL BE SIMPSON LUP, WP OR LSSU TYPE L (3)-11 I/4" .L. .� :,�` RIDGE T - WITH 3" SP�GIN6 �yl JI I J a 5 � UNLE55 OTHERWISE NOTE�. � _ RI�6E � ��" ,�- :' ,, � _ � BEAM °� i l 2x�2 `� � � ��� L N 6. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM � �i r ii � ' "I � 6 - _ - � � I PREFABRIGATED TRUS AT 2'-D" \ � �XI2 SHALL USE SIMP50N PLATE GONNEGTORS UNLE55 NOTED ry - SIM�N 1p �A C41-2n� - ._ _ - ., .: 23 AT 2'-O" � .� � AT 2'-O" OTHERWI9E ON DETAILS. X E- L55U HAN6E � STUB � -� � TRU55 UND R GHIMNEY ry � NQ (TYPJ �� �� L 2XI2 GOLUM �- - INVERTED SIMPSON 1 M HAVE ADDITI NPaL LOAD � . . - :_ _ _ _ ___ _ . ._ _ _.. . - ; � W HU HAN6ER "i. ALL EXTERIOR WALLS SHALL HAVE GONTINWU''.� SNDS FROM •( AT 2'-O" i OF I?5# PER INEAL - - - - i � - � � - oa� / FVF7APFR 2XI2 OVEf�FRA E 51M THA29 i ; - � . ,.' -. . . ,/ 72 -II IT4 k..1/.L. . . . _.. . .- - W 2) 12 FLOOR TO ROOF (INGLUDING RAKE WALLS). " FOOT OF WA L -- ;}� - - -� � C . 3 FR n 0. ALL PREFABRIGATED 7RUSSES SHALL BE ALIGNED WITH WALL i AT 2'-O' � PREFABRIGATED T i HA (TYP. U.I�.{�) i .. - / ;; ,.` i A 2�-0•� VAIL RESORTS STUDS BELOW. I AT 2•_O" � " )-. -. . .. . i . , J . . _ ! (4J-2� ,` j - � .- . . q . < � INDIGATES TOP OF ROOF BEAM OR TOP OF PLATE- HEIGHT. GOLUMN 8 �, � j ' � /� � - �� � � � : 2XI2 SUB SGIA D�VELOPMENT 10. SEE SHEET 51 .02 FOR 6ENERAL NOTES. ^ ; . -- --� ---_ _ � ' _ :; , ,- -C-��RDER TI�k�155 (V , '� 'ry 5�g GL P`�.�ON L590 CO1V11 I11V Y II . RE : ARGHITEGT FOR GHIMNEY SIZES AND LOGATIONS NOT NOTED ON STRUGTURAL PLANS. , �. (-- ---�- - ---- - - - - --- - - -- - -- - � - - - - -::- ::- -- --- - -J � - - - -, - - -- - - - -- - - - - - i-_ . - -- - _ i - - � i i , m GOLUM 2?�-0, p` = AVR , COLORAIX) J � � . \F...... � � � - ; � i � 6: 12 � Nrncr oF� ara:oxo N T 12. OVER FRAMING SHALL BE 2X6 MININUM AND SHALL BE POSTED � - 2�(�2 � .. , ` ; { ; - i ! i � f�BR�GAT T �- -- - - - --- - - V DOWN TO MAIN TRVSSE5 ON A 6RID NOT TO EXGEED 4'-O" X 4'-O" (I6 FT �) I AT I ' ' 2x�2_ .- � �� � � � � i ! AT . 7i0" � - � i i � SIMPSON HU5210 � ' � _ - -_- � �,� 13. ALL GOLUMNS SHALL BE (3)-2X6 UNLESS OTHERWISE NOTED. _ _ _ ''`T Z'-'P ' � Q � � I � : HANGER . - . --- . . . - . � . :. _. I � i I� I - � � ' - - - - - i � ' � PREFABRICATEL7 ROOF TRUSS NOTES : m � ' � I � :' � � .� I '; �� � I , i � � ` (4J-2X6 �" ^ � �. . - . . -- -- � .. � . PREFAB TRU'5`' � m i : . � � i � ! � AT 2'-O" WITH �d��� � , j. GOLUMN -�. i ' . i � - _ _. _ . - � : j ' 2X12 OUTRIGC' ER � Demer. Cdaado 1 . PREFABRIGATED ROOF TRU55 LOAD9� � - - �- �'-• _ 61R I TRUSS i � _ _ I : ii RDE � �V,ss LIVE LOADS AT TOP GHORD= 80»/FT� - � � - DEAD LOApS AT TOP GHORD= I5�/FT Z ! � � ! D6E : � ' � ' - � � - - � �' ` nt�.+�rLxrt�u:�ix : ; � ; ; � ; ! � DfJ � ,�LS,�. ,a�,���u, DEAD LOAp9 AT BOTTOM GHORD= ISx/FT � . � , I I NOTE: DEAD LOAD AT BOTTOM GHOFZD IS 5 PSF ; : I_ I �� _ I WNERE NO HEAVY TIMBER BEAM$ ARE LOC. ATED AT GEILIN6 � � I � IIART � HOWIiRTON WIND LOADS- SEE STRUGTVRP.L GENERAL NOTES. ' � - � PREFABRIGATE ; _ J - - - SY��p�, =q^�y L�, GIJS N '1LWYOH[C, NLWYORK 9TRESS INGREASES OR LOAD REDUC TIONS ARE NOT PERMITTED. i O � HArv�xryq� ��- --- - - TRU59 AT 2'-O' � I ' i I (GHEGK SPEGIAL ATTIG LIVE LOAD REQUIREMENTSJ i ry 4,__ ,.__ , __ _ . ._. � _ � � . _. _. ___ _ _ /� slxocn-wv.xncwFFa _ I F, (V , i . . _ . _ --_ - - - - - . - _ . . hA MON&OLle1:1•'WL'LLI:NGL41]JLS,IVC 2 SHOP �RAWINC� SHALL BE SUPPLIE� BY MANUFAGTURER AND (\V � QZ ' . ' -_ ,- . . ---. . . . . _ ., � .. � evon. cowxnuo REVIEWED BY GONTRAGTOR, ARGHITEGT, AND STRUGTURAL ' ' - - - - I � � � I - - - - - MFCHAKIf.Ai_ F].F.(.TR1G1_F?IGR."F.F.R ENGINEER. � i - PREFABRIGATED XQ 'Z ! i � i " - - - � M-ecncinw�s,L�i 3. THE TRU55 SUPPLIER SHALL BE RE5PON51BLE FOR THE FOLLOWIN6 m � z TRU55 AT 2'-O" WITH W � ! � i nvon, cownnoo ITEMS: n � 2XI2 OUTRIGGER n � pREFABRIGATED I I -- ! ' ; � TRUSS AT 2 �_O�• ' 1 . -- . � . � .. � _. I ' � HU HATNGER IMP�vON cnm.FNC�v�e A. ENGINEERING OF ALL TRU55E5 AND TRU55 TD TRU55 GONNEGTION9 - ' � �\L �4��\4 W� � � VAl1, COIDMIXI AND SHOWING OF ALL ON SHOP �RAWINGS. : � � - - -- - -- - - - - - � B. DESIGN AND SUPPLY OF ALL TRU55 BEARING - - � � � - - - ' GONNEGTORS AND HOLD DOWNS. . 4'2 W � . . , � � � , 11 I/4" OUTR GC'ER I � G. PLAGIN6 OF TRU55E5 TO AGGOMMODATE MEGHANIGAL : � Z - . ' : � i . - GI_RDER_ TRU55 . PROJF.(,TNL:MAF.R 6285 EQUIPMENT WITFIOUT GUTTING TRU55E5. � W = ?'-. - � � ' � ;, _� '� ;,; � - � - K_ : ----- � Z � I � �,��� t�. = LL 4. SIMP�,�ON H2.5 GLIP ANGLES SHALL BE INSTALLED AT ALL ; ? � . W 0 - 2 � - � SIMP�,�ON HF1U5 , - �- �i�'��� �2 ��� � � ISSI:N: Rr:VI$lON llA"1't. EXTERIOR WALL TRV55 BEARING LOGATIONS UNLE55 NOTED I Q , ; - - wIL ', � � W HANGEFZ � �- - ":' '�'� - OTHERWISE ON ROOF DETAILS. , � JQ . l� � �� � � � ` - - - - - - - _ -- -- - -- - - - � -- - - --- - .. -- - - --- - - - 07 13I,DG 2/CONST 09.02.OA 2 �, '3_. - _�5�-2X6 __ _ _ . . i � � � ; HIGH � O FRAME _s� �a����' GOLUMN i _ ' 5. DETpIL ALL PREFABRIGATED TRUSSES TO BE ALIGNED W�TH WALL LL - Z � II I/4" L.V.L. aT 166ER � . �� � �' _r ' �� q � � 7A TiNAT. CONS"C. 01 .U3.0� STUDS BELOW. I m � -. 61R R TRUSS _ ,� �, ,.,�, � _ _ 6. TRU55 SUPPLIER TO GONFIRM ROOF AND GEILIN6 SLOPES AND � � ' � � � � � � �- - � �` ��� Y .- � � . -L•- - -� - i - - X - - - - - - - �� - " ,a. `�`.� -- � a:. f3) 2XI0 J 1V � ' B is � � � usueos ��z ��'`' ,�;�` � � � , � � GONFIGURATION WITH ARGHfTEGNRAL DRAWINC-f� PRVOR TO I X � . ��� _- - INALL A80VE . i _ i J 7 FABRIGATION. RE: ARGHITEGIURAL FOR TRU55 PROFILES. I Q . ��- � �'� '� - "'�-' � ' - � '� .• T � - _ -� i v ` __ _ Q ����� �" _ � „� .�_ .� �a �,_ y �_O'RWI HT 2DX 2 OUT � - - � - ��. ._-- � -- - -- - - - - -- - -- -- - -- - l . RE SHEET 51 .02 FOR GENERAL NOTES. A. � �- - - - - - - - -- - . .. . X - - '- - - - - -. _ . . . . . _ _.. . _ . .. - - - . - � �� ; . _- . '_ - � - _ - _ _ _ - _ ,p���2 � � . . ' = V I I�GER _ I .. .. { . � = ; -.. _ . �.' � = : sm _ a I ��d� I (V I � (3)-2 10 - �- " L V L _, x ` ��`.�jt- �.'�,*�;°i - � '� - - .- � � IRDE TRVSS � � ry - J - 2X12 - - - - � - - - -- - - -- - - - - - - -- - -- - - - --- - 6LVE AND NAIL RE: ARGH. FOR A � � - - _� f LL A �,� ,� , a§ _. �. 11 I/4" LV -FASGIA II I/4 L.V.L. OUTRIGGER GHIMNEY GAP � � I - pREFABRIGATED T �� �, � J� ' � BOTTOM PLATES - k : ��� ��� ����' � { e, �- � a ' . �a- ' �tr` z . i ' � WITH (2)-ROWS ZX4 AT 2'-O" - � AT 2'-O" WITH 2XI2 OU � � � r �y� � - 16d NAILS GHIMNEY WALL WITH � _ �_ ___ � _____ � _ i ; � ���� �, :�� : � W � RE� 5/54.22 FOR I/2" PLYWOOD I � i SIMPSON s -K- ���.IN ' � i TYPIGAL ROOF 9HEATHING II I/4" L X 12'-O" SUBFA IA GIRDER T HP.NGER _ �3�- x1z � GORNER FRAMING � INVERTED SIMP�,�ON � „'� ���` � i W � J I � � HU HAN6ER EAGH END -2X6 � SIMP50N HU (5)-2X6 �`� � = j '� Q i LUMN H.P.N6ER GOLUMN -_ _ � � � 2X�� _ � J � ° �i � i (2)-11 V4 " L.V.L. l^IITH ¢ �. R� AT 2'-O' � (� ' � m W - IM/ERTED SIMP�.�ON I � I _ --. _ _ , " I GOLBUMN 51MPSON HU �' � � HU HANGER EAGH END f i : I - HANGER _ � C3)-9 1 " L.V.L +�� � � II 1/4 " L.V.L. SUB-FASGIA RE : 5/5422 FOR i ! � I w 1 2X12:�� � � Xi2 w 4 • IMP60N LS�i� GLIP TYPIGAL ROOF GORNER � I � � I AT. 2'-0" J �T 2'-0" ; � W - - � i� � (TYPJ - � - .= _ ` FRAMING WHERE i I J - J i 2 i 2X6 BLOGKING � - - ` OVERHAN65 EXGEED F � � � � � F i NVERTED SIMP'',�ON - UNDER GHIMNEY � ^ ; `, � 2'-b" : Zi - Z � . HU HAN6ER EAGH END WALL AT 2�_�.� �. - ,' ' - I Q : -'I . - . .., \. � . . . � � Q � i -- - -.. ._ . . _ . . _ . __ . . . .- -- . _ . - - -� --- - - - _ _ 2X6 BLOGKING I _ �; I ^ :i J � ! I i . - - - IN WALL AND --- - � - BETWEEN T2USSES. �' � - D FASTEN TRU55 i I T ,!�1�2 Bi TI,DI�IG #2 n � BAGKSPAN 8X16 : RE . SHEET 51 .22 � 2XI2 LEDGER -- - --- - BLOGKING TD WALL - - B'-O" MINIMUM ! FOR LOW ROOFS i i l� L9 ROOI+ I+RAMWGIB.A\ a LET- IN TO STUD�J - BLOGKING WITH (2)- � UNIT 14 � � r , i UNIT 13 4 � �� e (RE : 8/5422J RE: 16d NAILS AT I •_O•• � � I `y I b - - � ARGH. �_ _ _ . .. , . � � -. .'`:. - 12 . : O ° I �2�- � � " � �3,_8., L �3._g.. L �2�-�� " I � . � C2)-2X6 WALLS WITH - --- �-- � 9 ' , � : /yPO ,: � I 2 � �r�y o w E GYPSUM SHEATHING i i � i i C �. � PER SHEAR WALL SGHEDULE PREFABRIGATED TRU55 i o RE: ARGH. FOR ApDITIONAL WITH 51MPSON THA29 i GYPSUM BOARD LAYERS HANGER N.N.O. ON PLAW rv � AND � ND GONTROL �, p�.AN �� REQUiREMENT5 � 2 3 � �} rJ � � a � � � � I � I \ I � I ao =�° .__ 3/4'. = I._O.. � �s► I � D I N � �2 �00 � � � �41"f I 1�1 � � � �4N � � o va•• _ � •-o.• 2X6 EXTERIOR WALL STONE VENEER RE: ARGH I I/2" STONE AND WITH 1/2" PLYINOOD GROUT OVER I I/2" SHEATHING VARIES L 4X4X3/H WITH IOXIO NEWELL P05T —� GONGRETE TOPPING RE: PLAN 5/8" � X 6" EPDXY Q 20D4 42�40 ARCHITECiURE, INC. - 2X6 EXTERIOR WALL (RE : ARGH FOR LOGATIOf� OVER WATERPROOFING 2� pARTY WALL WITH TOP OF LED6E ELEVATION ANGHOR AT 2'-O" WITH SHEATHIN6 PER NOTGH POST AT RIM PER ARGHITEGT OVER SHEATHING PER SHEAR = TOF' OF WALL AT DOORS [XXX'-XX'] STONE VENEER 5HEAR WALL SGHEDULE J015T AND FASTEN WITH 3/4" TEG SUB-FLOOR yr,e,LL SGHEDULE 2X6 EXTERIOR WALL ---- -- - t2E: ARGH (2)-3/4" m X b" 2Xb TREATED LED6ER 3 I/2 OVER 2X4 BEVELED �� ��T WtTH I/2" PLYWOOD C2)-2X8 TREATED LAG-SGREWS MIN. SLEEPERS ALI6NED WITH LEVEL PLAN STONE VENEER -- PLATES WITH I/2"mX JOISTS WITH I/2"m X b" EXPANSION SHEATHING (2)-2X12 RIM --- ANGHOR AT 2'-O� RE� ARGH. 10" ANGHOR BOLTS SLOPE PLYWOOD I I/2' GONGRETE � I/2" GONGRETE (4) bd TOE -NAILS --- AT I '-O" 2X12 BLOGKING � - -� - �-�_��— � TOPPING TOPPIN6 � ��2" GONGRETE (2)-x5 GONT TOPPING = AT EAGH STU� L 4X4X3/8 WITH 3/4 " m RE � PLAN EAGH 51DE OF NEWELI- " - --�- ""- � • �- - - `�� � � - � - 6" ° - � ,p � THRU-BOLTS AT I '-6" TOP OF �'OST WITH (b)-Ibd - RE: PLAN RE: PLAN FLOOR FRAMING Wpp� HEADER --- - TO WOO� HEAOER R NAILS TO Pp�'.�T ry - i RE� PLAN PLYWpOD RE : PLAN 1/2" X 4" LA6 SGREWS , , . � TOP OF TOP OF „Ilr . AT 2'-O" TO WOOD TRIM (2)- 5/8"� X 18' �q i PLYYJDOD PLYYJOO� �- � - Il� . . ... .. ._. - �- �.- , . _ . .._._ -..: _ . RE: ARGH. FOR .. . - k , Z � , . _ . -� LAG SGREWS � : _ ` � i IV - � . _ ° ° � WATERPROOFIN6 . e i� l .. _ I/2" � X H" LACy-BOLT � ' _ IXX'-XX"] i.: m I I I I � � ' � . a . � . • � BOARP�TEGTION a a ' I� '- � � J AT 2�_O•• ry ��' - �f tt (�• 4° TOPPING Q � a <in � i � � SLAB WITH � �i � /� ry „� _ o n ii �5 AT Y_6.. , � W.W.F . � VJ o� ii ii HORIZONTAL I/2' ISOLATIO JOINT � - WDOD TRIM FASTEN EAGH JOIST � _ ii ii �5 VERTIGAL T I '-6" --/� � RE � ARGH CRE: ARGHJ � TO SILL PLATES WITH I 3/4 " I 3/4" �} - . � I I/4" RIM BOARD r � _ EPDXY GROUT b INTO SLAB s a : 6J-8d TOE NAILS - . m FLOOR JOIST i � � � �I ' V TOP OF WITH SIMP�''.�ON A-35 _ �D � [XXX'-XX" . a HEA�ER GLIP PER SHEAR � � DEGK JOIST FLOOR J015T - RE: PLAN RE: FND. ' � s �. � `- WALL SGHEDULE RE: PLqN - x � Z � 6X6 GOLUMN -- (RE: PLAW WITH �AN Zz � --u- � � W (27-p5 GONTINUpUS SIMPSON U y__. � "' -" . .3 's `4 ' O 1��` I1 1 WITH SIMP�'.�pN HANGERS �" - � a � � C T I O I V I I GB GOLUMN BASE Q W WOOD BEAM RIGID INSULATION � w � (2)-�6 — 3/4" = 1 '-O" RE: ARGH. � 1 -STONE VENEER I -I/4' RIM BOAR� GONTIMiGUS � - . ry L4X4X3/b" WITH ' - �fr ' 3/4"m EXPANSION 2X4 GROSS BRFSGE .- � RE: ARGH. PER JOIST MANUFAGTURER - PREGAST FLAT SLAB ANGHOR a7 2'-0" - WITH C3)-Ibd NAILS � r /\ .�. O WITH SIMP50N A-35 GLIP d r� , . RE, pLqN 2X4 AT I '-4" BATTERED PER SHEAR WALL SGHEDULE � -- 2X4 AT 1 '-O" GHIMNEY EAGH END AT H'-O' . i i • �'��� �� J WALL WITH 1/2" PLYVJOOD � VERTIGALLY EAGH PIER WALL WITH I/2" _ � �.y SHEATHING (RE : ARGH FOR `? • DIREGTION PLYWOOD SHEATHING RE: ARGH FOR FIRE- *�; BYBPREGASTER w ` � Bp�E� RATED WALL ASSEM�LY y -:� -, � (/� O L 6X4X3/8 fLLV) - --- ' - • AND SOUN� GONTROL � -� '_ L 4X4X3/8X0'-6" W � wITN 3/4" m THRU-BOLTS � �-� •��� RE- 1/51 .02 FOR __ _ REQUIREMENTS -� � � RE : 5/54.21 FOR HEADE ' -- � 3/8" X b' X O'-8" EMBED AT I '-4 " TO (2)-2X SOLID ' EDGER GONNEGTION 2X4 TREATED � �- -u � AT FIREPLAGE OPENIN6 -� � III- Ik ° - - PLATE WITH (2)-3/4"m BLOGKING A . . N L PLATE WITH I/2••m , . � � . " 1�1= .fl ? � � � fi I �� ,� "' : � . V _ f - X 6 " HA.S. x � �V � a5 AT I._6.• - � RE. PLaN ANGHOR BOLT -. � . • _ . : /� � � I I/2 "-2 I/4" GONGRETE • AT 2•_O'• a . . � - IXXX''XX"� 3/4' = I '-O' s . F.1 �""� HORIZONTAL fV TOP OF - - � � •*� y TOPPIN6 RE ARGH. PLYWOOD : � - .'° N -� �� x: �T1 � - �S AT 10.. . - _ ab AT I ._4.. _� rl.y W � VERTIGAL- _ GONGRETE PIER _ - e - - VERTIGAL t � � SHADED AREAS DENOTE _ / � - (RE : PLAN WITH (b)- - n � LbX6X3/8 (LLV) WITH '� - �- � STRUGTURE GONSTRUGTED r� �5 VERTIGAL R (3) ° - ° - 3/4" m EXPANSION PARTY WALL (RE: 4/54.IU �b AT 1 '-4" UNDER SEPKRATE PERMIT ��` FLOOR JO15T -- � TIES AT I '-4" - - - ANGHOR AT I '-6' HORIZONTAL rA� C / ` RE = PLAN � � . � MINIMUM 6" FROM 2X4 AT I '-4" GHIMNEY - � F� - (8)-#5 X 2'-O" � a ". ° • • EDGE OF PIER WALL WITH I/2" - a - � " ' r— ' a _ L - ' - n ` • �" GLEAR PLYWOOD SHEATHIIJC '- --�s w O 4� 4 � . 6 " . ° . ° � . TYPIGAL *a ' M�i 2X4 BLOGKS EAGH --- - - �5 X Q AT 2'-0" - . , a � a . GHIMNEY BATTER ,k, . - - RE: ARGH. FOR '' ;� � F� SI DE OF J015TS ry � � a - , _ � ' • . °_ ° • _ � ` O RE: PLAN RE: PLAN FOR ° a L sq.�. FOOTIN6 - - - � O STONE VENEER iF� � 2X4 AT I '-O" BEARIN6 WALL- REINFORGE FOOTIN6 6• -�-- ' 4 • - � � ' _ . �,.. � ; T.O. GRAWLSPAGE REtNFORGEMENT � RE: ARGH. FASYEN FLOOR ; BAGKFILL - � " - - - ' • - _ (XXX'-XX") � •� SHEATHIN6 TO :��r. WITH p5 AT I '-6" EAGH WAY e s 2X4 TREATED PLATE � •� i ii -�� �� � ' n II - III �2�-�6" LVL AT LE�6ER WITH GLUE ,,� �< WITH I/2" m ANGHOR (XX'-XX") RE: PLAN - BOLTS AT 4'-O" � � a I j� FIREPLAGE OPENIN6 AND (2)- ROWS IOd 5�„ - -- -- . I ��� I I�II � IE� ' . � w - L6X4X3/b CLLV) WITH NAILS AT 4" � � ' ° II I �,Ill,�IE' � � ` 3/4"m THRU-BOLTS � ;`�5 0 a m , , s _ a - _ � • - _ �1 ��� - V �- I AT I'-4" TO LVL BEAM (2y�qLLS E TD EEATED) - _ � � � ?� ION � r. , RE: PLAN WITH 3/4"m X 8" ,�� . TOP OF PLYNLOOD oarFa/oFVernpFx � •li� lL ' � � • , ° ° _ ° . 3/4•' = I.-O•. m RyyEOA2GHNTLE E�TPAN�510N ANGHORS . .`�; V�IL 1�1:SORTS J O � PLYWOOD SHEATHIN6 Q 6A • ,� : I/2" ISOLATION � - . . — (A)-u5 GONTINUOl1S pER SHEAR WALL 16 I/4" X 6" STEEL PLATE ' '- �. JOINT m • INDFIGATED ON PLAN WITH I/2"m X 9' LAG-BOLTS � �z� - 2 ��`�� ~ _ :� � � T I ON 12 , TO MANTLE AT I '-6' ��TE TOPPIN6 4" SLAB ON GRADE DEVELOPMENT C E: ARGF1) CWELD TO STONE -. = WITH W.W.F. � RE: PLAN 2X6 INTERIOR BEARING � VENEER SUPPORT AN6LE) ..- ._..�. _ . . .. . . . .. .... . .: . ' :: °. rz�, PLaN COMPANY 3/4" = I'-O" J BLOGK JOIST SPAGE WALL ABOVE OVERFRP.ME HEARTH WITH $ � RE: PLAN V SOLID AT CALUMN � '� ` AVON, COlARADO LOGATIONS 2X8. BLOGK SpLID AT ,_ - I V2"-2 I/4' GONGRETE TOPPIN6 � � RE: PLAN Ift � � � � I �� � P05T LOGATIONS - O .�acnn�x:crox� xr:co�u� ON 3/4 " T6G PLYWOOD -�� : i l I/7' GONGRETE TOPPING - SUBFLOOR (RE: ARGHJ � FLOOR FRAMING 3/4' - I '-O" A ^ SIMP50 N �WITH -.�,. . SLAB SLOPE � �,� . . _ . . . .. .. ... . . .. . :. - � - - : .. _. . . . . ,. .- ., . ,. . . . �'l N I - '-� �sj- �- - a �- z— s - - � � . . _. : . .. - . . . _ . . .. . . . _ . . . HANGERS F R FRAMIN6 � o � � o , o � J i ir i I I/2" GONGRETE : PLAN ,=: -. a oOO,P ooa0 :ov. O�:or. � � �j � TOPPING y"� ¢ IHI � j(i Oo_ � .Oo;,.O,�'Oo_.�� � AR0117ECfURE UNIT 13 SFiOWN � � � RE� PLAN �'�- _ - N Demer. CObratlo � I I •— • � . . . . . . � — MA1l YLR I is I ' q _� i, TOP OF _ , <XX'-XX°> 8'-10 I/2" .� I III .�I GRAWLSPAGE ��.- �6 AT I '_4'• X 1'-O•• L'H YIM I �I� IIII BAGKFILL .,`� ° i DL•S1GS ARCI If11A:1' I� ��I �� �i [xxx•—xx•') ' HART � HOWI:RTON I 1/4" RIM BOARD ` o ' ` � �- �_ STEEL BEAM (RE: PLAw A� . � A RE SHEAR WALL SGHEDULE � y L6X4X5/Ib WITH (2)-V2"m X 6' � I ��I � � ' II - � uewxon� ��vvo�uc FLOOR J015T, RE : PLAN {^IITH 2X RIPP�D TOP - - - - - - - = FOR ATTAGHMENT) LAG-BOLTS TO WOOD - - - - - -- - - - - . . . ' _= � ! .. - � WITH SIMP50N ITT HANGER PLATE AND I/2" m THRU-60LT5 � i PLYWOOD SHEATHING --- 5TU�5 EP.GH END -- �A'" +' � e„w �'£` `� � `� N AT I �-4� $TAUl.lLRA1, F.MGiNFF0. AT 4•_O" CSTA66ERE�) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PER SHEAR WALL _ �X6 BEAKING WALL ` . ���� �; �� a . � � �'" � .: TRANSVERSE atorvuu� a�rLw��u. �;t+ui�ilxti,L�c; � � SGHEDULE WHERE LVL BEAM O � :' G•P� i I I I �''P' INDIGATED ON PLAN RE. PLAN ! - � - - � � �r ..+¢ g `-� nVOn, t,owReDo S � CTION 13 - , T � � v , � � i i 2X6 TREATED PLATE °� - -� _ , (4)-�5 GONTINUOUEa ���nn�enrF�Fr.rrt�e,v.F*rcn-�e i i i i WITH I/2"m ANGHOR STON ER - . 5/Ib" X 6" X I '-O" BOLT PER RE� ARGH STEEL BEAM IN FLOOR �� I. M � L^�iri1ac,i�� i i i i WHERE OGGl/R5 � I I nvon, cou�xaoo 3/4' = I'-O" i i i � SIN6LE SHEAR PLATE SHEAR WALL SGHEDULE m � RE: PLAN �� i i i i WITH (4)-3/4" m THRU- RE: PLAN � � � � BOLTS LbX4X3/8" LV) � nir�L Wcw x�'c:,wc � � T.S. IOX4XI/2 WITH � i WITH 3/4"m i i 3/A" m X 2" i i THRU BOLT 2X4 AT I '_4.' vntr, cornxn� 8 B � THREA�ED STUDS � � �-- - BATTEREp t STEEL BEAM - - - ----- -- j j AT 9" j j I/4 . . . � a ° AT b' ry RE: ARGH � � C I I ON � (RE: PLAN) WITH 2X � � i � i � I/4 _ - '. GHIMNEY WALL i � � � PLATE IS ON O II , I , \ � SHEATHIN6LYWOOD 3/4' = 1'-O' PRO�F.(."I' NC;MNF.R G285 RIPPED PLATE / 1/2" m - - THRU-BOLTS AT 4'-O" - � � � � OPP051TE 51DE f=111 • - - II IE �3)-#5 V' ° �11=1 GONTINUOIY,� Q AT UNIT 14 m I„ II ;,L I , II �II 1.SSCN, RL:VISION DA'1'�: RE : PLAN i i i i i; , �gLOGK NG GONGRETE 07 BI.DG 2/CONST 09.02.O�t � � � � I I/2" GONGRETE '�"�� �� Tppp��y 3/16` i � i � � � � � I �N , � TOPPIN6 �i� ;s �� EXTERIOR WALL 7A FiNAi. CONST. 01 .03.Oi ��I €j �`. WITH SHEATHING FLOOR LVL BEAM, RE: PLAN 3/��^ i i i i �; ;I- - <XX'-XX'> i i i i 3/4" = I '-O' 3/4" SUB-FLOOR Ii; ��; � - PER SHEAR WALL SHEATHING 1G ADllh:NllUMS O�.lXi.05 I 1 1 I u: i �, 8LL i � � i [XXX'-X 'J LVL BEAM SGHEWLE _ . _ . ._ _ . . . . . . . .. . .. . . .._ . _ . _ _ . .. . _ ., . ; .- I/2" X 8" BENT i i � i 2X8 TREATED LE�6ER �5 AT ��i" pLAN � I I/2" I I/2" PLATE WITH (2I � � � � WITH I/2'm X b" i I�i 5" i i i i HORIZONTAL NOTE: 1/�" m X 6" LAG i i i i EXPAN510N ANGHOR SEGTION A - A li�i SGREWS TO LVL � - - - - - - � � AT 2'-O" II�! i i - i i p OVER R M J015T HIN6 (2)- 5 GONTINUOUS � � C T f Ol�l � MINIMUM I '-O" TOP I�� � � � � I 1/2" GONGRETE � TOP AND BOTTOM - _ • • - i i i i TOPPIN6 � AND BOTTOM AT �- �Il - i i i i - 1/2" 150LATION JDIN - - - - � � EAGH END � � FLOOR FRAMIN6 3/4^ - � '-p" SHEAR WALLS i � � � � RE: PLAN PAVERS RE: LANp�'.�GAPE i i i i � i i 3/8" EAGH END � � . . .�. . :..: ..: . . . .: _ . �. . : - : .- �: :� :�. �.�. . - . _.:.;; ,. . . .. � 4" SLAB FOR PAVE25 I-J0157 � i i i i N.N.0)RIM BOARD � , pLpN i i i � . . . . SIMP�.�ON A-35 GLIP � � � � �5 AT I '-6` EPDXY -aj— —s — a' - - : —R =: - i i i i 6ROUT 6" INTO SLAB � � ° °• � PER 9�EAR WA PLATES SEGTION B - B • i�- s�.o�o ro��r,� z S � Cfi I ON 2 `'-'GHEDULE �„ a- ��� , SLAB WITH W.W.F. a Q Q � � C T i O N 1 � I � � � EMBED PLATE -- _ VARI� DRAW BOARD � �- 3/4' = I'-O' � � � BY PREGASTER Z r_ RE: ARGH. ILI Q , . . ._ . . . . .. 3/4.. _ �._Q., i i i i p.r � � . -_ � ,- � . . . . . . � .-, . x � � T.S. 14X4XI/2 � � [XXX'-XX" �" � �- ' - F� W � EXTERIOR iNALL i i i i • - � WITH SHEATHING GONGRETE � � � � RE: 7UNNEL � - � �_8, i i i i PLAN `. � _ �sx,-# �r' �q. �-f'� ' �. - _ PER SHEAR WALL TOPPING � i I . -_ ,.. _ r ' " � ,:�� - _ SGHEDULE FLOOR 5HEATHING _ _ �-_- , . .. � - i i i i �. - �� '- - �� � - ' ? � '�` - '� � �� - IM 2 <: + � I/4 �—_— i i (2J-I ., m X 2._�„ i i ' -.` -- � � . „ . - *, - _ ;. 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GOLUMN fRE: PLANJ ' � ; �� RAKE WALL SIMP$70N �X12 ......._ ....__. . . .. ........... � - - - - - - - - - - - - - - - . �STE� 5 I/�' WITH I/�' X 5' X O'-10" : : ; i U HANGER AT GAP PLATE AND (2) 3/4'm ,� Q EAGH RAIGE J015T i THRU-BOLTS TO TOP PLATES _ _ - _ Z � '�' S�OPE T� G�� ot+�rK;rn � i i.orre WOOD OUTRI66ER � �_b. y.. y. � : ; : .. : : .��`^��'�`y�,..� WITH C3I VAIL RESORTS RE� ARGH i ,4•• : ; ; : : , : . - _ X RE: I/'F.a4.22 WITH SIMPSpN A-35 NAILS AT 8" � RE: ARGH. �XI2 BLOUGIN6 RpWS Ibd � �/�^ � F �� � SUB-ASGIAL a WALLPSGHEDULE DEVELOI MENT � RE. ARGH � O 5�.�� GONNEGTION ; CO1Vll tllV 1 ������ LS-90 GLIP .� FULL-HE16HT RAKE NlALL AVON, COLORAIX) Q � INVERTED yy�TH SHEATHIN6 PER SHEAR � A�u'���°''� SIMP'�.�ON H R S � C T � OI V I I RE. PLAN W�°�LL SGHEDULE ,�tcuncc� ur ercx�en 3/4' = I'-O" RE� PLAN L. SUB-FASGIA REQUIRED :� , �,� A0.CNITEGTURE �a. �Xb BLOCiGINI�'i BETWEEN Denver, Colwado �. � EAGH TRUSF.�. FASTEN TRUS�� �� BLOGiGIN6 TO WALL BLOGCIN6 � �XI2 LED6ER WITH WITH (2) ROWS Ibd NAILS AT I '-O° � I ^/ na��ii�u&.,v�Niu M=6b FT-iGIPS C4)-16d NAILS AT I '-O" TO — SIMP�,�ON THq29 S E C T f ON 5 � � � � � OI �l ` Df�ICN :Vt(l II I fC"I RE: LET-IN LEDGER. HAN6ER AT EAGH TRUSr� 3/4' = I'-O' 3/4' = I '-O" �Ga1 � ��{ WITH 16d GOMMON NAILS ��• P �XI� LED6ER I IAIZT H WERT N .Q Nl-lb'YPIiK, NC W'Y(t12K LET-IN TO BEARIN6 (2)2X6 BEARIN6 WALLS WALL WITH (4)-Ibd NAILS W I T H S H E A T H I N 6 P E R tiutuciurz,a i.nc wcri< AT EAGH STUD SHEAR WALL SGHEDULE nx�Naui � Nrw� u rvc�vr��k+. wc . , GONTINUpUS TO UPPLR 5/8' ROOF SFIEATHIN6 n�'o;v, cu�x�a.vx� ' 3�"°^�"�A,..y�"��""�`s....��,.....�.. � ROOF DEUG -- � MI'UIWCV. I-IIUItICV. 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ACCESS H��B � M i LOWER MECHANICAL M � � � � J 0 A325 ; � RE: MECH . r— ENTRY eaoz � � 0 issv�: xEVrsioN nnr� � N __� L _ � eoul T.O. LYWD SUBFLR _ FACE OF CONC B ,� -- � 8009B N 8 A -� r � - 12 ' -0' � 08D TDSB N N1 N N � 07 BLDG. 2/CONST. 09A2.04 ,N � TILE - � cRAw� � � '� N � �� FINALCONST. 01.03.05 ° A32�J IL STN ` I �ACCESS � ' • ° ° • • _ _ FACE OF CONC - BATH 1 o N — B 16 ADDENDUM 5 05.16.05 � . � L � - - - - - 1 , � ; . o � FncE oF coNC � - - -� � � r � i A. � ` ` ' TOB I A51 1 � N N N1 N T086 ; T08C I � + t � ' ;. I I— Q A � FACE OF CONC _ v _ ! ' I 8 I A � PLAN NOTES: C ` � � r A901 1 . REFER TO EXTERIOR ELEVATIONS j A511 I I I FOR WINDOW TAGS. I T08C 2 . DIMENSIONS ARE TO FACE OF L- J I T.O. C NCRETE � STUD OR TO CENTERLINE AS I N DI CATED. I I EL = R : 1 JA001 I 1 � LINE OF I � 3. 2X6 AND 2X4 WAL� WIDTHS ARE � A901 I B��IN� � � GRAPHICALLY INDICATED (U . N .O.) . ; I \ 4. REFER TO INTERIOR DWGS. FOR ALL I ; I _J FIXTURES, APPLIANCES AND FINISHES. � � � 5. REFER TO SHEET A611 FOR WALL i TYPES LINE OF -- --I — � 6. REFER TO SHEET A71 1 FOR DOOR � SCHEDULE. i � � ABV DING I I PP. L � � i I � S�M L_ ___ � � - �I � I � � BUILDING 2 � � A321 A323 n32z A32i BASEMENT PLAN a � 2 s syz,. 4 SYZ z._SY ., 5._4Y ., � ., s'-a z'-sy " a•-syz° 6Yz" o s e° 2. _9Y . 4._�Y .. Y2.. y2" s- s' o° z z Yz° z z z 12'- 11 " 13'-8" 13'-8" 12'- 11 " I I � UNIT B 3 � N �T B 4 5 A121 � � 2 GARAGE LEVEL PLAN � 1. , ,4.. _ , ,_O.. A�PDi.dwg �F-- 53'-2" � u - - - _ _ _ i i - _ � 2 3 A322 4 A321 'rJ �Qc 2004 42�40 ARCHITECTURE, WC. 1 ���. -. 9.—On ' 4. 2. i . 14._2.� — 9._�.. � _.0 i .. r�, f!Z '; "`° i: , � � � � � � � � � � � � � � , N ' N ' A � _ :- � - _ � 1 1 r �, - -- - -- " I � Q �n ,` a A321 A323 c�l RAN M �PATfERN SANDST NE � � ♦ V � � - , � - OVER 1 SLOPED LIG EIGHT j � � � � � � � � � � _ _ ._ _ � - t� � OPP. Q I coNC �.sue I � � , & SIM. o � Ia ' � � � � � � � � � � � ... ` I I — - I ` , ^�. a l � _ _ � ' � � '�'- ._ . _` � � ... � � � � � � � � �. ! i 1 � DECK 1 _ , -- - i � , eio � 3 OPP. � i o � ' 7 � . � PIER _ - i� 4. 4Y4..L-- - 4._6.. 4. 6.. q•_qy4^ 4�_5YZ^ 4. 2.. � . � , A522 ^ _ I i - - - - - - � 1 W i M 8 -7Y " 4 4yy 13 l 0Yq I /� � I ' ,I , a K � � v � B107 3 .. , O' � � \L , �[�] O i I m � OPP. 3 � �4 1 3" '� � A�J22 , i 4._ 2�� 4'-SY2" 4'-2�" 5- 10}�q" t �-9}�2 � \ � � � � � � � � � � ` € 1 I ; . ` i i ^ a � ^ a /� 1 t '- t tj� " � '- � i �` GAS FOR 1 � I I � �4 I � i „ K - � GRILL � � �..� � � �ti i i ♦ � �. , � � � Q � 1 — � — D . 3 w �"� � II N � � � � � � � � � � � � � � � � � � � � � � � I u� � � •� � ` , 6108A � I � � ,� I �i 1 GAS FOR � � 2 , _'/ ,,; -I � N 3 '{'� �' (, I � � GRILL i m � A53 - - % � - A905 I � ' " ' D � ' ♦ I I I% i ; � I I A535 I i � Q � ° � � ' � � � � � � � � SIM � � ' _ � �. 8108A �� � � ^ � � _ I � _ LIVING ROOM � I i � WM ►7 � I 3 � , r : . :��`,� � � � B1� I DINING ROOM _ � w i _ • � . '` i --.-- . . . - L0. PLYWD SUBFLR - CI� � ti A535 I � � � � I i � E�. = o'-o" I s�ae 1 � � � � � A905 � � SIM � � I `-'_� i � 1 A324 � ! W � � ' j � �r LIVWG ROOM I �;i: %%;';; J I F,,,� � 0 e�oe � DINING ROOM I r.o. PLYwD SUeF�R � � � � � "'� I � O � - "' e�ae E�.= o'-o" 1 � I � � R 2 � r � I I - I � � � � I I � I A812 I SEE EAST UNIT FOR � �/ � 1O A324 , I � � o I l � i DIMENSIONS NOT SHOWN � ' ' _ _.. � . :�. f I . - L - - - - - - - - - � � -- -- - - _ : ; "' M 1 - - - - -- - - — L I � � � � ; r�-- ' _ ------- - r „YZ" � ; — r C . 3 o�vD�� � ��. Z. 8y._ " 3. 33�4•• 4•_�y4••l 2• � �Y .. 4'-9�/q" 5'- 11Y4" R � / I � I� � I � VAIL RESORTS M •- . � ------ ----- - r WD / I i � � � � � � � � � _ _ 1 � ^^ ' i� 1 � -6" _ DEVELOPMENT ; � I ,��" - � COMPANY C � „� I � I f � STN RE: ID DWGS FOR � �j AVON, COI.ORADO � K r � o co � I � � _ _ -- - � I KITCHEN EQUIP. � \\ i D _ ' ' ' & FINISHES, TYP. � ,v�cxrrecTOFxECOw I � N I 1 � �� 3�-5" 1 '- ' I � , - WD ' , I � — - i - - � � I � - - - - � � , �,� O _ i � N RE• ID DWGS FOR � Up � � KITCHEN EQUIP. I STN � ; � WD KITCHEN Q A"cHrrtcna� � � & fINISHES, TYP. I , — STN � i I g�pg � _ ; oemer, caando � . _ c� ' ntnsreariexNen r WD � .� � � � � � � � r � � � � I � _ I y'T�.J M � I _ M DFSIGN ARC11TfBCf � I O - N � D/A51 1 N F�ART � HOWERTON I � C� KITCHEN �O A812 U , REF _ Nswvoaic, tnwrowc i � BtOe - I i ' STN W� I ' N � ANTRY M J K ° I N BIN � � , [V S1RU(.TOMI.INGPIGGR � �� � � � � � � � I M STN I — — — -- AVON, COIARAIX> MONROE @ NIiWGL. HNGIIJGG&S,ING � rn � _ � MAIN ENTRY mscxnNicni.�a.ccraic�v.aN�uaFrx , M � D/A511 4._5.. ' O N B10.T i M-68NGINEGRS.INC N i 1 AVON, COIARADO I REF i T.O. PLYWD SUBFLR M � T.O. PLYWD SUBFLR - i ��G�� K J pANTRY — N1 � pOWDER g�psq E�.= o' -o" o s M CABIN EL = O�—O� _ j ALPINEENGINF�IIING.A7G sios BREAKFAST ROOM i �� ��� � I; eno j ^. � i � . r� STN WD I i ' �► =N � N i g - ---- - — - - - � - PROJECT NUMBER 20900.00 � �� � M w a � A901 M A325 ° 1 ; 1 sK ;., POWDER N I MNN ENTRY � ISSUE REVISION DATE 1 1 BREAKFAST ROOM �� - B��s � B . 1 1 1 1 1 eno — B105A . � � � � � � � � � � � � � � � � � � � � _ -� = � � p r 61 36 t3o"AFF ♦ co 07 BLDG. 2/CONST. 09.02.04 � A325 2 r— WD STN � � g ' � II � i �� FINALCONST. 01.03.05 � A521 � � � � ' — — - ---- — N � 1 1 M � A901 � ; , B SIM. � � � 8��� 8��� \ /r— ; I te ADDENDUM 5 05.16.05 _ : � - -- � � �-- � � "' ; U LITY -- - � ' � A. 1 � � � � � � � � B1048 81 r- . __ _� • 1 � ' �-- I f30 AFF 810 B �j Z -5 � �6}� P ' RECESSED ELEC Q � � � � � � � �} � �I - I 1pANELS, RE ' w � � � PLAN NOTES: j c�7 � � i � ELEC. DRWGS A ' � --- ---- � � 810 � M1 Q J K , � � 1 . REFER TO EXTERIOR ELEVATIONS ` - '� ♦ � BENCH I FOR WINDOW TAGS. � i � � 8104A ... ' � � � � � � � � � � � • = 2. DIMENSIONS 4RE TO FACE OF : � � - . . - � , 4 �4 i° � r � � �� 8��� 1 SKI CL SEf � � STUD OR TO CENTERLINE AS ' � � �n �a � INDICATED. �` t I � � PANELSERE�C � , � Bioz ENTRY PORCH I � � 3. 2X6 AND 2X4 WALL WIDTHS ARE � i " ...-- - - - -� � , 3 7 w ELEC. DRWGS � Btm ' � . GRAPHICALLY INDICATED (U . N .O.) . � ' 1� - 8102A ` I � 4. REFER TO INTERIOR DWGS. FOR ALL � I � I K J Q M1 BENC R I. � � � , K1 I � I FIXTURES, APPLIANCES AND FINISHES. � ` � ' � �W ( � 5. REFER TO SHEET A61 7 FOR WALL • � 1 ENTRY PORCH SKI CLOSEf � � 1'm- -` ;' - , � TYPES i ;,, �� eioi B102A B�� I � 6. REFER TO SHEET A71 1 FOR DOOR ' • I � -- -- - _ -- -- A521 SCHEDULE. i ; • � ; �� - - _1 1 � . ' ! 1 - -- - ' Kt � ! , ` -1 ---- - -- - - - - - ._ � „ 1 mi '� '� - - - - - - - - - � - - - - - � = I , -- _� I J1 � � 4 . � 1 — — — — — — — a ! A521 I _ _ -- -- - - - --- _� � K2 PI RS a I ` OPP. ' f ? 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CA7.OItADO ; ; � N1 M1 � � ( MASTER BATHROOM I �II 6203A I � DN � � =N � . LINEN � I � O HALL , ••• _ _ _ _ _ _ _ _,,- T I : •. TIL ( I �=cla.wM-e�.cuaeeas,neccwsr�a I • AVOt�. CAIAAADO Y . : ; I i N , "� I N 16" BENCH �� N7 ' II N BATH 3 Q1 B206A T W/D I ,vx'v.w �o�' A'� ; c� 3'- O � , u; . _ _ I M 1 I i 8202A O � I , NLINEN TILE B203A (I R C TTI E + \ PROJEClNU1NBER 209a0.00 � ----.. . N � - I I � p � AcCESS I i � � � ISSUE REVISION DATE I . I ' ! ! m Q � O N � ( I ( M �:, I W/D P 6206A BATH 3 I E CPT ' �'� ' - � � " N MAS R�CLOSET A325 07 BLDG. 2/CONST. 09.02.04 � I �.� A 8202 �r—.-.--� _ —I __. . _ . . _ I � I I � _ — _-- 8 . � �A ' _ _ i / I B20� � M � _ �F[NAL CONST. 01.03.05 io � _ 2' - t •__3� 2'_t03/q" � I _ � I — - - I ------ N 16 ADDENDUM 5 05.16.05 �o A325 - _ I M ( -- - MASTER�C�LOSET I N ,�o� i - — � M L � B i � I I ' i � BEDR00 3 A. 1 _ — -- � - - - — M1 -- -- -- �I: esw I � I I BAY ROOF i � L0. PL D SUBFLR BELOW I I ( R � ; ��._ +. o' -a° 82036 I � — � ( A N HiGH wiNOOw __ I _ � ; I � '-o" ,-r- - - DASHEO LWE I ' M I I I � OF ROOF � I ABOVE L � I I � BEDROOM 3 I ( i � I � Q ,I I � � � � � � ► '° T.O. PLYWD Si;BFLR � � � � — — — - - I - - - - E�.= io._a" � I PLAN NOTES: M � i , � �=�-�I -. -n - 1 . REFER TO EXTERIOR ELEVATIONS � � I � ._$.. I I 6203B I :_ � i I I � : 'I � I- -J �-1 i - �- - --� I I FOR WINDOW TAGS. i I I I �� � � I I I I , I II I � � I � rt'I � 2. DIMENSIONS ARE TO FACE OF ; . F : - 4i II � G : �_ L1._LL__ 1_ �__I� �I-L il-L� ��l � _� N I STUD OR TO CENTERLINE AS i ' I : ; I - � �I�"�._l. l _I _�.LII _ L,l�- I-�I_ Ll _ i � _�_ I- +l 1_L_ I_1 � � INDICATED . ' - - 2X6 AND W L WIDTH AR - �- - 3 2X4 AL S E ' "' , � -� � I GRAPHICA Y INDICATED U N O '� — _" � � � _. . � J� �'l � I_ l _1_ '! - l� L� ( . . . ) . . 7 � : - - -- _ - i i � � ; � � i i � - 1 4. REFER TO WTERIOR DWGS. FOR AL� I I + , � • i -( ' - - , I �� -� f- � , i I � I . I + + + i � _1' I -�- _ _ � �o I FIXTURES, APPLIANCES AND FINISHES. - : , _ _ i_ � � ; i i � r L � !`� J -� � , -i .� - -� l- L I- 1-U -- � � -4 ' � I = I ! I I I � i _ � �-- ' ! I I I I � 1 i I I 5. REFER TO SHEET A61 1 FOR WALL � , � � . _ � � J�__ I _ _I . L 1 _I �__ -� TYPES COPPER ' � I I � • _ �I _ - - _ _ : DIVERTER � � I r_ ` � . ' 6. REFER TO SHEET A711 FOR DOOR BOX I L � �I , 4 �, - � � � � 1 — ' SCHEDULE. BUILDING 2 , ' I -- � -1 � f - i1 _ ;6-7 � � - , - BELOW ROOF : , � � I UPPER LEVEL PIAN � ; , I r -- -- , i ;- - �- � � � � - - _ _ ;. � � -- - , �- � . ' -- - - -�_ I- UNIT B � t A321 � &PSIA!. A321 I � UNIT B I A322 ' ir� A323 �� ' � � i I ; .. .. 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TYP. � Cr�T, I -- - ----- i o � DECK BELOW� d' -�� � � O { I COPPER GUTTER AND I � I o � �""� I DOWNSPOUT W/HEAT � n }� TRACE, TYP. o / \ iv �'� Q� 4 � I � / \ I 6. � 2 � 6: � 2 � r ^ A O ii vJ !�� V — — — — — � r�' — — � N — D.3 � W � � � A / / 0 � � --� � u � -I+Hii-I++t+H+F�F +fFFFFFF+ s: � 2 s: i 2 N o �y . M � � \ w A �. � \ � '� � — I I I W W � I N1 � � 1 /A531 TYP. J � � (' � � � � � I � \■� z / N R DGE: 23'-8" � � � CHIMNEY W/COPPER ROOF A324 � � O i ( ° (RE: 5/A536) `� `� I � i N � � � � J io 5 A535 WOOD SHAKES, TYP. J O i � 1 I RIDG : 25'- 10 1 /4" I — — � I I 2�-� � i in A324 I I � � � � I I � -- ---J � N ' ` . . � � � J � � � J � � _ o � � -- -- - -- _ � � � II ^ I I ^ II — — �— , — c. 3 �� � r-o \ ° vAII . RESORTs \ `� J I I � )J � — N DEVELOPMENT s: ' 2 0 0 COMPANY C _ L � _ I a AVON, COLORAIX) I = N COPPER i+� nactnTSCrorwcoan � °' � CRICKEf ■ � , �'I in e � MGfINC7U11E � - �BM1Y9f. CUIOIHAD M i nss� tYP. � 5. » � � �� T.O RIDGE: EL = 32'- 17 " � D��Ae��, I I I a I s: � 2 � HART � HOWERTON . � N N&C7rosK,NEV7YOHlc � s: � 2 M STAUCNdAL EN[:INBBI[ s � MoNAOHRNE�P]],BNGOi�13,WC �N ' \ AVON.COI.OBADO N � MHC}IANICAL BLECI'AICAL ffi�P61Nffit I d: N.BSNCUa�s,nac i� N C/VII.}]NGII�ffl+lt ALPINH @J==.-,••�'-�°="^ 1NG _ VAII,COIDRADO IWOOD SHAKES, TYP. � I I I I PROJECT NUMBBR: 20900.00 � � 1 // — — — A325 — ISSUE REVISTON DATE � � o a B • 1 0� sr.oc. z/corrsr. o9.ozoa 1 M `j t3 ADDENDUM 2 01.19.05 A325 � N � — ` i — — B 16 ADDENDUM 5 05.16.05 A. 1 — � — — 6 I 6: 12 I I \� � � COPPER GUTfER AND � in \ � I � DOWNSPOUT W/ HEAT `F' � BAY ROOF BELOW a 6' � 2 I TRACE, TYP. N M � q — — �----°- °-� — — — '; I � I . . I ------- w � a � � 6: 12 A � � � I I I 1 I 4�_p• I N _ _ — � I � I o SNOWFENCE, TYP. { I I � � I o I RE: 1 /A531 I 4'-0" I I � � I L — • — - - - - - � - � � � N � , O 6: 1Z w G: 1Z � o �LQIE; ALL ROOF RIDGE a 4._�. HEIGHTS ARE FROM EL= 0'-0". I p I � UN� B I 1 I BUILDING 2 ROOF BELOW SEE '�21 ROOF PLAN UPPER LEVEL 4'-0" � 4'-0" P� SHEET A123 ' A323 A322 ROOF PLAN 12'- 11 " 13'-8" 73'-8° 12'- 11 ` 1 � �4° _ � '_p• az-um.a.a , 2 3 4 5 A124 � I 53'-2" � N — ---- � 1 2 � 4 5 - - - ��c 2004 42�40 ARCHITECTURE, INC. 1 1 � QF ��[0 A322 A321 �,`Q.� AQ�O 1 1 E. RANDAL A321 A323 ❑ JOi-11$O�V � g� �,.�� . ^ (RE: STRUC.) ❑ l L:.i �' 'r-�+ � I I I O � /��� �`�,�� �� aSfONE PIER ❑ _ � E D E 7&G CEIUNG, TYP. � i !'�"� � , VL, I I I I WD. BRACES � C" (RE: EXT. ELEV'S.) O W �'a A � o � - - Q. 3 (n Q O w � � I � 0 � � � � � � � D — O — O I FAMILY��ROOM I I �rl Q ,•y.i �} _ e°°� �r�� � ��4 U 1 O'—O" � N � BEDROOM 2 � o � V � FAMIL�Y_R070M O` ` 9 ' -0" A324 � rT, O 1 �� -0" -- w �"� ( ; ; �/ ,,a � , I BmRO�OM 2 � �' I I O in 24 g• _p� SEE OPPOSITE UNIT f� AT SfOR. � � � FOR DIME SIONS CEILING AND NO BELOW 8�-0° 4�-5" — � —� LANDING_ i — -- � � — J 8' —O° --- ---...i AT CEIUNG — C. 3 O O O ABOVE � �o ^ EQ. EQ. EQ. EQ. o�w�mEVmnrFx 1 FLAT IANDING � W �TM 2 VAIL RESORTS � 8'`�—��" � r -- + � � �'—o° �9FO�� � � 0 0 DEVELOPMENT ' � — — I — � I � � W 8 -� � o ean� z ; � � � �0.�� $� 'O � FLAT nac�mr.c.-rorxscoan 0 � 0 � �9FpT I I I I �� , �,I I � Mairt�cnM� M � 2•_0" 4•_U" 2'-6" p�� ,I oeiwer. co�aado DGVI\WM � R 1 � � y(• W � � Id45TfiRR/INNPR i 4 � % ♦ ( J � —Qp � OCSIGNA[CFQIHCC � M � w°• N HART � HOWERTON Nswroe�c.Nawxouc ° LOWER 2�-6� � BEDROOM 1 2�-0"� �Y srnocruxncswcu�x 0 � . �� �p xon�aoast�aawHZ�tcu�,n�c � 9•_Ou 'V O O� 8 —O � 8001 AVON,CAILMADO - N � 9�—O� - -e— . NECNANICALmcr�o�riiHNGAffiBR { EQ EQ � u-e e��m�ns,a,c � r EQ�EQ. nvoN.cowxnno � , avn.�uucu�ssa LOWER L — � —p" .v.rwa �auue�caac,Qrc. I ENTRY 8' —O" � 0 Q EQ BATH 1 v1.n, coLOar�no eoo� = MECHANICAL � `� � g'—p" M � 8'�—O" I I 1 O M 10' -9 "t rh o PRO)ECTNUI�ER: 20900.00 i c� EQ. EQ. A325 S I , S. � ISSUfi RBVISION DATE � � 8'—o L _ J � — — � BATH 1 0 N SOFFlT � 7� -0" `O 07 BLDG. 2(CONSf. 09.02.04 A325 � AIECHANICAL � � 8�—�� � _ _ — N B QFINALCONSP. 01.03.05 � � ��-9°t �QFQIJ � I I �s ADDENDUM 4 04.29.05 A. 1 — — - — — � 16 ADDffiVDUM 5 05.16.05 � A N - - - - Q � UNIT B UNIT NOTE: 1 . REFER TO M/E/P DOCUMENTS FOR FIXTURE TYPES, LIGHT SPECIFICATIONS, ` I CIRCUTING AND ADDITIONAL I � I 7 1 I I INFORMATION. f OPP• A321 23 A32Z 2. ALL CEILING HEIGHTS ARE FROM � Qc SIM. F.F. TO BOTTOM OF FRAMING. 3. ALL EXHAUST FANS TO BE CENTERED ON TOILET FIXTURE, U.O.N. 4. AL� UGHT F(XTURES TO BE � CENTERED IN SPACE, U.O.N . ; I 5. SEE ADJACENT UNIT FOR NOTES I I I I I AND DIMENSIONS NOT SHOWN. BUILDING 2 GARAGE LEVEL REFLECTED CEILING 12'-11 " 13'-8" 13'-8" 12'- 11 " Q�N , 2 3 4 5 A125 GARAGE LEVEL REFLECTED CEILING PLAN � � � rq.° c � �—Qn ARC03.dwy � �—'—' ___'__ . _— __ -_ _ 1 2 3 4 5 �c 2004 42�40 ARCHITECTURE, INC. ,�� �f C pl q.. ���' ��o� � �- PF?I`��r�L � . , J�i, � �UiJ I �.,,` , n , � _s I I � , I , I ��'; � �.., r t. � ' �:\�i �✓. , .,.`., A322 A321 -" �' ' �` '� V�TJ� I 1 1 1'+�1 � A32, A323 V ' I � I I r� � � I�1 � � � � � — � — D . 3 � A � � w � � � ioxs �ECORarn ..{ � ,� FIR TIMBER. O NOTCHED TO V COVER STEEL . p � — I FLOOR GIRDER I Q � � d • 0 W � � x � �N� � DINING ROOM `N � �� �� o � V z 9'—O" J 1 A324 � �T� O frM � � Y4" 2'- 1 � F� `a DINING ROOhI LMNG ROOM "' O � 1 � I O B10° I �06 I FOR CEILING IN I 9'—O° THIS AREA — SEE � `O A324 UPPER LEVEL R.C.P. 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B M N HART � HOWERTON 9�" W PER METERS, Nsm,vuc,Newrwuc 1 � A325 8� _p^ SOFFIT s�auc�v�nLS�a�s� SOFFIT IYP. etmasoBa�ewr�isNCn�s,ax � ,� ev�.coroxnno M � 0 V` � eacxnxtCneBiscrRtcAt.ffiaGU+�e N EQ EQ � W BREAKFAST ROOM Av���II''� � MNN ENfRY �m � I $ — eios 9'-0" ncrws�cw�eexu�c.uac POVYDER 9 �'��� veu.. cownnno v � 8�0" � - - - - - W - -Q 1 � EQ EQ �° A325 PROJECP N[11+�ER: 20900.00 MAIN ENTRY � �� Q � ^ _ B 1 ISSUS RFsVISION DATE � ' -0" POWDER or • A325 O BREAKFAST ROOM e�o, W tO 07 BLDG. 2/CONST: 09.OZ04 9��0. 0 8'-0" , _ ` _ N B QFINALCONST. 01.03.05 � W ts ADDSNDUbf 4 04.29.05 d /�. � — — — — — I EQW EQ � ta ADDHNDUM 5 05.16.05 � _._ I Q N UTILITY ---- ' ARCH A q — — — — W e,a - 9._0.. OPENING NOTE: 1 . REFER TO M/E/P DOCUMENTS FOR SKI FIXTURE TYPES. LIGHT SPECIFICATIONS, ❑ CLOSE7 � � 8' -0" CIRCUTING ANb ADDITIONAL O B�� INFORMATION. �� 2. AL� CEILING HEIGHTS ARE FROM I eia F. F. TO BOTTOM OF FRAMING. 1 . p 9 ,-O•• I � I - � 3. AL� EXHAUST FANS TO BE g'_p^ 1 � - CENTERED ON TOILEf FIXTURE, U .O.N . -E� 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U.O.N. - ---- -- 5. SEE ADJACENT UNIT FOR NOTES -- ---- AND DIMENSIONS NOT SHOWN. � -^ -- � I � ` � UNIT B I � I - BUILDING 2 UNIT B MAIN LEVEL � � � REFLECTED CEILING iz'- � i - � s -s is -s' i2'- � � PLAN � > > � d�31M. �21 2 A323 3 A322 4 5 � � A126 MAIN LEVEL REFLECTED CEILING PLAN � 1 � /4^ _ � ''0^ ARCO2.dwq N i � � 2 3 /{322 4 /1321 'rJ Qc 2004 42�40 ARCHITECTURE. INC. �� pf CO(Oq4 '`Q' �p h � t [. RANDAL a321 A323 JOH�SON � L.>�` l- V~ I I I I f f���SF ��,��i. - -- ------� - --_-------- ---- -- -- - I w -! - -- - - - _ I - - V � I ' -_-_=--- -- - w o � � ---_ - � A � _ ____ � --- • D.3 � Q 'e� — " � EQ EQ --------- I ��/ (�/� i�•� ^ 3'- 10" 3�- 10}�4. � O —_--- .F y r0 --- � -- ---- ---� I I 6•_g�t 8,_0„ ------- � O D — _ ----- _ - . � _ � •� 0 4X12 OLID -- - - i � �1 V ^- --- o � I _ � � � WDp P�/RLIN. 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BATH W ?� I nt�.srr�ceiawum � 0 I 9 '-0" $�QFFI� �] a O 6 9� —On O I DS4IGNARCFQI'ECf 9�—�� ° a � N HART � HOWERTON I � � N O � O N N CENTER IN a�ma�c.NSwvon: � � SHWR7 iN � w BY01 2�'0� �( SIRUC1ViAL@IGQ9PI+A ?� O 2 -6 g. _�.. BAiN 3 V a�oNxoasN6weu.m�saaFr�as,m�c I � O O Q � AVON, COfABADO ' W � � a j� l�(JIANICAI.T��t+rrem�� � N � io io EQ EQ 8'-O" 7 -O � � K-s�csmFas.nac .,..x - I I Q � :- � � AvoN.cowanDO � N N � ? C CIVII.&dGQd�lt 8� _�.. cw EQ EQ O I ''�E� � „���� ��,��� I � �^� $� -o.. � � � � � �5,�. ��. , , � � ,�zs �o,� ���: �.� � � � n �°o° s°o° � � 3'-0° a'-o° 9 . _0.. �C � O _ _ _ _ B 1 ISSUfi REVISION DATfi A325 �E � FlXTUR�ESW / t° I 07 BLDG. 2/CONST. 09.�Z.04 9, _ � • QFINAL CONST. 01.03.05 I MSTR. CLST. � � 8'-0" _ _ N B � � Q5 ADDENDiJM 4 04.29.05 9�-O" � � i /�1. � — — — — BEDROOM 3 � / t6 ADDENDUM 5 05.16.05 i io � `! � N 1 1 '-9 1 /2 A — — BEDROOM 3 � � I � I I eLQT�: 1 • REFER TO M/E/P DOCUMENTS FOR FIXTURE IYPES, LIGHT SPECIFICATIONS. CIRCUTING AND ADDITIONAL INFORMATION . I I 2. ALL CEIL.ING HEIGHTS ARE FROM F.F. TO BOTTOM OF Ff2AMING. 3. ALL EXHAUST FANS TO BE i I CENTERED ON TOILET FIXTURE, U.O.N. i 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U.O.N. � I I I I I 5. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN. EE OPPOSITE UNfT BUILDING 2 ; OR ALL NOTES AND UPPER LEVEL IMENSIONS U . N .O . REFLECTED CEILING � 2'— i i " i s'—a° � s'—a" i 2'— t t " PLAN , t t t � � OPP. A321 2 ns23 3 as22 4 5 & S�M. � A127 ; UPPER LEVEL REFLECTED CEILING PLAN N 1 , ,4.. _ , •—o•� z„�3.e.9 ------ -- i �c 2004 42�40 ARCHITECTURE, INC. Is�� OF CO[p9 / `'= �G'�` / E F;1n!npL � � JC"id;a�:jJ , r -� .-, � , ( E.��.—. \�.i� � � �-.^s t �.t t . �.-�' _ _ ���j . t v _� VJ� V wo � Q � n Q .� i w�/ � � � n 2 3 4 5 ^ �1j � � \/ � x r� V A� , ; W � � � 0 � � � � � � � � � Vz � wo 0 � � � o . � I O ! EL = 32'-11 " N NOTE: REFER TO ROOF PLAN I FOR ROOF SLOPES r � T.O. RIDGE i 1Ll_I__1�__ ' �_�J__1-1--i_L 1� -1_L , ui� � ii i ► � ii ��L�u_ ! . � � �------ ____ ._ _ � , �u_ � � � � � � � � � �l i � i � II�iLLI_�._ lLl�_J�iI_i_il �I � 1_ji_1 �� I� _ll_1�1_l � J TIMBER BEAM ENDS — TYP ���DB�� SNOW FENCE — 'fYP. i � v w000 Fnscw ; � I f_l_ � WOOD FASCIA DEVELOPMENT � - � � _.I �L � � COMPANY WOOD SHAKES � � P I COPPER GUTfER AVON, COIARADO -� - , I i nac�ma�crorxacoan � WooD SHUTiERS ' �LL COPPER DOWNSPOUT , � � I 4 � � � , �,� TM ARCXRECTURE WOOD SIDING �` � oenver. cdaaen STUCCO � yy �W wtisisan.u�ra s - Dffi1GN ARCFLLT7'1,7' COPPER ROOFING AT BAY WINDOW ( I O I � HART � HOWERTON � Newxoa�c,�vxoax � . : . . \ / \ / ��,,,�w�� ��&��.�.� AVON, COaAM00 I _ I_I _ ��—� I I � � � � I�.�.� I I � I � �-�- MFGNAN[f1+L�..,•�••r•, @R•,QdFFJt 7 3 � - J L � LLL_� 1-1-I �-J__t LL nvori,�� � UPPER LEVEL = EL 10'-4° _ I _ T.O. PLYWOOD SUBFLOOR I � ��� niraae�+cu+�c.mc � vnv-.cowanno COPPER ROOFING AT BAY STONE VENEER �: _ I PROJECT NUMBER: 20900.00 � --- STUCCO — TYP O / � O � GUARDRAIL ISSUE R&VISTON DATE \ / , / \ (RE: LAND.) 07 BLDG. 2/CONSP. 09.0204 FlNSH FLOOR QPINALCONST. 01:03.05 SEE CML FOR GRADE - - - - - - — ELEVATION REFERENCES, TYP. - _ – - – — - _ - te ADDENDUM 5 05:16.05 MAIN LEVEL = EL 0'-0" — — — — T.O. P�YWOOD SUBFLOOR M CPPR. COLLECTOR BOX SCONCE I CPPR. DOWNSPOUT UNIT B UNIT B GRADING (RE: CIVIL) NOTE: REFER TO SHEET A751 & A752 FOR WINDOW TYPES. SCHEDULE AND SILL & HEAD HEIGHTS. TYP. All exterior vents , louvers , and other penetrations shall be painted a color which compliments the surround exterior material color. ' BUILDING 2 NORTH ELEVATION ; , 1 NORTH ELEVATION zEL.d� A221 ; _ _ -- --- ----� Qc 2004 42�40 ARCHITECTURE, �NC. ��p,�� �4 CO�p9qoo E. RANDAL JOHNSON ��� �� f�- 1����s� C�\���� � w V � � Zo I w �, A � 5 4 3 � 2 1 � Q � w � ��., I � � � � I xAV , � � � � � • STUCCO CHIMNEY W/ � W � COPPER ROOF CAP i � � (RE: DTL. 5/A536) i i r , 0 � z I I I I NOTE: REFER TO ROOF PLAN � ^ O FOR ROOF SLOPES � Q ( � 1� ° � " O i� _ _ I _ _ ,l EL 30'-0" � M� T.O. RIDGE V I I f I I ' � � — —� WoOD SHAKE ��_��_�- J_llf��_�_ � � � TIMBER BEAM ENDS - lYP �D�� � WOOD FASCIA ' ' � 111�11 �1���� - � � � WOOD SNAKES VAIL RESORTS w000 Fnsan � ( DEVELOPMENT � i -L!- � ,I SNOW FENCE COMPANY SNOW FENCE - TYP. � I AVON, COIARADO 1L _ � � � � � L.I I LI� I I I � I I I I I I_ I I I 111 ' °x"°'�°�'�°�° � � � , ; - � , i � WOOD TRIM — � � -�- � . � �,I COPPER DOWNSPOUT � ' I � AND GUTTER I I �_ °�• Ca1aado � COPPER GUTfER ""$'�"p""�'� a WOOD SIDING- TYP � � � 6 COPPER DOWNSPOUT D�'"�°� A521 HART � HOWERTON � WOOD TRIM — TYP r�sw�c,amwrouc WOOD iRIM � � sraocrtnuL�cummi -- - - - I I -- - a[oriaosaNaw�.sxcmmmi.RU+c evaaa,canL+oo S7UCCO I PP O � PP PP7 �� PP �au�ruw.sr.sc.-rniw.mic� x-ssNCUa�rucs,uac � UPPER LEVEL = EL + 10'-4° "4OA,CO1D1ADO � I I T.O. PLYWOOD SUBFLOOR n�rrt°VD'�,�c Qven, wwnnno TT GUARDRAIL � O RR QQ QQ1 O O � PROJSGTNUMBSR 20900.00 (RE: LANDSCAPE) WD. GUARDRAII & BALUSTERS (RE: DTL. 5/A522) 2 ISSUH REVISION DATE � A522 4 0, 07 sLnc. z/corrsr. o9.oz.oa rn — --" FINSH F�OOR - a 7A FINAL CONST. 01.03.05 SEE CML FOR GRADE ELEVATION REFERENCES, lYP. iz ADDF.NDiJM ] 01.12.05 - M MAIN LEVEL = El 0'-0" ts ADDENDLiM 2 07.f9.05 STONE VENEER - - T.O. PLYWOOD SUBFLOOR Qe ADDENDUM 5 05.16.05 PIER 'fYP _ = _ - _ _ _ - =-� - � - � - _ -- - _ — _ -- _ __--- -_ - _ _ — _ " - ' \ _ - -- _ _ _ - _ MM NN 00 --- NN - - MM ---- � — / .- - - _ \ / - . - \ - _ � - - _ / . - \ / - - -- sTONE c� - n�P STONE VENEER - TYP -- - --- _ _ - _ _ _ -- _ - -- -_� - __ �C __ " - - _ - - _-:— - - -_ - - _ -- - __ _= - -- - __ � __- — - - - -__ -_ -_ _ - _ - _ - - -- _ - _ _ - - - _ _ -- - _ - - - - _ - - - _ - _ - - _ ' -- - _ - - GARAGE LEVEL = EL - 12'-0" V T.O. PLYWOOD SUBROOR e 'e `-< UNIT B UN1T B M A A � COPPER DOWNSPOUT � COPPER DOWNSPOUT 0 B U I LD I N G 2 � (TIE INTO STORM DRAIN, ��. REFER TO SHEEf (7IE INTO STORM DRAfN, A751 & A752 FOR WINDOW SOUTH ELEVATION � NP•� TYPES, SCHEDULE AND SILL �•� � & HEAD HEIGHTS. P O N N Q N � SOUTH ELEVATION � A222 � � _ j�4" = 1 '-0" sELdwy 0 c s 0 r 0 4 U � � Oc 2004 42�40 ARCHITECTURE, INC. l h�p�� Qf eQt�9QOo E. RAPIDAL JCHNS�:�I ��� `' 1,,� ��'` F�s�� c� ric�ti\1 -- � --- -- � W VE Z B 6. 1 C . 3 D . 3 w O ^ � � A � I I __-___ Q I 1�/ � � O � _ " � � O � V i w � � � i i a � � i , � EL 32'-11 ' — — — — — N V '�-. T.O. RIDGE �T� . F+� O �ll_1 ,11�J1J1�� � i i �i a I ��_I��_J I_� � I � WOOD SWUCES O � � � � � � � I � � � � 11_1L11��1� � ' LL�i_1;_111 C� ' � � � ' � J-1-1-L � i�--l�llll�JllLl�i - ---_J ��i � TIMBER BEAM ENDS — TYP __ I 1U-I_11�1_l .l LLL.11 i-1 I I I LI___ I I I � I I I � I_ I I I � I � I I I L 111L�� 1ll1_1lJ_I_� _LJ_l�Ll.i _ I I � I I I ( I � I I I �.l_�_L_a�. J_I I I I � I I I I I i I I I � I I IJ �l_1J _ _ ,�°o F,�°�A 1 L�_�_�J_l1 � i L�1LLl �i u � I I �I I I I � I I _ _ _ �� � -I I I I L� I , f i� I I ' � i , � SNOW FENCE 1 ����! ; L � vAU.. xESOxTs DEVELOPMENT -- , - COMPANY - AVON, COLORADO SNOW FENCE ''R�'°'a'•��°i'"B°°a° STUCCO � WOOD TRIM � I KK LL LL � � ,I DECORATNE Derner. Cdaeao WD. TIMBER ENDS I I ( i I WOOD SIDING D�''�� L_a ' , UPPER LEVEL = EL + 10'-4° _ — — WOOD TRIM j�g�lYO O�R�TON T.O. PIYWOOD SUBFLOOR . COPPER DOWNSPOUT — sraucavnncmaca+rm STUCCO —TYP ��vo�io�anno�'� N . � � - �� C . . . . . H6CFIAHI��ffiJGQd�t AWN,COIAAADO pp O HH II JJ N � EQ. E II a � n�rnm��c.uuc � 'N� � eu,co7nanno FlNSH FLOOR � `� �j � � a PROJECT NUMBER: 20900.00 SEE CML FOR GRADE _ - _ _ rn _ - _ - _ _ - ELEVATION REFERENCES, NP. - -- — -- _ ' _ � - -___�! -- - MAIN LEVEL = EL 0'-0' _ _ I `- . -.'._--� �O'=0 - = ISSUE RSVISION DATE T.O. PLYWOOD SUBFLOOR M WALKWAY -- - _ - - --- -- - - -- _ 07 BLDG. 2/CONST. 09.0204 I - - - - - - _ QFINAL CONSf. 01.03.05 (RE: LAND.) - _ - - - _ _ _ - _ - _ - - - _ - _- - - -r - - t3 ADDBNDUM 2 01.19.05 - - - - - - � �A DASHED UNE OF ---- -- - - �• - _ - - ' ts ADDENDI7M 5 05.16.05 CONC. REfAIN'G WALL � - --__-__ (RE: SiRUCJ � -- -- _� -_= DD EE _ — — _ _ _ _ � � FF FF _ - - _ -_ _ - BATHRM. EXHAUST(s) - _ _ -- _ _ _ - _ _ - -__ (RE: MECH.) �A - - - --- - - _ - - _ _ GAS MEfER (MAINTAIN - - _ � _ , CLEAR MiN. 4' TO BOILER _: - _ - - - - - - - - _ - - - EXHAUST & INTAKE) � I - - - - - - _- - - - _ _ GARAGE LEVEL = EL - 12'-0" (RE: MECH.) - - - - -_ - - - � — — — — — — — — T.O. PLYWOOD SUBFLOOR I � � SfONE VENEER- TYP CRAWL SPACE CRAWL SPACE EXHAUST TERMINATION VENTILATION INTAKE (RE: MECH.) UNIT B (RE: MECH.) BOILER FLUE BOILER COMBUSTION EXHAUST NOTES: AIR INTAKES (RE: MECH.) (RE: MECH.) 1 . PAINT ALL EXPOSED MECH. MAKE-UP AIR INTAKE TERMINAl70NS TO MATCH ADJACENT WALL FlNISH. (RE: MECH.) B U I LD I N G Z 2. REFER TO SHEEf A751 & WEST ELEVATION A752 FOR WINDOW TYPES, SCHEDULE AND SILL & HEAD HEIGHTS. 1 WES�T � ELEVATION zEL,,,� A223 - �c 2004 42�40 ARCHITECTURE, INC. S�p�� pF CO(p9�o� E. RARDAL JOHNSON nP?h, � � �iii: li�,f,�rs� \��c� _ R � w V � zo wa A '' � I � A ,� W � � � 0 � � x � u D A1 A A � ----__�----- _ w W � - � x � -- � � � V z _ NOTE: REFER TO ROOF PLAN Qq �r7 O FOR ROOF SLOPES �"�� N � ( ,� EL +32�- 11 " MO ' I � � , — — — I I — T.O. RIDGE li�_I� LLl�l11L, �_ .... � 1�J 11�_«J1J1-1J_-l�_I_I_ I��_ � W�p F,��w _ � � � I I I I I I I_ I I I � I I I LLL , L ��-- ' I� __I_l ' �"°°° S"""� � � I�1�i_L I II � i i I �I I i��I I I I L __ �� � _ � � �1.i_��_�_}_��_ � ( t I � I I I I I � I � SNOW FENCE V�1. �' S OR� � I � I � I �I _1I LIi_.�-L��.-�-�.J--- DEVELOPMENT 17MBER BEAM ENDS. I L��J__I,__IJ_._��J_._I__� l_J _L1L COMPANY iYP. ' . ' � I I!� I I i I I � I I�I-������-� � � 1 AVON, COIARADO - � LLJ_� i nac�cr oraecom SNOW FENCE ; i � i . J � � � �,, UNIT BEYOND ' � I COPPER DOWNSPOUT �R�n� AND GUTTER oemrer, cdoraeo aesrsn ei.u�a�,m� KK COPPER ROOFING AT BAY a� DffiIGN ABCFQfBC[ � STUCCO - 7YP HART� HOWERTON xoix, rmw,roe�c WOOD HEADER � COPPER DOWNSPOUT ' I I � � srrtvc�vxe+Le�cw� xoruos a xea v�L�tcu.�s,uac �_ UPPER LEVEL = EL + 10'-4" AVOM, COIARADO _ . — . Ip+17L�T�C�t mnrrorrAr @IGRi6GIt — T.O. PLYWOOD SUBFLOOR n-seNCaaaaxs,u�rc .. . . . . . . AVON. COIDHADO WOOD TRIM - lYP . . ccvu,�cu�e VII, . . _ _ . . . - �Q . ALPWH��.ING C � II JJ II HH EQ. EQ. AA 86 � PROJF.C.T 13IIMBER 20900.00 O Q. EQ. � � OPEN� ao -- - � � � FINSH FLOOR ISSUE 1tEVISION DATE - _ - ---.._:.-__..-.-_ _ — - _ - _ _ _ =- - _ SEE CIVIL FOR GRADE 07 BIDG. 2/CONST. 09.02.04 _ _ - � _ _ _ _ - ELEVATION REFERENCES, TYP. Q�ALCONST. 01.03.05 . - - - _=- - - _ -_ = MAW LEYEL = EL 0'-0" t3 ADDENDLTM 2 OL19.05 � - - - ' - - in T.O. PLYWOOD SUBFLOOR " _- -.-._- -- - WALKWAY ts ADDENDITM 4 �4.29.05 f -_ _-= _---— - - _ (RE: LAND.) ia ADDBNDIJM 5 05.16.05 ; _ — _ __ - _" __� _ _ COPPER DOWNSPOUT _ . .. _ Cz - . - - _ - _ _ .t = - _ - ' - � - - _ _ I DASHED LINE OF � - = _ - _ - CONC. RETAIN'G WALL - - - _ - _ - _ — — ---(RE: SfRUC.) I _ - � � � - \ / -_ - _ - - - - - - BATF{RM. EXHAUST(s) - -- _ _ - - Qq (RE: MECH.) R _ - _ - - _ - I I MEfER (MAINTAIN - - - - _ _--- -- - _ - _ - — - __-��� CLEAR MIN. 4' TO BOILER _ __ _ _ - -- - _ = EXHAUST & INTAKE) - _ - _ _- - - _ - _ - - __ _ - - _ - - - - - - (RE: MECH.) ,� GARAGE LEl/EL = EL - 12'-0" � I NOTES• T.O. PLYWOOD SUBFLOOR STUCCO - TYP � CRAWL SPACE 1 • PAINT ALL EXP05ED MECH. CRAWL SPACE � VENTILATION INTAKE TERMINATIONS TO MATCH EXHAUST TERMINATION WOOD SIDING (RE: MECH.) ADJACENT WALL FlNISH. (RE: MECH.) BOILER COMBUSTION 2� A752R FOR WIN OW 7TY ES, B U I LD I N G 2 AIR INTAKES BOILER FLUE (RE: MECH.) SCHEDULE AND SILL & EXHAUST EAST ELEVATION HEAD HEIGHTS. (RE: MECH.) MAKE—UP AIR INTAKE (RE: MECH.) 1 � �EAST ELEVATION ZE�.,,� A224