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' I 1 r' - �s. �ssi � ��'�� \ � ' � �io a oroved - ---- ❑ 1 " - 2 0 ' - 0 " a � aa,t.� � ` \ � tilAti,i� a=�.�;. - � � - � eeas.i eeas.+ eea+.e ee3i.z \ }•.� ILD � LO �.J ��i Cei�ied � �'O �'F 8028.3 8025.7 __. _ _ _ PROVIDE 1 E �U L 6�L �! ! HIDILW� AT PHOVIOE {' CONC PIN � F� I � [F� - � - ATROIDWAY E GOg��� ALL EI.CH EM E i _ —_ _� � �� T� DGE OF GRflVEL FORO MATTE R � �� SEMER MRNHOLE f �. 3O3IC) ig � . �. UNITS SEYER MFNHOLE 042 E RIM ELEV.: 8039. RIM ELEV.: 60651 DEPf. ' �� P ,.unFnNORn INV. ELEV.: 8031.8 a INV. ELEV.: 8056.0 y� h ��,^,�a i rs ;o ee P�vm suMM�+ P�e isauance or granting oi a permit w approval ot plans ar�- MATTERHORN C IRCLE `� I � � PH�MIRmlll� z � �-��=�' �= ������ • -� � 12' � GO i�F. C I h.1C.�' � soec;fications shall not be consiruetl to be a G�rmit for. or an T f��ip�#.1 �' 1� app�oval of, any violation of any oi ?ne pruvisions of this cotle D A T 6 : V H bolp y.le�t7 —! ' �P`T I �/� G�f`ESy�� # � � � �- ��� � ' �-���^ or of any other prdinana of the jurisdication . The issuence N; �, , � � �� �p �� � o pormit based upon plans, specifications and other data shal. 0 2 / 0 6 / 9 5 � not pnvent the building official from thereatter requiring the. � i O J � �..� � ME� sara4ion ot errols in said plana, Specifications end othe� R & V I S I 0 N S : 't �. p l iz-�P� data. " / ( t� � � C.� - F� nwe��: L� v�. �� � �� �- �- a r�,� onTE� ) � LAI�TDsCAPE PLA a 1 " = 20 , _ � , . � Town �f VQiI � DATE OF SURVEY � 12 / 13 / 94 I('` � �oR'� F V L 1 • r OF � a � � O � � � � O � � 66 " 0" 1.. J 2 ' 0 " Q 21 " 0" 10'0" 17 ' 0" 16' 0" � � �lJ � B M w , m m _ � �` N N ' m �./�+� V M �J � I .—� \ / � - � � N ' � Patio I O �, � � Above � � m I � \ O m � •� (� \ / °' � �n I Bedroom 1 � (jf � � � Crawl � � . / \ I - � � r�—i Q � / \ I � � � � / — — — � � Gara9e �� � � � O � .—� ski Mech m ""'' rack � N O (� m � � O m N 2 - 1 / " 5 ' 11 - 1 /2" � 3 ' 10" " N m M ' ^ 0 ' M � � O M � � m A — — — a I � � - S`F' p - � ^-� '-a I I O � i� 5 - 1 /2 " 3 - 1 /2 " � � V '� down Ent 6.�„ i � 2 .�„ S.p� , 5 - t / " ro . r—•� f�-� ,. ry / - Tl ^ ` I I ;� — � — 2 0 5 � 5 - 1 /2 " N - v W Mud - / � � `D � I I M N P/� �/ _ aundr I M ~ � � � i � I I � � o en ab � W `-° � I Bedroom 2 � ° - � � � � I � I � y � O OQ .~ � O � � � I I m N /I \ I N I n 3 � �1 1/1 `� i I Covered � N � � � � Entry � m �n I � � � � � O m �` m � i - ^ �, 96 ' - 6 " �, � — � '� m C� . � N � I _ � � � � � � P � 0 99 � - 0 „ �, o 0 _ � H . � . � lorer level � 2,0�� 2 . 0�� 1 " 10' 1 " 10 �� 2 ' 0" p 1 a n 17 ' 0" 11 '6" 3' 0" 5 '6" 16 ' 0" i / 4 " = 1 ' 0 " � l � g�� 1 .8�� 2' 0" � 21 ' 0" 27 '0" 16 ' 0" LOt 2 � � ss � e° � � Toxr� :,� �'ail � e t e : � ���I I �,! � �o� I aeoistoxs : s.,,� ��- ��U�� — _ 5 -c � � ti h x Lower Floor Plan � 1i4 � � = 1 • 0 � � � Plon North � A � U � �1 • � w � � O � � � � O �. � � 0 � 66 0" � � 9 ' 0 " 12 " 0" 27 ' 0" 16' 0" 2' 0" 2 ' 2 - 3 / 4 " 2' 2 - 3/ 4 " 9 ' 0 " 7 ' 6 - 1 / 2" 11 '9- i /2 " 5 ' 0 - 1 / 2" 3' 7 - 1 / 2" 5 ' 0 - ] / 2 " 1 , 6" 7"0 - 1 / 2" 5 ' 0 - 1 / 2" 3 ' ll " 2 ' 0 " �• �J � B � � M , � � - - - �o � - w � � m 0 , , i � �, o _� m M � ster Bath , CO � � * - ~ .—a � � � - - - - _ �� (D N ��/'� i I N � � - - K,/ �I N ry � Q O ' S 1 / �� 3. � � 1 '9 - 1 /2 " 5 I i • �-i �, I Covered I � � I I I � � ''�f � m � � _ _ � � � � �, • Patio O / � BR 4/Off \ � I � � � V �" � � I Dining Room Kitchen o O i _ I i 0 \ I I / / � � Bre kfast � � I � I N � m � O Q c �, � � - � _ � � • �--� U � °� I � � � . � � ' - � m _ � mech � I O _ �I � `�° � •� N � — chase � — M — — — — — - N I (LS N � � _ � - - - - - - - I � I � � c i `•° � � pant . o _ � � O Powder o � � Wal J ' n I �:, ('� ) ' Q � ~ \ �� - - 5- � �2 � � I - "i � � \ � � � I � � 2 ' 10" 2 .�� � 5 � � � � 4' 3 � � � � � � � _ � � 3'0 � " A \ 2 , � ra - , �z �� '� 4� , o - , i2 � - � � � – � � – i �2 � � 3– i �2„ N — O � � 3- 1 /2 ' � 5- 1 /2 ' 3 - 1 /2 " m ; - - � � P 1 ' 0 1 ' �� � I 5 - 1 /2 " � � r� . ,� nt � N � � W - � I / Living Room I \ L � down � "' m _ � � � � � I Patio / `" � - � / ~ I r � I Plan � / � '�"' � / SheI�D � � �Sitting � _ _ _ � s"'' • � " I i � � - - m m m O � '" Master Suit� \ � � � � �-( � � m - � p - - - � N O � � �. �,� � I - � � � � 0 m �- - M - - - - - - - - - - - - I I � � — m m c� . � N N � � - - - - - - � - - I tii! � o � o � � . � H � . �..� l �p�� 11 - 1 / 4 ° u P P e rl e n v e I � 5'S - 3 / 4 " 10 "0- 1/ 2" 5 " 5 - 3 / 4 " 3 ' ll - 1 / 4" 6 ' 0 - 1 / 2 " 5 ' 0" 3' 0 - 1 / 2" 5 ' 0" 3 ' 0 - 1 / 2 5 'S - 3 / 4" 5 ' 0- 1 / 2" S'S- 3 / 4" 2 " 0 " 3 "0" 1 / 4 "P = t ' 0 ' � H 2. 0 �� LOt 2 � 21 ' 0" 27 ' 0" 16 '0" W � 66 ' 0" � Town of Vail o e r a : � � �I� �oP� R & PISIONS : �,.� / , �/� � � - °� 9. /�!. , � Up � er F' loor Plari � 1 /4 " = 1 ' O " � Plon North � � � U • i--I W - - - . �: , - - - � - ' - - - i - ' - - r . _ 1►,, . 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IYi �-1C> building � k - I Io�1 _o , i � � ¢ � _ � „ � elevations _ _ 1 / 4 " = I ' 0 ' � — � i � �.= ��., � Lot 2 � i k�► 9y �� I. oWtarz W I ��� _ oo, _o� - � S - !o ) � ( —__ DAf6 : � _ . -- - CO/"IZP�� E - - - - --- - - - - --- R6VIS [ ONS : �„� - - — - - - - — � °f C� - - --- -- -- -� � ' � " 9� SII ----->..- -- - -�_ - - � i . �J�FIC � OP� x North Elevatlon - { ,�- � �, . � 1 /4 " = 1 ' O " � 2A4 � � � � � � ' ��' � �3 — ------ - — I Z �I ' ' v ' ( 3a � O ' 1 -- — O �. �[ � I � I f . � / • \ � � \ � i" \ i �, � + t��.s�-r� i M � 20 ' S�fi " C � S - �� '/z '� - - -- �- J - - - -- - ---- - - - - - o - - — c� - -- - . T � - , � � � a - � - c� � � + M G h `r�-�- � � qi _ p � � � 11 '- to � � ) '1" 1 - - — - - - - - - --- - - - �. � - - - - u � � Ll '- 1J ; . � � , � - , 00 �--� O "♦ �.. - � 'd t�S , LowE.F- - - - - - - - ---- - — I O� � 8 ' - b ' � 1 -- --- - � �1 .� ^ � I � � � �� � Q %' I � � Q C� � - � - - - -- � - - - - - - - - � • r-I U � � � . �--� � South Elevation 4� � ° �, o - - '� �' � 1 /4 " = 1 ' O " v . ,� �..� � � � � � , �. � e� � - - - - -- - - -- � IZ �I ' ' � " ( si � '. o " ) — - -- - - - - - - - - - - - -- __ -- - - -_ - -- _.— � i 12 �1 ' - l0 � �b ' -d � ^ - - -- - -- --- - - - � � \ - - -- � O • i--1 �..� �-1 - -- - � � � ' 1�1 '�"� O } P �'T� � j / T3 � . � 120 ' S �/z ' / 7. 8 ._ i � , �s �� ) ;' � � • � � _ � � � P `'f''-ts� � I —_ � �I I - - - - — _ __ -- - - �� i�" � ��. "— C2 � ' - ii ' l,. " ) � 0 T � _ � 1 — '� �' TI � lC� / - -- - - 'r � � � a � � � o ❑ � � � , _ _ _ _ _ __ � � . � � , � . . wy � \ , I � + rt�� — ----- - � 2 - — - — --- — - � . I ID �I ' - O , . � � 'I ' - li ' 1 T� —� � ,, — / • rl � q. � - -- Duilding � � I� I� � i.yla eleretious� � � - - + — - -�- - - - - - - - -- lo � ' - v ' � I -0-' - � ' � ) 1 / 9 " - 1 0 ' y�-1 . - �. I - - _� - �----_._..: _.._. .�. � — - . _ I � , I Lot 2 � I — -- i — — � 1`0��-�-, ,�; �^�'sl � ` y I I � � FIC� �� ��r D A T 6 : � � � / Ir1F�12- - -- - - - i vo ' - � ' C �! ' - Co ": I I I �.� IT — — — � „ Y/YlL�, ;' ; � I I i - - � - - -- -- - - R 6 V 1 S I 0 N 5 : �„� L � � C�P� Rf� CcE � f-- � — — � -' °I c. , _ � w East Elevation � 1 /4 " = 1 ' O " � � A5 � � � � � SYSTEM NOTES - V � 'IZIDU G _ - - - 32� -n � ; C 12q ' -� � �) _ W RI Roof Assemblv WI 4 Interior Wall Fireulace � Composite Asphal� Shingle on I S# Stone Venecr e/ wall lies on I/2" Roofing Fell on I /2" sheathing on stud Gaming w/ R19 FG Batt insul + ' �' � Full biWthanc mcmbrane on 9/R" ply J mil pol� v.b. 5/8" �} pc � �ryP board ! O sheathing on Roof rafters I �. � (onc hour shaft as applics) � fZ, I �'J. '� � � R30 F.G. Baq Insulation / G mil Poly V � � 5/ft" Rpe X g��pswn board IZ� W 1 Wall Asscmbl� FI Floor Axsemblv � � Cedar Ba�rd & Batten (�erlicaq siding Floor Finish (see interior packagc) - Q i/:{" T � G ply dccking lscrcw k glue) � h I Y � ISN Felt or Twek Membrane air I Flcwr �o�sl 3 I /Y' sound aucnuation .{ inGltration 5/S" ply shcathing I - � I 1 2 � G stud Gamin batt or R9 FG ban 5/S" typc X g��p � iC/ R19 F.G. Batt / G mil pol� � .b. board - -- - /�. �2 1 � S/8" t}pe X gcpsum board `� •\ �y''� F2 Flour As�remAlv 1►� J 9" concrcic slab on 4" gra��el bcd on G - , �p l�L>'T� W2 Wall AxcemAh �f. 0• G �-O �/ mil poly � apor barrier on compacted fill + � 1 2 � �. � � i�z � � � I � -� � _ ���i � O Cemcntitious siucco finish / elastomeric or undisWrbed soils I I ri � � !i ' � M paim and anchorcd lath fabric I b ✓ 2 s G stud framing Nc 5/R" ply sheathing R 19 FG batt / G mil poly v.b. p3 Flair Avyemblr I 5/R" g�p board Tilc floor finish thin set on Chloroloy i shcci mcmbranc on mudsc� on I U2" II. ' , W3 Wall Assem4lv � � Stonc ccnccr with anchor wall tics on ��7. cone w/ htdronic tabing on 3/J" T � "' �i � stecl angles( paimcd �vith asphal�ic & G ply dccking (scre��dgluc) I GLt� H �,VV painq on ISN fclt or au mfiltra�ion �''� Z i FtZ L2 � barricr on 5/8" ply shc�thing on 2 � G FS Dcck Asycmblr � U p�E R ( '''1�4�-i'�TEFZ % framing � R19 FG bau / G mil p.� .b. 2 c [, Rcd��ood dccking on 2 � —_ � 5/8" �� Doug. Firjoists 'n. I6° y I � . . � -1 � - (0 ° � � O °I � - o �� ) �,. P i s i t?.E P!�- F A�,T , �-1 CSI Cr��rl Snacc RL 1 RailineAsscmblv � I I � R11 FG Batt hisul (Foil up rir Ooor� ;. 2 � G red��ood (all hcan ) cap 2 s 4 p 5 I UppE �2 ( ki -rU-+ ry.l ) washcd gravcl ovcr 6 mil poly va�por rdHd top rail/boirom 2 x 2 rdwd -- --- - ' I � f ' - v " C I oG ' - c " ) — - - - - - barricr. Frcc air vcn! or potrcr mcch balustcr !m 5 I /2" o.c. -- -_ - � � 'F- 17CrO � , ^ O � cn� iocodc � FA I � �✓ WI I Interinr Wall Balh k Sho��cr G � A � � � I � � Tilc finish thin scl on 5/R" cctnenl ` --�� Gy I � � O Y�I � � - --- _ .�� -• � � G . � �-It�`�' �� b.�ckcr board on 2 � suid framing R ) - ' FG batt (R19 r�� o.s. w:tll) - � 5 � F2 "� y ( �� I �,. r. r , t,v L-iGQ ( g �,-rrc-fl _ . � � _ _ - � - � i oa '- � � � � i oo � _ � , � 0 WI 2 IMcrior Wall Ba�h Xc Shower �{ Paint Rc Tc�iurc finish on 5/8" � \� -- - � � �V moismrc resis�am g�p. bourd on 2 s �_ ' \� � � 1� stud Gamin �r/ R9 PG E3a11 B G jL��,�j L 1 WI 3 [Mcrior Wxll Mflstcr Showcr G �s I F - Ff'' � O Tilc Finish thi�icci on chlorolop shcc� ^ �y r , membr;inc (con�inons from floor up ' �� O r� 12 wo-d 1 12") on 5/8" cemem backcr � board on 2 s stud freming w/ R9 FG ♦ r� baa (R19 In� o.s. wall �c/o vapor barricr. � �� • r-1 � -_ -- _ -- - - �- --- _ _ _ �i—_ - _ ��,1i b Eo � � — -- --- --- - --- - -- -- - - -_ --- - ' " CI19 �- �" � � O � O ,z.I - _ _ _ - '� � � � : - - � = i T �, 1' � ; � � �' • � N � i . .� �z � � y � , �,�.--- - � T \ � � Z I V ; % I � � � , , , , � � ��, ; � 1 � . � �- ;�� � � � � � �,.., o i° �P-rr� ---,� ? %' �- ���. r � 2'8 ' -tl � a. � ( 120 ' - �v � 1 ' � 1 i � � Z � � � � i�-I - -- � � ' � v� ; / �� � � �P-r� � N \ I F- 1.� � � ' i � _ _ -� ��'- ii 'iz�( ii � ' - 5 '/z � n ' �i I 1� � � — - I — i i � . ri 4'T C I I �� � � � � � �. � i� I � L7 �iA � �o �-► 'f �--F= - I , 1-_'Ip�IS� lz- a � �. —� i � �z. i b oE � - � � � � � --� - - F � z � i ; , ��¢ < �, ���. � � o � I , . ,, I I "7 � - !O ' � � 10 '1 ' • 0 " ) 1 � � I � I`�i � � I , ` - � G- I �/ I 1�1 �j Cj R R "1 2 " rl � - — FI � 8 � , \ � � ur�Ea C I� ivil��o1 �I • ; � - - - � � � � �_ � I I 1 I � � 14 � _ � �� ( ID �e � _o �i� i�-1 � . 1 HI � 1 `} � � � r- - �J � -- - , , - i I o rL c• -� ., " • r-I r 1 � I 4 �ij T C I , 7n 1'7 e � � 'F `r � � ;" � � : l7Ei`i�i ��1 �r-Ii�l.l� � 54. 1 6 u i I d i n g Vl •- - I i , � . sections � ^ , F � � I F � i � Fi°` i � :. e Y�+�12 ' g i-.tTYZT ) � / 4 " _ � � � ° W � � � � ' -- - - �� - _ � 8 5 � Q � o �j ' - ro � � oo � _c ) Q - �� - f-� �.I (� I� (� � '(L A � E �— i i � 44 I 1 . 1 Lo W 61� C r'1 �.1 t7 ' F F?� � G IZ- P^ I.-� L� O x 11i G i2 P lr-� L. / -, � �- "� F 2 I Gi '- ` ' ' ( °I _I ' - n ' > L 0 � F� .�.� ( `]s V obl6¢ � c�P-�z�6 _ • I tid. l G�i I � �, _� ° S �_ ° ,� qb ' _ CO " Q� u� - � _ . ` .�--- ---- _ _ _ _ ---- - ---- - i .� '� e 11 " DAi6 : � - 3 ' . � �� �� iouvn ;�� 1lai! b T � I I � ' 3 �,4 �1 ��FFIC� Cpp� R 6 V 1 S 1 0 N S : �„� "1 ' . � � ' �'' :/;;` . r l � F � ii � - _ � � Buildin � ectiorls � 1 /4 " = 1 ' O " � 2A6 . � � � IVbnroe & Newell �. . � . P G �f IOYI / ODM 8 Br.�r itwk Yl�d �14 �� �. ��o..eo e�eao (��� nx }a�oe� u o-�m � J �eao i�w s� s�.� v �o� � o.v.�r . mior.m eoaox ��os; eas+un v�x �s ezssmx O � � � O � �' — _ — 7I� C� zr-o• ��'-o' i�,_o. Z,_` . I �, I� io -o � -o � � � p'—C" I '�'—v" 4'—�' � � 1�' J I S,� , O S ; � 54.1 � G FOOTING I 7� 54.�' % STEP �� I i - � ` r - - - �107'=9 '�/4"� - - � �c- - - - _. . . . . . . - -- - - ---- - -- --- - � - - - - - - - - - - - � -- � - - - - -- --- - -- -- - -- �- - - - -- -- - - — - C10S'-9 �/4"] O 4 I I � LI r - - - - - - - - - - - - - - - - - - - - � � i - - - - - - - - - - - - - - - - - - - - - - - - - � N 54.1 WALL � I I (97'-D") � � , ^ � i ° y �� sr� � I i liJ � I r _ _ _ _ _ - - �— - - - - - - - - - - I I � � IOS' -9 '�/4"7 S4 - - J I I � � � I I - - - �I (9�' -O") � 96'-10° � � � - _ _ _ _ _ �l - - _ _ _ - _ _ _ _ - _ - _ _ ' _ _ _ _ - _ T _ I � � I I � Sa.l � � I T.O.SLAB I I � I I — - - - - - - - - - - - - - — - - - - - - - - - - - - - I j i � _ L _ I I I i _ _ - - ���Z�-O'� � I � � Y I I �n � � �P��� WALL � I I7' " _ I � WALL STEP � i, � WALL STEP y � O � � 4 SLAO- N-GRAOE WITH ST� I I � STE�.P ING I � � . ,�, � i � 6XG I..l2. X W2.0 W.W.F. �. I � � � I 9 I il � � a � � � � v)` g � � a � � 54.1 � �� I I � M M�I __ I 1 • O � � �i S4. � � - � GOMPACTEO � � �3 I � N � � �1 ,-., � - - - - - - - - - - - C2AWLSPACE -��� � � O - �l� � � I 'i� I ' I � BACKFILL EL. � � i �-' N i""� r� \ � I ; _ '�'-O" X 'S'-O" X 10" � � I = 102' -O° � � � � � O r/ `� � I Q FOOTING WITH I � - - - - - - - - � � GRAI.JLSPAGE � � � �� � r � 6 � I � �'�)-%S EACH WAY � I ���' ��-�3 �/-1 " � � � � � I `./ V ( � 6 i � � 8 N � � I � a o � I � v S 4. � \ I I �� 8 I I I 1 � �m � � u � � FLOOR �1 I I 12" 0G1/46 � � � � rl `� �' � � GOL.4" X G ',,/4' G.L. STEP 9 � i i 54.1 SA� _� i i AT 16" i .„ I � � � I I SLAB I I r - - - _�i ^ � � _ _ _ _ _ _ _ _ _ _ _ _ _ �102,_G��� I �� � � � h'+�1 -7 I I I I i -�_ I - � - - - - - - - - - � i C� BELOW CE I ., i I � � S4.f � � � SLOPES 11 � I L - - - � r - - - - � r � � /� \ .. M�� . . I L J I I � I STEP � ��` �9G'-O") I I FOOTING � I l I 1 � 1--1 I 54.1 � - - - - � � � , r '�'-O" X '�'-O" X 1D" I � q I I STEP � � �' / ^� F./ � i I I FOOTING WITH i� � � I � — � 1 r/� � y. 12 I I Cj)-�S EACH WAY ,� I `�`}- � � v ` S4. 2X� AT 16" O.C. � r v I � FOOTIN6 � 54.1 q,�,�„ \ I I I BEARING WALL I �� �-�-" � �� . Si I STEP I I Ir" I I �� I I � , � _ _ � I r� � 12" BCl/4S _G " -� � � I � I I � � � AT 16" O.G. � I � � � � ' ` O • � I � I I FOOTING � I I ` � I I � � v O - F � � STEP 54. 1 � � WALL �3 � � IOO�-O" � I � � I 1 � - - - - - - -u � � - STEP - - - - - - - - - - - - - � S FOOTING I _ I ' i , � � � - - - - - - - - - - - - - - J - - - - - - - I T.O.PLY. STEP ��, � I I ,.. ... . I I � �-1 — — - - - - � r - - _ I I � � �� I y. � � (9�� -O") T.O.SLAB - - - � . . .� , a r� ;;- - - - - �- - - - -i r - - - - - - - - - � - - - - - � * � O WALL 9G -G � STEP � ' I - - - � . 8 � �I I �I I � � I - - � �- _ � O � - - , � �i GI I � I I _ i I � - - � I � - - - - - - - - - - - - - - - I -! I I WALL I I WALL ;' I � � � � - - - - - - - - - - - — � � I � � [9S' -IO"] `��+ � � 01 I STF� 54.1 I I STEP � I N � � � _ � I � N S4. "I I I I l I L _ _ 7j _ _ _ _ _ _ C96�_����_ _ _ _ _ � � — J ,�� � A -- - ---- - � Q� + O � I I..IALL 1 WALL O � I � , � I � O I � I I - ._ _ _ _ - - - � iv �"� F�1 ' � I STEP STEP � I � - - - - - - - - �..,� - - - - - - � �� O 1 I S4. O � I �J � I � I I �� - - - - -�c - - - [99=9 �/4"� � WALL STEP � � '�c _ _ _ __—__ _ L J L ' ' _ _ _ _ � I �X� � I I GXG � � � - - � GOLUMN � - - � GOLLJMN �`� �/� I � 4 r/1 " a i , , �� ^ S4. y I II u � O I � � � � � � � I � '7'-4' I II 0 . : �- - : '. ! ._"' I�,_ ,�. „ 12'-� '�/ 4.. L 9'- 4' '-'/4" L G' - ' 1/�" � �� 21'-C" Z7 '-O" _ IG'-D" 2�-0- _ � . .,,. - , . '�, V - -- --- - - - - ---- - --- - - - - - -- - -- - - .. _ . � _ - - - - - -- SC ► LB :F _ --- — - — - - - - --�- l / 4 " = I ' 0 ' ►"� � � w i"iAi1� � � �/ � �. � i� AMl1�l � A1�ID i � Q � OU1`IDATIOI`i }� �. A1`I � „ 4„ _ �'-a� i ' w � POUi�IDATl01�1 1�IOTES= Town r�f Vail � t. DATUM ELEVATION 100�-0° E�UALS ACTUAL ELEVATION 8008�-le��. � - FIC � COP� (� Z_ [XXX'-X"] INVIGATES TOP OF FOUNDATION WALL ELEVATION. ����(1./� � � �j --.�r; D 6 T 6 : � �. ( XXX'-X") INDICATES TOP OF FOOTING ELEVATION. �" � 0 3 / 0 2 1 D 5 , �? . CONTRACT02 SHALL FOLLOW ALL 2EQUIREMENTS LISTED IN o��"'^�� � SOILS R�02T. .. ' p�ALp `�G,��, R E Y I S I O N S : t , 5 ' � .. '.,;E., �'v,., °� S. GONT2AGT02 SHALL PLAGE (�)-#S VERTIGALLY FULL HEIGHT o •�%•� N OF WALL AT HIGH SIOE OF ALL WALL STEPS HIGHE2 THAN • F: N 4'-O" IN ADDITION TO WALL REIPF02CEMENT SHOWN OTHE2WISE. ; ? � a o ALL FOOTRJGS e�l C2AWLSPACES SHALL BE BACKFILL.ED W1TH . : � � " � �Of"PACTED ST2UGTU2AL FILL TO TNE TOP OF FOOTING MINIMUM ' . � � ry UNLESS NOTED OTNE2WiSE ON PLANS 02 SHOWIJ IN SECTIONS. ;�j.� � n� � �� �.���/� ? o ?. FL002 ELEVATIONS SHOWN A2E AT TOP OF SLAB 02 TOP OF PLY- •�'�.�(r0���•'`����� ~ m WO00 FLOOR SHEATHING. ���,,,F C U��,o ��r � 8. FOOTING ELEVATIONS SHOWN A2E MAXIMUMS AND MAY NEE� TO a 6E LOWEREO DUE TO SOIL GONDITIONS. VE21FY GHANGES W/ STRUC. ENG.. � S � �m �? A�_L G2AWLSPACE BEA2ING WALLS SHALL HAVE ONE LAYE2 OF m ^ caYP. BOA2O UNLESS OTNE2WISE. NoTEO. B U I LD I N G # � � N CONT2AGTORS ALTE2NATE SNALL BE SIMPSON GS STRAPS. 3 � � . . �, � U00 . . w . . _ , .. . . . , . _ _ . , . � �� . . y�..- , � • • r .Ti�F/� � . . . . . . . . . _ _ ' — . _ .1�k'e' �.. / _ _ ye....a�����..� .r.. . . . . r"_ . :+a � 'l� ' :ti ir '�l�S T'. :}.• . ..r , � .�. � � , . Y�-. C" _ys_ . i v�- �T-,y a .. i •y�� an �� .r.r..on �tt r :�tf-. l�� �v N- .. YR7 "Y' . �. . t��; T.: '�. . :;��C S -. .. � .� at.'�'�l�+`3�— _ %i`f�'1�I'rf- �. �,` �F': .��W_ . . . , _ .i�, _ . _ , � �: . . . ' . . . . . . � , , � I v' i Monroe & Newell �� �.... . � . P 0 Riz 16% � � % OOIE [ Dr�e� C1vYt i1�0 'Y11� 901 Nm Cobrtlo BIBL ,109 Y�P'nEE �. ((� �I� nu �:m; wu-.ow �� . � �eeo mm � ade. �oi '� om.... c(u�onm eo�z +�i PA% (b5� �<G02 O � � I �A � O � TW 1 l � V V O . � / S ' ^ ,� �J'}.) 7� f ��, � � u J \S4.i � ('(� � _ 4 7� W � L' /-� 54.1 r' up�'� � � S41 UP ONLY \f/ � � FLOOR � , STEP SIMPSON HUTF U J HANGE2 J OQ O > � 12° BG/4S �3 FL002 � O � N \ AT 1G" O.G - 106'-O" STEP V � N � Q ;fl 6 I o GT �f1 _� QQ T.� �y3 � �i Y�1 4 v � xm Q � P� � �i � (4)-2XG N S4. GOL. 12" 0Cl/4S 12" BG/4S 12' BCl/4S � � 1� ' FLOOR AT 16" O.C . AT 1G" O.C . AT I!o" O.G. nxi � � O 1/ '9 STEP � r � W 12� BCl/4S 4 . `,/ S 1/8" X 18" G.L. � � AT IG' O_C. � � n (�OS'-Il 1/4") 0 � „ M � � j �'�)-2X4 S � � � � � �' d OEAM S`}' � SL^'IPSON GOL. 4. 4- N POG KE T HUC TF � j FLOOR 2X4 AT 16" O.C. I w � HANGER �Z�-ZX�2 STEI' BEA2ING WALL ;� � b '�/4" X 9" G.L. � COL. lX' ONLY v �7 J LP ONLY q � ^ ; � > ( I 1 W � � J STAIR N 12" 6GI/4S N �� � 1 � Q J � AT 1�" O.C . � V 74. .: �3 j N 12' BCl/45 � AT IG' O.G. v e . � jN U J rl iz" BcVas QQ N iz� v�. j 03 io9'-o' j 7 � � , �„� Iy1 AT 1�" O.G. � - �9 W C'�)-2X4 �pEN OVE2 O Nm COLUMN � F2AME �� \ 4, � O t��— f'h N � ' T.O. PLY. N� IZ' BGI/4S AT 12� O.C. 6j � � W/ 2X8 X 9'-O" � (104'-9 3/4'� OUT2IGGER O 1..114X22 � C ' r�h ^ V^ � 2 � � � � Y�1 C4)-2XG �p 4. LP C4)-2XG I ' � � COl-UMN p�.�LY ONLY GOLIJMN L � � � � V1 � /'1 F-i u ✓ O � 1--� � � V � � � � �-- � V � �- p r-�--- � A �"! 11`I � � �. A i� �-' � i ;� a" = i' , ,. WO �D PRAMIi`i6 i'IOTES= S C A L B V l / 4 " = I ' 0 " M"� 1. ALL I.JOO� FRAMING JOISTS SHALL BE 0GI/45 TYPE JOISTS Tf� AS MANUFAGTUREO BY BOiSE GASGADE GORPORTATION ALTERNATES � � SHALL HAVE EQUAL OR GKEATER GAPAGTY AND SHALL 0� REVEIJED � r, BY THF_ ENGINEER OF 2ECORD. i �� h+i Z. "V.L." INOIGATES VE2SA —LAM BEAMS, AS MANUFACTU2ED , ; � BY BOISE CASGADE G02PORATION. ALTERNATES SHALL HAVE THE - SAME OR G2EATER GAPACITIES AS LISTEO IN THE STRUGTU2AL " GENE2AL NOTES. � �. ❑ INDIGATES GOLUMN DOWN UNLESS INOIGATEO BY "LP ONLY". r l 4 _ � INDIGATES GOLUMN Ll' AND 006JN UNLESS IN BEA2S ON Town af Vail � GONG2ETE WALL OR FOOTING BELOW. S. ( ) WDICATES TOP OF �EAM ELEVATION. � � I �o��! � <o_ INpIGATES TOP OF ST2UGTLI2AL FL002 SHEATHWG _ � �— EL.EVATION. � �� ��-t� �j'`� D A 1 B : �1 , , HEADE2S SHALL BE ('�)-2 X 8 UNLESS NOTED OTHE2WiSE. �u O 3 / O 2 / 9 5 W � ?. COLUMNS SHALL BE (�)-2 X �o UNL_ESS NCJTED OTHE2WISE. ,�����amnq� B L Y I S f 0 N S : � �. EXTERI02 WOOD COLIJMNS SHALL BE GONTINUOUS F20M FLOOR �� ` " �� �� �� ?t���'., O� N TO CEILING 02 FL002 TO 200F. T2IMMERS SHALL 6E A�DE� �� �� ` ' � � ��;��oa''� ,: N TO NOTED COLl.Ir1N SIZES AS 2EQ1.J12E.p. cy� ° . � �:� ; � I i0. LG'/��� INDICATES WTE210R BEARING WALLS. FL002 JOIST ' ° " � ' • a E� I GATIONS SHALL LJNE LP � WITH STU�S BELOW. . -. : `S = r ` � : ' ' I V . c� li. EXTE2102 STUDS SHALL 6E SPACED 2�-O° O.G. FOt2 I�IALLS , ,. + - �. ; SH02TE2 THAN 10�-0". S"TUDS SHALL BE SPAGED 16' O.G ; � %��;� � �o' �.-! `` F..� . � F02 WALLS SH02TE2 THAN 14'-O" AND HIGHER THAN 10'-O". ^ ;�";'� `�,� ���� ,°. : ; : � - � IZ . ALL BEAM/BEAM AND OEAM/GOLUMN CONNEGTIONS SHALL 0E ,���+i:����'��;.����,` ' m MADE WITH SIMPSON STEEL PLATE GONNEGT02S UNLESS NOTEO . . a orHERwise. � � � �rn aN BUILDING � 2 I J i i 3M �, i UO � ! ?i'��:s . _ . _ .. ... . . _ . . - . . •' . . o � � � o � � � � . r� 0 4. M �' J L 4. (4)-2X�o � � STt� COL. � 4. ��)- 14" V.L . � \1/ GXB (�)-2X8 _ , ^ � V�/d� M - (2)-2XI2 (2)-2X12 `y w Cz>-zxiz (z>-zxiz (�)-zxa (�)-zxa � � GXG GOLUMN (4)-2X6 � � GOL. (4)-2XC� V1 0 v � GOL. y N x 4. C� � ►� `� ,v j �-1 1�1 ��JN� � � O �1� 4. L'�, QV � � ✓ 1 j � O B 'S/4" X 9" G.L. '- � � GOLUMN 4.� OVE2F2AME � � � � � � ('�)-2X12 G �/4„ X 21" G.L_ . _ � � � n� � � 1�1 �� X � r, J � ���� \� J 4' SIt�SON HU STLb GOL . ,j � t�c� l� HANGER � N 4. � � X N �`�: � � (2)-2X12 N X ,c � N C2)-2XI2 N � �/� � � �p <GS � N N C2)-2XI2 � U V 1 � ti � .v a „ .ti � .4 � �+ t� � �+ _ � � � '.ti � 2X6 AT 1�" O.G. � T \ TS 8X4X'�/8 BENT 1,+ OEARING WALL 4. `� O ��,/ X 2X12 TS GX4XS/8 BENT �n � O (2)-2XI2 ('�)-2X8 (�)-ZXB ^ U1 � ('�)-2X12 . . . . N _ N � _ X � O O j� O � w C3}-14" V.L. � � � N � t�r' � (2)-2XI2 (2)-2X12 1"1 �,,,� � �x�o � � A � �4>-Zx� 3> � -}.� ►-� STLB COL. �( C�)-12� V.L. � (.N.� � GXC� 6XG GXG F� GOLUMN STL.O COL, GOLUMtJ 4. �/\ � \l�/ „ 4 � � � O �I � � 0 � � i� 00 � � i� A �"111�IC {� L. A1�I S � , � B V t / 4 " = I ' 0 ' f"� � ,'�+ _ � _ ,�" � W Q �OOF �RAMII`i6 1`IOTES: � I. 200F JOISTS SHALL 6E 2X12 UNLESS NOTEO OTHERWISE. r - _. 200F SHEATHING S/8° (40/20 SPAN RATING). STAGGER PANEL EN7 wr/� JOINTS AND FASTEN WITH GLUE ANO tOd NAILS o !�" MAXIMUM AI.L Town of Vail V1 ' E�GES AND 12° MAXIMUM OTHE2 Stl'P02TS. � � � O �� ` 3. 2E: A2CHITECT F02 ROOF SLOPES AND OEARING HEIGHTS. f'! � . ALL HEAOERS ('S)-2X8 UNLESS NOTE� OTHERLJISE. . �� p e ? g : �+ �ll� 5 5. ��<; !�/� S. ALL HEAOERS LONGE2 TNAN 8'-O" SHALL 2EQUI2E 2 T21M STUOS h' A 3 / � 2 J O 5 F+1 ANO 2 KING STU�S EACH SI�E. � RBYISIONS : � :o . ALL JOIST HANGE2S SII"PSOtJ U TYPE UNLESS OTHERWiSE NOTED. �„a!���nrq� � ,.�` ,� � � ' � � U .C�.,� rj 7. ALL 6EAM r0 COLIJMN GONNECTIONS, BOTH TOP ANO BOTTOM, SH I_L . � - ', "�'f_,.;-�:�: ';;,?, � USE Slt�f'SON PLATE GONNEGTORS L�ESS OTHE2WISE NOTED ON ` ` ,° c ' � �'�. �%"„ � DETAILS. ' � °���^� � a e. iNOiGATES OVE2F2AMING. IT SHALL CONSiST OF 2X4 � � 7 � ,�: _ ` ryP�F_ A21NG WALLS PE2PENOIGULA2 TO THE 200F F2AMIJG PLAN. = � _ U o � �o , : � m �- �«<:�,.; . : : : �:��� � M a � U � �� rn 3; LL , BUILDING # 2 UO � � - . _ . . . . . , , :_ . . . , . . . _ . _ , - -- . . , . , 2 X H T2EATE0 PLATE - 2 X 2PPED TREATED PLATE � W/ 1/2" m X 10" A .B. AT 2' -O" /� W/ I /2" d X IO° A.B. AT Z' -O�� EXTERIOR - -- - V FLOOR JOIST V � FL002 JOIST SHEATHING ,' / � 2E: PLAN EXTERIOR � / 2E: PLAN RE: PLAN ,i� - DRIVEWAY �'-O W�Q��� _ SHEATHING . / � wS AT 2'-0' X O COLLJMN GP.P AT TOP WO00 COLUMN / � N RE: PLAN 4" SLAB-ON-G2ADE _ - �3 TIE W/ SY"H'SON LC0 pN 4" G AVEL BASE � � (2)_#c� - - - _ SIf�SON G0 / POST OASE R� - 4" COLUMN BASE �� � � 8. a O �� �� � � ��i \ ° oo° a a < � a o 4" � I '�� - 4' CONC. SLAB-ON � � M J � I = 'S" CI)-+t4 / � GRAOE W/ W.WF. °od'c�aa°�'oao�o' aod' o �\ - \ _ - � DO°�000°�0��°�O�Orop -��� �\ �2)-�S GONTINU � w _ _III #s AT 2'-0• – � � '� IIII c2)-.s °III ` sirpsoN roP , =III � /� I/2" ISOLATION JOINT-� � FLANGE HANGER _ � G2AVEL BASE �- as'� TIE AT 16" � IIII � stS AT 2'-O" � AT Z'-O" � � � , H021ZONTAL � � ( - � - �-- -- x� AT MID-HEIGHT O 2E: PLAN Q v , �} � � ����.�� � - _ � H021ZONTAL 2 X 4 KEYWAY Q�. 16" m PILASTE2 -- �� 2E: PLAN • > /�: , o 00 �— �S AT 1!c" X �S AT IG" X ^ ris AT 2'-O" X � � � oc oo c� - BAGKFILL �O� � / �-- BACKFILL �O� � � �����t�� �� III III �III 2E: PLAN � 2E= PLAN LEGS � III ° � ' � � III III _ III . _ III 2E: PLAN y� �' � RE: PLAN I ALTERNATE (4)-ts4 X oo ° ° oo • ' � � (T.O. FOOTING �' � � (T.O. FOOTING � L SIDES '� III III = � J II I III • • � — MINIMUM) — MNJIMUM) _ — ,y. \� - ��� -��� ��� � ��� V ' k� L : f L ��� : REINF02GEI�NT � IIII III ° N �--�- RE: PLAN , III IIII � I , III IIL' � IIII _ _ IIII _ �2�_+�S CONTIn�uouS � � F - - - -- - - (2)-xs � • - -- -- (2)-#s =111 IIII � =III IIII =III I RE: PLAN � 2E: PLAN � 2EIt-F02GEMENT 2E: PLAN � 2E_ PLAN I, 2E: PLAN - - �- � 7r S � GTIOI�I 15 S � GT101`I 11 S � GTIOi�I -7 S � GTI01�I 4 S � GTIOI�I 1 � �/4" _ ��-O �/4" _ ��-O �/4" = i'-O 3/4" - I ' -J '�/4' � -2 X B TREATED PLATE - � -� � W/ I/2" � X 10' A.B. AT 2'_O" 7�� � S EAT�G � / �2E: P�LAN�IST _ � i, ^_ LLJ � �� � i� / EXT. STUO WALL - � � � � / LOAO BEARWG W/ SHEATHING � � i STUD WALL -- ( "L)- tcS CON7 . 2 X CONT. T2EATED -� - �- � w� VZ° a x io^ , M , — 2X6 GONT. TREATED A.O. AT 2'-O" i� W j PL. W/I/2° cD X G" � /— �S O 16" O.G . HOR. , � A.B. AT 4'-O" � � - 4" GONG. SLAB-ON - � • . �S s IG" O.G VE2T . � FLOOR SHEATHING � _ _ _ _ � I � O � � Cp-�4 / �� G2A�E W/ W.WF. IIIIII ' - ; EXT. STUD WALL �L�-�`�- - -- � _ � %/ C2)-�5 �� � �— a• s�ne-or�-�n� or� / I 111= _ � C� F-� \ / / 4" GRAVEL OASE I . . �s AT I�' -� , III = � S-I r--i i �5 AT 2'-O" i MATCH VERT. 2ENF. �� � � � H021ZONTAL � � " LEGS ALT.SIpES � � z � � siS AT I!�" X � i • . '} ___ ___ _ _ _ � I _ I � ✓ L BACKFILL �Op � � y�'j oo ° p oo °p� -�o ��� �� �� � � � 2X6 GONT. TREATED � � KE: PLAN i� �� �(�E: PLAN � , III I III III � °m°�7o °c�o °p'� °p`na - FL002 JOIST � -- E � �L �� �n..�— �� w� i�z� m x io° Q (T.O. FOOTING c vo - o �- � ��� ��� ����� � e p°oo pp°o°Q00O°��0�°�0 A.O. AT I'-4" . � 2E: PLAN W/ ■ �• / MINIMUM) � °� °° � � m� - � I SIMPSON A'�S GLP ' � .. � I I III - � -- (2)-�S CCOr�r.) _III I IIII /' IIIIII AT EACH JOIST � ,� � III IIII F'E ' Pl_ APJ b , � �— �/Z� ISOLATION JOWT (Z)-�F� GONT, --=' ��, • ' - F • rl � • � - ' \�• \ � 2 X 4 KEYI.JAY � - � w (2)-•s -III zE_ PLAN I �' _ = III — � � [� ^�-- �I' — (z)-�s coNTir�uous • i = 111 . /� ` � 1—r I . 2E_ PLAN lI J I--� � �/ � �� S � GT101`1 1C � � GTI01`I 12 S � GTIOi`I � � - - A � - � '� � � 'S/4" = I'-O '�/4" _ ��-O �/4" _ ��-O BLOGKING , ( �, �I " ' � W — FLOOR SHEATHWG � �— JOISTS 2E: PLAN p � e 12� � � l 1 BLOGKING FL002 JOISTS __ rtS AT iG" O.G. IIII � - - - H . `•, � � 2E: PLAN H021ZONTAL =III . CZ)-ZXH 'f2EATE� � T(� � O LEDGER W/ 3/4"�D X 8" U1 \ � . EXP. A. AT I'-� . . _ � #S A T 12" O.C. - rt-1 � / �� (ONEwSIDE ST� WALL VE2TIGAL � SHEATHING I = � O � `y ,� � / OR Sif"PSON MATCH VE2T. 2EINF. - � _ (TYPIGAL) YWAY --� - - � � - -- - � ^ ��h� � METAL ST2AP �� �� 2 X GONT, W/ 1/2" d LEGS ALT.SIOES - � _ _ � � `J % i X 10° ANCHOR BOLT =III IIII _IIII � (Z)-#S CONTINUOUS � � Q 2 X G CONT. I�' � AT Z'-O�� � T2EATE0. W/ � 1/2" m X �° , � NOTES: ,� � `��� A.6. AT 4'-O - STUO WALI_ � 1. 2E6A2 G2ADE GO �.{ (LOAD B2GJ N � `u � (pl � 2E: PLAN � � � G T I O I I � Z- GONG2ETE FC' _ �000 �— BEAM \ • � � � 4. A�ITIVEEP2E SU2E �SPGF � i01 � � /4" = 1�-O Slf"i'SON PG GONC2ETE --� COLUMN GAP ��\ HEIGHT A 0 G D E F G G � � FOOTING �'��� WOOD GOLLJMN \ NOTE: A7 SIML.AR SEGTIpN, JOI��TS FRAf�E IN TNE OPPOSITE OIRECrION „ 2E: PLAN 2E: PLAN v ' � \ n SIMPSON HDS � 2EIt�F. CONC. , • 2�-O° 12" B" 1'-4' 10" �S • 18' x5 • 18" aS • 18' x� • 24' , ^ �� �� FOOTING V d O . . ! � / � 4'_O" I'-G" 8" 2'-4" 10" a5 e IG' K5 e 18' +�5 e IG' x5 • 24' � ' . . � • . � � . � 2X8 CONTWUOUS �""� � • � . � ' � IIII � � � III = ----- CONG2ETE FOtJNDATIdN XR O TAN�GH02 �/BOLT \, ` - - - _ _ .��-t - (�)-oS CONT. WALL REINF02GEMENT qT I' -4" O.G. \ 6�-O'� 2'-�� 8" �'-�" i2" aG e 9' ae5 e 18' �6 • 9" �5 • 12' a e RE: SEGTION 8/54.1 ' . ' • • �� � 2E: PLAN ���� b�-O• ��_�• 10" S�_D° 12" n6 e G' �S e 18' uG e G' x6 • 8' (2)-2XB TREATED —'�� � e III IIII =III I�I � LEDGEZ W/ �/4^m X H" O _ _ __ 2E: PLAN _� EXP . A. AT 2'-O 10'-O" 4'-4" 1d' G'-10" 1G" �B O G' � O 18' a8 O G' +8 O 9' O . S � GTIOI�I 1 � S � GT101�I 1 � S � GTI01�I � ��= , S � GT101�1 2 ° (2)-+FS CONT. --- - --- '�/4,� _ ��-O '�/4" _ ��-O ��,�,� - ��-� ������ -- - BLOCKING '-�/4" _ ��-O NOTE: AT SiMILAR SEGTION, JOISTS F2AME IN THE OPPOSITE � O12ECTION ANO LEOGE2 IS A S�NGLE 2 X b W17H 9/4" � X G" . � EXPANSION ANGH02S AT 4'-O O.G. � loXG COLUMN aFS AT 1!0" O.G. VE2T. �-�.. ; _ EXTE210R STUD I.JALL 1/4" BENT . � . . W/ SHEATHING � z x cor�r. w/,/z" m s c e L B STEEL PLATE WO00 COLUMhF-� STUD WALL - � AT 12" O.C. H02.� 4" SLAB-ON-G2ADE . , I,JATE2P200FMG -�.., ON 4" G2AVEL DASE N ri AT WOO�/CONC2ETE COL I�CA�T TOP �� � X�TIO �NGHOR 60L7 w I / 4 = 1 � O M"'� OR STOt�E JOINT 2XG W/ I/2" m X ° - Q r" �, ;t (2)-�e6 �,..��� d �N�NO2 BOLT \ �� _ ,, C2)-�S CONT. --�-� - - � > J h� TH2U-BOLT �t STO� VENEE2 � � JOISTS 2E: PLAN - 4° S.O.G. W/ 1/2" -_ � - _��� _ _ _� ��� � Q �� :' " � - - SIMPSON H02 -� �SULATION JOINT N - + L 4X4X�/8 WITH �` _ 'J/4" m X G� EXPANSIOtJ (OR EQUAL) W/ � �fS X � \` -III =°O`bo° °O°�o°eo°l�o° ANCNOR AT 2'-0� O.G S/8" �IA. X S" A T IG" O.G . - L E D G E R - p°ov�pp°ovppp°oo�ppoeQp � 2E: SECTION S/S6 � ,��4�� � X �•� IIII EXP. ANGHOR AND �'�� Z _ IIII EXPANSION ! ' #S AT 2'-O" O.G - 1/2" ISOLATION C2)-S/8" m X 4" _ \ ANGH02 ' � VE2TICAL AND LAG-00LTS �� � _ _ _ �� � � � � - 6LOGKING � IIII JOINT H021ZONTAL � o �q�o 0 0 0 `� � L 4X4X'�/8 WITH oO`�OVO oeo`�oo �o , � _��� poo� 00QO�CbpO�DO°°�0 . I `t ���— f.�� j/4' � X �' EXPANSION - ��� ��� . � _ �S AT 2'- " --- � ���� ANCHOR AT 2'-O' O.C. , - IIII III O H02120NTAL TO�H�I Qfi VSII D A T B : � 2EIrF02CEMENT � pV � us a,T 2'-0" o_G. x � _ . _ . _ � 2E: PLAN �� _ � .., o / � _ � - (T i > � �01 ! 0 9 / 2 5 / 9 5 I . J � 2 X 4 KEYWAY - � � �IIII . v�/ - : ,. .,.. R B Y I S I O N 5 : ^ ` Q � 2E: PI�AN III° E2TIGAL � = � . � .�i ;" . ,- <�� � - � � �'., - �. - • - . • �' � � • - JOISTS 2E_ PLAN �2�_#S CONTINUOUSJ � , � (2)-2X8 T2EATE0 � � IIII I O - LEDGER LJ/ '�/4"m X 8" =III . ° ITI CONG2ETE FOUNDATION - - EXP. A. AT I'-G � �t, ur.`�r rrr �Z�-�`� _ IIII=IIII - =III III WALL 2EII.FORCEMENT RE: ` - (2)-sFS GONTINU / rs.� 2E: PLAN SEGTION 8/54.1 ° #S AT Z'-O" - - � `�01 � �� �� ° r � ��4: � 4 MATGH VE2T. 2EINF. =IIII t ' .,:, � �--�--� SIDES ALTE2NATE . n ` � <� •� ` + � q S � GT101`I 18 S � GTIDI`1 14 S � GTIOI�I 10 � � GT101�I � � L 5 � GT101`1 � ° , _ �° � �/4" = I'-O '�%4,� _ ��_�J 3 /4,� _ �._� ? /4" _ � _ � �/A" = I'-O � � N. °, � ' � �=. , ,� � � S 4 . 1 �� .,; ���;�:. . . ... . �� ��,;:,> �_ ,,, . . _ t 31N \ : ,�� cinf ���un � n�r��� " ' . ���' a5� �'.�•"l�:F�tS'. 'RN��b�7='� r/=yl.i3H���4:��`�t5#�$tL'i3�C+.�6+i�i - - - . . . . . - . _ _�._. _._� .�- - - - � - __ � - -- - -- . _- - -T - GENERAL NOTES Z x �°^�T. W,� ,2° m - -- � , - X 10" ANGHOR BOLT AT 3'-O" � EXT. STUD WAI..L_ � FLOOR SHEATHING t �IV� LQAD$ l!&EQ ILV Q�GN : FLOOR --INTE210R BEA2ING w� EXT. SHEATHNG i'� C. LAMINATED BEAMS SHEATHING �� WALL �-F-I-OOR JOISTS A. ROOF BO PSF 1 . ALL LAMINATED MEMBERS SHAIL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 FLppR JOISTS � \ � -- DOIJBI_E 21M BLKG. AS REQ�D PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE RE: PLAN \ \� � JOISTS � B. TYPICAL FLOOR 40 PSF NEL �� / 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE � C. WIND STANDARD SPECIFICATIONS FOR THE �ESIGN AND FABRICATION OF STRUCTURAL �� % �� 2 X PL. GONT. (TREATED) - 1 . BASIC WIND SPEED 80 MPH GLUE LAMINATED TIMBER, LATEST EDITION AS PUBUSHED BY AITC. I \ I.J/ I/2" � X 10" A .B. � (2)-�B CONT. 0 � 2. EXPOSURE 8 3. PROVIDE UNITS GONFORMING TO AITC t17, 22FV8, D.F. FOR CONTINUOUS 4' SLAB-ON-G2ADE AT �'-O O.G. MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS. � ON 4' G2AVEL BASE ^ ' D. EARTHQUAKE ZONE 1 MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFAGE W - = III sFS AT 2'-O" O.C. VE2T. �� �t 2. N9_�L-$IEU�ISIRAL ELEMENT$: CLEARLY STAMPED ON EACH MEMBER. Q = III (2)-MS GONTINUOUS � D. PLYWOOD DECK AND/OR WAFERBOARD � � A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO ANDIOR SUPPORTED 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION i-�-� �� � � ' _ O BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN o 0 0 0 � _ - - - -- s� AT MID-HEIGHT , o v `>'�oo �ow°C�a 2 X 4 KEYWAY MOVEMENTS. pLYWOOD ASSOCIATION. � O�ROoO�°0o0°OOop�°Oo � � 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF IIII 2E: PLAN �, - MATCH VERT. REIt.�. 3. f4.4�N.RAIIQNS� THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE RE�UIREMENTS - � OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL IIII - - I /2" ISOLATION .- BACKFILL TO TOP OF �y A. MAXIMUM SOIL DESIGN PRESSLIRE Z000 PSF PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLV EXPOSED TO _III III JOINT IIII III � FOOTING AT INSIDE v � THE WEATHER SHALL BE OF THE EXTERIOR TYPE. � � �� , B. CONTRAGTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 794484 3. FOR FLOORING USE 314" T&G STURD-I-FLOOR SHEATHING NAILED AT 4" O.G. III = � II III - BY HEPWORTH-PAWLAK GEOTECHNICAL, INC. DATED 11121/94. ALONG PANEL EDGES AND AT 10" ALONG INTERMEDIATE SUPPORTS. aS AT 2'-O' IIII -III : _ IIII � 4. FOR ROOF USE 5/8" (40120 SPAN RATING) EXPOSURE I SHEATHING NAILED AT 4" H021ZONTAL � � (Z)-�S C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. - � O ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I SHEATHING , 2 X 4 KEYWAY - _ � - CONTRACTOR WITH APPROVAL OF SOILS ENGWEER AND ALL BOTTOM OF NAILED AT 6" O. C. ALONG PANEL EDGES. �j' � (TYPIGAL) = III � FOOTINGS SHALL BE A MINIMUM OF 4B" BELOW EXTERIOR GRADE. 6. DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOWN ON PLANS WITH THE FACE � AT 2'-O" IIII � 2E: PLAN GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. VE2TIGAL - � � � T I O � � 7� D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND l - OR PROPERLV COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. GROOVE PANELS OR SOLID WOOD BLOGKING BETWEEN SUPPORTS. IIII III � _ , I � BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) STANDARD PROCTOR --- - -- - (2)-toS CONTINUOUS ��4 - � -� �/� DENSITY UNLESS OTHERWISE RECOMMEN�ED IN THE SOILS REPORT. IF SOFT E. PREfABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS � AT Z'-O° _ 7� \V SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED AND SHALL BE "BCI-JOIST" AS MANUfACTURED BV BOISE CASCADE CORPORATION. MATCN VE2T. 2EIt.F�. =IIII i � FILL �RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOI�.) ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. WEB BLOCKING AND SI�ES ALTERNATE � FL002 JOISTS W/ � � BRIDGING TO BE AS RE�UIRED BY THE JOIST MANUFACTURER. � � � � � I O � � EXT. STUO WALL -� FL002 SHEATHING � E. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL ATTACHED FLOORS °aJ I.J/ EXT. SHEATHING �� RE: PLAN � ARE IN PLACE. G. PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDATIONS t1NLESS OTHERWISE � NOTED ON STRUGTURAL DRAWINGS, WOOD TRUSSES SHALL BE DESIGNED TO FULFILL �� ��4„ _ �,_� i F. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS OTHERWISE STRESS REQUIREMENTS ANDIOR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS � � � NOTED ON PLANS. SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. �J/ �IUOLE 21M � O I FLOOR SHEATHING '^ O � � G. CONTRACTOR TO PROVI�E, AT HIS EXPENSE, FIELD DENSITV TESTS ON GOMPACTED FILL - H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS EXTE2102 STUO WALL u� � UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A MINIMUM OF 2 REPRESENTATIVE CAPAGITIES: Fb = 2800 P51, E = 2,000,000 PSI, F� = 750 PSI, F� = 285 PSI. BUILT UP MEMBERS W/ SHEATHWG ' FL002 JOISTS RE: PLAN � TESTS SHALL BE TAKEN FOR EAGH FOOTING AND SLAB-ON-GRADE. SHALL BE CONNEGTEO IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. NAIL FLOOR SHEATHIN6 -- - W/ SNPSON I'f HANC�RS 2 X TOP PL. CONT. - �( � � CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. AT SILL PLATE W/ W/ 1/2' � Ab, AT j'-O O.C. a (Z�_�c� `v H. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED 50 THAT CONDI - (2)-20WS OF IOd NA�S � TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. AT '�" O.G. _ � � 9 G�NER9�: �( 4. CQNCR�TE : . (2)-+FS - - - - .rm� III� III • - - s� AT 2�-O" O.C. � O �1 � - � 1��! A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. � � O 1� CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3D00 PSI COMPRESSIVE � � r � � STRENGTH IN 28 DAYS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND - �S AT 2'-O" O.G . ��� ELECTRICAL CONTRACTORS. VERIFICATION OF LQCATIONS, SIZES, LINTELS, AND `� 2 X 4 KEYWAY �. �,' � /1 � ��� � RE�UIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. � 2 X RPPED TREATED � �BAGKFILL TO TOP B. THE MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED Wc� �s 33 f'c 8� PLATE W/ I/2' d X 10' �� OF FOOTING ` � � (OR 57,000 t'c NORMAL WEIGHT CONCRETE). Z�H� 60LT AT �� AT INSIOE � � � C. PROVIDE ALL EMBEDDED �TEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, C. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELGUT JOINTS. MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS. MISCELLANEOUS IIII - � JOINTS SHALL BE SPACED 10 fEET AND CUT 1 " DEEP X 1/8" WIDE WITHIN EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL Sl1PPLIER aS AT 18" O.G. =III . III III IIII � w 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. VERTIGAL � <2)-+fS D. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE ', � �S AT I�" O.C. IIII- .. � D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN EARTH. HORIZONTAL III /�{ � �1 ` A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD ° I RE: PLAN � t I 1 POINT OF SPAN WITH VERTICAI BULKHEADS AND HORIZONTAL SHEAR KEYS • �y���' � �� W UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS E. SUBM�T SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL � � �,/ I I O � 2 U " ` REVIEWED BY THE ENGINEER. STRUCTURAL STEEL. THE MANUFAGTURING OR FABRICATION OF ANV ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILI BE ENTIRELY AT THE RISK � -- - I /2" ISOLATION c . E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH OF THE CONTRACTOR. JOINT �/4" = t'-O �"1 ^ ACI BUILDING CODE 378 LATEST EDITION. UNLESS NOTED OTHERWISE ALL EXPOSED / i SLAB-ON-GRADE ■ � �r�l w EDGES OF CONCRETE WORK SHALL HAVE 1121NCH CHAMFER. USE STANDARD HOOKS F. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN MATGH VERTIGAL � I - - -- . � % W/ W.WF. ON 4" v O � ON DOWELS UNLESS OTHERWISE NOTED. ON THE ARCHITEGTURAL ORAWINGS AND AS IN�ICATED IN THE SPECIFICATIONS. 2EIhFp2GEMENT N � � G2AVEL OASE FL002 JOISTS--- ��- INTE2102 � RE: PLAN � BEA2ING WALL Tn � O 5. �INFSZ6GEM�NT : G. ALL DIMENSIONS ON STRUGTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD ��� � �� _.. _ _ _ � -- FLOOR V 1 � ARCHITECTURAL DRAWINGS. 2 X 4 KEYI,JA.Y -- - - - ` ' /� ' SHEATHING �,,,,� A. ALL REINFORCING SHALL BE HIGH-STRENGTH OEFORMED BARS CONFORMING TO _.___ ___ __�_ _ � O ASTM GRADE 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH IIII �� w SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40. � _ :� ',o' ao •, O odop' °� ��.Oo � � � B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A785 AND SHALL BE LAPPED � • IIII � ~ � ONE FUIL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. p • � � Q C. REINFORCEMENT PROTECTION : IIII • - --- �Z�-�`-� / � H t CONCRETE POURED AGAINST EARTH 3" =III IIII WEB ST�ENE2 /�� I I �,."�.'1 � 2. CONCRETE POURED IN FORMS �EXPOSED TO WEATHER OR EARTH) 2" RE: PLAN PE2 MANIFAGTU2E2S V2" WAI._.L SHEATHING ��� y 3. COLUMNS AND BEAMS �TIE BARS) 1 -1/2" � REQUtl2EMENTS (ONE SIOE ONLY) 02 � � IC1 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" � � G T I O I I � SIMPSON METAL ST2AP � D. NO SPLICES OF REINFORCEMENT SHAIL BE MADE EXCEPT AS DETAILED OR � AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, �/4" = i'-O 2Xl� CONTINUpUS � SHALL BE A MINIMUM OF 36 BAR D�AMETERS UNLESS OTHERWISE NOTED. MAKE � . - - FLOOR SHEATHING T2EATED - LJITH � STUO WALL � ALL BARS CONTINUOUS AROUND CORNERS. I/2" m X G" ANCHOR (LOAD BEA2ING) 1 ^ FLOOR JCNSTS RE: PLAN BOLTS AT 4'-O" u r O E. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0 PROJEGTION AROUND ALL EXTERI02 STUO WALL �"I W / SHEATHING BLOCKING (2 FIELOS) �.,.� OPENINGS IN CONCRETE WALLS, 5LABS, AND BEAMS. ALSO PROVIDE TWO AT 4'-O" O.G. 2EIhF02CED CONCRETE #5 X 4'-0 DIAGONALLY AT EACH CORNER. NAIL FL002 SHEATHWG - ' _ � ' FOOTING . 1 AT SILL PLATE W/ ��� � _ � � F. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE (2)-ROWS OF 10d NAILS IIII = - - - -- (gj_�S CONTINUOUS SPLICED AS FOLLOWS: TOP BARS AT MID$PAN, BOTTOM BARS OVER SUPPORTS. AT '�" O.C. -_ _ (2)-�S - �; = IIII Ke : F� ArJ IIII O G. PROVIDE ALL ACCESSORIES NECESSARY TO St1PPORT REINFORCING AT POSI- ,�trrc I � O TIONS SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE HELD SEGURELY IN PROPER POSITION IN ACCORDANCE WITH ACI 318-77. � � G T I O I I � O s. �IRU�SURAL SiEE�: � '-'�'+" _ �'-� I �•,,•� \ A. ALl STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A36 EXCEPT 2 X RPPED TREAI"ED PLATE I.J/ i/2" d X 10" � PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ANCH02 BOLT AT ASTM A500, GRADE B, LATEST EDITIONS. ANGHOR BOLTS SHALL BE A307 STEEL AND 2'-O° O.G. FL002 JOiSTS - - �- INTE2102 MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. 2E: PLAN ��� 0EA21NG WALL 7 k - sfS AT 18" O.C. SCA6B v � VE2TICAL - FL002 8. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE � � � SHEATHING 1 / 4 " = I ' O ° � WITH LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION:' #S AT IG" O.C. V 1 H021ZONTAL r, C. UNLESS OTHERWISE NOTED, USE STANDARD FRAME BEAM SHEAR CONNECTIONS � f+� WITH STEEL BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION AT EACH ^ SPUCE TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN , � � ��� BEAM AND SPAN. 8" i � D. MINIMUM WELDS TO BE AISC ANDIOR AWS BUT NOT LESS THAN 3116" CONTINUOUS / � `- FL002 JOISTS Z FILLET UNLESS OTHERWISE NOTED. �/2" ISOLATION /� RE: PLAN r ' WEb STIFFENE2 �- ' � JOINT PE2 MANIFAGTLJ2E25 I/2" WALL SHEATHING w E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING / 2EQIJI2EMENTS ` SLAO-ON-GRA�E CONE SIOE ONLY) OR l/ 1 SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN AWS D1 . 1 . O � --- - / / L.!/ I,J,I.JF. ON 4" SIMPSON METAL ST2AP � MATCH VERTIGAL 7. N4N_$H.RINK GROUT : REIhF02GEMENT N � GRAVEL BASE RIM JOIST 6�� , ' zX� GONTINUOUS �, n e r B : � �� A. NON-SHRINK GROUT SNALL BE PROVIDED AS FOLLOWS: 2 X 4 KEYWAY ------- TREATED - WITH ��� STUp WAL O� Va�I !�/� 1 . B E T W E E N S T E E L C O L U M N B A S E S A N D F O O T I N G S � I/2" m X G" ANGHOR (LOA 0 3 / 2 5 l 9 5 F�I 8. 4N49D: � � • BOLTS AT 4'-O" � lil o saristoMS : - - - _ 'Y ' •o � OO '. O o�*oo' O� ° O' Oo . - REi�F�� C��� C TE� � A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY = "°° � ° °� � . • FOOTING ��`� 'f� . , -_ . , !, �, , 3 WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMWG TO UNIFORM BUILDING . IIII IIII � / Mrl � > CODE AS FOLLOWS: O - ���+-�"-• - ('�)-#S GONTINUOUS F�y� ry IIU __ CZ>-�«S = _ ,,,t, , , e � ,,,,, rl � N 2" THICK - 4" WIDE STUD fb = 800 psi ��-- - = III �E, pL qp� IIII ` '`�' � � � � � ''�,, V . � 2" THICK - B" & WIDER NO. 2 fb = 1250 psi =III IIII 7� .` �� �, 0 � '�-_ �"� v 3" THICK - 6" & WIDER NO. 1 fb = 1350 psi 2E: PLAN . • S � GT101`i 4 ;; ry NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO �. - e ^� � �j ALLOWABLE STRESS INCREASES. _ �� a �/4" _ ��-� � W m B. PROVIDE 1 X 4 CROSS BRIDGING NOT OVER 8' ON CENTER FOR AlL WOOD JOISTS AND 2X � � G T I O I I � � � � g � . S 4 . 2 t i � SOLID BLOCKING BETWEEN JOISTS AT AlL SUPPORTS. FASTEN ALL WOOD MEMBERS � � � •� �� . �`� ' pN WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE UNLESS OTHERWISE NOTED. � , � � � � � I S '��4" - 1�-� ,' �C��i��ui��u��N��6•�: �N7 (n UO � �li�-�_-_�` �r�1r . ' �:�� . k ' � — FL002 7HEATHNG . . FL002 SHEATHkJG ---- �— (�j) �j/4"m X G� � LAG BOLTS � � — INTERI02 BEARNJG i � . � �� StLI� I,.Wi_L � � �� / � FLOOR SHEATHNr N � - �� � FLOOR JOISTS � FLOOR JDISTS � � - RE PLAN � � 2E: PLAN O d - ( i i ^� X4 0FA21NG p^ � �l/ - � � STIb WAL.L / N � � FLOOR JOISTS - �� �'F: FLAN � � GLU—LAM COLII�N � RE: PLAN OOLBLE .JOIST � v.L. pEAM CiJT 2" SEAT F02 . � VL. BEAM /� 2E: PLAN (DO NOT OVE2CUT) ;� � � � � ✓ Vl. BEAM � � � O 2E: PLAN j' � ' BLOGKNG � SNPSON U —/� HAr-lC�2S � � G T I O 1`I °I 5 � G T I O 1`I 5 wT�� e�� --- � STUD WALL � /1 - �:4" = I'-O '�/4" = I'-O ur � S � GTI01`I 1 � �M �/4'� _ ��-O p/'1 W \ti�/ - - FL002 Si�IEATHRka M� W O PLO��K `�FIEP.fHhk� � _ - EXTERIOR STUD WAL_L O � � � FL002 JOISTS __ _ � LJTH SI-EATViING j� 2E: PLAN WTN FIAOR SHEATHNG SNPSON U HANGER � � � �' � FLOO(L JOIS'fS ! . � � 2E: PLP,N � FI 1""1 j� i � � � � � �� � � � - � , '"'' � FLOOR JOISTS � RE: PLAN � - FLOOR JOtSTS �1 O � RM JOIST RE: PLAN � 1�°i �� , , �l \.� � INTER102 BEA2ING � � .. STIxJ I.JP,LL � � � � � � t�L-U-LAM OEAM '�- �-- --- -- BLOCKNG � r, Rc: Pl_.'�JJ --- ��� .. . - - - � f�.� - - - - - -- - - STEEL BEAM - RE: FLAN [� IJIYN 2X TOP PLA7E C-' WItN I/2'� BOLTS A7 � Z -O" O.G. q 1 ^ l� � � S � GTIOi`I 10 S � GTIOI�I h � � � ��a � = r-o � �a" - P -c �-�1 S � GTID1�i 2 � 3/4" = 1'-O ' � � O � � r VL � O � � EXTERt02 WALL � w - FLOOR SNEATHNG I..YTH SFEATNING � . . " j 2X DEGKING — -- EXTERIOR STUD WALL ^ , � � / �� �- FLOOR SHEATHING WITH SFEATNING � V/ ExTE2iOR �TUO - - - - - � ��� �FL002 SNEATFYJG }� �..� ��W.LL. LJITH rJ �XIO BEAM OEYOI�CJ —, a� Si-EATHING � � j FLOOR JOKTS � � ' 2X OEGKNG � ", \ 2E: PLPJJ � / ' �� i�l � � � � \�� � a_ocKni� " � 1 � ,' � . l(� ` RM O � � FLOOR JOISTS " —FLOOR JOISTS - RE: PI�.N RE: PLAN BLOCKNG BEYOI,D -- � WITH 2X8X9'-O' pIItQIGGE2 � � - I..ptH s2) 201,IS OF IOd NAILS � �.—_ ZXI2 RIM � � � � A7 4 O.G. At.b C�UE (Z) ZX8 R�"� ' - � OEGK JOISTS - � V.L . BEAM - � - �� 2E: PLAN WTH � RF: PLA�I SMPSON U HANGERS O � S � GTIOI�I 11 S � GTIO �i � S � GT101�1 � o � i.� . _ i, _� � , � , _ � _�, �. �4� _ � _�, ri SCA1B V ! / 4 " = I ' 0 " �"'� � FL002 SHEATHING r/� HLOGKNG � rv `, � M� \ - ----- 2X6 NTERIOR WAI_L ^ � A � � �.MTH WOOD GOLIMJ — EXTE2IOR STUO WAL.L_ ��� � DECK SHE�ATFAJ!' At,D WITN SHEATNBJG � FLOOR SHEATHNG �TE����� � � FLOOR SFIEATHF,IG � ��� STOI.E PAVERS � \ �� , FL002 JOI`�TS w i/ FL002 JOISTS C RE: PLAN j � RE: PLAN � � � � � \ � � i h� � � / I.JE6 STIFFENE2 -. . -- - � � \ � TQ� Qf VQ�I D S T g : �!�/� �`—FLOOR JOISTS � F IC � COPY 0 9 / 2 5 / 9 5 h+l 2E: PLAN �\ RBVISIONS : � �' VL. OEAM ' �, - 7 %i p� ; P�EAM 2E: PLAN STEEL �EAM OECK _IDISTS --� � �� ��� � � ��� � � i / > RE: PLAN I-DTH 2E: PLNJ ��u��nq� i � MTI ri 2X TOP PLATE / � •�., � � '. 1_n !p�� w I WITH I/2'd BOI_TS ^ ,° .� •�. r � N Z'-O' O.G. ShPSON U HANC�RS -� � � `. ;� � .o•�� `./ a : 1"�I " S � GTIOI�I 12 � � GT101`i 8 S � GTIOi�I 4 = � ' ° , ' c� m� �/4' = I'-O �/4" = 1'-O �/4" _ ��-O �� . � � .� ' ' � ��� . �� .--:� :� �°� • ,� S4 . 3 mrn "'''%; ':�:- � ' �. ;.. V � ( 1 1�'� . O{V I��(Ill � l � l � f"� 7 � = /r�N UO � . . liD� . ,�i - - ..�:3r.. - _ . ♦ n _ � _ . � �.��.�..�..�..�.._. � — ' - - y �...��...��,. �.e.��. r .. � r� �rLL..........��e�.��r��o� � : -.��,....�� .�n:...i..�..����.... -�:�r._. . � ti_ � _. i� I , - - - - - � 2tJOF SHEATHING i� � � OLOCY.NG / , .� 'Z O �`.L VALLXY E3F_AM � KE: PLAN - - I � �� %� �ROOF JOISTS � / RE: PLAN \ 12 ^ l � b \L � � 200F SHEATFMJG 2E:A2CH. O �. - ROOF JO�STS - - RE: PLAN �/� � � t..7TH BIRDMOUTH v►�/ � �1 / CUT AT EVE �-� - - - - - � � � ' VL. Rl'JGE -= / \�..� --- BLOCKNG RE: PLAN \'�� ... -- . ' (FLUSH) ��.� M SNPSON FflJC �" / , \\�— �-U-t_AM RIDGE BEAM b' d N�WGER 2E: PLAN WTH EXTERIOR STUD WALL O . BELEVEL PLATE I..qTH SEEATFIRJG M �' J � cGTl01�1 5 � �/4" = 1� -O FASGIA -- --- � - 2E: ARGH. � � � � S � GTIOI�I 1 � � ' 4c�,J� SHF_ATWNG - �/4° = 1'-O � - SNPSON U NAN6ERS � � � BLOCKMJG - - - - ���\. \\ 1 � ROOF JOISTS Z W • � 2E: PLAN O i . r ` � � �./ , �' v 12 � �1! � � � ROOF SF�ATHING ---_ _ 2E:A2CH. �„� � . 200F JOISTS � � O � � 2E= PLAN � � � t-NTN BI2fJ1"IOUTH � � RAKE � � � GUT AT EVE ' �� _ . _ __ _ . � G'E: A2GH. � = 2x 6EAM � � RE: Pl_AN n .� � �._AOOE2 FRAMNG �� � ^ . JOiSTS - OLOCKNG � � M � RE= PLAN �� r � � - V.L, OEAM � � r_ xTGRIDR ��TiJD WALL � - 2E: PLAN (� r 1 , wi, H s� artiiNCa �.L,1 - , � E"'� � � � � ' � �NOTE: AT SIMLAR SECTION X FIF�.DER � � r}�-�- N FASCW - - SHALL BE NSTALLED 1�I OF V.L. �/� 1� G T I O I I � RE: A2GH. HEP.OER AS `�IOWN. � � U V 1 ' � /4" = I -O � . � �� �, S � GTI01`� 2 ' � � o ., 1 ` KOOF SHEA7 HUJG - '�/4�� _ ��-O � O , t_AODER FRAMN( I ROOF SHEATHING � O � , vE: SECTION G/54.4 �� � - .�.� 12 � �� BLOGKNG � I !a" S��EEL PLATE � � � 1�-1 � E'�E-AM SAOOLE WTH �z�- � ia°m r�u-eo� rs � ,z � /,—ROOF .�asrs �( � A . � 2E PLAN �° N }� M�1 � �V , X ' p� '� � � .} � �,� � - �= � - � � , �, � _ - � � � ` �}- _ - � --�`' 2 � O �� '/-- c-�.u-�a,M �oc� \'• � ►--1 / I � BEAM - 2E: PLAN � . � , / \ x _ ,�_ GLIJ-LAM RID6E OEAM � , � /, \ \ � � BENT rL�E STEEL 2E: PLAN WTN , RE: PLAN WTH 2X BELEVEL PLP,TE O TOP AhrJ 00TTOM ��' � / \ � PLATE (2AMSE'n � � S � GT101�I � o �` �E�T�o� x-x S � G T I O 1`I � �'4� - ,�_o �+ �/ a" = r -o � RooF Sf+EarHU.� S C 1 L B v � � 1 / 4 . _ � , � . iZ _ � , — �ocxr.� � - 200F SHEATMNG I \ �Tl FASGW - - - - - � . - - 200F .K�ISTS �2 �,�= " ;-- ROOF .101STS rl f�E: �.RCH. . RE: PLAN WTH � �� R6 PLAN I n � SMPSON LSIJ 1 1 . �` HAtJC�2 i _ � � . '�' � i � _ _ � �t , 7 r \ � \ � - � � TownoiVail DATB : � � `�N�".�ON A� CLP —� � DORI�E2 RIpGE � - �\ 0 9 / 1 5 / 9 5 EACN �pE � RE: PLAN �FFI E �OPY 2���,E �_ BBYISIONS : — BENT Tl�BE STEEL G�LU-LAM RIOGE OEAM ,J,/ �� �.l �% J � BEAM I.JTH 2X TOP RE: PLAN I,.MTN y� �� !/'rG l AND BOTTOM PLATE - �� BELEVEL PI�TE �, � (2AMSET) KERFER STEEL PLATE � � � I/4' X G' X I'-8' WITH �— GLU-LAM GOLLMJ ITI � a (4)-3/4'd TFiZ1J-OpL.TS RE: PLAN . . HL•� - n � '� .� � i��� r � a ...�.��vrnr... `/ a • �"� ry S � GTIOI�I � S � GTIOI�i 4 f�c.��� m �/4" _ ��-O 3/4" _ ��-� � o ,, 54 . 4 ;, . , . ,,; ;, ,: � �:, :, -�N ; � � U U1�W f � li , � . . .. . / . .. ., . .. . . . �_ . .. . . . �—._��. . �_. , . .�—r.._ .. .: - -�-'—r . --v. _.[: - .n-xi. .,r. . . ,...�,.. . ��^T'�"+..r:.. . __i_^_!�" 'ro¢ :.r^^ — . . . . 1s" .. _. . . - . - . - _ . — _ ,� r ' — . . _ ' . . . . .—_ _ . ._'__ , . . . . — " '. . . — ' . " - . . . . - � . i ° � �^ � l"l . vf:3' . , . .. v . . .. . . .�... . ' .r .. `. eAY ! .: . ,, ,. . .. . , �w� i. ..,, . . . � {. . .SSy :: 1� . � L ). � ,. . . 1� . � . ., � +�+{ ( :.•,��� y , ,:,�!': ' y , , f , „ ,�,� 'e , , � �1 f � � . �/. ` . ' �y' � , iJ . ; � � �Y . . �. � r ., . ' -' . � �� V� � 1 lV ' . . � ' �' ^ 1 . , �' . . .KM1 :'':,, i r � � �� � �: ri . ' . . � . '• � . ' . . . � � . � � � � � . . . . . } . ' - {�:;i . . . � �� �_ "_} . �, . � ;. . . . I . • ' . . . . r �';'� i ' . . . . ,. . . . . . . ,,�, . : . � a . ' . � � . . . . ' - .. . d ! , , � �. .�' yt� r . �4 . . '.. �. '. . . � . . �� r. _., ` �. :.. , ,� . . �r ' t .d }+ ., . , < - . : � - • { , . 4`y `, .,.. ' . . -. . . ' �+ , � �. r . . . . . . ' , . ' . � � "d , �' � - - � ENERAL NOTE,S : � , , � � � FURNAC �; SCHEDULE . .r . � M E C H A N I CA L LE G E N D �� ,� n"a°`S '� �, `�° �. `, ' �� w+E nar NECeswe�r usfv. ` J :. : ` �, , , , r . . . . . . .,� . . � .� � � sa i �K V F • , ' , ?� � : S.P. � , . , OlRPl1T AOE H P � S� ��(t� 1 . W NOT SCALE DRAWINOS. VERIFY DIMENSIONS IN FlELD PRIOR TO � ,�,E � �pp� � srraw rn�r ti s i , .L./MLT YII�TUhI � MHV'UH �� CO M M E N C EM E N T O F W O R K. ` w. , ,. , � ,. HONE�IWEL� TROL-A- MP DAMPER OTAL �c � F""s"m �""n� �-riwt : i�osr�nc ' � — � QS ' ' 1 '�0 0 �.5"/0.4" 12B 100 120/1 � 3/4 ln"d 2. VERIFY aACT LOCAPONSpF D(IS11NG AND NEW UMDERGROUND � ��°N Fl�� � �o-TME�+oo»wn� �'' F- t t�NNOX G2345/6 OF 3 FOR EACH RFSIDENCE. un�mES, PIPING, MID R�CEIVA Y SYSTEMS P R I O R T O T R E N C H I N G. � �"a� `�' P°� � re-��� �� '� t y , # �`'y _ . n r . . � .. CONTRAC?OR SHAIL 0 9 TAlN AN D V E R I F Y D(A C T U T I U T Y C O M P A N Y �� � - �- virE �wcr�ort Y. ; �i ,', • . DRAWINGS AND RE�UIREMENTS. � �� - �- '� - PIPE QPMI9DN JWNr � '�' '�` . C010 CLEAN OUT TO CMDE � ` ' . ' . IAmU i;. � 3. OFFSET PIPING, DVCTWORK, EfC. AS NECESSARY TO ACCOMMODATE � � �E ��� O �r '� ., E E AI.ENT STRUCTURE, BEAMS, COLUMNS, AND EQUIPMENT. (E) onsnNC �, �TM �� �u� � ; , ± �p — - . . -. . . . EA7 ENTEIONC NR TEMPERANRE AMt VENT j ., . :. �" y:. r . .-•' . 4. INSUTATE ALL DOMESf1C HOT WA7ER. AND ExM ExHwsr —�-- ppe5suqE - 1ENP. 7�a • n . �{ ,.` ,� ,; � _ _, DOMESTIC HOT WATER RECIRCULATON PIPING WRH U .L. APPROVEO, � ��� NA� ���T� �---� PnESSUae ca� w/ �c ruL a cafaty� �. � ` '' ' ` R E G I S� E I� & D I F F U S E R S C H E D U L� WH�, AlL SERJICE, cv�ss F�eEa, sw�a-oN. � �� THICK ON MAINS �° "'""'� �' °"'"°' ° �' ' t ` � G R I LLE UT IfANNG NR IEMPERATURE � TM� . � AND 1/2" THICK ON RUNOUTS, PIPE INSUlATION. INSULATE �7 �ry(�, WA7ER 1LMPFAATURE m n��asr�r `�t� ' ,i t � � � ,. FlTTINGS WITH GLASS FIBER BUNKET INSULATION AND PREMOLDED Nic �+or tN �rortrruCr --�- yi,cuuy e�xa+ O � � 'R � t .�"td � . - � . , ' . S Y 1 i A 8 0 L U S E P A T 1 E R N A C C. i'I N I S H �U���� � � P.V.C. COVERS. PROVIDE DEDUCT ALTERNATE PRICE TO INSULATE `i • • M O D E L N 0. REMARKS WITH ARMORFLEX. oeo oPVOSEO euoE vauwe o�vea —O ver+n� cu.wart � �' ~' �' os� oumoe ua " UMA S�RIES � 1 5. REFER TO ARCHITECTURAL DRAWINGS FO R A L L D I M ENSIONS. �' ��� .. .. A _ UNO UNLFSS NOiED OTHERWISE � n.00n rnwH � � , �� 6. COORaNATE ARCHITECTURAL, STRUCTURAL, AIECHANICAL, ELEC- m nws - F+unHC wn�a swr�r � � si� M '� ' ; , ^ +' '� ' 6. s�l - WMA SERIES 41F 7RiCAl, AND INTERIOR DESIGN ORAWINGS PRIOR TO INSTALlATION. �c H�nNC w�mr a�ruro+ _�-� � � `r' �/ sy, f ; , , , . cNS crxum wnhn suar�r FlRE/SMOKE WMPFR a," a� ' UMh SFAlES 19H cHn cwum va�x r�ru�r+ �h • , C ' 7. PROVIDE TURNING VANES IN ALL MITERED RECTANGUL4R ELBOWS. a - - CoHneNSER Suv�v � FlRE MMPER i �' : �= : �" ; .. . . . . _ � . . � � { . �. � . . . , Q, 8. MOUNT ALL STATS AT 5'-0" A.F.f. Ca - - cownu�R eEn�w+ ��� IXWWSf FAN ON ROOF W/ DUf.T TTMU ROCF• , ' 15E ; " ; . • tITU9. KRIJEGER. 1�7ALLAIR�, ANEMOSTAT . EGrijNAI.ENT � r�rur� cvs ` ,R . . yC . _ . MEpUM PRESSURE IMTURAI iAS � 1'OIMf OF OISOONNEC�ION . . �� . ` 9. CONTRACTOR MUST CAREFULLY VERIFY ELECTRICAL SFKVICE VOLTAG p .. . ppNN pipE 9 Par+r Ov Nt�v Cor�ECnan °� � ' AND PHASE AVAILABI.E. HPS - HIGH PRESSURE 51E�M SUPPLY «° -� FlRE NJ�RM e - � - • • � ' , . : +. ` . . � � - HPR - � MICH PRESSURE STFAM RERIRN . _. . _ � � n • � . R.A. DUCT 10. SEAL ALL DUCTWORK JOINTS. ivs law vRESSUr� srF�u Suvv�r —� ���+ w/ e�aw-o� v�u� � v �w � � . . l➢R � LOW PRESSURf: SfEId1 REfURl1 (� /�►�,J r � �. ' ' . ' pC � PUMPm LONOfNL1TE ��00Y SMOCK ABSORBER ' "'r ' �; � -� NUT, WlSHER A[ ALL \ / FcN FuEl at vEM w ■ w N • THREAD BY M.C. 1/4 OF "VY" OR � '� v //� $.A. DUCT � QCfM LFEEJ � HOSE BIBB / WNl HYDlWIi �I. " ;i �' �/ {// � � /� . . . 6�� NINIMUM� � LJ — RS � REfRIGfRANT SUCTION �.+� � ' � � �� . r •�r. � VIBRATION pL _ REFPoCEAAM 11WID � �o�x swrtcH ~�r �` 't � . . � � ISOLATOR RD HEFRIGERANT pSCHARGE � : BAR JOIST OR OTHER n oowEST�c Can w�r[x (y�,� " � STRUCTURE BY G.C. DOMESIIC HOT WATER _ , 7' SNOKE DEfECfOR ]` 'y` J 110• pOMESTIC MOT WATER TEMP. SNOWN ) �'• � Q , j" . I � HOT WATfIt CKICUTATING �-r�c�� �CCFSS PANEI L /1 � � � F - FlRE LINE ylcv SUPPLY DUC'f DOWN �'� �� �t '' 45° II I i BEARING tv CNwlcxivEtrt a�PE � ur��c v� s�awr+ x� eo• ¢eow. r� , + v w.uure�NC veNr �� � '' 1�4�� All THREAO /� �^ FURNACE w - w.sre Pia[ � � �4 a . ,.- .. . �. . � . - cw c�t�wsE w�.s'rE N�E �}� � S�NGLE BIADE D►IIPER ( S.B.D. ). M0101B2ED � r..� . . 4: . - __ ,�r / � � ') CM CHEAIICAL W/S1E PIPE �� . �.-t� UAMPER. OPF'�Sm BIME MAMEA ( 0.8.D. ) , �.�.. . . ' r� � � / \ . . 5 SANITAI7Y CEWER PIPE � •�{ � : ROD EYE (SOq(ET) 1 � � I H �il sr sroau DwuN wPE - � � NA ocrw,cTOa Q GRINNEL T 10 R, / ST(0� STORM URNN OVFAFiOAM PIPF �- - - r //�� Qy,]/' , .� OR EQUAI. � I ' VAC vACUUN PIPE { H,t� pIYEN510N5. 15f N0. IS Slg OF SURFACE A i / � ^ I DUCT SIZES AflE 011�SIDE SMEEf NEfAL T/ . 1 � , j � 1' �' � _• �� [• 1B�� HIGH MTG. A � COMPRESSED NR PIPE r- . V1 . 5 � DOMESTIC WATER AWN PIPE . a� q�1� SHOWN. 2ND N0. 5 DUC7 DEP7H. A-( � 0 - OXYCEN PIPE [ �y�-�� SUPPLY REGISfER �•N � �:;', j' ��.- SHEEf METAL SINGLE 9U1DE � PAD H wrnocEtr atat � � � STRAP BY M.C. DAMPER IF H(8r� `j1 NO NITRWS 0%IOE PIF'E �� RETURN NR OR IXHAUST NR REpSTEA. �r � ' ,, � tmPQSED BIADE e -a-� a ; s a a , � ., a <-a a ,, - _� �ENTURVFLOM' INDKATER I r ; ; > • .� . : a ^ ., a n o n n n n n� u� � � O � , , � �°� DAAN�ER IF H) 8 ,� a � _ � _ � � � v .�- � � i e�me�r vKVe ou suaQ�r wFFUSOt urROrs iNac�� � � � '1.4., ` � IRAL �CT . � DIREC110N OF hlftOW. i ua snur ar vwve (aui. wtc, eur�sriv� eat0 � ,O �y ,,� q� r'I c�+ecK vuvE •� a ` SEJU: AIRTIGHT °i0 a0� vu� 000a anuE � .> , TAKE-OFfENTIRE t� er.�� vuve • �'�"I U ; , , 8 secrioN nu� sua�r nm oucr. . , W . R7 PLUG OR PMANpNG VALVE � SECTION THRU OU1510E Mi IHfMCE, � . 4 ° T TAKE — OFF TYP . FURNACE DIAGRAM R�U� � � �� �� � � } � ` DUCT HAN_GER _� � DUC � ���R s�A �,�,� � ��, ��„� �� �. � : auo vuve iN �s�r+ � (8) SMEET SMOWN ON. � ,.K , . v f . NO SCALE � IW O NO SCALE ' OA 8 GAiE OR G OHF VKVE N/ RISER ,-�''� 1� �� /� i # $' d � 4� � � �T DNNN VN.VE W/ MOSE END e PLUM9ING 1USEF � ///��� r ( j � � ,fi'�rs J �� ' � ' - l�}- � TEMPERATURE COHfROI W�WE � w 'yK� � y � h � � , ,:tr . � t . . . ' . � f�3 PR6SURF. FEDUGNG VALVf�" � ( .l ; r � �; , k yhw ` . ��`i � � � .�.�.�_ � ` I�I fqPE UNION � � fr� � � : Q�IO PUMP k EWIPMENT CONNECiOR � � � y I � .,: . � � , HOT (�ATER � - . . � . GOI.D L.IATER GK.1V�L`Q DIXIBLE CMEd( B�CKFIOW PREVENfER � .� . � �1 %��'. �,` .. . . . . TO SYSTEM. 1 � . , . SU°PI-Y L�`� RFWCED PRE�U� fl�CICFlCJW PREVENTCA . . � �'� :, ,� ', �i '� '�k - � . � . . �� n • � � � /°'�,;�1 i r,a � c;. � HOT WATER GIRG. " '� � � � � { ,�'r y'' � � FQOM FaTURES. ; .� ` ��� r � � � � . . . � � � �: '� � � , , '� � , � �� PPE RgUEF VALVE � � WATER FEATER ,� O �� X''�� ' t�12EGT TO �-""' � ; � : , �� . : FLOOR D2AN. RE . PLM' . � , , � � �G � � . ,� ;. . . , . �� ,, l7 I . _ _ - -- - -- - - _ � � , l ;w; ' GA3 SLPPLY - - - - - - � . . _ - y , � � -� 0 a � � ❑ o � --� � , .. o . , . � , ` " ""'' ' � � � � Ma.<.;�. . _. . . . . _ _ . _ - . 'I � /..� � • . .r . . . . . . . . .. . . _ ._ . SIPPORT FROM � ; 20x10 COMBUSTION FJR � � � , � FLODR. � i LOUVER. LOCATE OPENING �1� , , '? ''i • I FURNACE AND WATER I I WITHIN 12" OF TNE GARAGE • \iJ � s a4? - -- ----- -- ------- - - — - - � HEATER LOCATION I CEILING. � �}� r � I ROUTE tOz5 G1 DUCT � (V'� y� ' � r ' DOWN. TERMINATE DUCT � ,,u�, � , .,an � . � ,, ��, "' ° � ., i ' " . �``� DOMESTIC WATER HEATER DIA� RAM � , 2" AF.`.- ua�e��s;nert r-1 ,� � - '. � . , O , I , TID 9G ) D II i .^ ; H�u\d� �aal:, � � � .�� , � < ,�- „�^ I - � ; . , , ,�a; f ; l �Y�,. � _; ` ,�� � . i� , . _ , I � _ . . , f"�1 � �:it I� „ y/' . . . . , I i , �. . , � � _ '. � i ' . �x . ,. . . i S�C. ° J (� l 1 ,% �� . . � . �� . . , t . .. _ _ ._ . _ . _ . _ . _ I . . . �•� � , , �,z �iance or grantir�a of n ,ennd c �p ? 1'� �f pl -n . . �, � p¢ � �I � � 1 � uJ6�1S Sh2�l OGi LP, CJ;lSifIICU 10 ��P � G - � �` � � � � E t b � � I C � � . . ' �,j,� �� ' , f",{ -! . ., � . I ! � � l � �. �� . . �� � ^� Vcl Oi df1J VI'J{�il )� f1s �f�y O( trid (JfOdl;,i'1�75 u �� ° � ! � C 0 � . , .t. . I"�'. . . 0 � � '. 6flv Cfh2( Of�11181 C� D� ��C fllf '�7V 9��3��( S' ° f {��°� �� ��., ,� � � ` . i eot�Prevaot�th9 bulld�� � �� � � ;�� .- A. .. � ' . . . I . '.�rfCCti0f1 O( P.�(Cr5 " � . : � ;: t . � i i ,�t� � �? - L4 � ' ' , � ` � . I , , . �" � � , � _ - _ , _ _ I � � < :`; , i � .� 1 1 : _ ' � , : . � � � vv� d �� ,, . �� - IITL • .� � 4 � � �• . � _'��� _ � �� � ;r � � � „ - < < - ; 6 � � � 73,. , M� Qz ► t � io � s � , � >:7 �"' � ; �'' • TYP . MECHANICAL ROOM AND � � _ ,5 -,� '► ` r. �• y J J . � . . .. � ; �j GOPYRI�FfT 1995 ' + ' ; � , � �; COMBUSTION AlR LAYOUT PROJEGT No: 5,z�.00 � � . r t � x ; ' '' �' � - - I NO SCALE (EXCEPT FOR UNIi lYPE 2, ' � N � ,: ,, . , . R E F E T 2 T O S H E E T M 2.2} r.a� ta k• , y r ts ;'. r � . . . . 1�tYt Ow�w Ilwt Rry. . . . .. . . ' . Oe w +` ��. �+ ,� �., . . . . - .� A� �00 l0101 � . � �w �t � . ti . � . � �� , :� � . . � ; � EAUDtN � � � + � � :i,:..: ... , , � GANZE � ua�°i�is�e6tec . ;� - � f , , , , , . . � . r: , i' � � � � � „' ..,.. . . , vr.. xJ : M1. • � . � . ' � y ^ � �Y ,r � ��'. . . r . - . � � . ' . t . ;. . . . ' � � "__�...,�_..r__ J..._�. .c�� _��.._. r...i�._,_.�. � . . � . . .1 . _ . _ . . . . . ._ _ ' " "_".— .. ___�_�+..._ '__"_.'��_. _'_"'__ _" _� �. __� .�_._.._� . . . . _' . _—'_ . ._ _. . _ _'" _ ' _ . . � � l .� AwMUi1t...tu .� . �I: ��-. . 1 .__ ��.a... .., . ..; " . . . . . . , . . . . . . _ . . . . ._ _ _ _ __ ' . . .. _ . . .__ ___ . __., . ._ ._ . ... ._._ __. . . . _ . '_`. . _'. ___ . . _____ . . � . . - , . _ _ . . _ . . � . . . . . . - . -- � - „ . . _ . , . . _ . . _ . . . . � . __ . , . . _ . � � � � � O C� � di o � O � � � � � , - 00 ' �" O ---- - � FLAG NOTES : � � . � ' � �1 PROVIDE TRANSil�ON TO FLOOk RcGl�l Lk ABOVE. COORDINATE PLACEMENT OF ildA!d;Ili01J �� WITH REGISTER ABOvF. . (TYPICAL) M ^� w � PROVIUE TR�+Nb� iTiO�� � l`� SiC,I: wnLL F+CCiSTEht . i - � . 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I � r I' / I -- -- • e�l � I' � r - , I I crerlapete � I I' -- ------ -- - - I meehaoicel 1 Pivo � � Q Lot 1 � lown �f Vail � � �� lp�? .� 4,,�� ��� ODA81g15 � REYISIONS : �,,,� CRAWLSPACE MECHANICAL PLAN .� 5-'S - 95 x COPYRIGHT 1995 SCALE : 1 /4" = 1 ' - 0" PROJECT NO . : 5727 . 00 � F.o a�, �e va+. oo a,cse 703 49�108 ar. 3�44-6159 J 1�I �2 �sner tM P'1�. � SWM 195 W 80101 � �u� U � EAUDIN M 3 . 1 � � GANZE �MC1N6�69CINC � � � � � . ( O C4 � � d� � o � O � � � � � : + -, 00 � { �; � ;� ' � . �� �� �; ���.�_ ►�w � T � s :_ � To� �, i 6 ., � � '�.J � I � COORGINaTE PIJ�CFMi � 1 � ' �� , . � ' v ' , � i ` � � F _ � �, � WITN REG�SIER WITH kF-.. iSTLR� r � n� �F � ;"Y ' ,�� . r . ) �� X � I + � ���: _ i t/ �2 PROVIDE TR4NSITiON TO SIDFW� � i RFGi,' t i'. M �� i j � I . I.,,I . \ `4� � ABOVF. �A.J . � I � . J � � '- � � ' C , �' .. � � � NONEYWEIL TkOL-A - TEMP ZOrJ�- I : : � ' . • p.� I I �, � ' u � � { � , Si7E AS REOUiREO (TYPICAL) Q /�( i r� o � � . : ��/1 J `V � � �� " I� � � �� — — — -� � � � FIE�D CUT JCIST PFNEfRAT10NS � ^ , ' � � � , �� �� .� 7� 8 • � - i r f � I FOR SPEClF�ED 1?OUNDED DUCT � i[ � � ' a / � (� ' ' � � T .'� I '�._ � N � -"[4x10 UF ', I i N � I � g �. / � � O5 ROUTE DUCT IN SOFFIT c , . X / � I il i I '- \-J � � , O , ' � � '- '� _ ' , il m ; c� ' � O FPGViDE NUHEAT FLOOR WARMIt � � � � ,� � t� �� - - I � ����� �� ' � � � � 6 " fa � � � � COORUINF�TE S..IZE(5� OF MAT W� � N � �'� � < < SURFA� t UO NOl' IELU CUi (l YNr . � '� � �� � m I � � I� ;,� I - 5 i �i�1 O7 PROvIDE SOFFIT UNDER VERSP LAM. Qf . � �� U `� ✓ , � ' - - `� -1 �• - -� � � _� . '� _ _ J ' ' __ � IS RUUTED ACROSS TMIS AREP,) i � r� ` ' � ' �, 1 '' � v � ' � PAN RETURN AIR IN J015T SPAC6 f k0�.�: i �' I I i ( r-i � � J ' R 12x8 ' -- � � '� � � . J�0o�5 nS NEEUED. TRANS�ER HO F• -:. �� • � � .�r � ` /� � i, � 4" � � _ .— . . .i i � � � t '�v4 H.4 . DUC7 DN � .i '�i � : i ;. � ' ',I ' ' ' � � . � `.V �� i i x� ?ii IH1U M� . i: n �' � , X , � _ 8� �, �ti�i � � � O 3 � Y � � i � �. l�1 4 N ' �� . �� � � � 18x10 DN. � I ' �, �' � � � . ; ' � - � /.� � �� � � � �, � m , �x A ��� �� �� � � � � � - ;; � �� ;�;=�� 1 �;� ±� or�s : � ' ' ' 'i ; ' ° �� - � �} � _ '� � ' � < � � I I . ROUTL Rril. � � �L�� � : I � '� .� :iy '� N� ir !� � � .�� ��� E � � W . � ' �\ �. ' � x � ' ' � ' � �� � , . � i � � i � ', � ! ! ' . -IOic , F i P i qn-ri J A! ', � � O ( �. ��-.. � , � . �"� � . . � w IJ:P. A ' _ F �1�'� H �Q !� �?� %, �i�� i � � � ', ,: ' , I (,'� � 'I � '� � �� � I � . � � — � -- � , � ; , �I _ � � ' . � m � � ., � ! � � � I �5...� O � � i �'�, �, � i '�, � ���', ' � �+ � � � � n - � � � .'N-�--�'- 0 �-'-i -+-� � NOTE : � � �..� � 1 OMIT NU— IIEAT ELECTRIC FLOOR � � NARMZNG SYSTEM TIIROUGHOUT . � II ` � J O i-� r� � ;, I r� , -�- _ , � cl ( � � � _ • r� lorer Icacl � mechonicef � p ] en � H Lot 3 � L� WtR LEVEL MECi-fAI� � CAL PLAN � Town �gvai� q� sc � � .E � a -• , � o. ` , / {�.� FFI � � CQP� u e t a : � " � � D1 - 21 - G5 � 3 F 'I ! ti ! ^ V S �,,,� [�i S - IS - 9S � CGPI'RiGHT 19 � 5 FRC?JE�i N0 . 57 �' ' . 0!J � P.O. Bm 19 vd�. rn eisss $30.7 —BIOE v: � }No-�8759 . I4; {2 Dei�rer Ne1t Pkq. � S�h 19S ro eow: " ��� d� U BEAUUIN � � • / • ,..� CjAN Z E iecieeiQ"s`inc . ti N W � � � � � O C� � di ° � O � � � FLAG NOTES : � � lO PROVIDE NUNEAT FLOOR WARMING SYSTEM. �i COORDINATE SIZE�S) OF MAT WITH SURPACE. � DO NOT FiELD CU . _ � � , , i, � O _ I , x ^ � � �' I � �� � � � _ 0 , , � � — - ° / -- � � NOTE : � O � r`� I OMIT NU - 1iE11T ELECTR2C FLpOR ,T{ � � �' � HARMING SYSTEM THROUtiA00T . � �V �--I i I� � I �� O F� /J � � _ � � r . �i �� M I � � ` , , � I GC� I I A I � " " � xa �—i � 1 , ' � , � � . � � � I � � " � / � � � � � � � � ,—a i I � � � � � � � � , iaXs __ x � ' '� �`� � � � � a � � ! � . - � �� � � � F . � ' � x A � � n � I , v I o 1 W I o x I i ,_ � 0 � 1 x � L _ -J � � . o � — ,� `. � ,� I pp a U f,,,,� , . � ' � ; , �� , , - � � -- --�1 ;� ��� � �� � � ` � - � �, . � � 1 �� � � � � � � � � � � - -� ' '' ' - - - � - - - I . � e � � � � � 50 I � 2 zt2 � j - - I � _ _ � � � i � 1 I i � , � ,� � � ' ' � , � ._ - -- �_ � �, j _ - � 1 ' ' ' � � �, �..� ;, � - - -_ _ - - I '� � � I � � I � . � o . � i� � / " � �� �' � i L — —',j��;� � ,.� S"� � a � � � r / 1 1 � — - � - - c� �, � � , _ _�, � ; ' � � i , ! f- � �+ 0 11 � �, ° � � ` i - - - - - - - — - - - -- - � O , - " , i � , � � , - � � \ , : = co � � d�' O � � O � O ;� „ �---� � � , . �.-, upper level � meeAanical plan � � Lot 3 � UPPER LEVEL MECHANICAL PLAN iown ��, vaio � SCaLE: t /a^ = i ' — o" :! FFICk-� 'ti�` � " �'` DdTB : � 0 / - EI - IS � HEYISIONS : s,,,,� � 5- / s - 95 � COF''�'RIGHT 1995 PR ���.; EC1 NO . : 5727 . 00 � r.o. eo. w va oo e+6sn �io5�uw-s�oe �. �wN�-e�su 14112 Dsmm M'ed Play. � Suite 195 Caldn, CO 80/01 ��`���� M3 3 � BEAUUIN . ,..� GA N Z E LIIGINCERSCIMC . � 'Nr , 1� . _ __ _ _ � _ _ _ _ — _ — _ _ — _ - _ . _ _ . . _ _ _ _ - . ; - ,,1 _ . . � � ,- i�nE� � k . iE �:CRINTIt7N I ���, � 81 ,uestroF� �theh$ ix{Y� � Principa4 Mer�dinn , 1Town �of5VU� 15 EQ9ie+ , Knnge - County , Cclorodr. , descrioed as follows � � � Bep � nning at o stee '� pin w � th � ap ( L . S . 455i ? narkiny the point o+ - bn9 � nning aF n parrel af land descrlbed in Buok ?f3A ❑ t Pu9e 961 in � the records of th� Enyle County , Colornda , Cierk nnd kecorder , � w'r�ence {hP center af snid Sectiun 12 bears N44 ' 32 ' 09 ' E t37 . 58 r�eet dlstant ; thence the �oltowing three courses ulnng the boundnry � of s� id p�rcel : i U S50 ' S� ' 24 ' F 79 . 04 Feeti ( ? > S76 ' 30 ' OD ' E � 73 . 3E� Feet � C3 � SOS 52 ' 05 ' V 34 . 18 f�eeti theoce S84 • 38 ' 26 ' E : M15 . 56 veet ; thence N00 ' S8 ' 16 ' E 264 , 64 feeti thence S53 ' 24 ' 04 ' V k, � 51 . 13 Peeti thence S85 ' 4v ' 30 ' 4 80 . ?4 feet � thence S07 ' 29 ' 38 ' W � ' ] U . 94 IFPt ! SI"�PnIF! NC'fi � 2A � c�F� ' V I � D . I % �PPt , t:J tI'1P PQSLp� Iy HOBBITHILL ti�� PHASE � rlght cf way '. � ne o( Masterhorn Gr� iei ?henr. a the foi iowrny two o� � I .-_nur��ses nlnn � su �� d llne � ( I ? SIS 51 ' 34 ' W IU4 . b2 feet ; ' 2 ! 53 . 42 �a /y1� Feet � iong the ¢rc pF U nun - tnngent curve� to the riyht having o ` , � rodlus of 431 . 48 feet , c rentrol nngle uF 0 , 05 ' 38 ' nnd o chord � which bears & 1B ' S8 ' 10 ' V 53 . 39 feet to the polnt of beglnnin � , ' ecintnining 53 , c50 squore Fpet , or 1 . 22� acr�es , nore or less . �\ - NI1T1 : lhe tie frun the po '� nt nF beglnning te t,he cpnter o} soiJ 'o .;ection I2 I � ba>ed an the deed recorded in Hook 264 ut Page 961 . �� rhe me� nr�dt ei � l � < � s� i �� Leiwee�urk�ing� the cenfer� of � sold��eCtlon : : ' s N44 40 4c ' ! t: .• . ', ,• r.., � { �v 3�.� S 07° 29 ' 38" W �� c� � — — �j N s�, 10 . 84 �� �D� � � / ?� '26,. , 5� V � /,.e h, \ 5 � � 80 . 34 O o 2� > > S 85° 49 ' 30" W .� N � ?s.o A ; ' s , . � : � ?�.o � , (U 3 BI_D {� 1 s,g i z3s ' IMPKOVEMENT LOCAiION CERIIFICATE /� FOUNDATION � — � �� � ONLY � � ELECTRiC VAULT � � . NLE : � 2O � *.o � I` , i hereby cerlify that this Improvement Location Certificate was preparea � � � , � � � DATE OF SURVEY : 8 / 1 5 / 95 for �E��.E oNSTRUCT�or, _ _ _ _ _ _ _ _ _ _ _ , � o ^ _ _ o iV PEDESTAL mat it is not a land survey plot or improvement survey plat , and that � t is � -� z�.E _ o % .Sy' / � �HONL PEDESTAI_ not to be relied �ipon fur the estahllshment of (ence, buildiny or ether futu � e O `_ �--� 2'�5 ; improvement tines. � �� \ �5 ' ' �- 80'B � f�: rther certif tF� a � �he im rovrment �� on ihe �bove described arcel cn PHONE PEDESTAL / I Y P P / !� r�� l =�. Aote, 8/ 15!95 , exCept utility connections, are entirely within the � � boundaries of the parrel, except as shown , that :here are no encroachm ents i� I � upon the descrlbea premises by improvements on nny adjoining premises, ; j � except ns indicuted, and that there is no apparent evidence or sign of any � � /� � � �' eosemer. t crossing or burdening any port of soid parcel, except �as noted. � / I � � , 9���95 �,__ �' ,/ _, ;� -, �_ Na9r�r�t � ;' e- o.� . �s.o � �_ olotado� . F' . L �. 26598�. . ' a � " 2z� __ � � � 7546 MATTFRHORN CIRCIE ° I ef- � . � 1 = 07° 05 ' 38" _ � � � , ,.�� � , o . � � a � w � R = 431 . 48 � � -z22 ACRES 's L= 53 . 42 � " � ALL BUILDINGS � � � po N I U • 2.5 > UNDER CONSTRUCTION i T= 26 . 75 a i ' � ' ' � 4 BLD �2 � i LC = 53 . 39 � , � , ,° eo3� 'e f � z ' � U CB = S 18° 58 ' 10" W n � " � ; � ' W w z ii _- re � wnr�� uisrRieurien, � �srEr.+ EasrMENr �:�coHntu iN eoc;k �zo, �r,cE ti`' % � i rn I �/1 :526 4FFEi.TS THIS I_OT IPJ THE ARFA OF THE SHOWP! UTILIIY EASFMENT, N / � � p, � � � r�ot r�•r�F �:�sF �'r oFr� nit: i�) . � BLD #3 �o a � � ° � � FUUN1 PIN & CAF I S 4551 -. �O / � m- 1 5.0 � � � _1 � � o �c 8033.8 .o , �.o =� 1 tn ......�. ; °�o � t 8030.9 � ,� _ gp37� I � w � � o � ]>� 16. 1 � a �t p � � � � � / y i � � I �'�\ zo.e I � - -- WATER PIPE Z Q �� � I �' � �3.0 � (APPARfNT ElSFMEMi } � / : "�� � n�cK I I I �.0 1 �i � � � i � �os ; � / > B, , � ,�.9 � i 9 ��A� i � r�GficE: Ar_�orAing +.o Cciorodc low ynu must commence a �y leyol oc?ion based . � � upon � ny defect in this survey within three years a(ter you first / � d�scover s�tch defect . In no event , T�ay any action based upen any defect �n this s�rvey be commenced more thun te� years (rom the �� � �� f �� aute of tFe cer±ificct �on shown hereon . I � / S ��3 , I i � , O ��~ � �, GU'f wIRE ANCNr,!t �3• 36 E - -- �, r�- d�o�STA� UNPLATi� ED fGUrir� ��rd .�c cqr� �5 a55i � �ELECTRir VnU �i _� � ' I'ir� t. P P�Lr Y S O �J� �J2 � O`J„ IN I FUUNU �4 P�B::�� � - 34 . 18 ;as� , �,z �° E _� : � FROM �JOPNFR � S 84°38 '26" E — 145 . 56 , DONOVAN PARK I I IMPROVEMENT LOCATION CERTIFICATE PART OF THE NE 1 /4 SW 1 / 4 , SECTION 12 , TSS , R81 W, OF THE SIXTH P . M . ��� ����_�,���,�-� :: TOWN OF VAIL �� , � �4� � � .� � � � � � >�� � ,� � � �<,�� EAGLE COUNTY, COLORADO � � � iu ,�, � ��u t � � �n,nu� � � ., t �� � n , r. �, ,: � PArR�rK FqL!F'irAZ H/-3n;9r� , Ir '; � j I'-� = , , � fif ! I i '�i � } lu .l �.� 1 �if �F —.«---