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HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 1 LOT 17.pdf � ��. as- ^ �--- � -- .. i ; \ � 1 �l y �-a '� I n . " Z7d2 ''`� o . �1�5 ---�q� . . � � . � ! � \:^ \ � . . :. ; , . . _ �,: .: , , _ � > ' � i � » 7 •^ t � f i � . : 1 � �x � � � ; � . ; � f I r �� � � � � ' � ; . f . . 4 � . ` �' �. .. - '� , . �F-1 � . � I . � , �.S 1 a ssF � � _ � — ..C�lllil$ , r { � . � w � ' � . =r.� . , � � - _ und � � � � .. . , �, . ` ,� � � �. , . � ;' ., . , . ., � . , . ; �. ., •.' � . � ; .. ,� �. :� � � - -- - -- -- _ _ . ; � .. � .. � . • � a �. � . . �propsecT . . . � � ' � � � � �/ , x�:,a� , � - , o . � r � . . � .'. " . a � r � t, - ' . .. C� _ �. Z� � .S" . •^1 U � ,. � � . . j.. : . .. . .:M��y . �Q ^ � ' ^ . . - , , .. . . t . . � � � 1 . . . , � , � � � � � .. ' . . . . . , .. . . � . . .. , . . � : � . .. ; . , I� w � , . . ,—� O � , 1 . � " . . . � . � Y ,�y . . .. � , Fo � , : . . ,� . � � o . . . - t : . . � . �.. . . F„� . a . J mt A � 1 yt , _li��in8_room --- — t� — . , ��LYWOOD DLCKINC: 2 _ � �/% ✓ � ff - 130' /�� ' '// . �l� ,ROO[� J�ISI' w F�-�1 �03�,. — %� �de at 12S � �� ` / / � — Nae: lR d Vlavel :�long � � . . � � ��j� 7 % 12 :�/� . . �.i . , . .�..�� . � entlre leny�h anC helµh� � . - � � � 2" . X 6" '` . : ' . . . . mwhro�nw�urn, M.�i. � /� : !� � . . � � � . � . . ,v � � , �c�i . • ' . Yn: .� � . . Q . . p "L" AIRSPACF. -- - — . _ _ - - - - W/ INSECCS(:1�tiN =-- � , � _ _ _ � _ � O� _ 2" X12.� / � � , �,, ' _ � � master level � � � �Tff = 119' 6" --� •_ ` j � . � � - ~ ` `Y j' ] /4" 1 ' � ' � � • — � ' ; ;: ,. . Dti1'NL 1 , PAC]A, N.T.S. < ,s : _ `; < ' — — �` * • � ` ' ' • I�ate - - ('ll,: , _ . . , � � , �� • �:,� , , �' n , , • 2/�0/9C> CJ : ; � , ` < <:� . "' • : �Revisions' �i �. , . � . .. f � • R . L S . . � ' .. . " , . ' .- . t • .1/20/97 I . (� ` ' `� � ., i T � .� � � K . � p� ' . , . . Y`� � � N , , ,� , , � � � , � . . . ' � v� � '. � r , : . , .. _ .r+ • , . _— � . . ; - �, �`�tr : '� / , , . — — � . _ � . 9 . ,v'� �"-��.�w.,-'�.r" ' �. � I . � . — . . . . . - _ . _ _ _ _ _ . _ _. - , - �� ��� .J. . . .� - . - . _ 'ep�� 4•:� • � .W. ' r.��;/���� I �� : �P� G�� PHY T . � FOR ,; :;''� GRA �' I-� IC � CALE � �` YILL�1 G�' yY.��S''T, FILING NO. 1 _ _--- L OT 1 �, TI.AIL �� ,a � 5 ,o z� , , f ----- — TD yYN OF I�AIL, C'4 UNTY OF �'�1 GL�', ,S"7'A T�' OF COL ORADO � �' ��` ' i ��n = io rt. .; ,: ; a :'� � SURVEYOR�S CERTIFICATE: , I, Roger W. Meyar, a Ragistered Protessianal �and Survey�-�� �' -? ' '� � � ' iicensed under the laws of the state of Colorado, do hereby ce- " `; that the contours as shown hereon �re based on a feld surve �. . performed 6y me or, .under my dfrect supervision on 07 March , ', - - , ond are e t0 the ,�t ot^ y knowledge and belief. . � m� u � �� � ..�' --i: ��_E �190N ?� i_,c S t q�_ Rogrr Meyer r PLS � �6957 � � 1� �p1 I! . . , ,, � �� �;� ;- , � � - flots '` ' � 1 OA Ij � � LOT 14 � � . ., �; � � �.:>r:�ft��tt�:���' -- � ' / '_. '�,.,�'_ �1 ,p6 i . , � , � � � � � , , , �— _ ASPEN TREE (TYPICAL) � � � � � �� �� I _- � / � Y -� - � -- --- � I � , � � _-T- -- / ��,QO �l , — �_ � �, ,�,o � � � �- - ��.-- � ��• W �1 � � ' / , S 13� �PSEN,E � � � � '` ��1 � U,�,'�jY / � i . • rL �j 5 � � - --- t. �— ------ -- _ ' � - � 4 ' �'� . � � � -� � �� . . nti :' �� / �� � y�I�. - - :�.t`.- . '�� � 'l1T — - --- — - - - 1 . � �� � �" /�---- 1 FOUND: � � � ' � � � - � -- . , .rr, . � 2 REBAR � � /' _- 1 � 6 .: —� � N _ �— � � / / � e 1+j' y � r %�� . ' / � 1 �1� V . ' � � ' � � S J � ttSi \ �` �: h _ � ES � / _� ;p �7 .�'- �- �.. �-----_ � � � � � ��N � � j .J t ) SURVEY DATE: D7. Morch, \ � , ' *�:, BENCHMARK: , � � 2j BASIS OF BEARING: The Final Ptat ot Vail V�Ilage West, Filing TOP OF REBAR 1 - --�_-- � � � � �r � @ �,,. , -.�� No. 1 . ASSUME� ELEVAi10N = 108.0' � � � � 1` � 2� . ` r: � � � lOT 17 � � % � ' � �. !, : -- —_ : � 0.233 ACRES � ,� - .. 3) BENCHMARK: Assumed elevation of 108.0� ot the top of rebar ' � � � as shown heraon. ' ` 5 R i�� / , � ' � � - _� 4) SNOW CONDITIONS. There was 30' of snow present ot the time j � ` � ,�; the survey wos executed. ---� � •I ' �; N 1 ` � � . 5) SCALE : 1 ' = 10�. i 1 � y' _ _ � . � . � � � � � �� � 1 S� ` . .. . '',, 6) CONTOUR INTERVAL: 2 foot. �� 1 �;.` �) STREET A�DRESSES: 1799 Siatra Drive. � \ �' 'j , `�" � \ �LT _� � w. -,' ,, g) Jonnson Kunkel k Assocbtes mokes NO representatlon with / t� ` � ' __ �---�---�---- ��—�- ` 1 - � _ 4_ �-, � raspect to tAe use and interpretotion of digital informotion �� �� 9 1.�'. that moy be supD�ied. �^ NO event should dlgital information � _— =—_ ��_— �r � „ � � � : + -;- Ce relied upon fw conatruction pu+poses. / .,; . < �- , ` � g) A�I aspen trees shown hereon ure at ieast 4" in diameter. / ` ___�- —�- �— �1 �- - . '9 i ` � � —� _ -- — ------- a � � 30 ��_� � � � � LOT 16 `` � 66.QQ� r � 132J� � .-, ,� � � � N 831Dp'5p• — ' 1 � _ _ .. � � � W � � � � � — 1 \ ' -- �� t b6 ` / // �-'- ' _ --� _� 138 r� i _ ` � / / _—__� 14Q � . . � �� / � 144 �. `-;� �� --� --_ —� � 46 �L \ ��� � 4 _ � E�OF PANN`G -` � -- ,' j;�: � � � - � _ _ - - 0 s 20'S8��8� :r ----- - - R • 214.09' _ �� - - - T = 39.62' SIERRA 7RAIL • �''' Johnson , Kunkel � = 78.�' (� aorv� / _ 'r C8 = S 86'24'04' W ( t� " & Associates , Inc . °H ` ��'92� / '� . , V �': � � � 7�,`;, I.AtiD � 1_' RVEYING MAPPING CML ENGINEERING � EDGE / � 5 �� x''�' STEAMBOAT SPRINGS � —� PA �N-= �I �� O ����, �� � n^ �}� ,* EAGLE �- CO�►Yl � y PHONE: 303- 328- 6368 303-879- 4676 � �` __ _ ._ I F,q)(: 328- 1035 879 -4870 - -- I. ��� • - �i R;, , � p,0. Box 409 113 Eaet 4th SL Eogle, Colorado 81637 � P.O. 8ox 771196 200 Lineoln Ave. Steomboai Spgs. 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' , ,� ' � / +-i--�-.i � C/� / / , -- - — — , - - - - -- — __ _ �-- -- - � ' - - Z f--� � � i ' \ Tpwn ut Vall Community w `�C1 Develooment a �fan Ru1id waatth �1Ce � bA �1 , � � . \ 51 �R� h i 4�?�" i i. . I , y t7 �i� ' � R Q � � �; u .--i 1 � �-% `' """ \ plan � � -- — \_' -- —, -- —_ � z� a�ry ot Permit � " = 1 U' � ,_ � � cg� 37d (r) 19 U .B .G. ... ._ I . i �_ � . , �� - CC Q� 1l �r1 � � � __--- , .:,� or grant�r ci a permit or apPro���' :' ' � l)atc: C.� d� � -- ' a �s sh�ll not Ge construed to bP a nerm�t `t;�,s��,a1a - + � - , � �n c �` w ' � v� T� A� �, 1 �t T� yiolation of any of tne provisions o` Zjl� �/���� ,�� 1 J � T +--- � � IV �'�J �f �� -i' �T � , �J '- � ' _ ' , o.h .:ryo,rtlinance ot Ihe jurisdicetion The issuance ot , . ' � . ��� 1 . . � Ke� isions: �r -- - � ' on lans, speciticatiuns and cther d?.a .hat ' �'� i. ,, , � c.asea up u � . � � . 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E., I — -- � . .. ._ ' —_----- —'---- }F . . � , !� _ ��� ,n,�r�- - Yi.Ytivc�n �ec.r:�NC; ry: , _ -- -- - - T ff = 130' _ , _ _ r. il � � � . . �- fl � o��sed - --- -�_ �� :��� � r � � • � i; � � grade at 125• _ �;� _ ROOf .JO(S"I' F�+-1 � ' -. ( . ', . I �__- j -__._ _ � ' � � 4 , � . ' i � f ' �. Nae: IRdgravelaloqg , ,� , , F� � � 2 T � ' Master � i � I i enilre ImBth anG haghl / ��� � 2 x �I ^�i: r � Master �rwsro��dar�o� ,�,,,. Z " X 6" � � 4 �1' . �' ' � � . � ."_I �. z I n ; Bedroom i �� ! Bath ai� , ' c/� � . � II ' I � ` " space ' ^ � .� , ,- . , � � I . ' - . - - - - - - - - 2 " nIRSPACi: - ��,�T�, � „ . _ � � �-( _-- � � es�stin - - - - _ - - - - - - - - W./ INSI:CTSCIt1iEN _-.. ! W �"•� � , , r _ - � _ - - R-,i, : •- � ' I � � � � �NN } I Srade c - 111 ' j� � � : A — — — p � . ' 1��1 ! �I Zr, X 1 Z„ � ' ---- , . � r ��n � ,. - -_ - _- _ __—�f _ f p - masterlevel - - � � � - - -. - -- - - ,.., + �- _ _ ; u ff 119, ��� -��, _ � � n ., - � � � el - 116' �- - � � .-� � � � f� ��, � el = 111 ' 6" � � 1 � � _ -� �'/ I'I i � ` - plan _ � �3 � � �� UE'1'All. 1 , FACIA, N."GS. 1 /�" _ � ' � � ✓'� f �. . - � � i i � � � �� . . I , ,� � � I ji I � . � � � ; ; , �i : == p�sed -- I I � � : /i grade � LY�1tc: Q� Bedroom � ' 2i �oi9t, V t < " � I � _ ' ' Bath ; Re� isions �i / . / I I I � i � l j � � i � � � ---- I, � � , z�� .,- , � / - ; , � , • 1 �- r--- -- - Lower Aedrexim Le� el. - r N -- - - _ - - . ��- .,..� ��Q�,?�e,� T,�G,r cC$ - -- ` `_ _ -�y - - - �7l1, -=�]p - [o sla6 = 109.-� - � t � , � . : : -- -- - - - - - -- A8 � �'� �' A �.�.�� - - ' ' . . . . . � . . . �� . _ . - . . . . - . _ _ •. 1 ' _ ' ' : . � . . . . _ . . � .�' . . . . . . . � . , _ • � � . ���r� � � �j /.r • � � � � _. : . `. . _ . . . a _ _ � . _ .� ��� � . . � _ . � . . . .� �. .t-a � . � . :. � . Y . . . � . . . � � -p : � J .: t. ' ry� _ g'.�LL a.a .ihi(a`.G_.�1[ - � . ��G ' S � E:, :i1: /J< 1 . ; �j'� Y:'- _ ' .1 � � ! �l �.., ,"°'atr_a's]��. - - .t - .i _ ' s;i - a + ,' 2 " . �� �;�9G - �`- - � - - -- - - - - - - --- - -- - - - --- . _.-. . . .. _. .--- --- - - - - -- - - - -�- � ` . :�� � �`' . .� ^ � � c` `c � ,. : , . V s;3 . � . � � � tg'-9 1/4' 19'-9 1 /2" 4'-6� 2t '-B 1 /2" 4'- 4 1 /2" - ��flQ� ��: - � .�.. �� ..�� . , . . . . . . .. . .. j,z. � : 'L� �° _ � , . . . . . . 2 3 /4-- - - 24'-fi 1/2' _ 2)'- 2 3/<" � 4�-4 t /Y 1' - a 3 ,'4` �"•o �• •' ��iN�� r 'SIONA� E , ..C� . . . � . � �;'FPfl,t�lJllpya. . . !- _ . °�'"� � � � T P . � � 8 LOONS. PIERS � ` -- - -- ---- --- --- - --I—��-- } --}— �� -- - -- I� — — � 0� _ c ---- �-- o � e n O � h � ;.. - .. _ , �je l_� ' O_1A I_ OJa � ' �Ja I � � � � Z � � z 1- _� t � � g a 56 �\rw 1 1 2 � � o w a '° 55 S5 T. O . W. = t + 0' - 0 55 T. O. W. = tt2 ' - 0 M � ° ^ � e al � 109' - 10 1 2 '� T. OF. _ ' G6 ' - 0 �� TOF . .- ' 06' - 0 `° F � p"" T. O. SLAB � � a � c ' , - - - - - - - ---+ - - - - - - - � - - - - - - - - � — - - - - - - � a � � : — '� o o � o x � T O OV � � � m T CI � _ _ J \ T O. W. = 112� -0 n \ � I I ( � ( L c7Fp iv ! � 7 d > �- � � T. O. F. = 106' - 0 � a' - � � /a" i 1/�" `�' �. O F. �- Y ,`. I7 . �. W. = 114' - 0 `^ I �n a e . I I .� IT. O. F . = 108' - 0 � A _ � 109' - 2 1 2 T.O. W. = 116 ' - 0 � I I , �/ ' I � _ _ T. O. SLAB T. O. F. = 108' - � C 1 /2 � � � � � 4" CONCRETE SLAB ON 4" CLEAN GRAVEL A �. :a�- • - , . I I gASE ON UNDISTURBED GRADE OR L _ I � � COMPACTED STRUCTURAL F�LL PER SOILS � ENGINEER. REtNFORCE SLAB WITH 6x6 - � � I � \ � I � . -1 TO. W. = 112' -0 I OO � i I I W7 . 4xW1 . 4 WELDED WIRE FABRIC "' I / � T.O. F. - 708' - 10 1 � 2 I STEP _ J � N THROUGHOUT. PROVIDE 1 " DEEP SAWN OR i' / I T. O. F . I �' "' I � ' � � I I �OOLED CONTROL JOINTS AT 15' - G' 'O LSTEP T. O. I I I ' � T.O. w. = 118' - 2 3 /4 I � i 7. O. F. = 109' - 0 I N "' I I r'�AXIMUM SPACING EACH WAY. SLAB I I � � � � t I I � o r � "' N �� ,�.�_11�1 - tO �1 2� I � S6 " O � 1O9' - Z 1 /2 rn ±'��' SS I I � T.Y 0, SLAB � -6�/a" a SAME AS �SE T.C2�S6 I I I � � T.O. SLAB L � � g• i ' I 3 � w � � � L J � � � S � ' -'' �� ss � ! 3' - a 1 /a' ^ 6'- 3 3i<� 4�-0 � /2" I _ I � 1 '-3 t /2" �! I I p I I \ � _ _ � �� �- �- L JTE� � = 3 ��.o STEP � � � � � �I � � S � � T. O . r � � � : T. QF. J I �� L � T. O. W. = 5 ? 5' - C j � � . ;, �,. ss 8 4 C� � _ �-- � I _ T. o. F - , as� - � o , � zi - - � _ t �-- � w � I I � � � 2'- 3 3i4' . 't'- 2 ' �� 'i I • I i. C. V�'. = 722 � - 0 � � , — -�— e I � . _ 4. T. O. W. = 136� - D I � � 2 - � - - p - -- - - - � T. O F . = I112' - 0 � � ,. � � �' , _y.._ - � T.O.F. = itt ' - 6 1 �21�\ I � r � 8 S7 5 _J I i + I �� � . - - �---- 1 � C� I . � � 1. o. w. _ � 3a'- o � � I � \ q � T. O. W. = 131 ' - 8 1 /4 � I " l • � � < O� O � I I T. Q. F = 111 ' - 6 1 /� j / � \I � I S5 N T. O.F. = 111 ' - 6 1 /2 � - -P -Oi - - -�c - - � - J ' � G , L _J � �. - STE � i� � p ± I � - - - - -/- - - -+�� - - -jO - - - � - - T.O. F. T . O. W. = L 9' - 8 � ;'h I � -.�� � a • A � � _ _ _ - _ _ _ � y� ,-` T. O. F. = 108� - � 0 1 / 2 � � k —�- - : , 1 .I , � � =! , - - - - �.. r - -�' - - '� — �- - - - - - �--� z' - o a �i 0 ; sTE� �, I I L o ,� ovv�s X , � ; � ° —� i. 0. F. � � 8�� � N � M i _ T.O. W. = t26' -6 t j2 �_� �` - - � — -- � T.O. F. = 111 ' -6 1 /2 I -�-- � '� �� - L _ J L � - - - - , .�'�' �� � ' �J � ' � e ' � � - � °° ►—r � , � � � + I � 16° 0 CONC. PIER REF. SHEET 512 FOR PATIO, �+ � �'� � SIDEWALK AND PLANTER � z o 0 1 I I __ _ INFORMATION . � ;a 1D m g7 ? 0 w. = 139' - 0 � - - I '-- FTG. KEY BELOw W/ ; F = 117' - 0 � � ( \ I -� �- ,i z . . . I J o � 5 3/4' 8'-6� 3'- 7 1 /4' ..� � r #5 DWLS x 2'- 6 �� � cD � r I � � 24" � � I � �� �2'-�' t5�-0� 4'-4 i /2. designed by LRH LI y MAB � o ' �`� S7 L � J T. O. W. = 138' - 0 drawn b � T 2W. = 13'' - 1 7/8 T. O. W. = 138' - 1 7/8 T. O. F. = 117' - 0 �0 3t '- � � ! !z' chedced by �{� Y � � '� j� 1 . 0- F. = t22' - 1 7�8 �, T. O.F. = 122' -1 7�8 � � - - -- - J �\ S T�P � issued f rn � � -� +. - ...�� _� - - ..-i. - - - - - \ - 7 G_� �; PRICING 02 /07 %97 ' : � � � � � � FOUNDATION PLAN s � =, �� � � 4 � _ � � PERMIT02 /12 /97 � ; �� ° � + - - - - � 1 PLA �; � ior� � FItJAL 02 /2 ! /97 °m \ � � r � I 1 . EL.EVATIONS OF CONCRETE FOUNDATION ELEMENTS IND� CATED ON PLAPJ THUS `� � n n I � 0' � � t0' �` .A�TERNATE DOWEL LEGS� � n T. O. W. = TOP OF COMCRETE WALL T. O.F. = TOP OF CONCRETE FOOTING � � ., "' " SEE SECT, 1 /S7, TYP . I I THESE ELEVAT10NS RELATE TO 700' - 0 AS A REFERENCE ELEVATION AT THE � t\ � a, �—_- - __ I — L L _ - MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVF� TIONS. � � o'- n . ; tp._ ii .. I 3 p" p. g' g -g' � � � - �- -----� -�� 4 i �_ _ __ L 37'-0 3ia' ' 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDWG ADEOUATE 501� BEARIN sheet � COFJDITIONS AT 7HAT DEPTH. CONTACT ENGWEER IF OVEREXCAVATION IS REQ ^ � a'- e � %' �, ,� _ n _r," � I SPREAD FOOTING SCHEDULE 3. STEPS IN TOP OF CONCRETE WALI INDICATED: � 0 r m TYPE S1ZE REINFORCING 4, CONTiNUOUS CONCRETE FOOTIPJGS ARE CENTERED BENEATH CONCRETE FOUNDA �; c )t� o A 3'-0 z 3' - 0 x i '- 0 (4) - #5's x 2'- 6 EA . WAY '�'//+LLS UNLESS NOTED OTHERWISE. � � 8 2' - 0 x 2' - 0 x 1 ' - 0 � 3 - J/5's x 1 ' - 6 EA, WAY 5. CONCRETE FOUNDATION WA�LS ARE 8" THICK '� NC '� ODJT'. rJUOUS rOU �� t1GS <�.i7E 8" � C 2' - 0 x 6'-6 x 1 ' - 0 (3) - (/5's x 6 ' -0 LONGIT. THICK x 16" WIDE UNLESS NOTED OTHERW� SE . ��� � �,o�GmG-M`� Q � I (7) - f/5' s x 1 ' - 6 TRANSV. 6. DO NOT SCALE DRAWHVGS. CJ � � \ % 7 \ �.o��PO�ou� � , `�o�,�,�� Y;. `'1 , ��: � ��� _ ;1 - 2J1.: � ';;`�<�'•.....•°:� i din<;,C; � �lri II Iln v,t�. C O R � 4 � U D a � SS � ? � g � ,�-�Q ' N o a m � � � � � `� ' 11t8' - 1 � � � ~ a n° < 8 3 4x 75 G. L. .R 6 3 ,' 4x 16 1 2 �.�. < � p� � � � � e � J O � C Z P n '� �— --- — D . f . � ', f3x8' s � 36 '� – — -- ---� � ° � O .� � � r� � o s o `� `� �� `� ��1 ��� , a ' , o t� �, � � _ tc�, +G +6` +6 �c��t �• � � i. 0. D F C K `2 ` � � � u i �� ,\' �+s +s \s Y � � � � � v � � 2 – t 3 �4x � � � � � �,� � ---- - --- - - --- 2 LVL (2) _ : 3 i 4x9 , 2 LVL 6: : `\ 1 r �i- - ,_ - - - - --- - �- � �"�' M � r�LYWD . . O. �� 2 �' � °' ( 2) - 1 3/4x � � 11 7 8 LVL `� TvP' N +6' +6' � �..T..� t19 - 3 3 4 `� J � � � , it9' - 4 1 2 ? T \ T . O. PLYWD. �A v > 3 / x �y J � � � � :C_ ; `� � _ �+s "� � � L G�� a .: 2x4 STUDS •- 8x8 � r � `C TYP . �. l0 � 16" � -- � � ^ ? � ap a \ C ' �- . � �� o ^ ' , �'+6. r r� �� 119' - d 1 2 T ''�y \ T . O. PLYWD. � � M � � ' `�' � :� — -- 3 ---- 121 '- 10 1 2 �.�121 '-10 1L'2� 56 � T. O. PLYWD. � � T.'r 0. PLYWD. �� �� � ,y F STEP T. O. � I 1' . S� PLYWD. r.��� - - \2 - ■ �_ � 6 - - - -i'� - � Qp TYP� � � - ��+ t _ �. ','�CONT. 7REuTED 2x12 LrDGER JJ'! 3 ; 4 m x 6 � A O x r,�- TJI BLKG. BTWN. ' !'' EXP . ANCH . � 32 '� STAGGERED � � N I JSTS. � BRG. 'NALL _ � � � c� i� ABOVE I � T : � ; J}�i �� � -r-fi�d-IE�2-w ��- ��� � � '� " '���� - ���t;�i. �-� " <: � u �:r:�. u ��_� 7YV. -_�(n'yi- ' r_4 c� � ;- - � — - 2 � Si � i �� � � � s � � � � � � � � Z a � designed by LRH o drown by MaB , `-' chedcsd br a Y issued m PERMIT 02 /12 /97 �+ f`JORlH � MIDDLE FLOOR FRAMING PLAN s �. �, � � : , ; 4 �� - , � - �� � � FINAL02 /27 /97 f O I (� O . �J L ". I�'V \� l/ I r �� __ n "' � . itJTER10R WUOD STUD BEARtNG WALLS ARE INDICAT _ _ - I ED ON PLAN THUS: _ _ � � 2. POSTS BEIOW ARE INDICATED : � NON – CONTINUOUS POSTS ARE INDICATED : � ~ � 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDiFt 00R OR 3%a" sheet 0 70NGUE AND GROOVE 058 , E :xP t SPaN RnTiNG 20 O. C . G '� 4. ( XXX' – XX") INDICATES ?OP OF BEAM ELEVATIpN , � ^ � • � � �. " L> " ihal � : TES CO�dNECTICfa T'YF � – REF. S1i ���� SCHEUULE- / i � F�../ � �Q ,�/oGMUM'� � /J/�e n.. � ��ir V 4 /" V -.3�. . � i ,.,n���uiifunrn,a;.,. :,�.: �- � '�'� " .; � k� . ,�� `. � � 0� °�t,�� �\/'��� � _ �� �,,�\`-Yn� � � I _ �cnr A � _ � I _ ',/ y �ft� ' 1 \� y ' � , 7 , �. : ;;: , � 'r,� ��� ; � M1 a e S9 o an ( nn SS �`S � � ? v e a� F � � � �{ - � 8 3 '4x 13 ; � 2 G.L. OR 5 3 '4x 15 G. L. � ~ °' ° � O O � Z c w � o � I � � k' Bx8 ' s � 36 " J — - " ' c -- - - - - - -- - - � v' °' � •' I - Ei� TERiOR HEADERS ARE: o 0 7m 3 , • a ( 31 - zx, o' s w/ ( t ) - zxs � o gc°� � C. CECK ryj / TRIMMER AND (t ) - 2x6 j � ��� _ � �� KING STUD EA . SIDE . TW. � � oZ ��m � �` j UNLESS ! JOTED OTHERWISE Y ` a > ` • e - - - -- � � � � I � � � � �'� � � � � o - - -- � RIP 8x8's IN THIS � I � 'x I AREA REF . SECT. � v � �i RI PE 2x 's 16 ' � �' � - �� - � i �� 1 /S9 ` II I i , i�i . . � ' , . W � x30 ' 31 ' 8 1 4 I - � K -- � ' . , ;'JiTyp �� / � ,�J � 2x4 STUDS 1-� - � - - --- , � 16" / ,,� , r� F- -1 � _ f � � r-'� . . . � a i , _ L T 1 ; _ r-� y "� n � 1�1 3 � � iD� TYP . - - � i a . � c' � . ; 1 � � u� r ^ � i u r� _ J U T�. �\� J '.� � _ —, � . � _ 131 ' - 10 1 2 ---- � c;�NT. BM . � ~ - _ `� , 7.�. / ENp "u� /, 129 - 10 1 i 2 � -- - Y T. O. PLYWD . � rT, `r x G • -- _ _ ���� --- � - � � -- �G - - r a y � n _ ` � C r o � �j � — # N '-- _ -- ; � � > ro +5z �`y+ J -r- STEP T. O. � t \ � � � ��! PLYWG , � � St 1 �� ���� ,� � � � SS ,� � - - ,' 6 . + r QQ 1� 1nx3 ? ( 13 ° ' a ; ; !� TYP . 4 DBL. JOIST � � � - � O o - ' ° -- � � �, -� , x � � ; i - -- __ ' � Q i irn ' `J � j L N _ rv �- _ � _; - - / i2i � I ' 3 - 6 /2 S � T.0 PL WD. v � 4" OMI AL ON . S B ; 6 6 - Wt . W1 . W. . F . ~� � CVE 1 4 1 8 VL i6 W 1 1 8" _ LYW . � z cD /" - H � ( � � � � j, t38' - 4 � � \ cri T.�p, pECK - ic, l� Mic 3 � . �'K � . -� � � \ _ � . _. � � ` z -� , a � � _ � � - L � t4 � 22 1 _ ?' - � designed by LRH ' ; o � drawn by MF; B � �. ,. � � x � � _ � chedced by Y • -- r ' i. . F. . issued � �1 i J 01 , � �' � �� � I QCi� iz /� � / Ql �J ' Yr�-. �. J t'� � F� ° � 5,1— M ; MAIN FLOOR FRAMING PLAN s � - :_ - : � � � � — , � _ � � � ` "�� a �� °l ,2' ;9' o , ; o " ► P � ar� NorES : � , n � 139' 0 , T0 SL ? �✓ T P ? . INTERIOR wOOD STUD BEARING WAL�S ARE INDICATED O�J PLAN TyUS: I � � O � � 2 POSTS BELOW ARE INDICATED : � NON - CONTINUOUS POSTS ARE INDICATED: � - O ~ 3. FLOOR SHEATHING IS 3%4" TOP� GUE AND GROOVE APa STURDiFL00R , OR 3 ,'n " sheet � TONGUE AND GROOVE OSB, EXP. 1 SPAN RAti : � ; ? '? `� . 0 0 0 rn 4. ( XY.X' XX" ) IN�ICATES TOP OF BEAM ELEVAT� �' : S � 0 1 `i. " �I " "�� CCA�ES CO�+� IE� TION Tvp= - t� c1 , � � �R SCN i �� '_�� - / ` ` m � � o � � ���� ��� ; [.J �i ,� ms�z� , , �� � ; ; S �S'. - � - ., �9 �, : a . �� . i � `- �� � " ,�i���,�,ium'��,,.���'� c P A F O U � an Z � r � , � � ae a (/I � .ti-. Z P p � ' Q ` I �' O J J � ' I N p N � � � � � m �/ U xp /�•+� \Y�� O Om (j 1 . h � 2x12's � 16", TYP. ` a6 � „ o _ � � � 2x12 � T" UC7UR4L �. i a > C – - – – – -T - - – ' , --r - — --r - ' S' e � ;, � : , ;, , r �� Y o I � i � � i � � i � � � _ c� � 2 A I I I I I � ��, V A � A 3 c� 2 � � — __—_ P'� 4 �� +s +S +6• +6• ! - k6 I --' t :� ' _-- - - 7 , I � � > i � 2 - 1 3 "4x 1 "L ' ' v� `l, _ � SB `� � �' I � r � ��; i YP. � BRG. ;e: . � � � � � . -- �'/�- I I N I',Q ,`Q-J - .. -- -- - --�� ` � �� ' . . . i x S - --- ----- - - ' � _� O � � � �� i ---- , , .. ..l- � . N . c M---� � � - : Q rw . � eRC. � � W' � � � - � — — N � a, +r� � 1---� '� � � � � TYP . w � . �•(. . ; -. , � � � BEAM COL ONNE TION �_ - — ` ` I ~ � AS IN SECT. 3/S8, TYP . � I � � _ - -_ •2 . ' V rLf ,1 I . < � -\ � . �� ` ` �� ; � � ^ � -� - - .� _ � _ -- -� .� — -� - - - � - � �� . EXTERIOR HEADERS ARE: �' GABL TRU ES � 24" `r � - SKY'LIGH1 — ' � " OPENING I r � � 3) - 2x10's W/ (t ) - 2x6 � � � u � cv I � :� i -- - (o - TRIMMER AND ( 1 � - 2x6 � w ��� �OC cv I i � �� �l`� �, cxi i `L+� �..� � , Kirvc SrUD EA. SiDE, rva. �� � � - � �- � � — -, � � ' I �y � � ���y U � lLtSS NOTED CTHERWISE � +6 � t � � I � � � i � � � I 6 ! ~ I I ! � I - ' r l � I - i - - - >- -- - I l - 2 1 � . TS 4x4x '4 w � . � . . . � � ' �. � �� . � - - ` HORIZ. MULL� ON . � � I � � � I � i � � i - '��� �q� I � � � ja -- f s! �� � +6 C�VER R�M � -_ � _. � � — ��: � � 1 � � � �� � � � � � � � � � � ��� �*� � � � � � � � I I � � � � �r � � )9 � - � I � � � � L;' � I I �C'; -� - , ;v - -- — �- - - - ., 4 � � �� { � � _ '_ � r 2x17 � < C� 24 �, J � N :L� 1.6' � ��.� �� �YP . `_ � t� TYP. � " i o �� � ! a � QQ , � - � �i i N - S8 � � � � � � N � � o - - -- o � � 4 w � � w TYP. � BR � . _ ~ �RH � v� l -- �- : � ~ - cn O� [ n<' . designed Dy � o , � � w GAB E U 5 24" � � � VQ • �.�> •, drawn by M �,B " ~ °� \ rcr ~ `O�`, '��E' chedced by .) Q i � �� � � , ii , ,� a �� ¢ � . � ix9ued � � 3 � � � � � � / � PII�PMI '02 /2 ; 9 � 1 � , ° � � � � � i A � I . � � ; .:{ o � • I ! ti'�O � v :i � T .H a � G� �" � -- ROOF FRAMING PLAN '? Q � � CALE : 1 i4 " — 1 ' — O " a �� � `` 3 ` ' 3 '4 ' 1a Lv � - - PLAI ! NOTES : � ;'� ' G 4 H � _ � Y � � �s ' � 1 . INTERIOR WOOD STUD BEARING 'VJALLS ARE INDICATED ON PLAN THUS: ' = = _ - ��t � ° . . . � �s :�� 3 o �+6, 2*6 ��, 2 POSTS BELOW ARE INDICATED� � NON - CONTINUOUS POSTS ARE INDICATED � ° � S4 3 3. ROOF SHEATHING IS 5/B" APA RATED SHEATHING, EXP. 1 , SPAN RATiNG 4C :- .. . � 0 i fO 4. " Q " INDICATES CONNECTION TYPE - REF. Sti FOR SCHF_DUl f � ���a,,,,.�� y ¢ ��� .;� 0 a U : :iy;���_ . - - . � . . . : . . . �. .. . .. : ,-. . . � e _� b : . . . ., . . . :s:. �� _ . . �� . . . . . _ _ _ - _ ' __S . _ , _ " _. a1 _ . _ ' _ �._ _ . _ ___ . . _ . _ _ " __ _ _ _ ' " ' _ . _.-.' _ _" '_ .. _". _ __ —. _. .. _ ...�._ i._ "_ ' " _ _ ' —_ " _ _" _ _ "_. r1 . " _ _ . . _L : , �-" " "" " " �' . . . . . _ �.. S�___ .-.-. 1G+.. - � � �_ . :t _ . . -�[� � . _ , . r,.y� o _ _ _ � . , - .. . �5 : , . FI E- � 7 I�, 1, �� P���' ' i ��. I I Q� . � , li � - MULiIPLt SiUD COLU �A ' i - � REF. SHEET S2. I , �� � ; ,,,�JD��_' ` ` ' �- 16d DRIVE PWS � 16" O. C. 2x6 STUDS � 16" W/ - �- � � ' i ,'2" LTWT. CONC. TOPPIP� G -� ! / t�� CONT. TREATED 2x6 f�' 1 /2" PLYWD. OR OSB � _ � � ,� x , � ^ { ;� 5 � G ;�•• cP - - - -� - �� - - - - - - - - SHEATHWG � i ���i ^, Ohd i_ TR � A1E! � 2x6 N e n , o w � 111 ' - lO 1 7 v � p � � ° ° • , � T. O. SLAB � • - -- - -- 112 ' - 0 _� Z i i h ' � � ° . � r r_ w o � a a • � � r,f� I • ( t14' - G � SirE . l � a °n < �a' � ♦ d� � • i .!" � _ _ . -- ___ _ I �,1�. Z [ O�vla ° . ' � .. p ` L �" O REF . SPREAD -� 'f� ' • � • � . � s j ° FOOTING SCHED . ": , " • • � _,�f, I N � � � SNEET S1 , FOR � - � � " o e � o REINF. E0. EG. o � � �- i ; 2 " Ea:P . MF ;''" TYF _ U o � o U �� / � ] � REF. SCHED. "� c� �- I ° ;� � 1 1 /2" LTWT. CONC . �C��=� OII ; � f�1� � a > li � I - � - -- - 109 ' - 2 1 2 , � e y` ' � ,;ER ' . s� ' -- - - - ' T. O. SLAB 5 SCALE : 3 'a " = 1 ' - 0 " o � ° ' SS . � � r, �tip � ( 111 ' - 10 1 :2 C 5' �+ - ; � i �,:�F.. � �- 2x4 OR 2x6 STUD __ _ � r BEARING WALL �5's CONT. HORI ' , r-, l T , � � 16 " �- 4 " CONC. S!_ 4B �'�1 � � � 16d DR� VE PINS � 16" � ; 1 � f 4" CONC. SLAB /� > > i 2" LTWT. CONC. TOPPRJG �� ° • � - - - - �- - - " - - - - - _ - ` ,° � ll 117 ' - 10 i ;� 2 ( 7 ; - q5 ' s ����, ' HC � � , u . J 'r� x �� � ' " ' � e., ' TA. SLAB � ` J�� & 8G '. _ � � � .. � , � a" _ '� � • � � " �' � � � , � � . Q � O J .{ �� /�°� . , . G ' �, �. a;y- . ' ��. � 5 ' - 0 � r.�� � . `�o�- - -- -- - - - ., ya . C . F . �� s � � �� � _ �� � ` �� — :) 5� C' N! �I � � � , �, ,, ( 2)- #5's CONT, TOP & BOT. � • • i , ^ � - �.,! 1 OPTION 1 4" 0 DRAIN PIPE � , 4 � 4 rT1 -� - r '..�..� � 2x4 OR 2x6 STUC � • _ 4�• � ' i � "":�`- ' � BEARiNG WALI �I`—�- � �I ': � 2 c� � �E . 3 ! 4 ° _ �, .. �- 16d DRIVE PINS � ? 6 " - y � �a" CONC. SLAB -� � � > > /2° LTwT. CONC . TO���ir� G �; - - - - - � - - ����- 1 - - - - - - - - + ii '- 10 1 � 2� � �^� ' ° ' � -� 0 SI � e r:,. ` � � v � ` ' • ' e ! -n, - ?. r � J . e • �. , ' T , .�,i � � � � �� � , w � ,- �� �i� .• � d � . . -� - . & : C � _� I 1 ' - 4" OPTION 2 ��� � � I 4 . 4 ' . , . . _ ,. , . . ' . „ ; i� � - - � '��' . S`_� " � 2 " PL '! JJU . OR GSB ��NEATHING �� �:.�I� .� ' 1 �2" LTW7. CONC. ' ' ` � � � . , �` ' �3 `�� . � iOPPWG � In� Cu'dL TRE:+ TED 2x6 f� � � SEE PLAN T.O. W. 109'- 10 1 2 110' - 0 _� 1 , T. 0. W. eri — — � — — � — � — 2 ' - 0 �T 0 . SLAB ° {� ( 112' - 0 � 5 ^;I . j � z �i � ( ( t11 ' - 10 1 /2 � - � 2 ) - ti5�s x �_ � SIM. ) � ^�i':� � a��'� v <,;�,. designed by LRN �i � .� 01 2' _� �a . � . Z y MAE � I o � 2' - 0 / a V�; � � chedced by � - ' � 2� _ � I I io v� , ^ i _ S E E P LAf d � � /2" EXP. MAT'L, TYP. -� �,a ' issued � ( ? ) - 4s ' s X� — - - - - - - - - r. o. w. � �, _ e o aRicir�c �2 ! 0 � � � 'I � 2 ' - 0 �� � , . , PERMiT 02i� 2i�9i � �`! — _ _ _ � � FINAL 02 !27jg ? � — _� .____` #5 DWL., x � • /j5�s CONT. o �, S� � � LAM - E � T� �.IC F1pRIZ . REINF, z � qg" � I , Q; � � '� F . I ( Z ' - 0 NaST STEP TYP. a i HORIZ. � 16" o a � , � h c� � 2 ' - 0 I ,`;i 6 < �.L,� L I � n �'/, . n ( 2 ) - {�5' s CO^1T . HCRIZ , } � . I � � c� ��. � I 'OP & B0 , �;` , -t<i�` I � � � � ''• �':�r��&¢� ' ; os ' - e—_�_ � � �__ � a � � T. o . . . sneet :�� � SEE PLAN � � � 00 , o - T. O.F-. � �' e '� ���,,,w,,,,,� .. � , : ao � , _ _� , 4, 8.. 4.. _ a ,. o nRAiN PI�a''"r',o � � , —�--- - - , 0 i \ I � I � � . 4�. ¢ � \ SCALE : 7 i2 ° = i . O .. � '�` --- - �` � .. _ o � CI� L �- 3 , C� � �I � Sj c5 � �� . , , , �,,���1N1 II!//ij// �� _ , �,p FE6/,:;!�rJ - . ,y�V R.�,y'� ' -'�� O 2 ��C��°�7'� � • .,, . - • � r, . _ . Y 9v��" � ,. L � _ _ � . ,..E�,�-. - , � ���;�:; � P • V D pN Z � � + � O� O� N O Z P a � � a � w � `o J 0 7 � N P Nv� O � � `—° V ° � m $ � � . �-- Si0 ' +' E '. �iaEEH F� R ARCH . � � o � 1 � � t l Y ` n > , I � 1 /2' m x 10" A.B. ' s � 48" 12" 0 LOG COL. , i Y� ° ' � 1 IN CONT TREATED 2x6 f�' S" BRG. R - � /Zx8x0' - 8 W,i � i 122� - 0 (2 ) - 1 /2" v� x 6 ° EPO � Y � NCH �v ; T. O. W. 7 " MIN . SHIM & r, . � � KNIFE f� 1 /4x6x0' - 8 `fJ t T J ` � NON - SHRINK GROUT, - - - - (1 ) - 3/4" n TNRU - BG' � �` - , � `` , T� - - - - COI� NTERSIPIK & �'L 'JG iF r 1 �. _;�, . . .,��, � :`u Rr � ' vP . � . i; Ci. � ' t- . , .a , ''" ` ! 1 /2� 0 x 10" A.B. 's O 48" ° t �� � ; � � � � _ � �`�� �� �r IN CONT ?REATED 2x6 i� ��"� I I I I ' �r; T. L 4x4x1 /4 W/ � � � 1 1 2" LTWT. CONC. - � ' / �r � r; � r - -`' ��. a , . 2 .. 0 x 4' � XP . ANCH . �° � I I I I � x � _ i � s• - a , 2 . . � - � ( � � --- � � " m co��� � �� �� s , r ��� _ � — — � T. O. PLYWD. i 4•• �4�• 4�� 4 ., 4•. 4 .• �� \ r> • • V 1 1 I I I I— � � - � so �� N�J v � O _ � � ; ;- � i 118' - 2 3 '8 — - ' � � � � - �(, rT� TO. W. � j A � .. � �� �-� ' ��1 y �� � � I I I I � � d � � 71 7 j 8 TJI /15D� � , 6 �• J, � ' � -�-�_ , __ �J � � J L �..� J L �� . '�� � i I� i � � � _,� � SC; h �+ i�_ D FOR RFi "�. i � � • � � 4" 12'. 4" 12 4 �- r�, — — #�' s �r :� T_ �� , �.. � � � M..�..� • a .a � � � _ --- - 3 - � - � �-- - - y5' s COf�aT HOR '� __ � _ � � G „ SCi�. Li� � �. .S /a .� � � � ., . � `�6 � 2xa STUDS � t6" ! ~� . ��s ow�s , `i � ' � � 48" t , ? " EXP. MAT'L. TYP. � I Ii �, " � _ ( 2 ) - k > s C (: ! : " .. �,� - t 1 /2" LTWT. CONC. 7 i v; i ='z �5's VERT _ � t6" �; ; ;;a & G � ; . � = y a ,� :� � , E�,t ttt ' - 101 2 - - - - 1 - - - � - -- - - — �i. Qv��(j - - � designeAby LRH v, '�af.. �: 112' - 0 . MAB ' Z ^ ' T. O. SLAB d . • • drawn by o . d`'.� .- , " - - . . . T.O. F, . e ' � � � , h � . _ i , a � , . 5.. a chxked by � //5 DWLS x I � -- �,. ;_� `, " � a8" �, � � issued � 6.� \� a . � q ' 8^ ! q ^ � 4" 0 DRalr; PIPE � �R� CING 02 /07i97 (2) - �5's CONT. HORIZ 5 DWLS x - � � , � , # � ,,��� , # t PERMIT 02 /12 /97 m T P dc BOT. � � , / , ' � . _ 4.. � 48' � • MID - HT. � i . � a 0 � 6 IlAL 02 /27 /9 � t /2� EXP. MAT'L, TYP . � \, � � % 1 1 /2" LTw , . . o `.. ' . - � � � ; " '� ,� 1 1 /2� ITWT. CO�; C . --, \ � - - ,' � '` � - � 1 �9' - 2 1 2 \\ � e � 2 5's CONT. HORI �. �� a - - ` � C a� � t � ) - # o - � T�P & 80T. � , e � ,�' T. C. SLAB _ \ � ° � a 108' - 10 1 ,/2 � 108' - 10 1 v � . • , - -i�! � �2 ' a �� j` �� � , �.��, �_ T_ o. �-. ~ a ,,t °J sheet T. O. F . "�- '�' � ,iR„�4• . I � i � a � � arJ i . � _—� O � ,. � � � �• p �--L--,•, i 4., 8.. 4 ., '} �� /� T�(p�M�R,r✓rt�- °' ��� 4" 8" 4" 3 ' — G t ,� 2 " , � � II � ���/C• � � � ; i i . - — -- _ __ —_�l� . .� — _� � 4 ,. _ �" 0 4..� m � Q 3 � SCALE� 3 ;�'4 ° = 1 � - C �� ! SC � �� � i , �c .. _ . �. ., 0 � S6 SE, a i U � 4" NOM. CONC. SLAB W/ 6x6 - W1 . 4xW7 . 4 W. W.f. 2-- � o ON WATERPROOF MEMBRANE OP� 1 1 /8" �J4 DWLS x I � PLYWp. � 24'� cv • \� �. � 139 � - 0 ,: pF\ a � - . � � � (5) -8d fJAILS INTG tA. I 1 --- � �. SLAB � -� r, � . ` .. � u :: � S�OPE TO DRAIN SLOPE TO DRAIrd BLKG. PANEL, TYP. � . I 2x6 ST�DS � i6" 'N; � - -- � _ --_ : _J � - i /2" PLYWD. OR OSB ' I SHEATHING 138' - 6 7 2 ' ° a a�;-,. � �*,.s -. _ CONT. TREATED 2x12 TA. PLYWD. �'_-� ri` S„ ° t� '�� : 1 /2" 0 x 10" A. B. � s � 48" 138 � - 1 , .'g ` t :' i=� ,�r LEDGER W % 3 /4" 0 x 6" /— IN CONT, iREATED 2x10 �? - - - - — �'- EXP. 4tuCH . � 32 " � �E�1TYP . ' � � � u W � � 131 ' - 8 � '4 � , � i2,. � rvrr. cor� c . \ � r.o. w. `�' ` ° ( 129� - 8 1 /4 � SIM . j d ° "q' n 13 � ' - i . g U � a � � 131 ' -10 1 /2 . � / 1 3/4x11 7/8 LVL � 16�' . • i Q ., . - .�� � ? a g � � r - - � - - � � � T. O. PLYWD. - o a � ( 129'- 10 1 /2 � SIM. ) a � P ot - - - 131 ' - 4 �� 1 /2" m x t0" A. B. 's � 48" Z c �w 1 a � a T.O. SLAB Y IN CONT. TREATED dx6 I� , I I I ( F � • J _ r� ' 1 . . . e i �JO SLAB � SIM > ,, I I I I �, P N . a , o � � . � � .�- . � � , i Z � � n a . , �. '. 1 r • � � � y.... � � � Q O � p 11 7/8 TJI �15DF � i 6'� � < � r I o o ° �4's � 16�� EA. WAY i I I I I � a ) - #5 C� � ' l � �/� « m -� i TJI BLKG. PANELS � 24 " , :, \\ ' I I I OF COU " , rFRrO�� �y ` a > IN FiRST JST. SPACE, ?YP . � � � 1 ,/2 " SLATE IN MUD BED � � � � � � � Y e \ � % f - /f�5� s i; nNl . HJRI 'L . � ° � � � ( ___ __ — \ • �;, �_ - dl , i 'N ` . 1 !1 ' liA, � '✓Ef � ' � � � � � . . ._ .. . . . . . _ _ _—. . . _ _ _ Y .: Pr ., C4 E �� � � � � � � �..� � � 5� I I I I � (s) - sd Nai�s �Nro E %, . — I I I I � - B�K�. PA�E�, �. � ` L _ _ L _ - ll W \ � - - - - - �_ �,�_�_ � CONT. TREATED 2x12 ��'� � LEDGER W/ 3/4" 0 x 6'" \ �� — .— — ENP. ANCH . � 32�� �� � ~� � _ �..� � � �..�.. V 1 i ' 7 ., i_ �VvT. ;;OfdC . - b �1:' s VERT. � 12 " ---_ I �� I I r , � �- � 121 ' - 10 1 2 - -- - - o _ Lj - - ,� i_ TFR �•iATc DOwF ! ^ ' T. O. PLYWD. - - _ - _ • " I I __— �1 I l_ F GS , S"r E f'� AN f 1� . ( 119' - 4 l /2 O SIM. � a �5' S CONT. HORIZ. —� . '��r� _ � � , 6 �� � � � =- L - - ll r � ' . B°CKF LL `J I i I I � � I I II � % �i �JiSHED GRADE - � � 11 7/8 TJI/15DF O 16" � / j � 125' -0 MIN . \ ' " I I I I TJi B�KG. PAr�ELS � 24" � • #S DWlS x � rT, IN FIRST JS -. SPACE. TYP � 12" 1 , � — — � — — � �■V■� e5"' J .� � N ac �-- . . .. l.C'' . . . -+ vRl :_ . `' I I I �� ' `�[ . 1 � - 4 � ` -� ' ' �, I I /� I ( 2) - #5's CONT. HORIZ - � _ _ � _ L � � TOP & BOL � � ?� �_. � � . '�RT � , � .� � � #5's � 12° EA. " .. � ��` �- � II I� ° WAY, BOT. • a I I II II ~ P � 2' — Ox1 ' - 0 FTG. KEY � � � a ° L _ _ � _ _ � ( '11 #�, DwLS x �� � .. � SOUTH WALL OF �� T� ;�, �; , a GARAGE w/ 1 �, I I II II �- . #5 DWLS x 2' - 6 6 ,� � � 24" & �O � " j �5 DWLS x I � -- - -- a p�5 ' s VER T. ' � 12" (1 ) - #5 CON� �;, 1 \� `\ I I I) (I �y � b LRH Z � 6� Ia � • � TOP & BOT. , I �Q� b MAB ` I 1 '' �9^ Y � - - 4- - - N-N o J � Y � � -4 "�— . ' , a • T O. F. -� �� � checked by Y � � e� I � /2" EXP. nnaT'� . TY� . ° • ' � � �, #5's GONi. HORi � . � 8" - � �' ' ' I _ _ — j — � I — RE � NF. BUTiRF�s ; f;, . PRICIrJG 02i07' , '9 ? � - - - - - ' � ' � W ,: �5' s �y � �" Eq _ PERMIT 02/12 ,` 9% ^ 1 1 2° 1 TW7. CONC. I I WC,Y, B l-_ , ? Y'r. ci �lA� 02 /27 i 9 ' a i � • i � (2 ) - (�5's CONT. NORI �. � n b; ' ? t ' - 10 1 2 - - - - - e TOP & BOT. � ' i ��i, (id9'SZAB /2 � SiFd . ) � � , � • • � . 111 ' - 6 t !2 0 � ge ' i a , T.O.F. � a ,� o ^'� ° . a , , y, ( 108' -10 1 /2 � SIM . ) , � i . a . L , a f ' • � I d • � 4" m DRAIN PIPE � ,• � sheet 0 o � . .� � . _ � .. � � _ p�� � �„ � , _ � . � , _ � � �. 4.. , � �� 1 ' - 7 ' � 0 �t5's � 12" EA. WAY, BOT. ;�� ��a�,�. m U o� � � _ � - , C��° '� s � �-- - — - -- � - - - 3 r- ---- -.� Z - 3 � n, � � ra �_E: 3 'a " = i ' - 0 " � SCnLE : 3 � » " _ � ' - �, .' 0 U S �� < / F � C. �.. �:�: T.H BLKG. oc . JELS .�^� E4 ;,- - v "- - �•. , � �...,\ . . . � ;-�1 =- � � � �2" I.NVT. CONC. TOPPING -- �� „ '�� - 4,- 121 '- 10 1 2 � �— RIM BOARD ���_ ,•aF,��` . �" T. O. PL•YWD. — - --- - I . �c\ ;� , ,� r�, . - 1 N ' � ���� �� . i 1W?. . . .. lvPR � lG �� ;. , i � � �� � OVERFRAMED STAIRS �,° � � i � REF. ARCH . FOR INFO � 121 ' - 10 1 2 � t -�-- � ` - - �' 1 7 /2" L1WT. CONC. TOPPING , �- - - - - --- - - --- � . 'J. N� YWI7 . p ,� `�, �i RIM BOARD - - �� I o M � v a 'O - -� I 3 v aa a :.� t t 7 /8 TJI/15DF � 16" = - - - � � � � � � y � — - - N o Q� 2x6 CRIPPLE WALL ~ o ° � fi , 2x6 CRIPPLE WALL —� 119 - 4 � 2 11 7/B TJI / 15DF � 16" Q L w i, — T. O. PLYWD. � o �. � 1 1 2" LTWT. CONC. TOPPING J -. � ( 2) - 1 3/4x11 7/8 L`✓L Z � ^ � E:c � � � � �1 b � 119' - 4 t 2 . � T. O. PLYWD. T�O. rsM . � C ° mS : \ TJI BLKG. PANELS � BRG. -'� i � o � QD TYP. � � a > � ' :. \'� 11 '/8 TJI/15DF O 16 " ' Y m � .� .� : . 1� \ � Jf` � 2x4 STUD BRG. waLL / . M 11 7/8 TJIj15DF � 16" J � r ` 6 � " � � E : 3 �� � ,. _ , � „ NOTCH LI�G AROUND HEAM t S � � ' ATTACH W;' ( 2}- 3/4" d x 8'� LAGS COUNTERSINK & � PLUG IF REQUIRED , . . � _ _ �� W '. ::OhC . �-OPPi �: G -� - RiN B� FRD �^ LOG POST ` 13i ' - 10 1 2 � � ; �r�, p�y� / OVERfRAMED STAIRS r -� F, � REF. ARCH . FOR tNFO w �" - - - - 3 SCALE : 3i4 �� = 1 � - 0 �� � � � � � t � ��Z ° L � J�� I . uJI � C. TJF � I^IG S8 i — 2x12 �OOKOUTS SISTERED � ° ' � - - _ _ � ONTO TRUSSES W/ ( 2 ) M""�� �F � 12 ROWS 16d NAILS � 6" r ^ ;, ` ; � , � V1 11 7/8 TJt/15DF � 16° J � ' I � 129 ' - 10 i 2 ' � ' NqTE: rT� w Y j' T. O. PLYWD. � ' � TRUSS MANUFACTURFR ' ,� I••�•'� ,�' ` � �` � 2x6 CRIPPLE WALL OR —� + Qp TYP. \ ` � � '\ STICKHFRAMED E � � � „ � 2x12 BLKG !1 �'� � � ' �. .' ' � � _ - �; � � � � � ( 2) - ? 3j�4x11 � /8 I ,2L _ � 11 7/8 TJI /15DF � 16" I� � �E� � R ': F! . �C' � ( T.0_ BM = ', L9 � - 9 z q ; '� � _. � . , C-t � '.- � �� � 5 c �. � _ r_ : 3 : 4 �' > ' 0 " GABIE TRUSSES � 24" r', S5 w r: ` � r ' = . ^ ' s � 3h " - � � J = � � � 4_ 2x10 BLKG. BTWN , —� i TRUSSES � BRG. � ' \ _ 3/4" o x t2' �AGS ` ) INTO EA. Sx8 � v `(' 2x6 STUDS � 16" Wj � ��' - � �� �� � SHEA HINGD . OR OSB :tr� K i �{ � 12" m LC� COL. 2 S � � L � : > a ., - - �: .. �� � ` ----� II– – – - s8 � II - - - � II � � � � ° � ° i ! _ p p I s , �; !-, . � o i o� ' I ~ I I \ � LRH 4 u�i --- �--r- - - - - - - designed by , o ( 3) - 1 " m THREADED RODS sE �a� yy MAQ r � COUNTERSINK & PLUG IF � ',� ��� by �'" z RE �. °� AN �OP QEAM SiZE - I DESIRED �„ � ' Y � � . issued �' r 4. � \ � , PERMiT 02 /t2 /97 ;}� '" � � � , FINAL 02 /27 /97 � Sx�'s � 36" - . � \ �. , <. -. f L � r-- 12" m LOG COL � U I �a ° , II II 2x12 RAFTERS ��- - - SEt � RC � . �OR �, � ; 11 I I � 16" , � .• � - - - - FASC� A v� i � �. i � d � � � �a.. � o II � II 2x10 BLKG. BTWN . ��t _ - - - - . RAFTERS � BRG. � o II I ` o II II ( 3� _ � " p THREADED RODS 2x6 STUDS � 16 " W/ m II COUNTERSINK & PIUG IF 1 /2" PLYWD. OR OSB 3 L DESIRED SHEATHItJG , , � �'O�O���r S S o /J,J _ . Qy i ��.�- m /�. Q REF. PLAN FOR BEAM SIZE � � SCALE: 3i4 .. - 1 ' � ,. � S �. -; LE : 3 :' 4 .' - � .. � % 58 58 � U i � ' � r. I i . � �_ � � � � � 5�� - 6 _ _ _ . T. O. RIDGE St C _ ; , _ •; 2x72 RIDGE BOARD - ^� . � � o, ,� o c , � _ . � r�rn . „` � \ 12 � � � �� i � 2x12 RAFTERS b � � � �. � . � 0 � 16" � ' ' $ � % � V D � � � " �� � � iw . i r- PLi:. T� � ? N 0 mw i / Z p q� f � � PLATE k2 6 _ / ��� / � � J � / � a � O . . � N C � . 8 3/4x9 G. L . `� z ° n '� • \ [ n �o � �� • �. PLATE #1 ' , � o • � � 0 / • i � • � � � • � � � \.�\ 0 � � ' • • � � � � � � � mJ . • • • '` > � \ � U O � d > _ . . ' .` � � �� i � \ Y • o . • % Y . � • . , , , \ ;, J. 144� - 9 SY � 8 3/4x16 1 /2 G.L. � ; ' _= � � ; a 8 3/4x16 1 /2 G. L � � Y �rT . O. TOP PLATE „ , . . , I � BEYONO ' � I� ' � r l ' � 0 = � w 11 ; � _� � II �+ 143' - 8 3 4 J 3 3/4" � TNkU - BOLTS, TvP � � '+ � � T. O. TOP PLATE 2 -� I I rOR iRUSS BRG. / � = J � _ � I � 3/4" m x 9" LAG I °� \ / � � _ � CONL 8 3 /4xtG 1 /2 G. L NOTE: 8 3/4x10 1 ;2 �- L. — � � � � - _ HALF TRUSSES NOT `�— ( 2)- 3/4 " m x 12" LAGS SHOWN FOR CLARITY = � COUNTERSINK & PLUG IF 8 3/4x9 G L � - DESIRED M""�I - = � f----- - (3) - 3%4" o x 72 " LAGS = V 1 COUNTERSIP�K & PLUG IF r , �^r, - -- DESIRED W -. . �5) - 2x6 � ° ' , i 29. 6 .' � - , - - -- - - -- - - � W 2 TRUSS i SCA. LE: ;' 2 " _ �" � � S9 r l � � 3/4" m x 12" �� LAGS WTO EA. 1 1 i2° LTWL CONC. � <, � sx$ 4" NOM . CONC. SLAB TOPPING 2x6 STUDS � 16" Wj � ON WATERPROOF TJI BLKG. PANELS � 24" A t,; tj2�� PLYWD. OR OSB � MEMBRAP�E ON 1 1 /8�� . � '-' SHEATHING PLrWD . ON 1 3 /4x11 7 /8 � IN FIRST JOIST SPACE � a SLOPE TO DRAiP� DO NOT OVERCUT � L �i. ' s � 16" � 8x8's � 36" . ' � / des' ned b � � Lr�N � 0 138' - 4 _ d • 138' - 6 t _�2 � � 3�4" m x 12" z 11 7/8 TJI/15DF � 16" drawn by y MAB " T. O. DECK " -`a!`'= � T. O. PLY'Np�- / LAGS INTO EA. � PACK WEB SOLID AND chedced b � 8x8 ATTACH W 3 4" 0 y Y �� � �;� TYP V � � � 131 '- 10 1 2 I � THRU - BOLTS � 16 �� T. O. PLYWD. issued ^ -- — --- � � f � '✓�_ E�� G. � BRG , TYP . i STAGGERED � 3� - 4 � 131 ' - 8 1 "4 PERM ! T 02 ;12 ;'9 ? a' �� � � ^ \� / COtrT. 2x8 LEi)G�� W / � -- ' �„ _ � T. O. DECK - } T. O. BM . � � - V � — � 3 � t FINAL 02 /2 : i9 ; o � 3/4" 0 THRU - 9U� ? S T 0 BM � II G TYP . Q , � � 6" STAGGF �2Er O � ' II � � �`�-' �� �/: I! WATERPROOF MEMBRANF OVER � --�_ W 14x30 W CONT. N � �X r SOLID 2x4 BIKG. 3/4" PLYWD . ON RIPPED 2x6's � o �- D "tCK BEAAA REF. PLAI� — � BRG. � 16� �0 TOPDRIVE P�NNED � \ � W 14x30 W/ CONT. � yy 14x22 2x6 EXTERIOR WALL � L 8x8's � 36" sheet � 2x6 i� DRIVE PINNED TO TOP FLANGE 0 o DECK BM . REF. PLAN �rn 4' - Q.' � I / � � 'I - --- --- ------ -- � � 6 ' - 6 " ± - 5' -0" t � �.�^�" o � � �� ^ �\ �,� ���� � l ' 1 SC : �_E : 3 !4 " = 1 ' - 0 " _[ _ A , � v 59 SCALE : 3 q ,. - 1 . ,� .. � Q S9 � r:. I - i. i , J . . . . .,�.: , . .. .. . .m . +. _ . . . . . _ � f . , :E:'T.�t^���er�3�-��'I�'zT.�- x" rz� _'y�c . �at. ..a ..�s0.�aa4c ' � " ';�{y :.w' _ ° ' " _ . . _ . . .,} .r . . - ... , ._ ..i . .._ .. . , - . � .. . . . _ ,.. _ � . , . _ �. . � - '. . _ . . . .. . .., . t .. .. . _ . . . .. . _ _ . . � ._ . . . . . . . . . -. ,. . , �'.i` . .. . - _ . - . �:(:.. . .. - . _ _ _ ... . . . . . . . � � _. . , . . _ .. - . . . � � . . . . � F . •P� 1 . r "y- : t . ; �r � . .�,d�. �. ,��!� -�.�I;, v \ " i', C P � wn V o � n � . Z II � '��� ' . �, ���0_ �:z� � m '�rn � . jl_� - � N O 0 0 ' � ��`_` < a a� o o� � J O � � � N � i, Z � � � O � � tr o U x $ � - 0 0 �/*. o S � m m � � o � 0 .. . � ]J• \/��" N _ � ` R � ��� Y � �� a i / '�• � a , = 0 ,,�, . , �'� � � �, W + o ; o o �\ PLATE NOTES: o o � e a/+^ cu+. � � 0 0 � t . ALL PLATES TO BE 1 /4'" A36 STEEL � • o � \^ s + /z' i � N v \ _g1 �� ' � i l /4' t _�4_ 2. ALL BOLTS ARE 3/4' m A307 THRU - BOLTS � / rT� � � i /� 2,_0 � /2 :� � �/+' 2, ° Vz _ r ^ �� o 0 _ . � � ��B r/�� � s, � ° o 0 0 ° , � . . � � ° ° � `"�� � . � o o a o ��� � i� �A 1 E y3 ( 4 - REQUIRf L� SCALE: 3 %4 " = 1 ' - 0 " , �� ° ° o �� rlT,1 L, _ o ° o �'�1 a � o o a N N� �l . . _ 152' �_ � ... � ; �\t � �� � �• � - � 1 � � . 2� _ ; 1 /� / � � ,�/ '' � _ , ' � � � � \ `\ � � � '. �' LATE #1 2 - f1f : C� UIREf • SCALE : 3 / 4 " 1 ' - 0 " w � . � '' � 0 � , _ o . . .. . ... , . . . , ' o _ ` , o V � �N. . • �' � i . %1 . 8 3j4x16 1 /2 G. L. �+ . � � s, / � �� � � � � � '�.\\ TRU $$ �2 � '� =� e � � TRUSS #7 � � . e \, e — � e vi \� � Q 8 J/1' CLR. _ _ � . ' � desgned by LRFI o \ �; � � I drawn by MAB " < '' 4 chedced by z � � - Y \ ISSUCd n � � -- TRUSS (�1 KING POST S+' � �I" B 3�4x9 G. L . PEHMIT 02 /12 /9 / FINAL 02 /27 /97 N '�• \ i � � _ _ 0 o e ��__ � • Qi o o � � � ' � o -lc' � • s • ° N ,\� ' � oO _—O2 _ _ ` ' � � . ' � \Y— 8 3�'1 % � � � / 2 �. �. � \ \ ;�/ .p o ' '�_ " _�� a �� � • ' - - • . t� �' i • • _' _ ' • ' � \l' 6J o • e '' _ ` o -_ y L � O O i�' � ,\� I —_ . \ ,1lfidt � o i i;i t t /n- " � �_ I �- 3 ;" q" a THRU -B01_ i S , TYI' . � -- - m � _ ° "�� S 10 � � o ��� ,� �� m a PL. ATE // 2 � - REQU � RED `iCALE : 3 %4 " - i ' -� O " 1 SGALE : 1 ; � f " - 1 � - 0 �� c�, Si0 a . i � . . . � . . . � � . . _ . . .. V. . } . .. . . . \ `� 1'. � Llii ' C�TIERAL NOTE4 Yntl�di Rridr�ed wnt 1Mi_ CO JOB /8701-a5 ' - � � : � - �T n �.g81d ' � � ; ROOI Li� �op0-- -- - - - - ----'- ' - - ' - - - BO DSf L �raming nOteS: HAtlCFl11MR �a, • �� - . Floor Live Load --- - -- --- - - -- - -- - - -- - - -40 Daf L Exterior � Waus. '� ' � �� �� . ' , Deck live Load— --- -- --------- - - ---- - ------- �00 pef A All exler�ror rolls are 2x6 studs O 16' o.c. [c c maxlm�r� �e�q�, t of 12' - b�. a. Do ro•. :,o:K"I'� aya.� =_ ; � etn,� ��.��g wo;ls � nti�� s�.,PP�rLny e�e�nents ore In pioce anc . , , � . . Boa�c NSno Speed--- - -- - - - - - - -- - 80 mph (E.p. 9) 2�e6 etu0.s O tY o.a to maxknum height of 14'-6' and (2)- 2x6 secorely onchored. or oaeq�ote shaing �s '�nstollea. Concurrent backfnl��g o+ �' -• >e�smic .'!rne- -- - - - - - - - - - - - - - - - - - -- - - - -- - � � ' stuCS O i6' to a muximum heiqht of 1Y-!" �Mess otherrlse notetl. eoch sitic of a retoining wull to final grodes oa indicoted on plon or seclion is � � UBC . O�tlor --- - - - - - - - - - - - - - - - - - - - - -- -- - - - - 799 ' Cap with a double top plote ine}oiled to provide ooerlopping at corners requireC �nless temporory shoring is inslolled. w�d at intdsections wiM other pwiitiana. It overlop is not possib�e, h. Veri}y type ol fill with aoYs enginem ond structurol engineer prior to backfilling . � strop top plotea rith metal strop tie (Simpson ST292 w equiwiml� � �. Floor or root homing memDers must be oiiqned to beor withtn 5 tnches �� p a. Jesiqn of inEividocl and cont�n„ ocs footinqs �s Dasee o� r, �nax'^�.um auo+obie of t�e stuM Deneoth. e � beorin9 Ore55We o� 3400 cs' ( ]eotl i^ad plds !u�l live IccCl C. ProviCe 7/16' N�ck APA roted sh�athiny (plywooG or OSB) roted 24/16. o. All grout beneolh edumn base plate9 and steel beams at beoring shali te non- � � h A. Footinge sna� be v�a�ed on tne now�al �n41eWrDeC soil, or rompocted expp�re 1. at exteYar �ace of extOrior �rdb. &otk ep horizmtal pVnts. shrink, noo— metollic type grouL Crout shWl hove o minimum compressive V � q j sWctural fill, befow �rost Cepth. D. Protide (3)-2a7� heaoer� ow oll door and w4�dow opminga unless strrrgth o+ 2500 pei. ? � �' � a Refer to report /932151s Oy En9ineering Design�orks, Int. for conetruttipn oMerriae fntliwteO. � a �rn re ivne�ts r rain eoJS. VI � W � 9 E. At beam Dearinq tocottons in etud rol�s, pro.+de mulGple-stud posts d. ProviCe continuous toundatim drains around the perlmeter ol WI boaemmt eq�a1 to width ot bea�inq marMer unlpa noted ot�r+�lae. ~ �' � � � wdls anE ot ihe base of retaining rolls. Contoct aoils enqineer for detoils. p, inter�w lood-BeAmy WpIIS: o. StruCtural erection anG Drocin The structurol drawin s iltuetrote the < � �"�� a. Sal conditiors antl !ypes shd� be �ri�ed by o represenla<'ve oi the so�;s A. �nferior lood -bearing wolls ore minimum 2x4 ftuds O 16' o.c. with 1 /2' 9' 9 V- O enginee. o�.:�l�c excovot�on. Report any discreDancies '�om cr :q,�rn Fino •. Gs •. � qws�m wellboara both aides unlesa noted oMerwbe. Cap rith a doub�e ��mp�eteG structure with all Nements in their final positions, properly suDPOrte� j C a!ructuroi rngineer ror rr-evo�uotion o� foundat�on des�.c� . ton pm[e instalieG to onC braceC. The controctor, In the proper sst�uence, shWl Drovide shorinq ond podCe overlopping at comery o�a at IntxsacNOna Drocing as may be repuiretl during constructbn to ochieve tha final com0leted N p r w�m other partitions. If overlapping ie not po»ible, StrOp top p�ates with Z r. '� structure. Contaet atructural engineer for consultation (not in cont�ac[) as C h m ' r�e • oi �6ap tie (SanOSOn ST292 a eduivdatt�. reQUired. - � � � ao 3 ��� �o� a roof frominq memDera must W alyned to Oeor within 5 inehp b. Dimensions: Cheek all tlimenaions ainst orchitecWral drowin s riw to V x �p _. =oncrete design is besed c^ !he �Bu '�d�ry CoOe kr� .: �e^'.e- !a +ca �ein �-.-cec :: ' [na 9tu04 beneath. � 9 p 0 Op Concrete (ACi 3� 6- 95). G Pro��oe (2)- 2.10 neoCers over oll openinga in woll unless noted canstruction. Do not scaie Crawings. � � m b. St�ucturd cmcrete shall have o minimum 28- da com wsive strm tt+ of 3000 C. Construction Dractices' General Contracto� i9 respon9lDk for meon9, methods, �, J y P• 9 ot�errise. te�hniques, sequentts and proce0ures for construction of Nis propct. Notify /� U � � Os�� D. At bernn Deoring IocotWns In atud Molls, provi0e mWBpie-ntud polte iy 7 a � a ConcrMe sOdl be proportioneE usinq Type I cement. AGmixturae Ca+toining equol to widt� of Deoring msmber uNess note0 otherwise. structural engineer o� omiasions or conflicts between the working drawings ano Y ehloride sa�ta sholl not be used. J. Floo• ConsirucCwn: eaisting conditlons. Coordlnote requirements tor mechanical/electrical!plumbing Y penetrotiOns tnrough etruc;u�al elements with the structurW engtneer. Jobsite � d. Cdd weather concreting procedures 9ha11 be Drodded as .ecommended in the A. Proviae 3/4� thick APA rote0 Sturdifloor rote0 20� o.c., tongue anG ea(ely is the sole reaponsib�lity of the contracfor. All methotls used ior ACI Monuat of Concete Pr i , groove. exposure 1 . Glue ond na�7 ponds to oll wpporta. Iretali constrvction shall be in occordance with the latesl edition of the UBC. e. Anchor poits for 6eom md columo beorinq platn shall De ploeed wiN setting sheathiny wif� lon9 Cimerrspn perpendicWOr to joiste ond Md pint5 d. Obswation visits to the jobsite be [he engineer shWl not be construetl os templotes. ��a99r�� inapecUon w oDProwl of construction. f. E�ponsion Dolts shdl be loca[eC ut o minimum o! 6 Ddt diameters kom 8. Provide sd�G blocking Detween floor jpiats at all bearing locatims. e. Though every effort is moGe to provide a complete ond clear set of construc[lo� ' eonerete edge and epoced ot 10 bdt diameters �niess noted otherwbe. &ockinq rtwts�d shdl motch the Roor joist mo(e.ial. Oxuments, discropancies or omisaion9 may otcur. Rdease of these drowinqs r l g AII e�o�aE edges and corners shnll be chamfered 3/4'. �. Roof Conatruction: anticipotes coo0aotion ond continued communicatio� 6etweer contractor, � T ' h. Concrete coveroge !or rNnforcing ateel (ACI 318-95�: A. Prrnada 5/8� thiCk APA yyvoo0 aheothing roted W/20 , e.powre 1 . orchitec '. cnd enqineer to provide the Dest Vossible strurt�.,re. ^ Concrete cast againat and DermanenUy exposed to earth 3' �nstoll sheothinq wit� long dimension perpendiculor to raftcs or trussea Concrete exposed lo earth or weat�er: antl enG pints stagqered. � �'S Dar ar smalle. t -t /2� B. Plyrrpod 9heathinq Shoil De apPlied calYmuou9ly over the v��mUry roof /6 through /78 bar 2' memDere (rotters or truases) Ddow overtraned a�eas to provitle odepuate w UI u+G ctwcn�n c lateral stability. � Cancrete nat ezpoeed to weather or in contact with ground: 2r Floa joist ;o girder, s��.11 e� wa�i pia;e (toenaiij 3 - Bd Slabs, rdts, joisfs (/11 bar and smdler) 3/4" C. ProviEe wind/seiamic und�or supports tor al roof 'pists and trussetl �afters. See naJin echedule. i3eoms, cdumns t - 1 /2' 9 �- jofst to girder, sill or wall p�ote (down thru Dottom chortl) 2- 7Gn D. ProviQe adiA Wocking Cetreen roof roHers, tnlsses ond loo4outs at oll r � � Dearing locotsons. 8�ocking materid shau motM rafte, truas chora, or Sole p1a[e to joist or blocking (face noG) l6d & t6" L T 1 tooko�t maceria. r� a. Detailinq, tobrication ond piacement of relnforcing eted shall be in occordance 5. Wnd Brocing� Top plote tv stud (end nail) 2- 164 � rlih the ACt Manual of Concrete Practice: A. Wolls ovel 6 feet tong which we sheothea wilh q�psum wallDOOrd on . b. Except .here athe.wise noted on the d.awinq�, reintorcing ba.s shoU conform ooth foces hove been designed to resbt wind forcea in accordance with Stutl to sda plote 4-Bd (toe�o�i; ; to ASTM Specification A615- 79 and sholl be minimum gro0e 60 e.cept t�es, Tabie 47-1 (25-I) of the UBC. 2- 16d (entlro��; � , field bmt bars where permitte0 by note on plon, a bars to be wdded, which B. At shea. wdle, sc/ew 1 %2� gypsum rdlDOrnd to ali etuds and to top ond � sholl be g�aQe 40. bottom plotes with /8 x 7 -1 /6' C�ywdl screws ot 7" moximum spaung. Doub�e sWds (face nail) 16d O 24" c At spiicea in concrete, lop bws 36 tl�ameters. At aplices in mG30nry, Ipp bors C. E.teria piy«ood or OSB wo11 eh�otning Is reQu�ree uNeae epecificdly pouDled lop plotes (foce noil) 16d O 16" � !2 diametcs. Da not .eld or use mechonicd splicing devices unless tldeted by eng�neer. _ specif'kouy opproved by engincer. S7RUCiURAL LOG FRAIING Top pbtee, lops anG intersecCwns (foce nail) 2- � 6d r l . d. At comen, moke horizontal Dars continuoua or provide comer bara. Arountl Coolinuoue heoder, two pieces 16d O 16" � opmings ond steps ia concrete, provide (2)-g5'S extmdiag 2�-0" beyond Mge of opening or step. a, Logs hove been designed using Sprute- Pine-Fir de9iqn wlues. This cotegwy along eacn edge � e Eatend reintorcing sted a minimum of 24' thrwgh cdd 'pints. Unless �ndutled Alpine Fir, 9dsam Fir, Block Spruce, Enqelmonn Spr�ce, Jack Pine, specificd!y locatrd on plon or detoils, coordinote cdd 'pint locations with Lodgepole Pine, Red Spruce and While Spruce, If logs of a diHerent species Continuoua heuder to king stud (loMail) 4- Bd ore oDtained, corlact str�ctural engineer fd witability of inemDer sizes er,qmeer. �.,dicated on plart . Ced�ng;noor jofstn. lapa ovaf partltions (face nall) 3- 16a f. We1Ced wiro fobric shoG co� fam tc A>?M Specifcation A - 785 lcp welde0 p Sizes indicotetl on plan refer to the miA-Iength diamater of the log. The smoller rve fabrk a miaimum o� one fuU mes�- D�us lwa incnes. Laps src' � be wirec topere0 ma mvy De 2" lese ir. dimneta tor loge o1 lengtfi 16 leet or more ond Ceiling/floor piets to porol�d rokxp ( toce noil) 3- 16d . toqethec i ' Iesy in Eiametr for logs of larlgth less thun 16 feet Solid-sawn rofter to plate J- Bd toeoalis � e ���� �� ��W� r,. Loqs snall be dried to o mnaimum moisWre contdrt o� 19X pnor to or Simpso�� NS conetruction. 1 a. Excepl whe�e �oted o:he�w�se. cL' 2" nominol iu-nber. except sh.tls, shWl De i-JOisl rCttm to D�ate (down thru botlom chord) 2 - 12tl ) Douqlas Fir-Larcn �y2 w Detter, an0 all sai0 timber oeams a�o Dosts 3' Built-uD come� studs 16d O 24' 'r—, nominnl an0 wider shoil be Douglos Ffr-Larch /2. c. Logs sna��� �e corsiaereG heary !in�oer memben for purposes of tomplionce - - � b. Studa shdl ba Stud graGe and better pouglm Fk-Larch or Hem Fir. Bu,lt- uD beoma (each member to adJacent) 18d O 12' . " ' . �'� w;rn J9C reG�ire�een ;s_ c. Built-up posts shdl comiat of Dougias Fir-�orch a Hem Fir y2 or b¢tter 2X4 or plong eoch edge ', �-�� ��i 27I6 �tud� per pion and ahall be nai�ed togethx W�th 2 rows of l6d naila O 6' S7RUCiURAL dLm LAYWAtED 111ABFR � olong eoch stud. Pip.00d or OSB root/.oll/Hoor sheothing 8d O 6� olong edges '' I W 14X38 W � WE8 � •' d. Top ond Dottom plotas ahall be Douglos Fb-Lwch a. Nem Fir AZ ond better. . Hd O 12' intermediate supports � P�otes ploted directly pi cOnerete wdls or g�pDs sl+oll be pre�wre- treote0 Hem °� �ateriQis. �an� loc! �•er ond p;a��ty ce�trd eho�� be in conformonce with .01iC � PACI(E� $��I� F�� � Produd Sto�dord VS 66-82, Svvcturol Gtued Laminoted Tlmber'. NOTES. � � \ � b. laminoted members shali be fabricated wing Dougla9 Fir with Ne folloring e. Withln floor 'pist spacea beneath adid or built-up edumne noted on plms, 1 . fie nails in this schedule are common Wire or pox noils. if cooler, sinker, or other types of nails �/ dotkmq of orea epuivolenl to cWUmn obove shall be roviEeG. Door or rintlor combination symbds: _ _ _ P 24i-V4 Simple-spon beoms are used, contoct enginee� For requireA spacing and sizes. � - - - i - � 2 � - 1 �� Q 'HREC. � F �i � trimme.e consistinq of o single stu0 do not requke spxiol Nocking In the piet 2. If staples are used, contact engineer tor required s acin ond sizes. � � � �C ? ���JS 2�f-V8 Cmtinuous or can:lever beams P 9 �°Ce" 3 Cdumna 3. Trde schedule indicates minimum requirementa for nailiny. Where specid conditiony axiat, use ' - C Exoapt �a noted othervrise, minimum noiling shall be provided as spatifled in c All memDers sholi pe ArchitecturW [he apxi(ied nafling indcated on lhe plans and tletoBs. - - - - - - - the �NOilinq Sthedule' oa the Arawing9 (UBC ToDle 25- Q). �lppeoranc6 CroOe, Unless ��dicoted �� g. Unlesa noted otherwise, steel connectors such as those monufactureG by tne othuwise by the Arthitaci. _ _ _ _ $impson company sAall be usetl to join rokers, joists or beams to other beams d. Protect membera hom Camuge w expowre to mo�sturo prior to ond during ot flush- fiamed contlitione. Use oll speciiied nails. Connector conditions not CO�������' C���nON SCHEWLE Q p ' U otherwise note6 sholl ut��ze Type U or Type HU hangers o� o size spedreaily e. Atlnesrvea sholl meet the requirement6 for wet condltions of service. s z L Oo not comber iominoted mambers unless inCicCteA on the araw�nqs. Q SIMPSON H5 — . i � �i �-^ dngneC �or the memDer 9upported, a! ahown in the manutocturer's published ` - - o � ,j - 1 �� ^� . H � E. � �) �!) tables. Contact etrucWral eogineer for detoils ae repuireC. Q SIMPSON THA29 � p p " OLS � h. Wood nailer platee inetdled on sted �eams or concrete walte tor top-nonqe ��rn��� ��' � z nongers aholl be riDPed to motch the rftlth of the woil or Deom flange. Nailer Q $IMPSON 11}1J (HIP �ACK SKEWED) W 14 �EAMS � plotes supporting top flonge hongers hom one s�de only sho�l De instolleE flush c. Struc!ur�� stee'. snoll be detaiie0, fubriwted and erected in accwdance with the (� � - - - - - - - � � •iM Ne face of wo�l pr beam Flonge ot the hpnqer locolions. most cu�ent etlitions of AISC Spttifications antl Code of StantlardPraclice. � SIMPSON IUT211 c=n i. 4onufaclured JOi9I9 �all be from on oppro�etl manutacturer ond aholi oe b. Struct�roi stee' roiled shopes, induding plotas and anqles, sho�l be nsne 35. �,q�y�� by LRH o equiwlenl in load-cany'vig copacity and deleclion criterio to TJ 15 or 25 wies Tube shapes aholl be ASThI A500 grode B. Pipes sholl De ASTAA A53 grade B � SIMPSON WP71 I �- Fi ! f- UI r : � � ;";h' �p� by (v1AB U prsts in t�e depths anC spacinqs ind�cated on plan. Provide blocking, brncing, or ASTM A501 . c Tube sha es a•e actual size oa ecified on I Q JL4x4x1 /4x0'-5 1 /2 W � � " �'� '� `- E ehedced b g web sUffmers ond other oc�essories as �equired by the monutocturei. P sp Pan. Pipe aizea indicoted on pian � y Y } �'e�abriwted trussn shdl be designed Dy a Cobrado registered engineer to are nomind (approximate ins�de diameter) and refer to AISC pipe echedule (Z)-3/4" 0 THRU-BOLTS EA. LEC support the fuli deod ond live loods of the .00f, ceiling, and any otha d�meostons. 3�� s� � ��� � d. AII boRs usetl ln sted 6wnln sho�l cm(orm to ASTAA S ecifi�otim A325- � SIMPSON LUS26 r� super7mposed �oads. Web anongement and member torces shall Ge detertnined 9 � 6 the (aDr�catw. Lood durotion facta ia 7.0. Cdw�ations ond sh s drowin s ��or bdts ond bdts used in timber connections moy be AS� A3p7. Bo�t PfRMIT �Lj ' L / g � � Y W 9 � SEE DETAIL BELOW eAalf be submttteC to the orcb!tecl{e�gineer }w review prior to fab�ication. All s�zes eholl De 3/�� diumeta unlu� noted otnerwise. ap Wss- to-tniss connecGms shol! be specified by the truss monufocturp. e. Bdts used in elructural steel froming shull be the break-oft torque indiCating Qj yyp50N LU5410 � � �JQ ` �Z127 /9 � a Tampwcry ond D�*�+�+� laterol bracing of trueses shall be instdled as type. or tapue inspection shull ba provWed as requfred by the Dulding � r required by the trt�ea monufocWrer. inspettw. QJ $IMPSON HU88 I " k. Lamhwted veneer Iumber (LVL) shall hove the following proD�ties: � Typ(cd Iramed beom connectiona sholl conslat of poirs o! i /s" onqlee �sing the � � �� ,i o Flexural sirees- - --- --- -- - --- -- --- -- -2600 pai moximum num�er of Ddts cWled fp in ToD�e 11-A of the AISC MonuCi (ASD � S�MPSON 1U528- 2 � � � � � Modulus of elasticit 1 .800,000 Dai Ninth Edition). y-- -------- ------ O SIMPSON HCUS410 N TMSiOn parolld to qroin---------- -- - 1850 psi 9- E.pansion balte ehall be .edge type : �Hilti, �Rar�`, or "Red Neod� or opproved � ComOress�or. parallel to qroir------- - - -- -- 2460 Dsi eduiwlent with the following minimum embedmmts: � �� - Ul COTpfC991?I DurallN to glue line 1 /2' tliameter- - - - -2-t /2' ,- - STL. BM . � � endicuiar to rain 750 5/8� d�ometa-- - - - 3" � � � � � � �P�C 9 �_ ____ ____ _____ _____ __ __ Dsi � HalzontN shear- - - -- - -- -- -- --- - - -- -285 psi 3/�' d�amete.- - - -- 4. � Nfiere two members are requ��eO, eac� member shall 6e fostened to adpcent h. Adhesive vnchore cdled for on the dro��ngs sholl De glaae copwle ty9e wch i e � � � � members with two rows i60 �aiis spaced 12' o.c. uniess notad. 'M�ere as �Mdly ParoDaiG� of "Hilti HVA� anchor syslems. Minimum emhedments, ` � � � �c three a four members aro required, they shall be fostenetl toqether with two ff �ot specificaiiy ;nd�cated on the drawings, shall be according to the = � _ _ � _ ��t prows oi 1 /2� dlameter thru-Colts 9 24" o.c. unless noted. monufocturer'S 9peciTicat�ons, p _ II i � � i. All wel�ng shall be do�e by an AN5 certified .e�der. 3/16� / � j. DNay paintinq within 3� of fieltl +UAs until wNd are completed. � � � ,/J 1'�/o�iT✓��^�- • � A / � �G S 11 ; � � R - 1 /4x8 1 !2 'N; `ij (6 ) - 3�4 " m Tri !� � - G -� � '"� � BOL TS ,,, o � SCALE' 3 � 4 " = 1 � — Cl .. Q � - ( 2 ) - t 3/4xt1 ? i8 LVL � 11 i �.i . . . . ` �11 .: � .. �. . I ��'� } 1�[.. � I y � � - REF . SECT. Z/S6 FOR t 1 � 2 " SLATE iIL[ ir: ' LOG COL. BRG. INFO. � MUD BED i • _' �°��� , , _ _ _ _ � � ���' � �, � 3� — 6 � ��%/r��� / �-�-{����?�}�+ i - - � � I � I W-Nrl':k-J�iii�+i-�.� [' I i . �T. �. � . ��' 1 1� � � u � �u • Q ' u ue a ` � ♦ �� � � .i * � ' [ �<<. � ¢ S: � � '_ . ; , , . . : I w Wn - � � . . � . /. _ _ � _ i:;:.; ,. _ �j a m '. j/j �� Z � uoe I _ � � m � / � o 4" CONC. SLAB W/ J � � � w ° '� 6x6 - W7 . 4xW1 . a W. W. F. I II) I \-- 3' -Ox3' - Ox � ' i � °i�^ CONC. CAP W ; . � o LIII ( 4 ) - �5 DWLS x ' _ ° N 5 � _ 'I � a N � � o 0 7b , 7 �. O OU p4 � �/1�L5 X � U � � � � , �ES X �'F- - ' '. , .. � � � 1 DRILLED & -- � � d > . EPDXIED � 16 " Y « e � � � ) - #5 � MID - HL - - - - - �? - ' 6 �� :;OhlC_ ;' � ���i �n 1� 36'- 0 � I 136' - 0 � � � ( n ) - x �, ' ., i '�.JL !. Nr. , T. O. �, , . . I . . T. O. W. I I I � � }- — — � — — _ T . ( � 39 ' - 0 � SIM . ) � I I � 1 I I J i i u ° " - . #5' s � 1 6 " E A. WFY � ) u '> D �vLS z o ' \ N ' �I � u ° • I I U I ( • � If4 DWLS x 10" � 24.. '1--� �� �� � 7 .° � DRIVEr1 & EPOxIED �-1 � •— {— — — + — — _ _ I ' - -- - -- 't � (° , I I II I I / r' SLATE TILE IN MUD BED O�v w �> I a • 6" CONC. SLAB W/ q4's � ` _ i _ _ ^ � I 16 ° EA WAY � j [ 1 ( I (I — t33' - 4 t /2 -- - -'i.. r� � ' — - � —rr-' � r--r - _�,--- -- T.O. LANDING � , � � � F'�� � • � — — � — — _ I .:Q. . a :. -- � / t35' 3 C�D S� M . ? z. _o. � ��— (3) - #5s x 6 F � . w�= �" V L . � � fl I • - - - a - - - - - � - - c 'I i �- - � n : ; � - � �. � � � II . � • n _ � 1""'1 �• � . . S , ? _ a , 3, �- , 0 , 2 -- - - - - - - - .- L - - L - - � � , _ - - - . T. O. PLYWD. � � ;� - - � R� _ � a I I II I • ° � STAIRS BEYONU -' .�c _ � ' � o" —� _ " ' I I II _ "1" � ' , 3, �— o � L I � � ` I I b °��:,� B_ o. w_ a. �:�4 � I _ _ _ (2) - #5s cc!vr. , •_ ,- r. c. w. = i3s ' - e I—. � 2 `— — � HORIZ. TOP & -----� T. O. F. := tit ' - 6 � iZi I � r � B �7 I � BOT. ( � � I � REF. SECT 2/S7 FOR 10 I r. 0 W. = 138' - 0 � T.O. W. _ � � 31 ' - B t /4 � --- u LEDGER INFO. Q • � - - - I I T. O. F. = 111 ' - 6 1 /2 I— ��, I ■ ( ` 4 7. O. F . = t11 ' - 6 1 ;'2 I \ �^ ' � ` � _ � I STEP � �"L� — � - -� � �- - - - - - - - ! � -1 - - - - - - - -�k- - - - � 1 . o. F. \ � � p ' p �' � � zr - � o i z - - - - - - - - I �� ` j T. O. PLYWD. - I I II _ - - — - - _ - - � ; , . � � • � - - � - - �� , - - - - '�. _ �- - - - - '� — - - - — 2' - ° �--r 0 STEP ` ` I L f (�5 DWLS x � � ° a'-o- I I II ?. C . 'v�. = 126 - 6 tjJ �;'� _ T. O. F . 'I 'I � 8" � N � � �4 DW�S x 10" � � � z � �- T. U. F. = 17 ". - 6 � j2 131 ' - 6 � � �n cri r�; - - i� � � � EPDXIED � 16 " � �T, U. LAND. �- ' � ¢ I B B , LRH � j � � t6 " m CONC. PIER daigned by U ` 1 - — , �� III� � � % ` \ � drawn by � AB � � � _ _ � _ -}� a ; � � _ . I � � chedced by Y � I � � r.�,� 1 f �r =�� K K �_� I : �y � �, G� _ -� - - -- - -- — issuEd REF. SECT 2/S7 FOR I I II � ° r G `� I — � � � a WALL RE�NF. INFO. . I I .S � � 1 I � RICiPJG 02 /07 /97 ' . � Y v. SLAB � - -. - -- - - - . , � _ _ � _ _ IIII ' . i� 1� _ � 3F , 7 ;'g , - - S12 L ' � 13� - ? � S'. 2 � '' �' ERMIT 02 /12 /97 � � 133' - 4 t ; 2 �' E�INAL 02 /27 /97 t ' - 70 1 2 - a T. O.�— �qNp � T. O. W. = i36 ' - 0 . � 1° T � N � I 1i � _ g �, /7_ � D. F . = i22 - 1 ' 8 , \ Y T. p, �qWD . T. O. W. = 138' - 0 -- �� rn � o �' � � � I I � T O, F. � . �� TEP ',, ,� ;,::-3' � . T. O.F . � N � � ° O � _ � � _ � • • � • � � 1 � � I I • � � � � z:, � _ .. • l ._ . _ - _ _. _ ' � \ ~ — 4 " m DRAW PIPE - - - - - - J 2 I sheet u�, r- , - , o. � ._ � . � . _ , � . ,. ° -- St 2 Q � i i9' - 0 � �T:o-oR� vE S 12 U 3 � / m -- _ , , ., . . .. _. 2 S �� ALt ' 3 - •. � g � 12 � �K-- . _. . .' .�..9V_. . ___. . _ �__ _ - __. —_ _ 8 8• _—�-- _ _ _ - _ ._ __ . _ . 12 _ 7'_ _--_ __,-*_ �[�/� �°�ir'C�M'�' c ��/ i U w o t ° , U �, " ' N � � =ti: O _ : ... . � � � +`r' _ r ^ � V J . �� r , . � . ' - - -- - - -- --- � - � - - - . - - ---- , . , 1� . - - - - - - - - - -. ..-- -- - -- - - ----- n, , ,,���..; � $: $; � + � • i= � i . - . , . _. �.a� - , - '. - . , . � . . ._, __- - _ r\ _ �_ 'jr � ._ _ � �l � ;- � �- / /--- ` +` ' ,� �j a �'^�_ � T � � _ Y�+�1 � � (J N _ ��\. �, - � c�n � � . ��— " — - - � � , _ , - ; o0 i' 3 < - -- - `� o '� — ,�,,. ^� — , w"" 's�� C� � — � ,� r -- —� — O i-� ►� 4 J �� . '� O O , o ,_._., $� � , z � O , � I . . _ _ � o �, ; �.:,.., �, � $. �, , , � v U � � , � �a .. . . �, �, ' , ��.,n:�„�;:,i ..� � � ' � � + � � . _ N 5--� o - _ - - - �+ .� I � o - N � C� �� � :� � r�> � w ' � � , _ , � , _ _ v o � ,.C� _ - - � � ;� w _! �, , , ,_ : _ .� _ . �- � � � � �' ° I� ' • w -#, -- _ - � c� ; - > � i � � � - ' > >C - � r� �, � .` :��° � '� o W ; � � ! ; �' o , � , I kilectrical Legend � Symbol Description w . . gara�;c drx�r opcncr H..� �, y '`` ' - �) -- - flcwr outlet �i - 1 LOWER LEVEL ELECTRIC PLAN �' r�°shh"tt°°— ��n ' "'�� - � ,� : ' . � � _ _ ! Iluur light r� � i — — — f� I 4.1 � E 1 1 / 4 " — 1 � _ - — - - — ,Y; - �.h1us, F�, . Q ;w �y t c. ouUct W . ` "� �� all � �utle[ � " � . ..'r_. .. � Kruun�ied outlet per code �� � � `�" - - � - .r sNitnc�d outict (� � i ,r rccessed can � �i rcilin�; ti �turr .,..+ �.; - sr�m��c � � _ _ t�lephone outlet � _ ,� ; ; section F� Hall s�� itch - � dimmcr s� itch li-1" - 1 ' (� . .. - - -- - --- - - - - _ �: 3 -�ra�' switc'h llatr: Q� :_ : ; 'frack light 1 % 16/�)7 (J Note: Electrical contractor is to ' Re�'isions: �" � I provide design and startup for C($ � complete lighting and power � system including all applicable ,� � code requirements. i � ���,� �,�"`� E 1 � � �------- - - - --- � , y : . _ _ n - . . , „ , , . .. . . ,. , ; : ,. ..�, ' . . , . _ . ,, , , . .. . . , � , . ; .-�. _ . • . . . . . . : � ^`t .` - i_�._ .i a � ' � ` - - - , , . � � . � R�, +S � }. r.. u s r .:1-� t:. .5 i . ! . 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O � � 1 I� I � _ - - _i-' � _—_ � -� ( � � i � � � . . - - p ro Irving rtiom � '� il '� � �� I �io � awiroh - - ^ �F► � (�f � . r � ' ' IU _ __—_ . �— _'— o � atfer ovu t _ i I � _"� � . ` �r- � - . o , � �' i i -�.� ! '� Q � �_ '� - - � - 1 _r � --- � � 4� - . � Q � � _ ' z � O , - _ - �� t' �_ _-- ' w U � �� � � � - - a ; I � � � O � � - 1� _ _ . � �..+ „ � 1 - LL `��, C� � - ,s,r (n '�' � � \ �� � _ � ,� a: � � _ - _ — _ � - ', �' —°'' t� � � � . _ � Lo , — �, 0 3 �- � � - - - �., � � ; � � - - � � w � � � � � � � ' -. .. - � - � ;� � ;�-� .. ; �= - - � � > � � ; � � o � '"" U 1 : , � � _ _ ., - _ - - i � I./') � � ! � � X : r � � � � � � «� � , i "a O I . . � � .. — � � •�A. � I Electricall.egend 1 �, � ' - - _ _ — _ __ _ � � � I Symbol Descript9on , � w _ garage d�x�r opener i F--� -�-� �) ❑oor outict �� � - _ —_ pushbuuon c_himc � � � .� j � flc�or light �j N � �(',l c�hau�t fan _ - - --� F-i n � t.��. outict � ! � �� -. a - - - - w � . _ _ wall � >utlet I _y� � � grounded outlet per code � Q.1 ���� - -- . �. � � sH�itched outlet �� ' � � { �,�� recesse�ci can � I � i - - ! �r ceiling fiature I 1 MIDDLE LEVEL ELECTRICAL PLAN � -- —� � � - sconrc - - - - _ _ .� � tcic�one outlet _j -- -- •'"'� it t wall s�,itch sectio❑ � E2 1 / 4 = 1 # - — - � � � ���� - � � m _ } - - dimmer scitch --- � � --_— � fe 3-waytHitc'h f== — ` , - --- Uate: � . 1�,=�= I'rart light � 1 / 1C�/97 � ; Note: Electrical convactor is to Re� isions: -t", � provide design and startup for ' � ' � complete lighring and power � � system including all applicable •..�i code requirements. = - - - C� , � , ��d,,�,'� ,�,``��-�— � E2 � � L � -- - .. -- - . _ - - � - �. . . . . � - ' . � . . . , � � _ _ � - -- - � . . . �' > .. ., .: . . ._ �. . � �. .x. . . , �. ... . , . . . -, . - : . - � . . . . � . . . . . . . . - - - - `. ._- , . , i - . , � . , � � � � "'�/ -' . i r :f . !. � . 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'�� � I . � 7 � ' / � ry , '�ti" � tile �l� c" 6 '-4 3 ;4" i" u ° � - - - %� �. w � �:". . . . I .-- �. � o �. � p — ° • '� � -- � , to � - . ' � "` p •--� f �\�/� r \ -- r li�ing - - - - ' GJ � � -__� - ` -- �' n-+�va, - N- �- � room --�^ h � L) j � ' -4 „ s „ - � '� Bath Master _ _ _ �✓ cn � ._ � - --- 1 �� , : .. sham oo tile —� CIOS2L O _ _ _ _ N V'1 I - benchl, � 6 N "' , � O � � i � � bA � B2dI00IT1 �"d 1 � cubb p carpet r I � � i � `� p shonver }� . _� . � � 7 , 4„ � � o ' .-� � � � car et _� ' . � -' M . ., ',, � ' I — b; � 14'-3 1 / " L i 4' - 11 ^ , ' � �v _ _ �—�� --- - - - - -- j ,� ' - - - — -- � � — — — � — , �,� ��—�;�, � . � w � Y � �, � � O ' - ` �' C(� � `--� :., � , 6 ft. _ � U .. I � ` 1 � ^' = in whrilpool � p � � � 4 _ �� � �� / � , � �2 ��� indicates y"' .. � `�- x -- - —' � _ _ � i � i — . wffit cd . _ - - ��� � ° � �n ---� - � 15 '-0" o - � - � , �, � I� �.1 �C ' yi__ _ . __ .. _ _ . ' . _ y Mq 3 1 " 6 ' " � ___ _ _ ___ _ _ __ _ _ _ i -vz^ 31 '-0" - - - � - - � � �� � note: fir out _ _ __y ---- -k- srairs co master level � � , 1��-- - � � �- and in master bath � � - �� A�% � are 11 ° treads, and � �� � ; � 7- I /2" riser . ' � sofflts above whirlpool W � and shower and all � vanities on this le� el ~ � •� � � qppROVED BY THE w '� �;�� ' TOWN OF VAIL � �;. PLANi� I �!��, ��;VD bA . ,� "� r � � �—� ENVIRO� P�E�7r�`- `� •-� � � � tiiISSION Q � � 1 MIDDLE LEVEL PLAN �ATr �2 � 2 ? ` T�-__- -_ - . - � ; - -- - - - -- - � �'� A3 - � 1 � 4 � � = 1 � PIAN� ER: � ,.��" p/� � � i �� � _ -_ _ _ � Date: U 2/20/96 � .�.� Re�isions: (� � � ....i --- CCS --- --- - . --- _ . S� I , A3 � , __.� _—� ,.r _ - - - - _ ... . � .. _ �_�� _ _ _..�_� _ _ , _ _ ,u.: _ ._ -. . . � \ / / a A 5 w � O a D D „ m / � . • „ / i ^ � p LOT 14 � / `� � >> � � � � „ E � ae • °° EASE� � � � � � � � � o � , � N �3 �3� ��� ��FFS��� � 1 � � 70 � < _ / � r- ., -��� o - D Y � ' /�� 9Q � � "� � \ � rll� �N � • N �� af-� scv �l_ C /-� {- UL �'"i�!`--.� � � 1 � A-i��J I /J/✓ a � 5' ROPERrY v / — _ HOT TG�B� Cji �h�J7 > � � � � ds 58 �' / / Pi N� SECOND — - - - - - - - T - - - - - - - - - - - - - � o � ms i � � � / I � WOOD DECK I • c ` 5� � TORY �• � WOOD DECK � —. � O � / �/ � > .,: as. o ' I � �,; LOT 18 ' x � / i � � � I � � ms \\ � � I �j i � \ / ' • . ' '�� � � � � N . � �• .. . , .:. - N � , � � 4. ¢ � � • � o � � THREE - STOR Y . WOOD , FRAME 1 t� N W/170CK; EX TER/OR . � : ` o � � \ o ca .� v " w � a; 4 ' `a � ' LOT 17, I � " � � :o •� � Z � \ � ` � ` ;'• 15. o ' � >0, 129 SQUARE FEET 15 4 .. �a -� A 1 r �� � v 0. 233 ACRES � ' 26. 3' + b � \ ° � P���� � � E � 6 0 � LOT 16 ° o , , "' ` '� e�' ! ' � � � � 5 � � � � . N ��iE � r �a, i n, � g c � D � � �;. _. ONCkF, E . ,.AZ,K 1 � � � � - ; � � � P �� ^ _ t � � � . _ . �i � �n �� G � �s4 � � 8 - � (J\ �'l , i �.� . . � W 'o � " � � a (�,� � `a ' �' � , � y� � —` h � d g Z I m nY � � E � ° p � � \ 2�. � � Y � � � � �+ I W tlha ^ s� E € U i Z S G obU . L = 19. 6 � `D o -° �a ° x �eePs N 88ro �iLb L= 31. 7' 4=2� 58 ��6 �� 1 �s � � �6 $ Y R=214. 09 ' � � ' � � € � ' L = 78. 36 ' /V 830p ;5O �� 6 € �� � € / � 6�. 00 ' � � ' $ � � a � -- � a € � € �� a � s S/ERRA � TRA /L ° (5O > a � . o � J 2 O U Z � �o, Z Z � � J � � , , , � Li O �� 4 � w ii F �+.1 J c � � O 5 U' r� � W W Li (7 ,v� Q � U J � 5 :T� � r - � O � Q �� > � � r� O w H 0 c N % DE9GNED BY; � __ __ � GRAPHIC SCALE DFAYMBY: T� u� p1EptED BY: � 10 0 5 l0 20 �0 D.O.F. G � �A 1591ED: 9�03�02 CI Y PflO.ECT N0. ( IN FEET ) 02- 00675 � 1 inch = 10 tt. 0 41 ET N0. a 1 oF 1 =� � vr � 3� GRAPHIC SCALE LC> > 1 � �� 0 5 ,� �� b ( IN FEET ) - - - - - ' 46 , 0�� 1 inr.h = 10 tt. � y / „ E - g \ N �3.3�,00 � � � � + cn L O T 18 i�� �J �/ . \ _ ` ww ` P � � 8� � � / � � 1V " rn � 8081 .55 8081 . 55 rsw' ' 8081 .55 , 8085J5 � �7e�� � ' 8088. 56 + ` BOQ8.55 r��R BU/LD/NG UIVDER CONSTRUCTION � � £LEV. ARE 70 TOP OF FOUNDA AON �_ o � � �-� Z - " � or » � 8085.78 � J � 8091 .54 . , 808$. 54 � BOB8.57 p .y� 8092.15 8097.7 � ' � �g��•.`�8 � _ 90 V c� 8105. 13 81G3.08 8097. 76 � _.__ __ _ _ 8097J6 � _ _ — � � - -- ---- !^ � 1 -- � ;_-� rppyr ,se-�q.�q,� � . .._. W -- -- �V �P zaao' 8103.29 8103. 36 8105.13 00 /V 830050 ` �.y � � ����;r�.a=: / � = 2038 20 '� 66 OD ' � � � R = 214. 09 ' �/ �� --_ �Ip! 3 �! �L�'� T = 39. 63; �/Q/Q� / / 1 � �� �� ,�� �\G;� L = 7B. 36 c ., � � o.00 x 8108.85 / hereby certlfy thot thls Improvement locotlon cert/flcate was prepared {or StewarF Borne & the Town o� �oi/ Bui/dinp Deot. thot it is not o /ond surKny p/ot or imp�ovemenf su��ey p/at, and thal if is not to be re/%d upon lw the estob/i.hment of fence, bui/ding, w other future impro�ment lines. l /urther certify that fhe impro�rnants on the abotis described porcel on th/s dvfe �.fine 29. . 1997 except uti/ity connections, o�e entire/y w/th/n BASIS OF ELEVA TlO/V.• the b���do,�es o! the parce% except as shown, thot thera ore no encroochments upon the desc�ibed premises by improvements on ony odpining premises except ,yH �-»g os indicoted, ond thot there is no opporent evidence cr sign of any easament � rN✓ cuT - aa7s.�a crossing or bu�dening ony part ot soid porce% except os noted. This ce�Uflcate does not constltute a t!t/e search by /nter-Mountain £ngineering to determine ownership or eosements ot record. For oll informotion reqo�ding eose- ments, rightsro/-way or lit/e oJ d, /nter-MOUntoin re/ied upon i��iM� _ -_- - _ ^ � uone . e rmger . . . . . � �ADORESS• e Rcvis �aNS � ;�:•���.�1���.� h.,� P. O. BOX 979 � ** v a�-� r SU/]F /Ol � � � OJ77 NSTCALF ROAO ��'A10��{�W` 1410 ✓ANCE SIREEI' -��� �' `� � � � y,�-. � ✓AV JIXO. B/670 En�n�i�Z�g1+� CAK£�Q3�7J7-O733 � U; a-�� . (a�� = `'��� 97019f9-5072 1 ' a � • � � • 2 6'�6 '^ � = ocw�co sr: rxuECr �w. � /MPROI�EMENT LOCAT/ON CER17FlCATE 9�-oos�s N077CE.� According to Co/orodo /ow yvu must commence = ' ony /ego/ oction bosed upon ony defecl in this sur�y 3.�9 �'�,•• � • �� �,,w w a � /ntno event, moy anyeoc on bosed upon'any defectcin /��/Q/�FJrIIiIpIIL1 �. ���� MM LOT > 7, �AIL �ILLAGE WEST ��25�9� this survey be commenced more than fen years Hom I ��� �� O1b19 °" �`""' U.D.F TOWN OF VA /L 7 ' = f0" lhe date of certillcoflon shown hereon. . `°° °�` � TOWN , EAGLE COUNTY, COLORADD "" "° BK,iPC � �'` � �2C� - SC� oo 3u �� c4 wv�T� � �vS �� O��� — �f}S{�� �l �i c�,J — � LOT 13 i z � � � , 2 � 4 � � or � 4 , � � � , , � � , � i ` y � � qs. �� � $ � EASEMEN1 � � / 1 � � � 1 � � � / I fl 'G . � \ � � � �� E +� riUrY � � � h _ � N �3•30 � �_ �„ L O T 18 � � � o $ \ � ' �b' - - - - � � � i , N \ , �ECOND STORY WOOD DECK 1 m . "� � ' � :v000 DECK I I c � � � i � i � 4E. 0 ' � �jj : �� � / / \ . / � I 1 � � A � •�� � � r T'r-1f?[ E — STORY WOOD —FRAME \ I 0 � •�� �\ ROCK EXTER/OR RlDGE f�fv - �-- 3 1 � � �� \ '+; � � R/OG£ EL£V = 147. B� BOTTOM OF C'C�: ._ �/ � �� L 0 T 16 z L 0 T 17 ` eo rroM oF coco aoaF � � `'� � � *+ / 4. 4 � C �, � � �� � \ � � / 0 1 �' C,+ � \ W I 15. 0 ' 1 D � � � { \ 15. 4 ' i„� � q � p m V � � � � 4. 7' 31. 0 ' � I ... v I Z � h � P�AN� �' ~ \ �, , 3. ��v� � CONCRETE WALK I 1 \ rl ;.t� . ., rODF ap _ J 1 . e `— — w � � ^� Q., � � v� � � / �GARAGE� \ � I � z \ 20. 1 , � 1 --1 \ � J � _ - , \ � = 20 58 '20 " 1 1 N , R = 214. 09 ' N 830psp � �,1, 1 8 � � � T = .39. 63' 66. pp � ` " ' L = 78. 36 ' ��ERR� (�1 S ,,so4j� f �--�,� �� � �5� � 8� 61 ' o '�L. '� 8 �-1 � f�� . � PK NAIL ` " � j" '9 :- O o � � �ti�b 3� .5 � � �_ z � l he�eDy ce�(i�y thct ,r.;s improve�nent iocot�on cer!i(icafe was prepa�ed 'or ;�; = ti BAS/S OF ELEI/A T/ON.� S��o,t Bo��e & the Town o/ �oil Building Dept., thof it is not o /ond su�vey 2 � j Z �� '�• plot or improvement suroey p/at, ond thot it is not to be re/ied upon for the c� � O 1, � CONTROL POINT SET DURI�✓G TOPOGRAPHY SURI/EY BY estob/ishment oJ fence, building, or other future improYement lines. t+.. " '� � V , y - / JONNSON, KUNKEL & ASSOC/ATES, INC., PK NA/L SET lN l fu�ther certily thot the /mp�o�ements on the obo� described porcel o� �, � W � ��aL' ,�� ' 3� 'f I Y ASPHAL T - ELEVATION = 144. 25 � this dote ✓onuory 14, 199B except uti/ity connections ore enlirely within the O � � - - boundo�ies o/ the parce% except os shown, that there ore no encroochmenh; � W � , , \ upon the described premises by improvements on ony odjoining premises, ex�r�� • _ U ���� � I os indicoted, ond that there is no appo�ent evidence o� sign of ony eosemen : � � � crossing ar burdening ony port of said porce% except as noted S ) � llris certiTeote does not eonstitute o title seoreh by /nter-Mounfoin Enginea,;:�o Q I �Z9 � 9a ro determine ownership or easements olrecord. For a// in/ormotion rego�drng - � Q menls, rights-of- woy or tit/e of record, lnte�-Mountoin relied upon fhe Finoi - . . � _ � � ADORESS - 1799 S/ERRA 7RA/L o! ✓ai/ Vllage West, Filing No. 1 _ � � � O - � . . . . �„`.�'L „�o„e a. �„�9�, � . ,.. rv NOAC£� According to Cdorodo !ow you musf commence GRAPHIC SCALE � - - � � ony /ego/ oction based upon ony defecf in this surxy /��b� o.o.f: � within fhree yeors ofter you �rsf disco�er such de/acL �o u s �o m w T /n no event, moy any ocfion 6osed upon ony defect in � � - this surroey be commenced more thon ten yeo�s from - the dote o/ certification shown hereon. 97-OOB7S ( IN F'EET ) i ��n = io rt� 1 OF 1 � LOT 13 � � m � � � LOT 14 � � � � � � I / / I � � a6� �� � � 1 EpSEMEN � i � � i i 1 � � 1 � o � N 73�3�r��M E � n�j1� � � / / � �: �, LOT 18 - � � \ � � 1 0 � , w � � .� \ , - - - - 5 � - - - - --� � � � � � SECOND STORY � N #� \ , � WOOD DECK WOOD DECK I 1 fr� � � ' i , � ---- - _ ---�r------- ----- - - — • �� / i 46. 0" � � I 1 � ��� 1 — �$ � / THREE — ST�R Y WOOD • �-�A 'f � — � � ��� s�r�7Yo��i'�l�oto �oDr- 4: 4' ' 1 � �� �� � iuw aF .sHF,n � r�r,� � � �R�CK E.� �'ER/0!,' Ra�cE F��� v �+ �s �. s ' o � \ �o R%DGE FL£V < f478" - � � 70F' OF COCU f70(�= 152. E' � � .p I � q� L 0 T 16 z L O T 17 N � BOT/'OM OF COl D' ROOF / � 1 CT \ , �t p � 4. 4" � ' ' « \ � 1 C,i �\ �WI � — 150� � I a � � � � \ ' � 154 ' ;,� � ' � h Q — m v � \ �r .�'1 0 ' � � I ^' `} 1 r�.� �O '� ` O,� ` 4 7• ?� � I �o'i \ .' :, . � p�A� e � 8 � � \ �,4 CONCRETE WALK I 1 � � s h �` ° RIL�GE FLEV f� . +53. 3" r i o 0 0 0 � & ` B07TOM � GOL�DOF '�� a0 .�y _ J 1 ° v c � ,.`o '� E o � \ . : . � UI / � uS � c � � E v v, �' : /GARAGE � I� 1 � a �tib ° �� � � m . . ,. � � � '�o � o � ° � � , � / � € '� � � o : o m \ ,� 20. P ' � 1 � � � ° o � ov � yuo° $ oo £ _c. � g 4 tl \ � J I � -- � .� o � c ; Ea ° � o : a ,�, ° .c � � u Z aoe0000 -� \ 1 O o °a o c � °o '��"` o S p m u ' � o .c .. � Z � = 2� 5C7 �2� + ~ „� '�. o£ � .cco � o d � h ' � u R = 214. 09 ' � B3b050 " W � ' � � s � � � a � � � T = 39. 63 ' p • � � e � � � °W�' o ' / . _ , �� O Z O 0 � V p 4 .0 y V � L = 78. .36 � � J � U .orDOO .o � - _ s/ERiQ,q ,Q ^ ° � � & � � R�� � - ��SO ` E' �� 1 /`I �L , _g.�6, . �5p o _ o _ � Q � PK NAIL v " � �A F 2 0 / hens6y certlfy thot th/s knprowvnevrt locotJm cert/Acate was propored hx V 2 � BASIS OF ELEVA TION.• 5���,� B«ne � �he To»� of �09 Budd�g Dept., that /t !s not o ��d 9�,H,,. _ � � p/ot or lmproroment surwy p/ot, ond that /t !s not to be re/!ed upon fw the O O ;T� '' CONTROL POINT SET DURING TOPOGRAPHY SURI/EY BY estob/lshment of fencs, buNdMg, or othx /uturo improHVnent linss � ^ � V ,�, , JOHNSON, KUNKEL & ASSOCIATES, INC., PK NAIL SET lN l lurthx cxtlfy thot the /mp�owments on ths abow descr/bsd porcd on U h � �•-� � ' ASPNAL T — ELEI/A770N = 144. 25 " th/s dote AprN /6, 1998 excaovt uH/!ty connxtlwns oro entlre✓y wlthln the � o a�" � ;r; � boundorles of the porcd, excepf as shown, fhot thero oro no oncroochments � � W W ;� upm tha descrlbed prom/ses by hnprowments m any odJo/ning premJse; exce0vt Z V �� os �rd/coted, ond thot thxs /s no apporent erfdence w slgn of ony easament W Q � a� cross/ng ar burden/ng ony port of so/d paroa✓, excqot os noted. � S � c' 11ils certJRcate does not canstltuts o tltle seorch by lnter-Mountoin EngN�eering n, to detevm/ne ownersh� or eosements of record. Far o/l /nfavmotlon regarding ease- � � p � mants rlghfs-o�way or t/tle of record /nter-Mounto/n re/%d upon the fb�a/ P/ot � � z a AG10R£SS - 1799 S/ERR� 7RA/L of �o// VNloge West, FA7ng No. 1. � � g a� OO � � 1,. ., a � ane , qer . . . . � �� a� � f9 � . � �6 ' 2f, �.� .r � N07JCE.• Acccrd/ng to Cdorodo /ow yvu must commence � �� e� N -- � ony legol oction bosed upon any defect !n thls surwy GRAPHIC SCALE � I �� ILIa �. y � ��q � �� � ` ,�y�v�p�- D.D.F. �� wlthln three yeors ofter y�w Arst d/scorvr such defect. �o o s io zo �o � �j �`' " .' � i ; �^ejAa � /n no evenf, moy any octlon bosed upon ony defect !n � _� Q�,�'i � a thls surroy be commanced more thon ten }vars /ram (��'r '�'"' � the dofe of certlfTcatlon shown hereon. 97- 0081S i � ( IN FEF.'1' � smen �� i m�n = io tt 1 OF 1 � r �:nc,_.c .. . . . t - . . � . . � - . . .. . . � . ,. . . . - - � � . � - , . _ , . , . . . , . . . - - - - . . . � �:. , - . . . . � ' . ' �� � � y �aa - �!��` + " �i � '� �:� �. . .i:' '�'�"r-�. �. 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