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HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 7 LOT 22.pdf P �--� � � �o �, — �o 00 0� N O � V ^ . CI' � J � � � T.O, CHIMNFY � � " EL, 8243'-2 a"(8248.2') - - - RIDGE � ry — — T.O. PI_YWD � � � � EL. 8248'-2 s"(8248.2') Q COPPER PANELS ' PRE-PATINEAD CEDAR .. � � � SHINGLES ,�T.O. C�HIMNEY - � Q EY L. 8241'-8 a"(8241.7 - - — — 1 __ - - - - � >>>: � iI � � �>k� �� � RIDGE - - _ - AS`� - w„ _ - � SNOW GUARDS WINDOW IN EL. 8248'-2 �" Q T.O. PLYWD. - - RIDGE , DORMER �8248.2 � I � _ � - - i W EL. 8237'-8 s"(8237,7 WINDOWS IN - � _ ' I , i, � EL. 8248'-2 °(824$.2' V WINDOW IN WINDOWS IN -- � .�.� " GABLE WINDOWS IN -_ I� � I� � � _ - - wi9 = �-- I ' ' ^� �`� DORMER GABLE �� Z CEDAR - \ COPPER PANELS GABLE � "J3`' - _ _ - � � UPPER LEVEL CEDAR "'38 �� �W3Q W4 \ w� waz�� � - - - - - i SHINGLES � � R - . � P E PATI N EAD � I r , SHINGLES _ � � WD. TRELLIS - - — I� '; I�' I _ E' , _ SNOW GUARDS �'% � - � � I I I I � � i� SNOW GUARDS � �-- ',� wao i�� ��= w c \ �€�� � _ I '� �! I ' I i i I I - - CEDAR - � -- - - r�'i �'' \ - — — � o I / � CEDAR � j -- _ - �� I '' I I - - - -- ....--r'� FASCIA - ��V ' �'�� r., FASCIA i i � ' . - - � � I � i o� � - - - - � - - - - I , i - - - - - - - - � -- �\ � � I - - - � � � _ __ � - C E D A R i wac, i - w i a� - - ' � �i�i� �Jj�'�i��ii� C L w z o I—`�-J - �i� i '' � wu j i �� i - CEDAR BOARD & BATTEN i j 151 W35 _ STONE VENEER _ ' I 1 i _ � \ _ , � WZS I � ■ ' � __ - - - � _ _ _ � BOARD & BATTEN - i 0 z - ioo I _ � i e � � �� - _ �� - I � - � � 0 - � UPPER LEVEL , i I , - ' , , � , - - - � I � , - - , - - - i � : - i I � - - i - - - - - i T.O. PL - - I _ - YWD. - - - � I � � I � - - - - i '� I� ( � �� - � , � - - _ - - L. - E 8219 -7 3 4 i �I v / - i i � - - U P - L WE P ER LEVEL , - 0 R LEVEL i � �' �� I - - I - � I I � ��I � � � — I � - — � � � �j _ 2 � �� E . - �'`�$��3�- I - i i � _ - - i _ _ FLIP WINDOW W12 EL. 8217 3 - � � � i i � 3 � C �� 0 � - • . � AND W1 ND - - - 3A � � � � �7 15 I W W6 i . 0 1 5 C � I ( ~ � �' - - __ I tn THE BEDROOM = - � ' - - - _ � I I I �� - - � � LOWER LEVEL ' ' - � ■..� v T.O. SLAB � � ' I . I I - -- GUARD RAIL: 0 � � � E . /4' -_ -_ -_ - - - _ - — 36" A,F.F, HEIGHT , - - - - - - - - - - - - 4" MIN. PAINTED � '''� STONE - - - _- - STEEL MESH � � .,,._ VENEER - OPENINGS - - " w�sr � N � �--� 3 i�s° = i,-o° 1 SOUTH EL�VATIOIW „� � iis�� = i�-o„ .— 0 I ' I COPPER CAP � �T.O. CHIMNEY _ _ �` — i'll . �T,O. CHIMNEY � �fEL. 8248'-2 s"�8248.2') _= EL. 8248'-2 a" (8248,2') - RIDGE RIDGE T.�WD. — _ - T,O. PLYWD. EL. 8248'-2 s'�(8248.2') _= EL, 8248'-2 "(8248,2') WINDOWS IN CEDAR - - - COPPE PANELS � SHINGLES - PRE-PA INEAD ; COPPER CAP �""'�\� W4`'\ COPPER CAP W�� GABLE wae'� wa� CEDAR � II '� Iil!�,I � '� WINDOW IN FASCIA � '�� DORMER CEDAR - _ T.O. CHIMNEY °, 53 � SNOW GUARDS SHINGLES �� - - �-- _ EL. 8241'-8 °(8241.7') CEDAR �� _ —_ / -�;,� - '� _ \ �� �� �,� - - - _ - - - RIDGE SHINGLES � _ _ _ _ _ � - - - - - - - - - - RIDGE - - - _ ..._ ,_ - - - T.O. PLYWD, - - - T.O. PLYWD. � wz� . ' _ EL. 8237 8 e (8237.7 ) ASDCIA � , i ' � - - � f f ' � I _ _ -- � �� � � �' � � � ! ! EL. 8237'-8 s"(8237.7' � _ _ - �� SNOW GUARDS WINDOWS IN � � `r I ; � �' �!, ' � I � _ - - - w25 - _ � -- - - 'I - CEDAR _ - 0 GABLE - - - - - - - - wae I\ STONE - wze I lo , I I ' w� i i I - - --' I � - � O i � � _ . - � — � � � � - z - F A S C I A - --- __ I � waan\ � _�—� _ j�Ir� ;�� -_. " VENEER _ - _ i ' II I - - _ � _ � II li ' �I 'I � I �I I _ - . �i ' I n CEDAR __ _ _ - �� -�- uI���J�l _ GUARD RAIL: 0 UPPER LEVEL I � ' ' � � _ BOARD & BAT7EN UPPER LEVEL - - , I EL. 8228'-3" -_ - - - - � ' -- - -- - 36" A.F.F. HEIGHT , EL. 8228'- ' - _ ' , '' I ' ' ' - � ,�T.O. PLYWD. - _ - - - - - - � � ' - / w�i - -_ - 4�� MIN, PAINTED 3 I I, _ _ _ _ , � � ,I I i � _ _ W y - _ - - - I isi � wze I �r - - STEEL MESH - �I �� �I �I � - - - - - I � �� � I I I - - - O I _ i �_ � - _ � / _ W28 — r - — � i i � i l i} �i I i �I i i i I ._. . - VJ3( W3b I — - . � O - . OPENINGS � i - - �- az � �+, - I i � w , � - - I � � - - _ � _ � � - - � - _ � � - -- - � � � - - I z � ', - — ; , ! _ ', � � � � I - i i l I � _ . � ' , ! ! i i i � , ! - - -_ , o v � � - � �i 3 ' �I _ � I I� I I I� I I I I i z I i _ � STONE - - - ' � wz _ - - -- _ UPPER LEVEL VJ3 �I oi� � -- - i, � I I li 'i � ; ' I ooe j VENEER - - - - - '� - - I _ T.O. PLYWD. _ O - - - '� � � ' � B I , I UPPER LEVEL � „� O LOWER LEVEL - ' \ - i - - - - - EL, 8219'-7 3/4" 'i ; � - _ - _ - ' � � ' �� � � � I � - _ - T.O. PLYWD, � p � _ _ � � � � � �i i I I i i - _ _ _ LOWER LEVEL - _ i � - - - , �, _ EL, 8219 7 3/4 � `„�,� � � - - - - , T - � � — — .O S AB T ' ' i � � , ' � � � � - � , � - o-- O i ^. , , � i T EL, 8217 - I - �T,O, SLAB 3 � _ � � � � - - �.n , = W..a - - �� � , � � - - � � � �� - _ 0� � - - - - -- _ - - - - - �� - - -- - �D ; � 00 - �� - - � � � � 1 ` w� - / � - OMIT WINDOW - - - - -_ , - - - - 0 AR I i - - - - - C� G U D RA L: i _ wio � � _ � - - - - - - � _ (� - _ thB - - - E� - - - Wil - - ., u - - � 9 _ _ � WI3 - - - - - ' - � I - II I I W VJS W6 " - - - 2 — " - - — - _ , 3G A.F.F. HE - I - _ IGHT - I i I li � _ � - _ ....e O - � y - STONE � � � _ - o� - - - � � I s i - \ / - - ' ',�' - �� e - / - � . I � E11 � li _ i � . _ i 4 MIN. PAINTED - - - I ' VENEER � � I � � - - — � - � - _ - � - - - — - i STEEL MESH � - - - � N - LOWER LEVEL � - - � - - � ��� , , � - - � �� _ - - - i _ T.O. SLAB _ - - - ENIN II� � � �� � OP G — � s '� ' � � '' I'�I� ` � � — _ I — - - EL, - - � � � - - - - - _ _ - - - _ _ _ - _ - � LOWER LE . � . - - - - - - - - _ - _ - _ - _ - _ - - - - - - - T,O. SLAB� i � �� STONE _ - - - - / � - -- - _ - FLIP WINDOW W12 � �-------- I - _ _ _ _ � _ - - - VENEER - _ - _ - . , _ _ _ - AND W13 3 i � � - - - _ ACCE55 DOOR '��� TO CRAWL SPACE 4 EAST ELEVATION NORTH EL�V�TION i�s�� = i�-o�� 2 i�a�� = i�-o,� PROJECT : 2403 DRAWN BY : DATE : 01.08.04 REVISIONS : 01.21.04 01.25.05 QQ 03.14.OS EXTERIOR MATERIALS C.D. �2 04.19.05 SIDING: LAP CEDAR BOARD& BATTEN CHANGES TO APPROVED PIANS � O$.Zb.OS COPPER PANELS PRE-PATINAED STONE V�NEER: DRY STACK TELLURIDE GOLD RANDOM FASCIA; CEDAR-2 PART SOFFIT; T&G CEDAR �31/�I� �F- �►A��- ROOF: CEDAR SHINGLES ���E��+ `1 I-�l...�U���� � f�:i�i� �PPF�iC�VA� W�NDOWS: COPPER CIAD PRE-PATINAED FLASHING: COPPER PRE-PATINAED ELEVATIONS �����---�-- � Z�/�� "'� FLUES; STONE w/COPPER CAP ��"�.FF: �G EXTERIOR LIGHTING: COPPER/BRONZE PRE-PATINAED , � , , .' , , AUG.24,2005 9��5AM N0.032 P.4/4 AVON.co eie�o PROJ�CT �HANNON f�ESIDENC� Vv.-y. n JOB NO, 0311-0� PH 97a.949.i100 �H��T NO. - ��--� QF FAx e�o,aa�,s�n CA�CUf.ATED BY �_� DAl'E a8.24.05 � � � t � a n S SCALE 1!4° 1'-1� ENC3IN � ERINO a �� �� �� �� �. �. � �, , (3-1 3/4 x 51/,�LVL (3)-1 3/4 X 51/2 LVL I � `�s Aaa,����x 4���s c�ia�� VERT.THROUGH KS$INTO DBL,?�c6 T @ 1�'�LOCATED � WIND�W � � N • L� � �i � r � , � ' � }r � ' 3 8219'-7 3 4 INDICAT�S CONT. 1 1/4"x11 TO PIYWD 7/6"VERSA-STRAND I�� RI M BOAf�D,'tYP. � � y�,� . -, r LQTYP. �`�o se �� ( � �� ' 2 ��,,.�i � � '� � � �� �� �� � '^r v r' � ✓, ii 1 . ��VISED WINDOW LAYOUT �pa R�c� SCALE 1/4" _ '1'-0 `'��'������° �`` �a:4`4' .'9a . • . • . . �p�r+A�/��'�. ���� �`�f�4NAl��G� �„ . �_.:> .,...�.., -._.,._ .M:.. �� �..,,, ��a �,���3�.�'..`,��� `, _ � „ .: _... -.. � �at�>j�� -��y-� + �W � � � ,�,� �.`���� �,i!„�� �` j ; y �L�' ��'��il� ,, k � "'"?�� s � ' � � .�'k-�'--�� .= h �"� � '� MAY 02, 2005 �����,�.,�.�<� - ����,��.����, : �`� �,'�'x �' r�� ���� . �: ,� _ �,_,��;���'-- Town of Vail ���-SH�'` c/o Bifl GibsonL Planner • },,:�y�:,�,. '��`"`" 75 Sauth Frontage Road ;�;�:�;;w. �?+"`•v:,�.:',, �-•-.°F�- Vail, Colarado 81651 >;�..�<<, ;�=--:x- �.,.:- ��.., �:�`-' Re: 245"Forest Rd. Lot 22, Blacic 7 Yail First Filing Dear Bill — ��� � Please review the attached drawing ASI #I. I have proposed that we fill the crawl space with 4'0" of gravel and a�concrete slab. The following are a few reasons why the North crawl space is the way it is. ° I. The north wall of the crawl space is 4'0" below grade for frost depth. 2. The lower North West section of the crawl space had to be over excavated due to poor soils. 3. The wood columns that support the two story stair-well on the north section of the house rest on a concrete pad elevation 8202'-2", this is just under the 4" slab proposed for the crawl space at elevation 8202'-6". This was done to ensure that the �, crawl space would not be converted to a living space. The columns are woad not tube steel and the footing sits under the poured crawl space slab not the perimeter footing elevation. 4. If the craw! space is Glled with solid concrete, 4' in thickness, this will reduce the amount of load that can be put on the footings. The soil has a bearing capacity of 3000 psi and the footing has to support it� own weight plus the load it is , ` carrying. � Please call if you have any questions. � ` Thank you, � � 1 ��� ► ���i ` . . �� � a Millie Aldrich, AIA Assoc � � k.h. webb architects pc .,�. �, a� ` � � � ¢:,:. �:. ,�� ' � � � �c 953 SOUTH FRDNTAGE ROAD WEST STE 216 YAkL COLORADO 81651 910.471.2990 910.471.2965(F) www khwebb.rom MEMBER OF iNE AMERICAN INSTtTUrE OF ARCNIiE(IS 9 � t ]'-6"x4'-6' �� pCCE55000R N�N-OPEIIABLE -; ' ARCHffERUPAI i DOOR � .. � '. —o s ncrrrro // � � FLOOR�OIST J � Q� t ] " .. -.o.swe � � 1 �i // � � ; ' - L CAAWLSPACE LE55 THAN 5'-0' � 1 � � e �.+ � SEE SiRUCTURAL DWGS. ° .�� ' S2&1/Sl { - /� SEE F MECHANICAL � QFaRlAYOUT j � � ��� AREA HAD TO BE OVER LL' z � EXCAVATED DUE TO BAD 2 , ° Z a= 2 W �� � S���S. ASI#1 z � �� 6 � e� s N ..� sue od cnnoe N W � � r.o. PLAN -CRAWL SPACE 1 iia°=1,.a� c O1 ssoaace l�l P R 0)E C T: 2401 BUNK ROOM UNDER 9&A W N 8 Y: M� STAfRS GAS APPLIAN E U A T E: OS.OZ.OS 4 F.P. ' esoo 1}"GYPCREfE H�ATED SLAB �owea�eve� - • A E Y 1 S I 0 N S: .. T.O.PLYWD. . EL.8208'-6 " � , R-19 INSULA710N M ECHANICA ' LCEi�lNGR55EMBLY-1 FI.�aRA55EMBlY HASE pl'TACHE�TO RW RLL OpyWAU�WqlLS A11D . �OIST,R.GCNA�INEL 1�Il1NG ITYP.1 " {pYER 5/8'TYPE'%' CAAWL SPACE D0.YNlA0.�EIUN"� CRAWL S�ACE LE55 THAN 5' NORTH T.�.SLAB � - oA EL.8202'-5 " "CONCRETE pERFORATEO LM1HWL SPACE � SLAB DPA�N PIPE SLOPE - 4'4-0pGRAVEL ON 10 MIL VAPOR BARRIEft 1�4�(,MIN. l�soo (REINF.)SEAI AT AIlEOGES ANO FILI CRAWL SPACE WITH PENETR�4TION5 4'•0"OF GRAVEI AND A � "CONCRETE SLAB AS I �� , Q_�, tl x t � '� WEST SECTION . :k , ,; t:�-; 2 1�8„=1�.0„ . . ..�.-�#-'F.e���'� 'itld���� i��':� {6:r`.<`� . ���_;��%;:s,.. �� .� ��� �� , ---z�.,. _ ��� { zo.o� � �r � . � I �� . -} � � �1 � � � � a� �' ' ` � �_ � � ��� , r �,.;,. 23.0' F '�`�;,. � / / \� \ �a4� .0' i`` '� �\ �� -� � / I �F�j , V' �" -fl � � _�4r _ .Ti�'� ./ 'j't�1-t p{ F.: F �, �.�r, 24 �25.0' � s.o -- � � � �;�, .�.���� zs.3'� � 224, ' T O�N.31� zs.i'�"'.��E=I�-�£-H""H"g--�'�---� . � , �. � / zs.� : ;� -----�_ � �' .r --� � T.O.W.31.0' �_ j, \ ' � I 1 � � o 226 =� ` Weep Ho T.0 - - - - 1/A2 through wall `'`-Tr'ench raD in: • ---..�_ for drainage 9814 Channel Slope Prec � � \ Concrete System with 9! f�1 ` Slotted Galvanized Stee: L�g � � \ 2!A �--�y-jay_R_S�ith Mfg�Co _ D �\ T.O.•'.32.6' � a� Note: ,,, � Sloped Retainin ' ° tin one 'A`'�'--All� riveway and � � s o V11a11 with Grade p � .� � _ _ Park�xeas�1-�a_llc _ � o �o ;� �""--- - _�eated. Zone as --- � ,;, �> " 2 .75' �\cated. '^ � Y' �32— .' �� � V T.O.W.32 6 -�.,. HP 32.5 ---�_ , 3 � ����r�riioafaii —+�\� "------"'t�`—� \ :� � ,��,4...,.. Itriii . �.. � �i{/lliir� � "� ---� Inlet 30.3 � :�1����� 29 75 -r1 ,,'i� �//lji�///lI/� y�,�. � ' --_. �` �. . .����S;'�!///?i 33.5 , �*' a�. . r��•r� cI� 234 � � -r,� ..� 32 5' �^� , : �� i�ni ���� ,.�k�.� . .,W.�,,,._.�„,,.._ � ��,. �lli�ii��i�ii�i .4.+ k �' � i ?' � x :,, � xr`!���,�lJ A�` T.O.W.36.2 ��� . � x J.�$_; �:. ►te�tcr: ��e� �36 � 36.5� y :� � .�zg � �a=�� -.� e i�w� ��: xru �_ �_ �35.0" ����� \ �'�.� o ��r c: a.oz.oc ��, IEIIfIOMS: O115.01 �?n ----_.�_�, �� � I('���!'0{ /��` si/`ji1 /;�_DRIVEWAY PARKING ��F . ., ���1�� 1 iie•=i,o. � , , �,rr�':`':.:_ir�VK�.� � ASI #69 '> �'� �a���_ _ __�� - �;�; .� Al �;`��F F: r3� :,, E� a� 5# �E � W3B 39 � � � � � � � ..11��� R � �. �--� _� � ' ��� ��� . � - 1 . � .� T 1VYY 25.p STEP LTGHTS W z u o z �,1r DRIVEWAY�LEVATION � o o" �/' ire -i o• � — �o s "'' N w � STEP LIGHTS 13'-0�� e�►W�� ��r: liuu �ITE: Ot01.W .75 32.6' - - lEi1t19Mf: 01.1'.0{ - - - _ - �1.� .75 ���° ASI #69 A2 2 DRIVEWAY VVALL ELEVATIQN i�s°=i'o• � Av r. 20. 200b 11;11AM EAGLE VALLEY TEMPS No. 9341 P. 2 ' P.O.BOX 249a . avorv.co e�szo PROJECT SHANNON RESIDENCE " JOB NO. 0311-04 � PH 970,949.7100 SHEET NO. Sl26 FAX 970.949.3377 OF � CALCULATED BY T.��_ DATE 04.18.06 � � � t i o� S SCAL� 3/4" = 1'-0 . N G! N E E R 1 N G NOTE:MASONRY EX7ENS10N OF TOP OF RETAINING ' WALL N07 DE.StGNED TO RESI'ST HEAVY VEHICLE IMPACT , LOADING.CARGE IMPACTS MAY DAMAGE TNE WALL . � . ' q. 6. STONE VENEER CONT.80ND BM.@ TOP& . � PER ARCH: BOT.WJ(2)-#5's CONT. SEE AFiCH. HORI� • a -TOM FULLY GROUTED e"NOM. • • - CMU WAU. #5 DWLS.x FULL HT.p 16" � EPDXIED IN 3/4"PJ x 6'HOI.E IN E�(STG.CONC.WALL � DRIVEWAYSURFACEAN ��-.�'� PAVERS BY 011-IERS ' a • . � �"`l� + SLOPING � � ° TOW � io � � , o io CONT.L 4x4x1/4 W/1/2"0 x 4' F�CP.ANCH'S Q 24" , , PROVIDE 1'MIN.GAP ABOV'E DRlVEWAY SlJRFACE • STONE VENEER , P�R ARCH. 5' 5" CONT.L 4xax1/a W�1/2•0 SEE DETAIL 7/57 FOR ° � x 4'EXP.ANCFi'S Q 2a° . REINF,INFO OF D(STG. . ° (6'-0 MA?C.STONE HT.) CONC.CAN7.RET.WALL o�pob'Re� � . O�e l - a . � � d aQ . , w g a � � Z ,� n . `'`'� � - .ar.�^�.•• .^\�� ° a o . �`s•..._. - � . [Z] ' o 4 SE PLAN . . •' • ' TO a p a� a . a . 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M � uYV�^..:WwYfSC� i+ .� . . .n . -.^- ' ��'�r ` � ��t�)I � i 'f � � . .\: ;` . . . -�,� iI � � � • �� �r�+� ` � � ����� � r .- 4. . . '. . ` �l �} :�'� y}y�4 " ,� '� � . � ' . yw. FYny� . I � �� ! . . . ' . . � 1 f�:7`l7'`"'7.�!4 r ' �- � • /"� ' � ry � . - � . . 1 #. ta -_�h6. Gr . ' . + r. r"' � i ♦ ' �'1 � { • � '�� } �� � � . V��..�����"+�' � .' �� ` 1 .� .' . '�' w '� .. �-�.. p t t ' , y 5w 7 T >:, . 1'►, '.• 1 • �: ' . • t . . � � � A w � �'� rs i� � ��F � �{/' ♦ .� . � ~^� � � � � ' � . :. r�� r1 d �. � `�L v �'F Y_ ,y:.�.+.. �_ ...�i . . � � d _.e ' at � ' 1 . � '� R ' _ _ —_ Y �_._ _ . .�_ .. _.r __ .. . _ � .....�-._��..�.�. _ _ _ ': . h . w e b b TRANSMITTAL To: Chns Gunion — Plans Examin?r TOV Date: 03/14/OS i . �.,�'�'i . )���•' �\ ; : . ��4 , Fmm: �lillie pldrich, plA Assoc Re: Shannon �eriGence �� r, :"$`, i1,i a v ���'� ��: l �} Bill Gibson — TQV Pfanning Deparcmen[ Leonard Sandoval — TOV Pu61ic Works Jenn� Sommer — Evans Cha((ee EMC �oSEO : ( 3 ) sets : revised permit set per TOV comments / letter from Holy Cross (Jeff 4'room NOTES: �� C� �o �� Response to the Plan Review comments on the Shannon ftesidence: I . Erans ChaHee will/hat be taking care of the revacable right af way permit. 2. Public Works / Planning departmenPs comments have been addressed on sheets AQ01 and LI . a. A 4' hench on the east side of driveKay retainirg wai�. 6. Pull soath-west retaining v�all arou�d transformer towards forest road, ro allow 4' 6ench bete�een retaining walls. Refaining wall in fmnt seiback not m exce_d 3' in height. c Change 2'-0" curb and gutter on sheat LI ro read 2'-6" carb and gutter. 3. Evans Chaffee 13as taken care of the demolition permit and asbestos report. 4. Sheet A601 , site plan show the atility connectians and merer lacations. 5. Trench drain detail, trench drain outflow, anC drainage between the driveway znd south wal! of the masrer bedruom area are located on sheet LI . 6. I hour separation between garage and dwelliog including attic space in garage is shown on sheets RIU2 and A4U1 . 7. %z" gypsum board on the endosed side ot usable space under stairv.�ays, shown on sheet AIJI . 953 SOV1H fGOq1A6E R(1AU W[Si SiE 715 VAIL rOL011AC`� 91657 970.4171990 97047774eS (r� wvrw .IdiwEhb. com 8. 5/8" type X gypsum board on crawl space walls and ceilirtg 20 min. door where mechanical equipment ia located, shown on sheet A100. North crawl space will be storage only not mechanical. 9. Access dcor was added ro crawl space on the south east side to allaw for a 20' travel path to mechanical equipment. Equipment area was drepped 12" to allow for proper height for mechanical equipment per AE( mechanical engineer. 10. Deck guard details are shown on sheet q500. Guard rails minimum 36" height and 4" openings noted on sheets A101 , A102, A300. I I . Hearth extensions 12" on either side of fireplace, shown on AI01 , AiQ2. Please nate the lower level fireplace in the family room is an applia�ce gas fireplace and the fireplace i� the living room on the main level in a masonry box fireplace not a true masonry fireplace. 12. Handrails at stairways with 4 or more risers shown on sheet A10 � , A102. 13. Boulder retaining walls stamped and signed by a folorado state Licensed €ngineer for a I tier, 2 tier, and 3 tier, 6 %" z I I " attached ro sheet LI . Comments 14- 11 will he addressed by S[rucmral Design Solutions. Pleue contact me i{ you have any additional comments or concerns. Thank pou � �'�� ��h Pii lie Aldnch, AIA Assoc. . . � � ' 0 . BOXTG �J4 . � 4VON . CO BIM11U � : � N. wo. 9as� � ioo r,,. y�n.�a9 aan � Inlions . Ir, c � i, �,, . S� e � e ; r: �: March 14, 2005 Town of Vail Plan Review Comments Attn: Chris Gunion Project: Shannon Residence #021104 Building Permit Number: BOS-0015 This letter is in response to the plan review structural comments dated 02.252005. The item numbers below correspond with that letter: 13. The boulder walls are being designed by the geotechnical engineer for this project. 14. The hearth has been redesigned as a cantilever slab. See detaii 1 /S9. 15. The main floor and roof framing plans have been revised to provide a 7' minimum space between the masonry wall and the combustib�e framing. The ridge and valley beams of the dormers on each side of the masonry structure are bearing on the masonry walls below It is our understanding that the main floor fireplace is a masonry box, but not a true masonry fireplace. 16. Please refer to details 4/59 and 5/S9 for the remaining bent steel beam details. 17. Please refer to detail 2/S9 for stone veneer support on chimneys above roof framing, and detail 3/S9 for the stone veneer support of the tall section of stone on the north-east end of the north wing. If you have any further questions or comments, please do not hesitate to contact us. Sincerely, , = '�� ��pDO Rf�j�, ` Reviewed �. , • l i � � �/ ����vP. LF�;Fo , / '/^4 �n , . � ,: � �/� _ _ _ ��'yt -D .� 37558 0 2 , ` S� Tyler Aidrich � � °,�•���5�•'"�� Vice President . : PresdentLeonardo, P. E FJ'S�oNAL�ENe���'�`� .i r BG ULDER RETAINING WA1:L FOR SINGLE WALLS UP TO 6 FEET HIGH 2-3 ft � EXISTING GRADE 6� � lmpervious Bockfill 12' 4�-6� Granulor, pervious backfill, depending on site conditions. Flte� Fabric, Mirafi 140N or equiwlenf � � PERlME7ER DRAIN LOCA770N � AND DETAIL, DEPENDlNG ON SOIL AND GROUND WAIER Compocted backfill CONDl710N5. or undisturbed soil �� : � � � � � �� � k �7h�� Vs S:. Q � 2, 28�OSS`�.`� . ,� � �J`�� � L� � � � `(� �'�E � � ��"N. ' . r :+.L E�..<" .a�ra�w✓:uW�i+"`• NOTES 1. 7HE BOULDER RETA/NlNG WALL SHALL BE CONS7RUC7E0 WITH BOULDERS GREA7ER 7HAN 2 FEET. FOR DRY S7ACK WALLS, 7HE ROCKS WILL HAIE AS MUCH fLAT SURFACE AR£A AS POSS/BLE, r0 INCREASE THE FRICAON SURFACE BETW�EN TNE BOULDERS. 2. 7HE B07TOM BOULDERS SHALL BE 7HE LARGEST AND SHALL BE PLACED ON NA AlE UNDlS7URBED SO/L, FREE FROM TOPSOIL AND ORGANICS, OR ON COMPAC7ED S7RUC7URAL f7LL, APPROI�ED BY 7HE ENG/NEER. 3. 7NE SUCCESSIVE BOULDER LAYERS SHALL BE OFFSET HORIZONTALLY BY A MINIMUM OF SIX INCHES FOR EACH VER7ICAL FOOT. 4. A MlNlMUM OF ONE FOOT OF UNDlS7URBED SOIL COVER SHALL BE PRONDED lN fRONT OF THE WALL. 5. THE COMPAC770N OF RiE SOIL BACKf7LL SHOULD BE 7ESTED BY TNE ENGINEER OR lT CAN 8E BACKF7LLED WI1H CLEAN, CRUSHED ROCK. 6. 7HE ABOVE DES�GN MUST BE REVIEVYFD, AND 7HE CONS7RUC710N OF ]NE BOULDER WALL INSPECTED, BY 7NE DESIGNER AF7ER VERIf7CAT70N OF 7Hf SOIL AND GROUND WATER WA7ER CONDI PONS. - ` crv¢/cEOrecmacet BOULDER RETAINING IiALL S9ANNON RCsSIDENCS °R°F�' "a` p¢ppg LKP Engin eering, In c. �or u, ecocr � v,,a NLLACE iST RUNG � N. r. s. P.O. Baz 2837 EEwarEq CO 81832 �43 FQFEST ROAO tN (970) 926-9088 tos (870) 928-9089 TpNN C1� VA/L EALi£ COUNTY, COLpR'ADO �� '"a' 1 BO ULDER RETAINING WALL 2 1 � g• -- - - - - -- - - - - - - - - - - - 12' INSTALL FILTER FABRIC 2� to 4' (MIRAFI 140N OR EQUIVALEN7) BEHlND 4� m�� THE BOULDERS 2 d ' - - - - 4' - - - - - o . _ � � COMPAC7E0, GRANULAR BACKFILL. SEE N07F /5 4�-6� 6" PERIME7ER DRAIN LOCAAON 12� AND DETAIL, 0£PEND/NG ON SOIL AND CROUND WA7FR CONDITIONS. ' mi 4- :M. ,� :�; ;y � � �`2 . 28Q3 ; � �a - � M1 '> . ea �J=� � i��� � � . �'g� i � n ( V_ : l iYl' �� 4. 1, '` _ . ..'�d4u:�1:::�.::-''' . N07ES ' f. THE BOULDER RETA/N/NG WALL SHALL BE CONS7RUC7ED W17H BOULD£RS GREA7FR TNAN 2 FEET. FOR DRY STACK WALLS, 7NE ROCKS W1Ll. HAIE AS MUCH FZAT SURFACE AREA AS POSSIBLE, 70 /NCREASf 7HE FRICAON SURFACE BETWEEN TNE BOULDERS. 2 7HE BOTTOM BOULDERS SHALL BE THE LARGEST AND SHALL Bf PLACED ON NAAVE, UND/SNRBED SOIL, FREE FROM TOPSOIL AND ORGANICS, OR ON COMPAC7ED STRUCTURAL FlLL, APPROVED BY 7NE £NG/NEER. 3. 7HE SUCCESS/VF 80ULDER LAYERS SHALL BE OFFSET HORIZONTALLY BY A MlNIMUM OF SIX INCHES FOR EACH VERACAL FOOT. 4. A MINIMUM OF ONE FOOT OF UNDIS7URBED 50/L COVER SHALL BE PROVIDED lN FRONr OF THE WALL. 5. 7HE COMPACAON OF 7HE SO/L BACKFlLL SHOULD BE TES7FD BY 7HE ENGINEER OR lT CAN BE BACKFILLED WITH CLEAN, CRUSHED ROCK. 6. 7HE ABOVF DESIGN MUST BE REVIEWED, AND 7HE CONS7RUC710N OF 7HE BOULDER WALL INSPECTED, BY THE DESIGNER AF7ER VERlFlCA710N OF THE SOIL AND GROUND WA7ER WATER CONDIAONS. ccvu./csorec�nc,u. BOULDER RETAINING WALL SHANNON RBSIDENCB �°E�r "a` 04029 LKP Engin eering, In c. �or zz, ecocK � v.ut w�cac� isr FluNC � N. T. S. P.O. Box 2937 Edwarda, CO 81632 TAS Fd7E5T ROAO tel (970) 826-9088 /ox (970) 926-9089 7UXN Q� VA/4 EAGYE COUN7Y, LYILORADO ���� �� 2 BO ULDER RETAINING WALL 2 1 �— T 6� ___ _____ ,2• 2-4' mox 4' min. 2 1 � mi g' ------------� ------- Q 12' INSTALL f7LTER FABRIC (MIRAFI 4-6' max 140N OR EQUIVALENT) BEHIND 4, m .n 7Hf BOULDERS 2 � 1 " mi --------� ------- a----- / COMPAC7ED, h ,.�� GRANULAR BACKFlLL. " " / SEE N07F �'S �`� v F � � yf� 6' max � �a, .y2 Z$ �5 `s .. _ ` lz 6' � v �, :. PERlME7ER DRAIN LOCAAON � ° ��Z� - . �'��s� 12• AND DETAIL, DEPENDING ON � � ° �J " / � SOIC AND GROUND WATER `` i �� � . m� COND/AONS. ��' v �'hrz � ° � 4- N07FS 1. 7HE BOULDER RETAINING WALL SHALL BE CON57RUC7ED W17H BOULOERS GREATER 7NAN 2 FEET. FOR DRY STACK WALLS, 1HE ROCKS WILL HAVE AS MUCH FLAT SURFACE AREA AS POSS/BCE, TO MCREASE 7NE FR/CAON SURFACE BETWFEN THE BOULDERS. 2. 7NE BOTTOM BOULDERS SHALL BE TH£ LARGEST AND SHALL BE PLACED ON NA77VE, UND/57URBED SOlL, FREE fROM TOPSO/L AND ORGANICS, OR ON COMPAC7F0 S7RUCNRAL f7LL, APPROVED BY THE ENG/NfER. 3. TiIE SUCCESS/VE BOULDER LAYERS SNALL BE OFFSET HOR/ZONTALLY BY A MtN/MUM OF SIX INCHES FOR EACH VERACAL FOOT. 4. A MINIMUM OF ONE F00T OF UNDIS7URBED SOIL COVFR SHALL BE PROVIDED lN FRONT OF 7HE WALL. 5. 7HE COMPAC770N OF 7HE 502 BACKFlLL SHOULD BE 7ES7FD BY 7NE ENGlNEER OR lT CAN 8E BACKF/LLED W777-I CLEAN, CRUSHED ROCK. 6. THE ABOV� DES/GN MUST BE REVIEWED, AND 7HE CONSTRUC710N OF 7HE BOULDER WALL INSPEC7E0, BY THE DESIGNER AFTER I�ERIRCADON OF 1HE SOlL AND GROUND WA7ER WATER CONDIAONS. crvu./csorecmrcc.�c BDULDER RETAINING WALL SEANNON RESIDENCE �ECr Ma: 04029 LKP Engin eering, In c . �or 22, e�our � va� NLU(� 15T f7UNC � N. T.S. P.O. Boz 2837 Edwards, CO 81832 ?�3 FQPEST ROAD td (970) 92B-9088 faz (970) 928-9089 TC1NN OF VAl4 EpCLE COUNTY, CCLtXtADO ��'G Na: 3 �µ 0 � 5 F ti 'y �An` r F O E. � , p` 3 .-99 HIGHN!AV 82 � P.O. BOX 2150 f� GLENWOOD SPftINGS, COLORADO 8'1602 y � ��'� � (970) 945-5491 � FAX (970) 945-4081 y � i9� � O ��::�.°_� : .;. . r L 7 �� SSOa March 9, 2005 K.H . Webb Architects ATTN: Mille Aldrich 953 South Frontage Road West Suite 216 Vail, CO 81657 RE: Vail - L22, B7, W 1 Transformer Relocation Dear Millie: This letter shall serve as Holy Cross Energy approval of the proposed transformer location for the above mentioned project, as submitted by you today in the attached sketch. However, this approval is given on the condition that there will be adequate means provided to protect the transformer and its access from all vehicular traffic, most particularly, snow plow activity and snow storage. Also, any above grade facilities, meter pedestals, TV pedestals, etc., must not be placed on the door side of the Vansformer and they must be 3-4 feet away from the concrete pad on the remaining three sides of the Vansformer. All Holy Cross Energy specificalions will be followed. Please contact me with your questions and concems. Sincerely, HOLY CROSS ENERGY ��/,�-� �/�-,� Jeffrey P. Vroom Senior Engineering Technician (970) 947-5425 direct line ivroom(a�holycross.co m JPV: Electronic W/O#19026:52-51 :VAIL - L22, B7, W1 TRANSFORMER RELOCATION � A Touchstone Energy�'' Cooperative'��- l� � � � _ -" � r�J� � \ �� n. lien' �V ng �� 11 :��, ,,� � � o � � � o� � O � � �„�� �� �� _ z. , ' "� � 'ii � �• M � 1 y r � � � � . _ _ � I t5 ��„y h. ���°" "• j IS 11 — � �Y ,� 283 GASMET A ����� �+ � :x.i. �,.��+ �e,. �+_ — zx.�ll rMe*eJ � � � i : _ _. � � � _ - - - ze ;� � . y � � — CAOIEPPNF ' ' -Jnlol . 0 � z`. �I �- -� E�ERP.��Ay . ; + r I r - , I '' � = '� - - zi,3 � � \ �� , {� 4 Wccp Hule T-QAA'. 3+.0' — � � j� I � ?4q. ll _ � � � �✓�'� 216 / � th:ough u�.11 Tien6M1 Ura n: ' ' _2YA l4" SmF1 ��— -. for drainage SNIi Ch n iel 5iopi I reca�t _v.11 � � I � ��n�l�'. 7� (I. . � gT G' Srorve Nae Cun rU� S� 1 •m mifl 189U � 30" 6UA0.� 0.PIL \ \\ \ h y � � y� (} � � $InttedClva �i'u`JStdGm �` EA1S�11LL 22B �i=%G bylavRtiviilhMf�, C � E-21'Y� � v � , � ' � way Nufe: �,y.�e :�o.o il� Drive .,�,,, , �nne 'A' All Driveway md �?. $IopeA Relainin Parkin��arca+ shall be _ — — — �\c� Wall with Grade 0 ;� . _ . hcated. 7.nne as � � - — � �\ - - - . �EOSiPEF� , � � indicated. �` � RELOCATE ELECTRIC METER BOXTO �� ' x � � � �/ ALLOW 3'-4' CLEARANCE FROM z3z - �.o ��'. ��'- �� - - a � — i iir az.; �. z��.7; ' . CONCRETE PAD FOR THE ELECTRICAL � , i,i,�i :u.:s' "�.� TRANSFOfiMER PER HOLY CROSS �34 ?� + . � � - � REQUIREMENTS � ��' - - �~�R � ���s � C.o W. �G._' �,o � �"'"'....�n`..,,�r,..,...e,m . d3 ' ,'�/LS -� _ - - c '�+""d,•c �'" $:sn' N LOCATE ELECTRIC � ^ � ° '�=��`' - METER BOX z -- � � � � CABLE T.V. RISER . • ' ' Urc-Slacked ltetaining Wall 3y — — — — — — ' _ _ _ _ _ _ RELOCATE ELECTRICTRANSFORMER � � , . n* ���io�� ���mn — — — _ _ _ _ _ _ - TO WESTENDOFPROPERTY. � . . ' , - . � .. � �. � . .. .. ; ,. . - . . . , . . o. . � .3. ��. . �. .. : ` , t � � . .� , �. TRANSFORMERWILISiTONS'x5' p•_F^ ConcreteCurbandGutlrr akT � � � � � CONC. PAD AND MUST HAVE NO Replace 4'-0" Cuncrete Pan OBSTRUCTION WITHIN 10' IN FRONT Seperate 7_one fur OF THE DOOR FOR ACCESS PER HOLY Iieated ti6iin CROSS ELECTRICAL. F o r e s t R o a d (50 ' ) � � � _ � � _ � � a N O ^ V n . � J � ' P l4�13 lN I I py,!�� • F.P. HB � 0` _ _ -- _ - . _ _ - . _ N P 1'V -- __ - - _ _ - _ - , W 1� .. - _ _ - . � � '- ^ �� � ^ � O �3 � � �n �a� ATH wa r,oi��, ir; � � FLIP WINDOW W73 AND � O _ _ CL SET . 056 W W12, CENTER NEW W12 .. - " � WINDOW IN ROOM (MOVED — ll OS � �\\ c/ ) p _ _ - �/ 6 DOWN 1'8") � � . � W 17_ � 'I e�C �' 1 \ W � � � O55 O56 � Q GUEST 2 / I � �� �— � BEDRO M a — - - - z °s 059 �i GUEST #3 �- oso BEDROOM � � 057 - o �., M L.l1 O� ose � TIM 'S ��'8 � BEDROOM L T INK � � , OS4 Il2 s/ FF VANI�' � _ _ � �� � 06 1 --- — — � LOCATE SINK o61 � g208'-6 A" CENTERED IN 061 T.O. PLYWD 057 �' VANI � _-� _ � l'vIL ' I , __ y �P CLOSET �P ��� E SE� SPACE UNDER 1 053 1 062 AIRS SHALL HAVE �Fz" 053 � , YPSUM BOARD ON 1 � � � � t� HANDRAI 36' LLS, UNDER STAI o54 � H � SURFACE j � \ , W7 � i/ � ' � � '+� 62 oH - osz II I ;�,��i=��``, "�� � • � „ '� O ,. . ��.(� ., � T — _ Z ' �' _\\ � �. � �° � < � -� �� �., �_ � HQT SPR7NG5 � , �'�' � � � � �I�;,4' �,� MOTTUB° ��;'� i� . ° O _ _ _ _ _ _ w/ ACCE55 PANEL o �/ � / W�� KITCHENETTE / � we � � "y � " GAME RM � , `?� 052 � �, � ����� ' �' - - - — � � �� � � � � �' �� � � ��, ' D �=' ' \ \ ; � � � 1 ❑ ❑ z ' O51 O51 � - - .I � � �� � HEARTH � . . . � � EXTENSION " � - � . . .. , , .. : . . , � \ : . ' � �/ � � __� � O i FIRE PIT � : / � ! �, - — wia ws _ W R EC . FAMILY ' Z i V oR ON�_ - - evn �51 Q � Q C _ � C m _ � - - — - _ . tv4 v,'' � �..L� � oC x d . _ _ _ C _ _— _ F.P. HB � 2 � _ � a - - _ _ _ . . � __ . - 3 . Z Q � � W ' i 006 - . - ._ :—' _ - - � .. _ _ . _ _ _ . _ � � - 017 � L.L � �� � � __- � � � — �� � i ' LEV. �` �v2 � , - oso � � � � � � - — - ' , -�� � _ = O50 � \/ tr I -i-_ - T .�, _ . - . - _-_ - (�� _ 0 82 8'-7 �" -- - — Z _ � ° ; �' ELEV. � � _ . �� �� , - _ T. . EXERCISE � o Sv�e -� `_� ' ROOM � O10 � v' W — 005 a �I bi� wie KERRY'S "� / oie � � � 1 I GUEST # 1 BEDROOM i � , 0o z � BEDROOM ezir � 006 III I `� 1 LOSET I � av L f � 017 � oos 016 � KELLY'S _ I -- _ BEDROQM _ _ . - - ,��� �� _ ll - i � _ a GUARD RAIL —� �. OZ4 , � � � - � � , U 36" A.F.F. HEIGHT , A.F.F. BQT ' . _ � 4" MIN. OPENINGS � � , a V Q 8217'-1 z�" C--�P � f �i� i i 8217'_1 �t" ' 006 015 TILE�, CP ' ' a u DOUBLE - CP vANi CLOSET `� 007 " - - ceNr a � BATH 1 1 CHANGE TO m ,. 4 O� SINK � 019 P R 0 J E C T : 240: 00� 82ll'-3" �0a9 STACKABLE �� I (�7j � 0 9 DRAWN BY : � nNO oavEa�R ' � � � �'�� wi D A T E : CHANGE 008 CL ET o LAUNDRY �0041 �H TILE C v o a 1 oie OO OO4 o0a �82ll'-3" CP CP Ov ADD FRAMED 1 � � �T�SLFI� '� WALL FOR MECH. �� R E V I S I O N S : LANDING � i oi3 CHASE 1 '-10" OG.OS.O�' � ool o�� � o _ W � 06. 16.0� - - - o '" CHUTE ~ 06.23.0� � ❑ Q � � 013 r, 020 01.27.0� � CLOSET � 012 .. 11 .05.04 1 ` 01 .25A` °°Z � rva PERMIT REVISION 1 03. 14.0`_ � � TAI ALL H E '�i" � '� YP CD. 2 04. 19.0� POWDER RM STEAM RM . 1 LLS, UNDER aia 002 003 03 08.26.0` �� ' � FLOOR PLANS �/u�o ; _ _ LOWER LEVEL � 1 � PLAN - LOWER LEVEL �` �, v , �,4„ _ l,_o,� Al O l � �. � � � � � � O ~ V ^ . ,� -� O 4 r 7 0" � O N P O� W ~ UE 04 . 19 . 0 � � � - C . D . ISS _ _ __ 3 c ¢ 0 m W Z45 FOREST ROAD , VAI L CO �` ° � .� _ � DRAWING INDEX � PROJECT SUMMARY : � PROJECT TEAM : °'� GENERAL NOTES: SURVEY STRUCTURAL I . DO NOT SCALE DRAWINGS. ARCHITECT COC� e : S I GENERAL NOTES - C OO I I : 10 EllISTING TOPOGRAPHIf SURVEY � 2. VEfiIFYALLDIMENSIONS, CONDITIONS, ANDUTILITYLOCATIONSPRIORT08EGINNINGANY K.H . WEBB ARCHITECTS P.C. INTERNATIONAL RESIDENTIAL CODE 2003 C oo� � ; 10 EXISTING UTILITIES S � FOUNDATION PLAN �,, WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 9rj3 SOUTH FRONTAGE RD. SUITE �. I 6 S 3 MAIN FLOOR FNAMING PLAN � VAIL, CO 81657 Zoning : LANDSCAPE S 4 UPPER fL00R FRAMING PLAN � 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN � qpppOVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PA0.TICULAfI PH . 970.477.2990 PRI MARY / SECON DARY L I I : 10 SITE PLAN S 5 ROOF FRAMING PLAN "� AREAS. FX, 970.477 .2965 �� Occupancy Classification : L Z I : 10 PLANTING PLAN S (1 DETAILS U 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTEfILINE OF STEEL, TIMBER, STUD COlUMNS, OR � FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE studio@khwebb.com L 3 I : 10 TREE SUMMARY S � DEiAILS "-� TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS CONTACTS: TYPE R DIV . 3 • ' � oTHEaw�ser,ore�. KYLE H . WEBB / MILLIE ALDRICH S 8 DETAILS ARCHITECTURAL S 9 DETAILS � 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INGLUDE �� " BUT ARE NOT LIMITED TO CEILING AND WALI MOUNTED FIXTURES, TOILETS, TOILET GENERAL CONTRACTOR _ A OO I I : 10 SITE PLAN �' - ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, GLOSET RODS AND FALSE BEAMS. . - -- - - - -� A OO� I : 10 EXTERIOA LIGHTING PLAN MECHANI[ L � � b. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR EVANS CHAFFEE A 003 GRFA CALCULATIONS �\� M I .O SCNEDULES & DETAILS n'PES. P.O . BOX 8266 / 77 METCALF RD . SY M B O LS : M I . I SCHEDULEi & DE?AIIS 7. HEfER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR AVON � CO 8 I 62O � �� w�r,00w TvPES. PH . 970.845 .0466 A O I I I14" LOWER LEVEL DIMENSION PLAN M � ,2 S[HEDUIES & DETAILS FX. 970.845 .Q465 � A � � 1 Il4" MAIN LEVEL DIMENSION PLAN M � .j SCHEDULES & DETAl15 � � 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR � (a AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. CONTACTS: M I .4 SfHEDULES & DETAILi �J De�ail Area Reierence � � � R. SCOTT EASTON sec000 c�i �etere�ce A � 00 I l4" CRAWL SPA(E � � 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRAC70R M ' , 5 SCHEDULES & DETAILi FOR CONSTRUC710N OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE A I O I I I4�� LOWER LEVEL FLOOR PLAN � � Q ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY $TRUCTURAL ENGINEER � �- MPS 2 .O ME(HANICAL 6 PLUMBING SITE PLAN w rHE aao�ecr. A I O� I /4" MAIN LEVEL fL00R PIAN 10. THE GENERAI CONTRACTOR SHALL BE RESPONSIBLE fOR SATISFYING ALL APPLICABLE GODES Elevatlon Re(erence ElevaOOnSymbol A 103 1l4" ROOF PLAN MP t .0 fRAWLSPACE MECHANI(Al & PIPING PLAN AND OBTAINING ALL PERMITS AND REQUIKED APPROVALS. 7HI5 PROJECT IS GOVERNED BY THE STRUCTURAL DESIGN SOLUTIONS MP 2 . I LOWER LEVEL MECNANICAL & PIPING PLAN UNIFORM BUILDING GODE 1997 EDITION. COMPLIANCE IS MANDATORY. THE CONSTRUCTION '/`� . � A 101 a 114" LOWER iEVEL fURNITURE PLAN MP 2 .2 MAIN LEVEL MECHANICAL & PIPING PLAN DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES �ON, CO 81620 INCW DING IN UBC AND ALL LOCAL AND REGIONAL CODES. �arge Area Detail Reference PH . 970.390.9843 �elailCutReference {� � 0� 2 1l4" MAIN LEVEL fURNITURE PLAN M 2 . CRAWLSPAfE HVA( PLAN I I . THE GENERAL CON7RACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND FX. 970.949. 3377 - ����' ' M � . I LOWER LEVEL HVAL PLAN OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTfING, NOTCHING, OR � ) Q �y311�gyc� CONTACT: � � A 2OI I /4 LOWEA IEVEL RfP " M 2 ,� MAIN LEVEL HVA( PLAN DRILLING OF ANY CAST-IN-PLACE CONCRETE, STRUCTUkAL FRAMING, OR ANY OTHER STRUGTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE TYLER ALDRICH �� V~ ) � � ` Revision Gaa He��sbn symua A Z O? I /4" MAIN LEVEL RCP CONSTRUCTION. �UMBING . y 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE O A 3OU I IS�� ELEVATIONS P �I .O SCHEDULE 8 DETAILS � W BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE LAN DSCAPE ARCH ITECT : O WORK. P I . I iCHEDULE 8 DETAIIS Z L,� FIELDSCAPE INC . ��� 6,;eb�e MalenalTag A 400 � �4" SEQIONS 13. THE OWNER HAS BEEN ADVISED �THAT DUE TO HARSH WINTER CONDITIONS, ROOF 8 DECK 11 P I .2 S(HEDULE 6 DEiAILS SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL pp gOX 1671 AVOiV COLORADO 81620 A 401 1 /4 SECTIONS O � Q � PROBLEMS WITH THESE SURFACES. PH , 970 . 3 � 0 . 6550 P Z .O CRAWLSPACE PLUMBING PIAN � p A 40� I /4" SECfIONS Z uJ °C ° 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH AKCHITECTS WFIITTEN FX g � p , g45 . 70Q3 P � . I LOWER LEVEL PLUMBING PIAN nPPaovn�. CONTACT : RIC FIELD5 •P 2 ,Z MAIN LEVEL PLUM8IN� PLAN 1 A SOO DETAILS Z � � O I5. IT IS THE INTEN7 AND MEANING OF THESE DOCUMENTS THAT TWE GENERAL CONTRACTOR � � � J A SOI DEIAIL� / � �� AND EACH SUBCONTRAC70R PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, ELELTRICAL ry � EQUIPMENT, ETC. TOOBTAINACOMPLETEJOBWITHINTHERECOGNIZEDSTANDARDSOFTHE INTERIOR DESIGN /LIGHTING : A 502 DETAILS v' E I .O ELE(TRICAL SITE PIAN = INDUSTRY. � 16. ALLCONSTRUCTIONISTOFITWITHINTHEBUILDINGENVELOPEANDIOROUTSIDE IN -SITE DESIGN GROUP , INC . E � .O CRpWLSPACE ELE(TRICAL PLAN �1 LL' SLTBACKS WITHOUT CftEATING EASEMENTS. NOTIFY AIiCHITECT IMMEDIATELY OF ANY 12g0 SOUTN CLAYTON STREET A 600 WINDOW S(HEDULE / TYPE � DISCREPANCIES. A OOI WINDOW DETAILi E Z . I LOWER LEVEL ELEQRICAL PLAN DENVER, COLORADO 80210 17. THE GENERAL CONTiiACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING pH . 303 . 691 . 9000 A 602 DOOA SCHEDULE f TYPE E � .Z MAIN LEVEL ELEfTAI(AL PLAN UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION FX . 303 . 691 . 9229 ? E 3 .O ELE(1RICAL AISER DIAGRAM SYMBOLS & DETAILS IMPACTS TO THE SITE. A 6OJ DOOR DETAIIS 18. THE GENERAL CONTitACTOR SNALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE CpNLEEN JOHUNSONUAS p ' ASI D ; E 3 . I ELELIRILAL AISER DIAGRAM SYMBOLS 8 DETAILS ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL E 3 .2 ELE(TRICAL AISER DIAGRAM SYMBOLS & DETAILS AREAS OF DISTURBANCE SHALL BE RE•VEGETATED TO BLEND WITH THE NON-DISTURBED L j � LANDSCAPE EXCAVATION. ALL AREAS Of DISTURBANCE SHALL BE fiE-VEG�TATED TO BLEND �, . WITH THE NON-DISTURBED LANDSCAPE. 1 ° � � 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. � ��" 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE c ��" P R 0 J E C T : 2QO3 CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR pPPROVED 3 �-�'� D A A W N B Y : LAYOUT: ANY DISCREPANCIES VERIFY WITH ARCHITECT. _ O ��� ; Community0evelopmeM �Depa�� � D A T E : Q � .ZS .QS �1� O� �� . Building Safety ancl Inspect SecUon �� �.1 REVISIONS : ?a Intemationel Building CodeAntemetionel ResideMid Code Validity cf pernit The issuance or Pranting ot a pe ollat on'of 02 . I I .05 REVISIONS not be construed to be a permit far, cr zn a prov�l of, 2ny eny o1 th� provisicns ct this code cr cf any othcr ordinance of the �urisdiction. Permits presuming to give 2uthoriry to v:clato cr cancei the Q 03 . I 4.05 PERMIT REVISIONS provisions of this code or other ordinances et the jurisdiction shall not be valid. The issuance of a pertnit based on construction documents and � 04. I 9 .05 C.D. ISSUE olher data shall not prevenl the building ottici2l frm requiring tho correction ot errors in the construction documents and other data. The building ofticial is also authorized to prevent occupancy or use of a structure where in violation of this code or ot any other ordinances ot lhis jurisdiclion. PLANS EXAMINER: I :- OATE: S �D � � - I�S�aE� ��T �-- COVER SHEET oOV LOT 23 NOTE: HOUSE ON LOT 23 NOT LOCATED DUE TO LOT L 4 HEAW TREES BEfWEEN LOTS. SEWER MANHOLE 9 MH 8-A-9 .2 FND. P&C N 1 ��\'9���� L.S. # 16� � � �I 1 _'���� ( i . �< TELEPHONE J �. 5 1 - — — RISER � � �_ 150 .30 UTILITY & SEMEN� � � -�'���� .6 N 81 ' 45' E pRAINAGE � — � �--J�� I 1 � � � � 10 0 10 2G 30 Feet 7 � � 82�� 1 6 �_ s �BL. 1 .0 .5 � � �i���5 4 � � 6 SEWER MANHOLE � � � io 4 5 D � MH 8-A-9 . 1 � - ' � F � a — � , .z , s;���� �� �' E 5 SURVEYOR'S CERTIFICATE � '�� � � a z s j s / N I I , Michael J . Post. a Professlunal Lond Surveyor registered under the laws of � ��� a � ', a � the State of Colorado. do hereby certify that this topographic survey was J made by me ond under my supervislon , and that the survey is accurate and % \� 3 z � ' S 6 e ��� s / / // � 1 correct to the best of my knowledge . FND. PIN & AWM. C�AP � �%/�� \ %���� ���' 4 � \ . L5 . �26598 10' W.C . _��\``6 // / /L 1 – — \ I // / / Michael J . Post B Colorodo P. LS . 30116 \ � / / � \ \ . \ / . /j� // . � �0 1 Date:_ /� � � _ i \ - / / � � ' DRAINAGE EASE ENT \ � � � % _ _P 1 � �� � is.s � / _ . — 8210 1 IMPROVEMENT LOCATION CERTIFICATE �� � � 5.0 LOT 22 3 I � I hereby certify that this Improvement Location Certificate wos prepared 0.478 AC. for MIKE SHANNON SWINGSET / that it is not a land survey plot or improvement survey plat , ond that it is AREA Z45 I I LOT 25 not to be relied upon for the establishment of fence, building or other future / I 1 � / improvement Ilnes. O, / I further certify thot the improvements on the at�ove described parcel on � � this date, 1 /6/04 , except utility connections, are entirely within the N J DECK I � � boundaries of the parcel , except as shown , that there are no encroachments � � upon the described premises by Improvements on any adjoining premises, �o � � 7A2 � 1 1 I / except as indicated, and that there is no apparent evidence or sign of any �ry � I � 10 � � DECK easement crossing or burdening any part of said parcel , except as noted. N � / I , ' � � OUTLINE OF I � � � MECHANICAL L4.5 1 . � / --------------------- . � Z' � -° ROOM UNDER o � J f� Michael J. Post � � ! �� %, ti 8. 7 „ DEGK � - DECK � ,a.o � , s \ � asJ I Colorado P . L S 30116 DBL .8 .� A � � °j 24.5 q zza � I� 1 3 i Date: Z � � LOT '� � � JUNGLE GYM e g >qq. � p NOTES: � AREA °' � � � MAIN PEAK � � � ' _ - � -- g22o .3 1 ) DATE OF SURVEY: 3/23/98 � � � % '- - � � UPDATE� 1 /6/04 � � � � � 2) SURVEYOR HAS MADE NO INVEST�GATION OR INDEPENDENT SEARCH FOR i/ '.> 'i � A��'� � EASEMENTS OF RECORD (OTHER THAN PLATTED) ENCUMBRANCES, � RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE. OR ANY OTHER a 8225A 1 FACTS THAT AN ACCURATE .4ND CURRENT FITLE SEARCH MAY DISCLOSE. �,, I FRONT ENTRY R�, Q �2.0 . -- WALL 3) iJOTIGE: ACCORDIN(, TO CULGRADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS .- AFfER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY � � .o I � . 1 ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE N n �� �' THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN Iw HEREON . I� �z.a ���9 4) 2.0 OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST I .� , � � 6.3 P � u BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. FOUNDATION OUTLWE / � I BUILDWG DECK 1 5) BASIS OF ELEVATION: SEWER MANHOLE SA9-3, SEE DRAWING. UNDER CONSTRUCTION ,� OUTLINE a.s AND I i,.� .o I I / ``� STEPS 6) BASIS OF PROPERTY LINE LOCATION : NE LQT 22 & 10' W.C. TO NW LOT 22 . 8220 '� BLD. �� � �=9 I �o° OVERHANG 7) POSTED ADDRESS: 245 FOREST ROAD. � �� � �/ 1° RETAINING WALL 8) 2 STORY STUCCO HOUSE PEAK 9 a � 23� 1z 9 ) , „ - - DENOTES DECIDU05 TREE AND DIA. ENTRY � � �` I RAMP ,y � 5 .a ��� - DENOTES CONIFEROUS TREE AND DIA. e 8238.4 �, , � ����� � � R� � X GARAGE � I 4 � I DeL_ .6 s � WALL �� � � � 9 -4 - TELEPHONE RISER ��� � . � � � 8238.3 CONCRETE � �� � . ����I���� � � � DRIVE � j ,, ELECTRIC VIEWLINE ___ � � � -- � � MEfER BOX PROPOSED DRNE � �� 8238�3 � . '�, oe� .e LIGHT POLE OUTLWE 8238.4 CONCRETE 823a.3 � A - GLA55 HOUSE PARKING "� � � � B - RED SANDSTONE HILL AREA � ii ��. � 8238. 1 C - POTATO PATCH 8230 �—__ �` D - ASPEN COVERED HILL _ s.o 1 = 02' 23 � E - MIDDLE CREEK HOUSING COMPLEX UNDER CONSTRUCTION , i TRASH 5 � - R= 687 . 10 F - ASPEN COVERED HILL , / SHED � i 8238 � L= 2S . 58 G - CENTERLINE OF THE CHATEAU (SOON TO BE REBUILT) S�p� � ��� � , � 15 5� i � — 8238.0 H - SINGLERPIEAK �ORELDR NG OUSE ELE�ERIC p0' W — J - SPRADDLE CREEk , K - ASPEN COVERED HILL (SPRADDLE CREEK) ELECTRIC Box � 5 � 65� � ��J� � TRANSFORMER CABLE T.V. L - BLUE HOUSE s � � M - GORE RANGE � 8238.2 RISER N - SPRADDLE CREEk CABLE T.V. � � R O A p O BEWIER MANHOLEION: p GORE R�ANGE RISER MH 8A9 - 3 FND. PIN & RED INV. ELEV.:8230.72 NOTE: VIEWLINES TAKEN FROM UPPER DECK , MAY PLASTIC CAP "` RIM ELEV. :8238.41 DIFFER FROM GROUND ELEVATION. LS. #26626 � 8238.8 O R � S / � / — � CONCR AN F WATER VALVE MHW8A9.3. NHOLE � x— EDGE OF / 8238.9 ASPHALT � / � � � TOPOGRAPHIC SURVEY IMPROVEMENT LOCATION CERTIFICATE SEWER MANHOLE �� MH 8A9 . 3.2 LOT 22 , B � OCK 7 - _ - - VAIL VI � � AGE , FIRST FILING " , 99 ""'""'"Y 6 & Z4, E"��E- �"'� TOWN OF VAIL , EAGLE COl_INTY COLORADO PA. BOX 1 '30 UPDATE KD 1 / 7/04 , EDWARDS. C0. 81632 KM 4� 1 �98 (970)949- 1406 733T2.DWG � O . _ - -- T— _ �--� - - __ � .. � � �� 23 � �OT 24 NOTE: HOUSE ON LOT 23 NOT �O�ATEp DUE TO NEAW TREES SEIWEEN LOTS. SEYVER MANNOIE � I 11H 8-A-9.2 � ' '� � � s� p ��2� ---r" N �} `'., .� � ` `� 4 7EC.EPHONE � � s l ' - ' kiSER , .. � _ -- —� t . .� �. .e ti g1' 45� E _ 15Q.30 a u�£ �_�,�: >. [�' ' ,� " ara ' _ � ,1 ---- - � � � - ------�� � 1. t o o a o zo ao F..e � � _ _ - -- _ - _" � �_ -- asuo w, , e --- __-- � � # �x� J � " . . --�__._..---�r , ' ` :� ,= _ --� - _ _ � " �; � � .s ' � s �• � � , . e ��� � j SEwER MMINOLE _ " � � • - - " � D - - j AIH 8-A-9. 1 � - � y �;� � ,,�' . �� - _ � " � i i� .�.!- E` a _ -_� ._—_ _ J,-'c�� ... . ._ , ��i � H I '` -s ` RVEYOR'S CERT1PiCATE f I � 1 SU ( � __r + � � `- • z / r�, � t, M;choel J. °oa1, a Proleasionol Lortd Surveyor registered undtr t�e laws of r ., r- � • ��` - -- - , � ' ,i J . e G -+t,� the State ot Coiarodo. do hereDy certtfy ttwt this topoqrophic survey wos I � e � �` � � _ , / J '��--- made by me ond unddr My aupsrvisan, 0�0 Rhot the survey ;a occuratg and I ��" i � , a � � � :_ / ', �, � corcxt to the be�t of my w+owletlqs. I ; FND. arro dc �4L'UM. CAP � �� �� ;�� /;�� � � C \ � . : _ ; � L5. ,�26599 t0' W.C. , �� � ------- �� - e r -���_ '"' �� / � /� � � klichaet J. Poat ------- � — �' -�_ __ --�` � � � / ' \ ` Coloroda P.L.S. 30116 —fi.�- � / / / , � \ \ � j� �� � �0 � Dots: f � _i unurv e� ' � � � � f %�,,- � � o� �►.�p 1 //' ("- -� � � �� � � . _._. —� '�to � 111PROV'EMENT LOCAT10k CERTIfICATE �-�T 22 / � � � � r � I hereby certHy thot thia lmprovsment Locaticn Cartifiwt• was p.epered d.47a AC. tpr MIKE StiMNlON SMnNGSET R / that It is not a �and sufvey plot or improvsment survey piot, ond that il �s �� � ;� i L� I 2� not to be !elisa upon for the establtsnment of fance, buNding or other rJtu�e /� / � � � / imprown�nt �Inea. � � Q I further ce+rtity that the knproremants on tfie oDovs desc�+bad parcce�# on � �y � — Lhis dot�, 1 /8/Ut , exaept utlity connacticxsa, ore entfre�y within tFe p�K Coundarlea o! tne parc+51, extept os �how�, thot there ore no encroochmenta ('` ----. � f*'� uppn the deacribed prerr+ieeu by +mprovements on dny odjoining pre+ni9es, a+o / / � 1 �� "'1 1 I except as :ndicoted, and :hot tnae le !10 4pPWMt eddence or s6gn of ony �o. � � I ' p� easement crossi�g or burden;nq ony port of sald oorcel, sxcept aa nated. � I, � : o r�E oF L � � MECMANiG1L � s.� � ROON UkDER ` i�f � , ' � !;! , " as DECK - DECK � Miehesl J. Pwt ' � � ua � � � r�..--1 Cdaodo P.I.S. 30116 i N' ..a �.wJ � I � 7Ht r] �.� � i �1�� . ri.� � � J pOfC , I. � a � LOT 21 � aw+a.E crir �� /��./1 � f � � �� . � �� �Z�.� \�� ` ai � ��: � � ' -+�,.` YA�N PfJ�K ot r� � �'-� 6'i � s t ; DATE OF SURVEY: 7/33/98 � � `" -,,, � ` �, ,.� � upOATE: 1 /6/9l � � 1 �h i 2) 5JRVEYOR i{AS F�tqt7E `l0 ;M1FSriGAT/0N OR �Ni7EF'ENDEM SEAt�M FOR � ��N � { � EASEAAENTS C�F RECi7RD {pTMER TNAN PUTTED},� ENCUMBRANCES. � -' � a�C .�� � ` j ' `J RESiRtCTIVE COYENAkt'S. 6WNfR5MM Tf11E EViDENCE. dR ANY OTHER �1 8425.� �`� 1���� � ' � ,A�t F'RCTS THAT pN qG1;Uqq7E p,ry0 Cll'ftREN7 T1TLE 5EARCV{ MAY DlSCLOSE. •� FRONT �EN'SRY ' _y� L .. -.� .�.. RE:7'. �•' . 1�1 ��..�+, y I tt.p ���,�5� rr � ` � WALL R ,7�� 3) +�OTICE'. ACCOROING TC C�LORADO LAW YOU A�US7 CQ�uENCE AkY LEGAd. _r-'' � �y u(•, ,qC;IQN 8�4SE0 U�itv �' DEFECT �N TH�S SURL'E'? vP?HI`7 TNREE YEARS �� � . - AF7ER YOJ FlRST Dt$COYER SiICM DEFEC'f. IN Nb EYENT, MAY PNY �. � � ACT10N B0.SED U?ON AN" DEFECT 1N THIS SURJC'! BE COMMENCEO IiORE ^ _ � 1 ' iwW TEN YE/�RS �RON tHE DAtE OF ''ME CERT1FlCA7'•ON SNOVM 1 r "� _ ' - - HEREON. � � . . � ; � �� � 4) 2.0 OF SNOW ON l0T AT TME OF SUR1^c!: SUA1E FEATUaES NAY E�(IST �� - r � � i �� d �� �NFj17H SNOW THAT ARE tiOT SHOWN ON TH!S CS�tAWiNG. i0t1NDATiO�i OU7LINE � � ���N� DECK� ` � ��'O ZZs 3) 9ASIS OF ElEVA7tOht: SEyYER MAkNOLE 8A9-3� SEE �AWING. � UFFYJ€R Ci0N5TRUCTtON - � a . � - . � OUTLWE M MID � y,� �<�� � -----�� STEPS ���` ' 6) 9J51S 0�' PROPERTY l�NE IGCATfON: ntE LOT 2Z ds 10' W.C. TO NW lOT 22. �1"` ��p __ + � R ��µG "1 �1. ��;'� � T) POSTED ADORESS: 2t5 FOREST ROAU. � ; �, ` ;; �" „" t-!'� �` J R q + _ -� I I //'1r-`' c ' '� Z,ZS $) 2 STORr STUCCU FiOtiSE r�"""� � e2s..9 ` - ��' ..Ct �o � , r " R�a�wna wu#,, �' !, P� i r � /e'3 � , , �r� Z L �' ; j � /�� �,, f , ��f � � � � S � - DENOTES DEGflUOS TREE AIVD OfA. i � EMih' '. ., i ✓f �-i:l c�.� ��� � j WwP � ,��'�� r � ' ' .a �f�` :, � � � . ' y �� ,,•, #�, y�i .N� G£wOTES CONIPEROJS TREE IWD 04l � i , ��E � f , ., .. i / ,.;� � f_ . PE'. -- , , K ' � tt� �� I I�"� ' D&.. s �` � _ i . a - � ,-- �` i �.- . ` � � � b� � I �� � . . ... 'r ` .. "` � j 'E:.EPNONE R15ER � - � 8238.3 �� ' ��� � `,�' _ � � ECtRtC vIEwLINE � � ✓ � � �EETER BOl( � � _ -f' •:; 73E.3 , � �- �OHT POLE A - G1A55 HOUSE I PROPOSEOEORWE _� ;' @238.1 COhCRETE D23E.3 � _ '`� . y � B - RED SFNOSTONE M3LL ' WnJN �� P1�KlNG ' _- . - . N ' �,�. i C - POTATO PATCH .�.�--- ��A � - 0 - ASFEN CO�EREQ HlLL 623� n i f�' ���2� 23 E - ►AiDDtE CREEK HOJSNG COMPLEx UNDER CQNSTRtJCTlQN �.Q �c° J � TRlLSH � ` � � �� „r ' �.tu - � R =B87. 1O F - 4SPEti COV`ERED Ht!i `0� tJ � ' 3NED ., �� `'' '''" ,_ _ _ :..- -" " �~�8238,' " L= 28.58 G •- CENTERUNE �� FNf Ct+ATEAU (SOOM TO BE RE9Utl?) ; � H - CENTe'RUM1E OF O:.DER HOUSE �C � � � b238.0 � a � � - SING'_E °E+�K CORE RANGE _ , � ' , . .. ` � �y�' �� �r _ sr�as G�' : � - sa�,wo� ca�x , � "'� � 55a �� W y—� �� � +J ' �cttac � K - ISPEN covFRE� M=u (sPR+�oa.e ca�c) �oy,aL ' j S � � � _.r-�� , `- � �W�.� ( CJO ) � L L - BLUE k0U5E �` � �- - � -'' r y-�^ az30.2 ►k►J wK�"•• � �p M - GURE R4NGt" aRt�R CA6LE i.V. R�SER � __i - � ti� ---�'W R � D � �++���,w�,o�o�: a - coaE�ce � -�,a^' 7 � � .--"— A o - ewE �•ousE FND. PIN � RED � `. ', �,. .'� .� . � - --"' ` iNV. ELEV.:8230.72 NOtE_ Vt£Wt1NE5 TWCEN fRpil UPPER DECK, MAY LPl�1C� �, .� - _ -� —� ��..---" ��. \ ,f•� R � � � �� i RIM EiEV.:8238. 4t DIFFER FRON GROilNO ElEVATE4N. Y� � .s-�"� �. � . ._.-- �J� CQNCRETE F � -°� # ` _ -- -�'"� � � [ P� WATER VOLVE � 5£WER IAAkHOIE _,�- ,�'.._._ � �. � .. S 7 A,IN d19.3. 1 _/ 8238.9 � tyT' /� (� I r� / .,� - - � _ � � _ _ F1<dltxu i � � �� � w w u W'�" TOPOGRAPHIC SURVEY �! ���,i:� s�,�., �� +o L �. v - - � fr;�'' � __. _ _.....e q,;,,�. IMPROVEMENT � OCATION CERTlFICATE S£WER MMlNOL€ �i • 4, ueti�} � G+�s to�a�s _ �-�" MH �.3.z L0 � 22 , BLOCK 7 e� � ��"�'�� `°��°" �0 6Op ""`� `'°a�� V� iL VILLAGE , FIRST FILING � � �° � �'�' � �'��""`�' �"°`�' �'' �PO�� �o v��o+ TOWN OF VAiL , EAGLE COUNTY , COLORADO ' KN a/, /sa JOB No . 733 733T2.�kfC V b� � '' ,�r - � - - � — _ a 6" Stone Curb I :� '�2' 30" Cuard Rail � °= r _-- r � 8 .. 7lnlct30.12' - � �`Yo_ 36.0' �� � � , � ,a� � � ���h� 3C, ?3� ExisNng Tree to be Removed � � � �TYPical) M � � � . _—_. -- r� x � - - - — ,:_� °' _ � `',D� i� 3 - �> — —.. ' - �� . �� . -- / �--- �3�.3' Existing Tree to Remain r� r�� � � r : . . . t\ _ -~_ . _ - y � - l / Y \ ?� R38'-0�" � � \ �r �,: � ` , 1 Add section of Guard Rail in � �"'`� — g��, R.O.W. 8-12" off East Neighbor's ���" ' ~' Stone Wall \ - - _ ��.,�� � _ \ Driveway hea6ng zone 'B' — �—, �':.C:;..:.��- . ��:.`�, . . . .--_���- - -- ite Zone for 8�'2'� •` ' ' S � �3(.3.7 2'.<t:i?, d Stairs z0' Wide / , , DRIVEWAY - Guard Rail � � t .,u a a � zw � ;i ��- 8x8 WOOD POST Q � = o := : I �� s .,. � 2x WOOD CAP 1 " WOVEN METAL tO CHANGES TO AppROVED PLANS� STRAPS ry CONTINUE SECTION OF GUARD 6" STONE CAP RAIL INTO THE TOV R.O.W. DUE r � o � i c i � ��o� ° TOGRApECHANGEFROM ouw � or � xx� � DRIVEWAY TO FINISH GRADE. ° � � � ' m.uot " r - AIYI { IOM1 : ° ^r ^cdq � . � , �� �d �,, � ��, r�> , b �, C � ; y � ..�t.y4.5f`. (i , � � `��� ASI #73 ' ,� � ' DRIVEWAY G/y/��; CONC. RETAINING � A � WALL �� GUARD RAIL EIEVATION 1/1' - 1 'u' i j / �_ - _ _ _ 3-5' Diameter Min. Moss Rock. (To be uramagc S�� al�� � . , i c� - - .. . . �- 6'� Slonc Vcnecr Lo Match ' � � Placed at Landscape Architects' Direction) '- " I • • ? � 5tone in watl rypc 'n' ' �.� � � r, See Sheet Ll for Placement. elucgr��ss 5od - -� � � I \ ; , �� - �- £��b � N I'llll5 _ 2�� Ft. BattCr �ij//\ / / c_ _- , . _ i, , ,, , Q m h �'rade -- _ . � I �//v/��/�\��\��� � c� � M O , . y�j\�j� � • � s.. o� �>� \ 2�� � Cuis�ar Ccu-1,ii�i ��A��A �, . ` � v� �I -%" I)iam�•tcr � � ' � x , � � ��-:viry �IS �ont, ) // / r � , r-,; ,� . . �.., �_�.� �, ; - p as / � / _ } 3 ` - Gra�c� Backf� ll �j\ f�ruival nt }h�ricfi700or I - � � k�i �rii�dr�:�m�„r�u � � w \ . � � ,. . > , �\��\ ���\' �, ' S� � � 1 ` = -- O � � � �-C., v � � 1 'i ° � \ CuloradoBuffSandnt� rni. !i\! i i � lyme� Conuc« -� «� i `� � � �� ��: �- ' � / � a' . . Frcnch I )ram - � ��\� � . - . - - --- - ---- - --. _ . . J- � o - . .> >em61�d inth� F� i ; _ � �O �j\�\�\/ Q ,y � \� � Prom 1 "-8" l Ivck �,/ D ` i � , o ��� �� � �'V - ��� � '_ . '�C�A, . - A � Mnnur. Speafi�ahonsi ��� ! � _ ���j����O��o�$noo0 �/ �j��j��j�% , - \ � � x � � . � Concreh Collar � ��+, j\�� .. \\���%�\%\\%\\%\ _ � . � � . . . _ _ *-�"'r 00 N / / l / / / /\/� /� \j / / / _ \ \ \ \/\% � . � - I�nd �rthuttomutUi.vchar¢�, � .. . �\ �zoadba5� - /\%\�%\�%\�%\�%\�%` '���i�i�i `. ', �iiii�ii�i��i��� � 8 � o � x o // // / // / /,� , �,���������� ,. ��������������� � o o -- - - a �„�:- , � � � '�.•► o � �� ,\� �� ��\�� - Soi , ';eparai��r .\ ,/�\�� ; �//�//�/ Conrrete Wall and Poo!er, sees�.�, � �. . , . . _ � o� Com acted Sub rade + , \�j/��j/�/ , � o � o R��„f�� . ,. . • -� � P g 4 ' I cri . I i �v ��/ � Size and Iteinforce as per F �/v/ Structural Fn ineer. �� � O ' j\\/\\/\ � � Q Ay,x�� , , ;, , ,-i ,� • \�/\�/\�/\��\ - 101 __ Random Boulder Detail : �,��,��;�;��,�, � �� � �- Not T�� s�a�e T ical Dr Stacked Wal l , : , ' : . ���; �/�� /� _ , Job no. 040�.00 - , ,,� yp y � . :. ��������,, � -., ,. : � i�i�i�i� � �\//\/\ �\ / i �c Vut to Scale ' -, // // // // //\\//�\//�\j�� � . / / / � lssue Date �\�i\�i\�i�\��\���\/� /, C 'omp�utrJ Suh�;radc Conc'1 Rev. June 23, '04 5' Utility and Drainage Easement Conc7 Rev. ]uly 27, '04 �_ . Lot 23 Owner Nov. S, '04 Structural Retai �li�Wall Section DRB Rev. Jan. 24, �05 • � ' :,-�•'��, -- 103 - TOV Rev. Feb. 4, 'OS . . ��.f� .-�-�, � � � '�� �°� �° 5i-��� ,� Trenc Drain Section / �� • �i"� ..' , �\ ,�f 1VY �� - ` ' S t -+. . . �'A�� NTS � � � � •.�� J �, ' � Property Line � � - � _ _ , .�.��` �� p ' --! � _ � ' � 2�0 � ' ' ' .. � / . _ . ' ', u � . ' � , , _ . _ _ � �.W�.� � � �` . ,V Lot 24 �� � � � �� � _ �� . .:G _ - ' . _ ���� . Ti � \ � � � � .F Y ��A '� � R f . . . '�\ ;�\` � �. '� \ f . � �'"yy� ''ti,mK 'ti�� � `� \ , A . '/�`�.- rcF ? -. � , - '� `' .t' _ �`� _ � . �� � �� �� � � �� � � � ��`� General Notes and Specifications '� -� �'i'_��;�` } ��"�. - � WLL� 2�4 � I \ � ',j"'�_.- -� . '�t �. �� . �j1�X� �' � 1 "�G ` - 1 Lo�ation of all tmes shall be stakid by the Cnntra�ur and appmved by Ihe Lands�zpc � lj . � x hJp � ^i� Y �°� 4rchitect priur [u final installation. Z�J� Sld��',2Ct78CIC '- j�t� ^ - ��� � � � =� � c 2 Exact plamment and shape of planting beds shall be re��iewed b� th� Landscape - � d � -"-"� � - • Archite�t priur to installallon of irrigation system. . �2�6 � � ,� ` - � �� ,c "� � � �_ 3 All plant matcrial shall be plamd in pits having a minimum diameterof 150% of the � �� �4 rt i'1�: _~ �_ � �J� Utlll}.� and Draina e Easement plants [otal rootball or mntaincr diameter. `7 g 9 All plant material shall be backfilled with one part peatmoss/compust mixturc with Boulder Wall (Typ.)� _ _ j two parLS topsoil. 3-4� MOSS iOC�C t70ll�d2C5. 52e - - - - - - _ _ _ _ - - - � Lirnit of Disturbance _\`-7� ' ��- � � All plan[s shatl be "Cobrado Grow�n"; if not available "Coiorado Fielded", or "Northen. 2�8 r - - - - ` "S� Grou�n" may bc acceptablc. detail this sheet r Q¢��� I 6 Spruce trees to be nursery grown H�lh leader intact and undamaged. � �200 % All herbaccrous planting beds shall be amended with well rotted manure/mmpust m�zwrc Limit of Disturbanee � II �� (one cubic yard compost per ?50 s.f. nne cubic yard spnagnum peatmose per 250 s.t.) ' 4 � � Bedroom #2 � 52LV1C2 f�CCeSS� and tilled into nx.k free topsoil [o a minimum depth uf 6". � � � �6 �36"x48"x2" sandstone paver �QZ & All herbaceous beds shall be top dressed with 7 " extra fine shredded hardwood bark muld�. i (below) 9 All tur( and native seed areas shall recieve 3 �vbic yards of organic material per 1,WQ sy. feet ' � � laced at access doors to hot tub.*i� P Hlled [o a depth of 6 inches. Amendment shall consist of a demmposed manure aged at 8` Dry-Stacked � I I � I ` least b.velve mon�hs prior to appGcaHon. 2�O Retaining Wall 6 � • 10 All shmb beds and tree welts shall reteive a miititnum of 3" shredded hardwood bazk mulch. (see detaii Iu3) � � I . ? 11 Procide Mira-fi weed barrier fabric or eyuivilan[ to all mulch beds. DO NOT place (abnc ir \ 7.O' I I B edroom #1 B edroom #3�� I �4 � Perennial and Annual Flower beds to alloe� fur proper growt}: and spread of plant material. \ � I � �belOW� � '.� ' . p� �� . 12 Place a variety (speaes and Mewm Hme) of perennials and gmund covers in masses �� J ' .Z, i (min. 6 plants) x here designated on the plan. Plant masses o( bulbs in perennial beds. � I I �lOW� �FFE 208.9' I � f.�. 13 All dc�iduuus hees 2 7/2 ' cal. and nver shall be staked �vith 6' steel T' stakes and L O ` � 1 FFE 208 9' - - � c IJ' $1[�f $et�te '�:� 1"j"li 6 guyed with #14 gauge galvaniztd wire and 1-1/2" wide x IS" green n}�lon tme straps ;� ��Z' � I � _ _J� `�- �- � � all tm�s less than 2 1/2 ial. shall b: stakr.d by 6' lodgepole stakes with the same O 8 L _ _ _ ?� � � .� . /�`�`0 - OB guyingand wrapp�ngspedficaNuns. � y - - - - � I _ pQ9,p .�:S� � 14 All deciduous trees shall be pmvided with a hee well at its base. Weils am tu kx� A ` � ��,�--.t� I - � ��� �� Family Room II � ��� � �°'�:o� Random Boulder; earthconsWCtedhavingaminimumshalluwdepthuf4" f � J J v � 1 ...�_ - '�� I 15 All newly planted trees shall be rootfed at time of installallon. Riwtfeeding �hall W (� � � � _ " � __ See detail this sheet.. LO � �S � � 1 - -_ g°�'O-I-�2dYEd � - ---�� - -- ___ eunsist o£ a liyuid rout rowth stimulatur, induding vitamin B-2 and a slow rcica�e g V +� _ I �� 5°�O \` - - 8.� . � � I roelOW� � � t� Patio N\ _ I JQ fertilizer composed of 14+14+10�2% iron. O �� � FFE: 208.9' '�f- 16 All tr��s, shrubs, vmes and mixed Flowers shall recerve drip imgaHun at a s�hra� �� i�� consistent w�th thev mdiv�dual needs. All sod areu shall receive s rat �m at�un �ri[6 � HEZted 8S6' 21 p-- P B �� 10.0' � � . 100% ovcdap All d�sturbed arcas to be rcvegeWted with naHve grasses and H��id- O � P8{l0 _ +o�o - . ' Flowcr seed shall reiz�vc temporarv vrigation for a minimum of 30 davs thereaker, � _ .. 208.9' � 208.9' Wet 09 0 � . (�.5' i j p� IZ deaease water appl�cahon graduallv. This system will have an automanc dexk with r \ ��y � I . � 6.84' _ P.�.I II Fll'2 �:�� . � � an mtegrated ra�n sensor/shut off. l / �A .. °% ' I � O :F�- a I 17 Aspen tre�n shall be field mllected K�th a minimum of th'ee dear trunks unless other�+i�• � � � �i / Pit �� "�� � 212 spc�ihed. or� . .� , i . � �II �\ p 18 Unless otherwise noted by the drawings or technical speaficafions, all planting beds �haii � � �i .:�' '�� :: . � . .. ` a . - � y`\i�Jg be separated from sod and na[ive seed mix by 1/8 ' x 4' stecl edger. � ' 8�8�� I � Q � a. `, Edgmg shall be tacked in place with 12" edgmg pins spaced at 40 inte�vals mazimurn. � � J i T I� I � � O � � ; � � � 19 'Specvnen plant matenal shall be Flagged at the hold�ng nursery for approval from [hc J � � -_ Inlet H.? � I � I Q ^� � 12 � \ 2� 4 Landuape Architect. _ � � f . � � � �� 20 Plant yuantities in the Plant Schedule are for information only. Landscnpe Contractur �:s � � _ � � _ 76, � � � f.06�_ 175' � .. � . tq q respons�ble tu do their own quanHty takeof(s for all ptant material on [he plans. In �';i � � � I _ -_ � � ---� case of d�screpanaes, plans take preredenm over plant schedule. 0 �y� IOa" I � I' I�� �� � � L`=- -- - - - r7 , � j�j 216 /� _ 21 One applica[ion uf do-ammunmm phosphate Eertitizer. 18-96-0 shall be broadca�t wior r10.0' _ _ V � I 17.0' i / _ to seedm� at a rate ot 7 8 Ibs 1,000 s.f. ' ` .�„�4�' 4- ,, � - - __ _ - - - � � �'��� \ 22 All d�sturbed areas kxated on the Landscape Plan to re�e�ve native grass treatmen� t-: 16 d 1 , r � � I _ � shall be revegetated by sewing the following seed mixturc at a rate of 4'' Ibs/a�TC V . - I Guest Be droom7 77a'I / Percent mix of each seed type shall be approved by the Landscape .4nhitect. � � �� 74.0' J 2"�,� d - . : _ � � i �� BIOW' I ,�_ � Z I � , J Pro osed `� ' � ,$ �dP � �;� � � .��s� � � � � � • C�ceping Red Fescue '_�! � J � . � ; � a� p ���\� 0 i ��- , � ,� ' , / / Line of CanadaBluegrass 'U `= � J . I � � �' Canbv Bluegrau '_0 � (� PC7 �/ Rucky Mountain Wildtlower Mis '_0 r - , EXLSting u i j� �� �� ��.� _ 'i� '��21.0 R �r �,71 d �r nC �r � Zl � J � �� � � � � � � � � � 23 All areas to re[eive wildFlower seeding shall be su�.n �. lh thu tollu�.inF in a ur �sildP�u�cer � w � � i II T Master � II � � ryry existing deek �md. Percentmixo( ea�hseedtypeshallbeapprovedh� tnulands�ap� 4nhitr.t . � Building � `°' - � : ' Gara e � � J i r ii z�, �,� � � � .� . (� Seed 'N M�x . � � �� � .r _ " � .p \ (J Bedroom �22 __ ;� ZQy� �'"'-� 4iberian W'a1lFlower 15.08 /� • � � F� 222 - ' � .0, -. . � � � � � � 23.0 I..U.S '. ! �- Perennial Lupine 13.OF � l � � ` > � I 1 �� �. � �� / - - - - - - - - - - L0.1< . 1 � `1� Rucky Vlountain Pensfimmon 12.(N I �' _�l zas n ; _ � � r-i �'v T.O.W. 2R 5 . 2¢ C U� _ _ _ _ _ _ - � � ~ � Swcet Williame Pink 12.(1l i�� r�YTib+n,�.' I ., ipy* 25.0' - . � ..,��8.0' ��l'w�� 'w4�'. .. 28.3' - - - - '_n.ir `L� � � � �� � - - - - �-_ _ - -. - 29.6 " ' � - � 2fi Il��,, � \ F4.0' allazd�a ��� Pcrennial G ' 1 � 0} r � pi 24 ` 28.1- - T x G N C H D H A I N 28a' I I � 29.�' -7-5' ' =; . .' Blue Flu 101ti ZB � � , , � . D�.�arf ComFlowcr n D-F � � � � 29.73 I � .. 1.5 - � - -- I - Annual 8aby's 8math F,i1� I ���' 2� I I � - � � Infet 29.0' 7� - - . ; \ Dry-Statked Cum Poppy �,W � � � � �� . ._- . __ � - - - � I 29.73 4L r- - _ � � . � � et m�g Wa Damc'Rucket�� 4.n0 226 - =: I . . . thr ugh allefor � .. - .. ;. . T.O.W. J3.0' - - r I I 29.q' T O � . 33.0' 3�5' 3Y.0 � z�� �4 R(� 103) l� 224 Limit of Disturbance Shasta Daisy i;10 d 11 . _ � - Trench Drain: 29.4' � I � . .. drainaBe 9evc�„��risi,� v�a,. . 29.4' (4.. Step) 305 .. ... _. . , � . . . ,. .` .. � . . . , J � � �, whntColumbine 101? ' 32.(1' . ,.�� .. . '[cl'arrow 32 � � ' . _ c��s.�m ,.,m�m 29.1' _ . ., i0.8. } /' � 34 � • ' i,. • • . I - siseacai.a��..edv io-.ret. ' , ; : , AspenDaisy 1� Existing � 11 - l . x sm�mmr�co DnveK a � ��. J Q " • 24 AlI seed, sown and fertilized areas are to be lightly raked into suil anu generailc hBaHn zOne 'A' �`� k� inastened. � }� z28 � . - _ „ E-21% I g � � �Y ,� �6 25 AII d�sturbed areas w�ll be treated wi[h a preemergant herbidde to eliminate anc pureritial � D rive � 11I DnVeWB � � � i weed grow-th prior to re-seedmg. Allow suffidant Hme for herbiside to kill undcsirablc j' �VOte: z9 36 gp,ry \ plants before contlnuing w�th re-seedmg. � 1 � Sloped Retainin I ' heating zone 'A' All Driveway and �o � �' � _>y o ze Mulch atl sown areas with 2-3 ' of s[raw ur hay free of weeds. W �,,,r Wall with Grade � � - - _ I'aLIcIIIg di28S Slld�l b2_ _ _ _ _ _ _ _ � _ _ "^\ _ 3z� 6" Stone Curb 27 AII shaw mulched areas am to tackified with an approved organic tackifier at the rate O _ heated. Zone as 3z �' 30" Guard Rail of tzo ibs. pe� acre. - � 11 - - . o\ / 28 All finish grades shall provide (or na[ural run-oH of water N�thou[ luw spots ur puckets � ■ � zy �� indicated. >> 33(7' 228 Set Flow lines accurately and provide a minimum 2% and a maximum 33% gradimt uniess � w �8� 36.0 otherwise nuted Contractor shall be responsible for positive drainage throughout thc � 232 ' \'"� c�J \ site, with accurately set Flow lines. No low spots or ponding of water will be accepted ' ^ HP 32.5 �� O W. 32J5' _ _ '-'� . � � � ., „� . � ��e in the final wurk. Pos�hve drainage shall occur away trom atl improvements. �--� 1 ' -9 - Wet 30 3's^ z9 �� �p Inle[ 30 12 _ �� � --- - �� EX15hi1� TTff t0 bE RfITIOVEC{ 29 Contractor shall field verifv exisHng grades, uHlifies and ronditlons, and no[ifv �he 234 33.5' � � E� , � - '' '-- " - ""� 1 � � (Typieal) Owner of any disaepancies before starting work, making mudificatiuns as directud � � d' 32S' `-- - T.O., �32J5 , _ y , � ! ~ � by the Owner. Contractor will be required to complete the work of this pmject T.O.W. 36Z' �3z � O. � �y,7� __� �� . accordin to the pro osed drawings, details and s cificaHoas. If nmFluts ar.sc ELECIRIC 236 �/36.5' '- � . � ---� - " � � " ��� � 2 Y�._` in the fie d, contact the Owner for resolu[ioa Concactur shall take take sole �y� �I �-�.� - . . _: , . T. 32.75 � � 35.0' O ' � 2 ;- responsibility for any [osts incurred due to damage u( said uHliNes. METER BOX f�! � � �1 . �� -- N ;� 30 Venfy locations and enndiHons of existing trees and plant matenal prior tu beginnuig 3 HP 32.� 23$ i --.-� � � . - � x EXIShII� �I�CeB tU �ZBillal�l work. Contra��tor shall take appropriate measures to pm[ecl them and avoid CABLE T. V. - ----- � . � 373' ' - compacYion within drip lines. Avoid cutting of roots mer P' diameten Ezistlng plant . • . RI SER . . . .3 � - � `I ��°��� material damage by mntraROr shall be replaced at contrecYOrs expense. Refer to PI'O 2T't Z.lIl2 � ' - � � ' � � • � � . ' ' u speiificallons for Trre Protec[ion requirements. P y Dry-Stacked � 31 Landscape Contractor shall ins[alI 3-4" diamcKer river rock drip edge, 6" beyond all root drip lines where shrub beds, patios, driveways, walkways, decks, gutters and any other Retaining Wa11�38 - - - - _ _ _ 7 p• �W 2 6 site improvement doesn't exist to alleviate crosion. Provide large boulders at mncentrated (sce detaii 103) - - -- - _ - - _ - � � K�� . � Flows i.e. roof valleys (see Plan). Line drip edge with filter fabnc. 3H.1' 777��� � 32 It shall be the Landscape Controctors responsibility to cemfortn to all design �xiteria Transformer - - _ _ _ I, Driveway heating zone �B� O/r T r as notcd on the Drawings or the technical spe��ficaHons. Any disaepandes, deleHons, � � � � additions or alterations to the Drawings or speaficatirnu shall be presented m wriang 2�-6�� Conerete Curb and Gutter 3a Z� _ � to tlie project Landscape Architect prior to mstallation. Replace 4'-0" Concrete Pan � `= :3e.t ':> > ' Ci12l�� f{��. JC/��,� 33 Landscape Contractor shall submit the Company 5 wntten documenl regarding it's poli.�- Seperate Zone for in plant guarantre and replacement tn the Owner. Each guarantee shall Confortn [o the Boulder Address to 0 5 tu zo � Z� 1'Vide minimum standard of replacing all material, induding labor due to the sickness or death F Heated Stairs I I I �+ O � � � � � MBT�Cei �f�- 2'-0" Concrete Curb and � � of a plant for the period of one year following final ac[eptanm. J7,� eet o a d 34 Owner will have the sole and exdusive nght to accept and rejeY any plan[ ma[erial brought � � CiuttB7 Wltfl R01�01j EC{gl' � IN FEET � onto the Site ivhirh he/she m:�v find unaiceptable. T A 35 I.andscape Archltect mu5 have a minimum of 24 horrs nutice pnu� tu de�r. eci site visit. � � 1 inch = 1� ft. �f thrQP � Concrete curb, ed ,�'nR or sidewalk. � s�e oeca;�5 Plant Schedule o � ProvldePocAetsatStorzw�� (�COW(tl N N / � ` �aRr' '°' ''�'"""� '"`"`"� bol Common Name ScienHfic Name Flower Coun[ Size � � � Prune all damaged or dead wood aher / ��Kh�s- � _ HeighUSpread � ap i . , o planting and mulching. r .� � I '[y��� O m y ir-ir, o-r,e � \ Colorado Blue Spruce Picea pungens None 50725' 4 8' Ht. '� c � � Set shrub at grade grown in container or `�"' �� � �� �a���� 6V��Jer�. �e �,�A"�. � ` � ' � � m F ' - � � Factory cut Tt�ennal None 50'/25' 6 10' Ht s-+ � � ,1 '�� grown in nursery. Set top of junipers � � �--� ^ � � O �' � -- F 'E«�� Expansion SUP Joint ,. I ,-r X rootball to Einish grade uf mulch. Bend-A-Board � �,F �� m� ,,,,�,,,,e, �� � � None 50'/25' S 12' Ht � w .�a,m�.aw��i � " , + - , —a" c�,m �n.d eo�a n:�.u. PlasHc Header \ Finish Grade of � i i � , None 50'/25' 1 14' Ht. U , , ', � � Apply specified mulch tu 4" depth. � +=- _ _ F Fimsh Gradc or �- �Mulch Ded Area i�����,e�� None 50'/25' 1 16' Ht. � �.-, Pilter Fubric. -��--~ I � �� �_�__ Score container rootballs with encircling roots. . ." .� _ = Sod Arca � O I � � I- � �, = i `�.F �°mw+ ��be�a�r �� °' � I �Lodgepole Pine Pinus contorta latlfolia None 25'/15' 8 8' Ht. Q � � �� I �� i �—� � �_� I E _ — � pdo, w riaanq ��n �;_ . . o '-� � � �_ - 2/3 backfill, 1 (3 mmpust mixture. = _ � _ _ - s���ss�.�esi�n. , � d„ I �I I - ' oo Radiant Crabapple Malus spp. 'Radiant' Deep Pink 23'/18' 2 3" CaL [� � -I I I � � �_� � � � - Zi J' Rvse 5andsiene ' GA gal�'anized Steel � � N -I � �� � �� I �� � �I . '�-I I I = Remuve container. Place nwtball on ��nm�� o. r��e« � I Iairpin / '""'� m I Compacted X O undisturbed soil. Subgradc �� o Quaking Aspen Populus tremuloides None 35'/25' 34 2-3" Cal. p n �AvAI�U/i CO °� � �au rna . . iz -�I I 202 Fla stone Ste Detai] � _ � NOl F ���� r� k�ir � Piasec Scake i_ 35' o.c - FA � Fat A]bert Spruce Picea pungens 'Fat Albert' None 25'/25' 4 10 Gal. � � Plastic Stake Ca� 36" o.c. =� �� O Du not plant anv plant with rootball not in cunformance �`� max. use plated deck � �� � �vith Colurado Nursery Ad reyuirements. SeCt10Tl � max. use plated deck saews for attachment ��� ��+��� '� C, screws for attachment 6end-A-Board Plastic MU O PV12 P1ilU5 OlU O NOTf g g 5-20'/5-20' 6 3-4' B&B Header Board Hofd miilch grade 1 " below edge of walk. edging or curb. Dwarf Green Globe Spruce Picea pungens 'Globe" None 2'/3' 9 5 Gal. Job No. 0407.Oo � Redtwig Dogwood Cornus stolinifera '8aileyi" White g'/g' 1 7 Gal. Plan Issue Date �\ Shrub Planting ��' Cistena Plum Prunus x cistena Pale Pink 7'/5' 7 5 Gal. / �,,, \ b Conc'1 Rev. June 23, '04 c" ` �ut to I h tty and Drainage Easement a�aa'���;',s Lot 23 3 ., Montgomery Spruce Picea pungens 'Montgomery' None 5'/5' 1 10 Gal. Conc'1 Rev. July 27, '04 � Bend-A-Board Details ��„n�;a o",7,er �,o�. ,, .o� - - — Z�3 O Snowberry Symphoricarpos albus White w! Pink 3'/4' 3 5 Gal. �r Not to Sca le DRB Rev. Jan. B, '0� �,,,,,, � " �— _ _ r��� ;, _ �� Jackman Potentilla Potentilla fruticosa 'Jackmanii' Yellow 3'/3' 16 5 Gal. TOV Rev. March 4, 'OS � , p 3 �"'�` ' � ' ( �� 1- Ural False Spirea Sorbaria sorbifolia White 5'/7' 12 5 Gal. �,��,,. �� `�,� �,} � _ Property Line � , k _ `� Kt Wood's Rose Rosa woodsii Pink 4'/4' 15 5 Gal. ._�. �;v*"',+"� � ��� -� ' - � �' ��'"""`� a� Rugosa Rose Rosa rugosa 'Hansa' Purple-Red 6 /6' 2 5 Gal. ¢,.-.,zoo y✓µ4 yy���' , " ' v�.#r.,� . � � _ ! � � �y+w� .,e y� � � �" '� _'��� � � . S Serviceberry Amelanchier alnifolia White 6-12'/6-12' 6 5 Gal. � �r " '- ; {, ' - : . e ' . � \ _ " -�.. '•,, n � ,l,� �� 7� .-n. - i ' ' . : - _ � r =r �� � y,,,�� � F O Alpine Currant Ribes alpinum Insignificant 3-6'/3-6' 13 5 Gal. ,fi, � �� - _ �YR � �� � - �'roperty L�e � € � Mixed Perennials Kl � 18" Spacing 700 1 Gal. /� �a y u.V�� . � ' . ' f av �= Vy,y� _ : , � - �- �° Lot z4 -f� �� ,�`� - _ �f�"" � ;� � � � - 1 ' � '� ' _ - � Sod 550 Sq. Ft. �,CV'� 'fiV' ?' _ ;�c � �' �' ' ��� -� �°a . ...� '�,' �� `� ' � � ', � ' /���� � Drip Edge; „�� .�`� '���� ' ' 2�" dia., 4" Dee River Rock Border zOZ � � _ ��� pu�µ,,� P = , - � � " ' � Native Grass/WildFlower Seed All Disturbed Areas '�\ � I ' ' w/ Mirifi Weed Barrier Fabric (Typ.) � � / �� t - � � (See Detail this Sheet) - . � _ ' ��� � < � 1 ��� '� wy�,� ��Q � .. � V� . � _ � � '� � --� - �` _ r . . � I 't�� - . is' s� ' (TYP•); � � ,�� � ��� �� , ��1 — � . ; _ . � . Dn nui cul ledder. I runu �mn�igtd i�r .ica�l �cau.i atter � 2� See detail this Sheet. 1��� � . .. . . . � � � � � � � — � � � planting and staking kc.ep cro�� n shape typic.l of .peries. _ 6. . . . . ' . . . � . � �; �. � \ � . I , , - - �"�Y n i ��R�� � 5' Utility and Drainage Easement Specified tree �trap collar, do not twist. % I � ��� - - _ _ _ _ - -' � _ _ _ _ _ _ _ - - �t.lrillt Of D1StUI't78I1C2 �_i �H' - '1"���� ld gauge galv. wire H�ith 1/2' dia. x IS ' ��hite PVS pipe un pg I �� � — � � . i each �virc. . � . \ � � � I � .----T—? � � . . - . . I 200 Limit of Disturbance ' ' � � � �� W � I � B �edroom #2 SpeciHed3equid�stant osts, alignasap roved. kci�p � � I �� lumb with to s eaen. Dri��e l2 ' intu u 1 isturbrd .� . �' ' � ` �. � �� . I � � 7p t I t k I t 1 1 - . ; I� I (below) I � � . . � � . - . � �. I �� 2� s�bgrade ou Sicie pl,nting pik �ree , a es oca c� in .ii e �� .- .� ' .. ' w R � , ' .': I . � . . . . wa tenng sauc�r. On h�ees gna ter t han 3 ca liper u.e guc S < < II I �. � C� �� wires as per evergreen trees. �z0 . . � S � _ S . '. � I � ��� � el.lr0�m fl � �l CP Mu1ch . � CP , . . . I - 2p4 � Wra� enhre5ur(aceottrunku � tobran�hes �cithruyuirrd O _ o � Bedroom #1 � � Bed wrapping, when specified. Refer tu Specificati� �n< Si rure �it � " � � 1 � (below) (below) �f ��, r ���. ���� � . top with duct tape � � � „,,, ww � '' � . : .. 5 � : , j� � � � . '= HQi - �� .!""Y , ' . 1S' Side Setba � L � � � � Fi I 4' water nK saucer wrth specihed m �h at a deplh ��i I �" � "^ '' `. � � `°- , i� ;,Rg 6 � a Che trunk� 0 4" at d e edge f the ring�� emove S mu i � � . . . ` . . . . , l tl t i o R � ' . . �. :. ts 4 _ .' � Ci - - '� �I � � — -- � r, �' �� J. i'-3� d� . - . . � upon sodding/ seeding in irrigaled areas. - � " - ' ' " � — � i � � 31R' aume�+ mus bo�lde�5 . , , �. � .�. sR -. 1 � — - - � 7'� • � �. 4 y✓ � Stone Paving � zpla d a� �h dvaeon oi the I �� 1 � � � i � � N �s � i�,aKa �e�n � e��-,,� -t - ' �+ � 1 Glml� Room � . \ '/� ` ' '° " r � F 8`"' P"` - 2p8 I lant trec 2-4" abovc surrounding gradc on undishirbcd „H � , y , � � .��.. . � a � m��, ��, � Lot 25 � o � � ' f � � `� �,- ' ' I leated � � / � . . . . . . � suil. Set trunk plumb. r 1 a, � � : �- � , - � r, :� . . � � �� (below) , � ( /, I � �,,r,;,^ \ J � 1 :��, � �-� � � .., � �. . � �: ,.., . �� �� � �. � � , , Water saucer lo be 2-1/2' from trunk of deciduous trees. `+ �' '. _ � . � ' � � - Heated '� ` � � i ' , ` - '\� � _ o � uo =ill � I � � � f � ��� � � � � — o —� � � a . . . . . . 236ackfill ] 3com oslmixWre. . ��: . . i . I l 12 _ . Y , �: Sod �. _ Patio � , I - - — ,, . , � � ` � � , _ I I' .: � -' J ' ' � Fire ,�� , .� 0 4i �,��.1 ,� o II I I � � %yT I Remuvc all twine and ��ire [rom ball. Remu��e �vin� ha,krt� � �J"� 9 t: i � - . . Paving Type B � � �� - Plf � _ �M1N�' J�h i -���— — - � f , b e. i . m.� a �iN,,, �. ne i- �-. I � " . . 212 � +.��y " � .'� . . . .. ,�,. . �', . - - -- a „���� ,,., F. .� ., . . � . . / � -� � �_� I � . lnitial stabilizinK backfill 1 /3 depth, cum �,acto;l . � . � � / � 8' i . Compacted � � �:A �a'�'!w,� �' � : � j 1 � � � � � °• j � � ; Subgrade �� I -l� , ' � � . .� � .- � � � � L'ndisturbed pit bottom for rootball base. /� � � < "-y � �j� � � � � ( I 1 . � , . �' � ,'� � �y •. . 214 2-3 X's l3all �)ia . , A� � 3 /� r . - � � _ - - ' � � I , � '� � o � ��t7J�A. . .��. n9��i !ch - � " � � ✓" .- . 4 � T�� , �� . (tiUTL[: l . ) Kuot Collar chall bc Defincd as thr ! oint ,it whirl�� ,�„� �-. 2l . . �,• . ��, . � 1 . .' �.ti ; � � 6 �tr �, S�`�?` .- He�i Vfi�� � . thu Trunk Flarc bieels lhe Rool Flarc. (�' � � \� � � 5 . � ' t � Paving Type 'A'; � � . ` � � � ° �r Proposed evergreen trees ��>� q''�f�Y�� - , � �� ' 1 c���., h� �,ava�„ �,� � _ — _ —_ --_ - �� ��, �i _ � v � �, � n . 1� �— delemtinedb owner. - . a � � by adjacent project � ti�l � `. � � - � ���` _ ____ _ __ ' � ` I � � ����� �10 � 21e � � � � �04 �ECICIUOUS TTE2 P� aTl �lil (under construcHon N" � a - - - - - - - � , ) , 12 - � � � I I � v'„u�� sc,le � , — � , - / . .� � � _ � � `�� �.� .. � � .. � . '�.. � Guest Bedroom7 �, � --"- �- � � �� � Q.� � f�� � ; `f 1 JJ � Proposed � roel� � I �—� — � �� � ^ �'�, . 218 � . � O f-+� ` � .s � . . ° � / ° � o / ��`�� �� /� I )i� cnt c� t Icadii . I'run�� damr �cd u� dead �� nnd afler � � T 17'7 � � t plant�ny .nd sWkinK kccp shapc h� pi.I ��I �pede�. Do no! � � Y'f� ..10 � �, � � ° �- ` t;: . . Llll 1 � pruneaplowerbranches • -� :'��.,.. � I� �� � / �. Existing „ � pep„ � �20 "` � I o� ,� � v � � � v + ` � v \ Master � o \ � 1 ? � � � existing deek ` — Specified trunk strap cullar, Hea�ry duh I �n �:at t �� I.t � � ? -�' � � 'i I ,A��� . o � � , . C '� � Straps should ha��e dearance from the trunk �n a� not to � � Blllidlllg �� � ',> ' ' � � 'dY"dge � �\ I � � �1 ' � havegirdingeffect. � � � . � ° - � � � �� � � %� � Bedroom � r� � . � � . � � / � � 7�� � � � � = ' ` . � � � � ETIt � �� � � �' � � � � +' r �1� � � � � �f' 14 gauge gah�. �eire with % " dia. x 36" H�hite PVS pfpe �rn \ - �, o � r}' _� �'� '�'�(� , � each wire. � � 1 � � I _ � C011I't � - - - -__ - \ : �. . �, ' � "�` � -:; '^ - - - - - � �. - � � ��� . . , .� -. . . ' ; � � - - � - ��. ,. - � . . _ _ ! � °� � � - - - - - ,- , � �_ � ° 2zq . .' _ . L - - _ - - - - - = II , . � . jy ' � � . , . . . - - . . . � Keep�de of branchen tuv�de�ent ru �ama �e �On plant< �,� - - � � � I ��- - , ��' -'-- . _ :"� �. � . � � . � « tall and below stake with 2 stakes as per de duous staking. ,y � . _ , _ � � NN I � _ { /� N �� � � � - - � I � B<�• ;�.: �" \j-' � � 1 �� . � ��� � 4f �F/.: - ' r ■ \ 1�1 .� � ' P�y� � � V J ' I IL - - J L - - _ - : � , -I-+ � 4 _ � 2?6 � I Paving T�e �A; L - - � � I � o - � - ' � �= ' � _ zq [,Imlt Of D15h1LbdnC2 � Root mllar shall be 2-4" above surrounding grade. I- ill a (n o Color, type and pattem tobe I � ' ��; � watering saucer with specified mulch to a depth of �! � v � detem�ined by ownev . � � �! � . � �1 Existin � I � �.. , ��� � � �� � � ,��; , � � �� � � � �fl�r� � i, S�ecifiedstakesatd" ��atcnn,� .aucerdricentlush �� ith � � 2 �� . �` � �� /"� �1 , grade, 24 , lhree per trec. hemu� u �aucer upue xe�m�; or � ° 1I smneraving �" �� � � . •���;�. ,2=6 � �` sodding in irrigated arca. � T , Drive �� �,o�a o � ���.,�on , . ' .. � � � � ,—, ��, smdF . Srtp � ym.d .�Mn' �� ✓ � n k uT+ .� �, � � � �"/ Wate� SaUce� to be 2 �h � hum tninl. ul decfdunus trcc�. � � /1 Pa.�i+� T e 'B ; x� <<^i B yp ^ ,/ u � 0 � Com. Npe nu1 p\tem m be � � � — — — — — a�wM+ er �••,�.. — — — —<. — — — � — — o ,..,. il -- Z/aDaekflll, % eompostmiature. �Edg�� y� - � . : '%'�' 8 �� I � ' Remove all twine and wire from ball. Remove wire basket�. 232 � . `.�. .� � � ., � . ` �- � � ��, � ��je . � , � ,y�,�,. ,� ., y; 'h++ Initialstabilizingbacktill % depth, compaded. �. , . .,_. �' ���" � � - - - i ° o �.. •- , . cn : �' � �>��� � � �"'- � ' t 't�� � �'�0 -� � �-1 I i- Set rootball on undisturbed soil. Remove twine and burlap � , F , ��" � cr . �. �� � � �, ,; � �, � Compacted from top %i of ball. Remove all wire baskets 20" belo.+� tup , . ��, x,5• o ' �t ' � : "` S g de _ , - . .. _ _, : _ ' \�,'�`" ' n � ' ' ' 22 ..._ ub ra , of ball. 36 �' � . �i_ w ' � !�„�' � 11� Paving Type ELECTRIC � , tS• � � � . �F ' , .. _ iN \ o o s ., . .. . . � ' ; ` -_ \��\� Colde�rmin d6downA be � - l3dll Did. d' . � ' ' METER BOX � . � .. � ,,, � , .. � , .. � N . . . �.,� , " ,� i � 16 . 12� Y c SUI G�. I .) ftuot Collar shall bc UcPinrd aa thc Ibint at �chich the I nink k lare � '� _J . " , • ' `- .' . , . � � - � L �teels the Root I�larc. CABLET.V. � %}� ,` . � 1 �`� , � RISER : � ` 'l�tV� :. . � �. i ne p � � �y � .f�� �� ��.. � : � � � � � . . , � � � Property Lin °� ��. �. , tifi. - � � .- � , � - ��, � � cP � , . ��.. � :� � ' i� �'fl N� Il TT'ee ��� �, � �� F � T �115 Ever ree Plantin {\N \ e . ' �_ — _ , ��n � . StonePanng . . :. � .�� � �ottnScale . r � . : . . 'd ' - . � ; . �' . _ _ .. . � ' CI d tltland ' 6 P �� . Y - . _ . .. � . . . . ' b � . StePnr V E � P � � Q _ �. . _ _ ,;,� ��,� �,em �'-'ti/ i � � �j GKAPHICSCALE Trensformer �� . , - n . . - ��a.�, izn:� . � � , . a • . . —. — — � �; :, � ,o o s , o zo Sheet . � , . , L2( fN FEFT ) � 20' Wide � 1 inch = 10 k. Ot three Forest Road ------ o � � � � � � � N O cn '� o � rn O " .-. x O � w Existin Ever reen � _ _ g g ° o � � - --- - _ Trees to Remain .�a. ~ � � � � � m � f d—� � �,�y:' i?�s � ��( - � O� ;�, f.�, � �� ( �� J� — a , _ �tYp • � � -',��� - �, �"�--�' � -�``, � .� - _ ��=� �� � �•�'r�•� � �o + i .� � Y`I` � ��- � % � �fi�~ '� '� �'-� �� �` - J� -- �� 1` _ ' 1�`� � � � � � �`�' _ ', A `, � 1`` r ' � � � . . , �� A , A � /�`�� �"�` pu�K � � � � �� �_ Job No. 0407.00 �, �� _ � — _ fi�: � , � _ € - �� Issue Date \� � � f` _ � Concl Rev. June 23, '04 I ��. ,�, . -� . � =� � f��n € i ?'�"`� Conc'1 Rev. July 27, '04 .�'r �� '�+.i h"t�r �...�� �� A-� � __ � � r - I � - T,'f1t � -- � � _ — — — — _ Owner Nov. 5, '04 _ ���� _ � DRB Rev. Jan. 8, 'OS � ` I anCe � — _ _ _ _ = i ry � ���� � TOV Rev. March 4, 'OS ' � \ • �ist�"��/ ��- _ _ _ _ _ _ _ _ _ _ _ � ` q til.�l� °� � i �i ii Limit of Disturba I . � i � � i , � � � � nce � ,'� / I � - � � � 1� �' � I ��� �' ',� � � - � , , : ,a �� � � ; ��� Pro osed Ever reen pad����r �I � F � � �� � � � � � � � � � / � ; ...y. . . . / � o ,��, ��,, , � �� � � Tree ty� OMP�� > � �-___ _ ` � ' /� I O O (�__ FA \ I II < �� I �/=' II ��f��\\ % / , ;-t��,., O `/ . /�����.�� I _ ` I I I � � ��h���� O O _ . . _ II i O �O O^ I / • � � . �I a \� � � , � . � � � � - ¢!�� � �lk���:�� o / o )� � ; / � � � �� �� � , _ � � , � �u,,� � „ � % �� , - � � M"' \! / . , �, - _ � � - r �' _ ��� �„ �� i �ii � � 0 a O �" �� , ,� _ � ,� � � _ � � � � o � �� 'r�it�` �-�.�„ . -�;�,_.P.� � / � ��AI ��r,� � I � � - -____ - - �� � ��� `�� ' � - - - - �� �� � �* � � '��� � � �� r�. � � � � � � � `� � ����_=___ - -_ .� � � i���" � .° � �'� � � � � ��� � � , � � �� � - � n � � � \ � � � �� � � , - � � � / /� \ � � .. . , �� 4�J--� .A..,,:' � \ / / I �`� ° � � , ��'�\ � O I \ 'i � � I � - � � � o �A ' , � , � � � , 0 , �.✓, , o / o ;, � ��- � U . x \�' � ' ` �- - � � „ '� � �� �� �i »����i� �d o �� � � � j � � � � I II � ,� - �.�` ,I-�+ ,� � � o � � � — .� j�„�� � Tree Sun� ma : • �, � � __ _ � , - - - - - ry _ , � � - -- ' , -___= - - - - - - _ - - o � � � -� - .fi � ��!-______ _ -- - - � — - -� � ove � � � � --, `��. ',�� � - � ,� � I ,.�'� ° � �� * ° '''' ; , ° ��°�,��, 23 Evergreen Trees to be Rem d; � o , � � L = = =� � � � -_ � � � ; � 30 Pronosed � U , � ,T—r— ° r c� � Q� � , ` � � _ � � � � � �� �� ,� � � �� � ��� � �� � ��"� ���� ��'� 3 Deciduous Trees �6 be Removed : '� , � � � , q � 34 Proposed � w o � �, � (see Landscape Plan for tree type and size) Cn � �- - - - - , -- — - - - - - - -- - - - - - - - - - - - - -' � '�� >� O r--� � � � � � _ �c ��y�.� ` %��� t; / � � � 4 ); + ,} � p :�^�` . o . r.it!�-J �' '!? 11 " � - � � 'x�.y`�• . . . . _� - � � � � �� o a�f, � ' ' ,� ���'�/' � � � � � � M� � � �'`"�/ Y.r � . � � � . . , ,., � �y.,�� � � . �� � � �'�a9/ �� . O O T�` ` "?�'�b((.�/ . ''1 ' � � � V . � � �'r_ � � � . � � �p \ \ � sl.�i . ���_ � � � � i � � i O �i ( / _ ' _ � � � � � � � . � � ���� O '"�" � O � '� —. �y��l � {�y�AA . �'1 � �1ff�� � � I �II � �� //r _ � � \ i � , � � � � � � � L : . � �, : � _ _ , .. ,. e. ' / �tr <� , (l) 0 _ �'��W� �"� � ^ , , W �� L�.,��C . � _ _ , . _ � , _. ._ .___ , _ � � _ _ _ --,____ , � _ _ _ , , __.._ __ . _ _ _ _ . . _ __ -� - _ � � � � � � � ,� � � N Pr0 osed � Existing Evergreen p ' ' ;� ��� � Trees to be Removed Deciduous Tree �t . � Yp � tYp • � N°� T� GRAPHIC SCALE � o o > io ?o Sheet ( I�] FFE'I' ) � � 1 inch = 10 H. of three � � .,, `: � �� � � O ~ v � � • v J � Q �� �j P � O N P P W ~ 5' Utility and Drainage Easement � � - ' - _ _ Lot23 � ° _ _ Lot 24 � ° 3 _ _ -�- _ _ d 0 - - _ Pr �, , , � _ _ Q �- rzoo _� - _ - ,. � -_' _ \ _ . . . _ -� �� _ _ _ _ _ °` b � .� a, - � x � . M --.._ .. _� . . � ... � a � _ zp2 ._ � _ _ - - - - / � . . ' - - p �� _`� / '-. I - _. . � - . o� ��4 .. ' ,... I \ _� ' � � - . .. 1�' Side Setback - �� �� �� _ _ � - �os , � �� �� ` �= =' � ' :� Boulder Wall (Typ.); - � I 3-4' Moss rock boulders. See - - - - - � - - - - - - . r- - - - - - - - - - - - - - - � � LuniiofL?isturbance \ ��e detail this sheet. r - - - 04-�, � �20p LimitofDisturbance ' �4 �� �� � � S e r v i c e A c c e s sl � MAX . SITE COVERAGE 20 % . 478 ACRE ( 20 , 820 S Q . FT . ) � � I � S��E NNEC� TQ 06 ��� 36"x48"x2" sandstonepaver ao2 ALLOWED : 4164 SQ . FT . �8� D I-stacked � I T - M" 9-A-99 � placedataccess ioo\ nocrub. PROPOSED : 4092 SQ . FT. � � � 2l0 � Retaining Wall 6 � . . . - - � � � - �^-. « de�;\3> � . � o, I I � I zp4 ' � SNOW STORAGE 10 % OF PARKING - HEATED ` � � �I ���„ o� s� � 5' Utility and Dxainage Easement � , � � I �r , N ' : -' � � � , � DRIVEWAY / PARKING 3080 SQ . FT . _ �� ��� , � FPE: 208.4 � �� - a� .. >. ��. 15 Side Setba - �� �o9.z � � � . I FFE: 208.9' II � H�� � oj% 308 SQ . FT . SNOW STORAGE REQUIRED .r �,. _ . � Ot Z1 I 8 � IL _ __ _- -JJ � 2090 �., .�u� �;o� °8� ; 370 SQ . FT . 5NOW STGRAGE PROVIDED � �12 , ' " - - A.,� I � � o Random Boulder; � . �- _ P/� � � �:. . � ; ' 1 I � O I � v ----- ��� ``� � / seedetailttiissheet.. L � t 25 FLOOR ELEVATIONS 3� Heated ._� � /� 5�� � � as - � � FFE: 208.9' I � ��� `� Pario ° ` � 1� 8228 . 3 ' T . O . SLAB GARAGE 70.0' A.56' ` � I e ted � � � � = zl°�� 8228 . 25 ' T. O . PLY . MAIN LEVEL ( SOUTH SECTION ) I . .. �__ �_ 208.9' � 208.9' 2°�° In1et09A�.. . . �,� .. . , - , „ � °�= �� i2 8219 , 65 ' T . O . PLY . MAIN LEVEL ( NORTH SECTION ) 21Q c, _ _ z � aea s.aa o9 s , $ >: I � III d 3 "" Fire ) �j 8217 . 25 ' T. O . PLY . LOWER LEVEL ( SOUTH SECTION ) " � _ n�t � �. ; ; � ziz f : 0 , �, 8208 . 65 ' T . O . PLY . LOWER LEVEL ( NORTH SECTION ) � �; ', � � � s � , `�' ' � , .� , 1 � � 885' � � ?. -, � 4 v 2 � �.��-� � � �' ' '�140 14 In]et8o � � �� � � � 12. � �'�Y � � � . 214 �as � �r:?�` � I � I ��: :,».� T.o.w. izs� : $ �o �, � I I � � � _ _ � iss RIDGE HEIGHT ELEVATIONS �. / �ao 1 ��_- ______- �- - - _�� �zo. I6 �. ` zi6 /� � � Ol = 8248 . 2 ' T. O . PLYWD . C ies I -�______ - -- ` ' tia• ` . . � ,- - �i �� � � � � = 8237 . 7 ' T . O . PLYWD . ` i4.o� I � vs� 2i �3 = 8236 . 1 ' T. O . PLYWD . Existing � � � � � � � ���� � "� ��� / � , � = 8241 . 7 T. O . CHIMNEY ` • • o � ��� � ��,b.o� � �IS - ;�� � / • (5 = 8252 . 2 ' T . O . CHIMNEY Building �. Line of ��� �11 ; � ' � �, �� s ;� i zo �� � ��� o������� -z� .o� 0 0 � zo � �- '`�`�� ° � existing deck , Nry I � � � � / � � 20.0' .. � ; _ , �,,� � ,. . .� 22 0 �.. A ? ' I ' 23.0'�22 X _/`�-_. - �7 / 2 O � II II iO.� ? 7 5 ��' �. � � °' �\ 4�.1 1 QQ - - - - -_ -_ - r o w. - � �u ,yti j; � : � < �. � � zs.a� __- - - - - , r�., . :�i , 8 0 - . .e ... ..e:, 283'� _ GAS ME�ER 29 6 �� ' " _ ' 27.5' 26.0' �24 a' 24.0' �2� �. ,., � ' .. ,_ - - - - - - - -�� 28.5' P H O N E /� . . � ._ .. � Ll" ry ...�.`.'.�1. '� �2q '�J'�� ,_ � ze.i - - �-ta-et� -� t�A 3s.i � � 29.73 caa�EanNe��r� 29.0' _ . � _ � _ - � /i- � �� za.r 2 o L e�ecraica� �-,inle � 0' ' � � 28 � r, ,, D'Y-Staeked � � � r WATERI 1 Sil {'OC � � � � � � - � � � � 2 . � 29713� METEJ � � �' � � 4�Retamin Wall lizc --n , � p � L _ - - J 1'F I � - �3P� � �� "SOS 2v0 , (sceaetz� loa� � � � , __ Wee Hole' - .�. T.O.W. 33.0 29.4. �'� � �"` 22 �- „ thiough wall -Txench Drai�: � 2y.4'- � � � , „ a�..�., '� �6� 224 G'd , - . -29.4. �4„ S�p� ., , � , , .. 6" STONe CURO V - � Eor drainage 9814 Ch�ttel Slope Precast - i i�O.W. 33.0 =� - �� 32.0 � , � . � I�"'� ` - � l � e;lC � 4 � � 30^ �unao ani� ��a // ` � �� ._ � Concrete System with 9870 �'1 � � A ��S 31 D' ; � Drivewa � � o O � / �`°' � � , �. Y �34.0' r , +mr � �/ �+ y� � � Slotted Galvanized Steel Gra � a ;� � o� � Limit of Disturbance � � � i� � � A � heatin zone 'A' i " „ _ EAlt7�lil� I � � � -bY7eyR. 9mithMfg. Co F-2.1% _ � � � g / �/ � �8� ��� / � � Q �s � . . . . . . . _.. .. . _ _ • p \ �� �,. ' way Note: 3 o m % � v.; DriV l. Sloped Retainin� � � � tln one 'A'� A31 �priveway and ���36 � � �``� � � � 3 � ?9 0 � � ,''��. � Wall with Grade g30 - - - � - -, - - - - - - � \ N� / _ _ °` _ z � 6" Stone Curb � Parkin areas shall be � ° ct i � � 1� T �°`9 � � � � � _ heated. Zone as � � - � � sER��ce �- �' � 32.o'fi 30" Guaid Rail 1 �I �� �r, `` .__ . g1PEEt / �j _ utdlcdted. \ t��"J . . I� 33D � 228 / "` + 1 RELOCATE ELECTRIC METER BOX TO z9.�5 e° 360 � � ALLOW 3'-4 ' CLEARANCE FROM z3z � � In� t 30 ] z � , � ' � GRAPHIC SCALE � T.O.W. 32.7 �, ��� %� A � 10 0 5 10 20 '�"�� ' � ' � - - - - � E CONCRETE PAD FOR THE ELECTRICAL H� 3` ' „ � � � �� �,�i ,i/� / � ,y� b - Existin Tree to Ee Removed �� - -3 _ inlet 30.3'=. 29 75 v � rr�� '' /i, ;. ' /,� „i; ? g TRANSFORMER PER HOLY CRO55 �` �� =- �n „ ; , 1 3 234 33s - ' � .-- =�4 , „ � �/ / /% '� � � i� Sno�Stora / _�- � � �� (Typical) REQUIREMENTS � r" 3z.5 � ' � ` _ � � /// � � '' � � V, , }� � z9 �5 , . ,1 / FE � 23 ` T.O.W. 362` - . , _ _ ,. .� . ._ � � . . > _ ( IN ET ) : � / � .. ��36.5' , � a - '��----�- li� . ... ., , � ��// �� � �.� 1 inch = 10 ft. LOCATE ELECTRIC �.o' o � � �j,� � � � 1 METER BOX 2 _ � � � aP 3zs �� /�� � , �� 3 Existing Txee to Remain CABLE T.V. RISER � - � • � � � ''� ' " � ^ _ _ � � • � � � : - Dry-Stacked � ... _ _ _ _ .. � . _ � � _ . _ . . . "� � �, /�� .� . Q _ _ e�� �% � � � ° : Retainir.g4�'all 38 -' - - - - - - � �j �/j- ] 0 C ; _ ��'6 . a - . RELOCATEELECTRICTRr�NSFORMER � � - � ` a `� (� ae�a�i �i-ioz� - - - - - _ _ �gA : � � � /� g � '�y , � TO WEST END OF PROPERTY, . - . _ � � , - . . , _ � � - - - - _ O � � �i; /, 38.� � , � � � � �:�> Driveway heating zone 'B' TRANSFORMER WILL SITON 5'x5 ' � - ' ' - � ' ' � a �� . - - � ' �/ ' !j� CONC. PAD AND MUST HAVE NO � 2'-6" Concrete Curb and Gutter � . • , ° ° > . ` ' � s Replace 4'-0" Concrete Pan 3� z � � - � �+ _ F. s.i � � PRO ECT : 2403 OBSTRUCTION WITHIN 10' IN FRONT Separate Zone for BOULDER ADDRE �SS - NEW LOCATION OF LIGHT POLE - RUN � OF THE DOOR FOR ACCESS PER HOLY Heated Stairs � MARKER; 3'-0" TALL, z0 Wid ' ELECTRICAL CONDUIT TO NEW LIGHT 8x8 WOOD POST � � D A A W N B Y : CROSS ELECTRICAL. � �� \�� MAXIMUM POLE PER T. O.V. SPECS. \ �I�� D A T E : � S � RELOCATE ELECTRIC � 2 '-0" CONCRETE CURB AND � 8231'-0" TOP OF GUARDRAIL � � F O r R o a d (5pr ) TRANSFORMER GUTTER WITH ROLLED EDGE R E V I S I 0 N S : 07.21.04 TO WEST END OF 2x WOOD CAP SEWER MANHOLE PROPERTY RELOCATE LIGHT POLE 11 .08.04 MH 8A9.3.1 � �-- i �� WOVEN METAL � DRB REVISION 01 .01.05 CABLE TV TO TELEPHONE RISER BE BARRIED � TO BE BARRIED STRAPS ' `" 0 � .24.05 ELECTRIC METER BOX TO BE 6" STONE CAP � _ 02.08.05 CONSOLIDATED WITH 8228'-6" TOP OF CAP ° v PERMITREVISIONDi 03. 14.05 ELECTRIC METER BOX ON THE BASiS oF ELEVATION: 8228'-0" TOP OF WALL ���' � � % CD. 02 Oq. � 9.O5 WEST END PROPERTY LINE SEWER MANHOLE !_% . ' , ' - " : '.' : ,r-p . c• : . � MH 8A9-3 % �,: .` INV. ELEV. :8230J2 ��ii ' - � '� � ��'���j�, RIM ELEV. :8238.41 �� - ����� ��� `�- �'" li� _ o� ^ e- ���\� ���i� i �' " - ' i��� '� �ii e ° ���� iij ' , ...' . . �� � . �, � �,' � - .� � - � DRIVEWAY � �� SITE PLAN j% ' � � CONC. 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'vi � � � � --� - � i h � .: � � � � �� o 23 . :�, . . o � '� � � � , ` � � �.�� � ��� � � �_ ��- � — � � . � �_ • �A�'•4 - - g `� � - � � � � � � /o �� � � � � LIGHTING SYMBOLS , �- o �o " �e� ' � �� o � � � �� ' � .K( � 1� EXTERIOR LIGHTING ;, �, . , - - - �.;t- - - - - - - - - - '�7NMM' �NI!���� / - � - - ���� _ , ` �_� - - 9 19 - 4 WALL SCONCE (UP/DOWN LIGHT) �� � — 1 - OO SURFACE MOUNT P A 0 J E C T : 2403 38 — — — — — — — — — i � � /� / ��'s — — — _ _ _ _ _ _ — (- — — = � � O � TOTAL PROPOSED: 20 ( 20 ALLOWED) DRAWN Br : - PATH LIGHTING 21 - s ST� P LIGHT ( UNDER 18 " ) D A T E : 19 - � LANDSCAPE LIGHT ( UNDER 18" ) REVISIONS : 01.21.04 LANDSCAPE - AMP SERVICE 11 .08.04 2 _ � W. P. OUTLET FOR CHRISTMAS LIGHTS DRB REVISION O � .O�.OS 2 - �, a W. P. OUTLET FOR CHRISTMAS LIGHTS 01.08.05 J� PERMIT REVISION �03. 14.05 f.D. 004. 19.05 � EXTERIOR LIGHTING PLAN ( 1 � : �o NORT� ci�i�Hic sca�E EXTERIOR LIGHTING , o o > > o zo � � � � � « �—� � ( IN FF.E1 ) �O O /1 1 inch = 10 ft. � � � � � � � � � � . _ - . _ _ _ - o. O ~ v � . r� ' � _ � I _ / _. _- � . J O � n P �O � � N � O� W ~ 1- 1� _ ^ � Q . � _ � � T H _ / � � Q - � � W � v H• Z O � � � S D ~ _ � � � o M LI'1 w + O� �r% � V o � � � . H / � � U i . .- ___ --. G� � • -L' i � _ _ i / � I O /// i _ / G&EA - LA RLEVEL � ' 3�25 SQ. - / GARAGE 700 SQ. FT. _ . � - _ --�-- � � �� � � - - � � , � �i � � u i — - - 1 LOWER LEVEL - GRFA � , ' 1/8�� = 1 �_��� 2 MAIN LEVEL - GRFA -- iia�� = i�-o„ � — -� - — _ W � - Z - � - O V _ Z o 0 Qo Z W ° � � o � d Z � � o � � ° � � � Q � �� 0 ❑ _ � � � � � W o � � � � � � ' GRFA CALCULATIONS: — -- MAIN LEVEL - 3025 sq .ft. � - /'�,�i� ,;ir '>; , � . -- - - - _�� . p _ �� � aEF _ �- � '�� ;, 'j�; ;,; _ LOWER LEVEL - 3725 sq .ft. ` � ������ � � TOTAL HEATED - 6150 sq.ft. � � !- _ � _� /��i, , �,%,, � �%i ; �i%,''!�' % °��%%//%i' � GARAGE 100 sq . ft. P R o � E � r : zao3 /i,�i /. . . -= ii��'' !�!�/� � ;�i���;�� GARAGE <bOO> S .fT. D R A W N B Y . MA vao � :� to s acE400 �sQ. FT. ,, " � �/�, � . � � - 9 D A T E : , i, , /� ;,���� ; ,� TOTAL GARAGE 100 sq .ft. � ' �� ����/ Q__ � REVISIONS � � � 04.04 , �/ , � • Xa� - - � � VAULTED SPACE 400 sq .ft. // � - -_ �, -- — - � ' � - - - - ; . , �. _ .�—� �— -- - - , - - _ = TOTAL - 7250 sq .ft. ' � �- �� � _ _- C "a - 5 �\ ALLOWEp - 7256 sq .ft. � � VAULTED SPACE - GRFA GRFA 3 iia° = 1 '-0�, CALCULATIONS A003 � 41�_��� _ - -� � �' -- - -- - — - - --- - - -- - -- -- .,� m a O ry � t"� ^ . Q 6'-0" 6'-�" 5'-6�� 6�_��� lz �_z,� z �_��� 3 �_4�� � o - - - - -�r --- ---i - - --�r--- - � - - - -- -- ---- � - �-- -� -- -- � a � � a I II � F.P. 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( v' W DRYWALL CEILING CEILING (TYP.) 1 J18208'-7 a" osi � � FOR LAYOUT � u F . 0 �R - - - � - - - -- 1 � 7 � � osi ' T.0.4 SLAB � - � � q Tr / � SELF CLOSING SELF CLOSING I OFQ�4pM // TIGHT FI771NG, i1GHT FITTING, , fM' L `OWER CONCRETE PAD 1 3/4" SOLID - . 1 3I4" SOLI� � j _ 12" BELOW CRAWL SPACE WOOD 20 MIN. WOOD 20 MIN. ' — - - - / � SLAB TO ALLOW FIRE RATED FIRE RATED L CRAWL SPACE ADDITIONAL HEIGHT DOOR �OOR Z LE55 THAN 5'-0" � BOILER h8211'-0 B" REQUIRED FOR CRAWL SPACE ��_�� �T�SQ�� MKHANICAL EQUIPMENT LE55 THAN 5'-0" � ^ /� v � 8211'-0 �"' VT� SaSS— �� � // 1 LAYER 5/8" TYPE � L CEILING ASSEMBLY - 1 � "X" DRYVJALL Q ISOLATE CONCRETE SLAB LAYER OF s�e" DRYVJALL 2 WALLS AND qqOUNDN EIRIMEOTIET ATTACHED TO FLOOR CEILI�� JOIST, R.C.-CHANNEL, 1 LAYER 5/B" NPE "X" � DRYN/ALL CEILING 7 !�_i�/������ PAOJ ECT : 2403 DRAWN BY : SLAB ON GRADE D A T E : �8217'-3" SLAB ON GRADE 4T.�5CA� 8217'-3.' o. u+ REVISIONS : / 11 .04.04 � O1 .25.05 PERMIT REVISION Ol 03. 14.05 L SLAB ON GRADE � (_p. 004J 9.05 // i FLOOR PIANS PLAN - CRAWL SPACE CRAWLSPACE 1 iia�� = i �-o„ A100 � � � ._ � v 2 � 1 '° `^ � ,° a A401 A400 0 � . I/ � r � J 1 � � O � a � A300 , ' A401 �� �/) (� �/ i � /� `o 0 `--' � v �� FP. H6 � N � P W ~ { I - � �� ��- -_ _ — __ - : _ ��_ � �!.a IIr. _ -__ - . I. �� 61.1^'�" . � _ � �RESSER . � � � � V' �' 0 ��j . 1 . l�r � ' I W9 (OMIT) � � H a � O '� a5B � CHASE FOR � �+ I J =-.-�I �p U . . , MECHANICAL .... �j CLOSET BATH �� � � � � s - O55 _ 056 oc � . . 1 ^ F _ .� �(�j ~ O55 �`� � 056 - _ - — [ ' Q � f,l� .. � I _ — � � r�;!"� , o o i ,�,, � � � — 1, � o GUEST #3 °9,�a " GUEST #2 F°fi0 � BEDROOMI � — � � � <� BEDROOM � 057 0 A400 ,� — — 059 N — - � -�'uss�rf � A400 �., M Z o s il �'� � � � TIM 'S � wH z W � ` BEDROOM � I � � � n^ ccorv i � ! m ° 054 a� � I� _ � z � � �� oei� 8208�_6 a�� -.-_ �dei � T.O. PLYWD � as� - Q VANITY - - - CP z„ • - P1i �� 061 c.� i II UP 11�- @ i ?,° i i � I EN ASED SPACE UNDER -i . , i ' � aez,' �.,�� �q�LSMU DER�STAI � �� ���� � � BATH �HANDRAIL3fi� � AIRS SHALL HAVE 'Ft" �LOSET �pgg ' 1 ��. ��SITTING AREA � � �'' �� 054 O62 ...� . ! � �. A.F.F. � _ ; SUfiFACE . ' ,, �i -_ _ _ � _ _ _ ��� _ _ . A� � " �� _ _ _ -_ ' . _ _ . . _ _ _ . . � �� � _ _ � CABINET • ABOVE � � i UNDER- ICE DESKAREA ', ' - M1ELE � COUNTER PKINTER � � 1 � � DW FRIG . _ , � � U �i CHASEFOR � � I MECHANICAL MICROWAVE CHASE FOR � ` aeove MecHnNica� li l HOT SPR�VGS ' II KITCHENETTE / HOT TUB` �� o I GAME RM I w/ ACCESS PANEL ,. � W.s �� 052 wb �, u ' , /, 3 ' GAMETABLE � I �I li �� i . . . � � �� �, � °'_ ' � � T ���� � � � . � 4 � 3 � � � �'I ��� ' �� � � a3oo � � �J '� a3oo � , i �� _ � � -� , � _ _, � �AS � I � �� � 1 APPLIANCE z � I � A4O2 ��� (TOWN6 _ _ _ OSl i � _ ; � �}1 'I` � �'r I �a � Z - s��y p � �� I i ` HE RTHE�� PROIECTION , � I� � � . . G �� � `'`C �i EXTENSION SCREFN i II i i i i 0 ! FIRE PIT REC . / FAMILY � HOOM � � O51 ^ '� _ � ��� � �� � � A402 � i � ws � � W \ wia �� ' � I � � �, — L , V -- - 4 � Z o 0 '�n � A402 � - �� p p - _ - s — .-. .. -- - - - - � � CHASE FOH I!o � /!1?\ � L.I�� � � FRENCH BALCONY ° � i 'i MECHANICAL -- - � � � . , � O F.P. HB ALCONY . .�/1i � o� . . � � I . I _-�'. .F-• _ . i . FREOD I ,`_ I � _ _. . � . � � : I - -� ' , Q � Q aC O � � � 27" LW N / � � ' � 3 O � � � ' I � ON ARM � .. � '- . . � , � � F=,(�P'�3� /� � — � J ELEV 1 PROJECiOR oarseu ` A402 �-""� F,C,i�C-`+S `--� Q � � � . - - OSO ' � , � � 05o CEILING MOUNT - -- - -- � v' N N � ' ELEV. � 48z08�_� ��� _3_. sirruv� aaea � EXERCISE � � T.O. SIAB 1 � 1 ROOM b � O10 ° � i V7 � � 005 �� � � � � � a � OW��e II . MOVEABLE u-- . - - � i � BENCH . . � ❑ � - - � �, olb � GUEST # 1 _ CLOSET - - - onreeo I �� oio� — � BEDROOM hezn' 1 z" 01� 3,-0,• x �,-o„ 016 - - YT p:-pCppd� FREE WEIGHTS � 1 � DRESSER O1 � _ � - - 005 - - _ - MIRROR ON � � KELLY'S BACKWALL a � GUARDRAiIL I � ANDRAIL36 --- � BEDROOM I _. _ .__ _ U� 36" A.F .F. HEIGHT . II i __ . . I I II � � 14 �� �, . _ ._ _ . _ _ _ _ .. _ _ 4' M��PENINGI AFF CAB� �� Iw. rv �: �. , e00K SNELVES . � -} � , KERRY'S � U � _.__ . . INET _ _ - _. - N ,-.,�aSS,, - - _ _ - 1 BEDROOM cP CP � I ABOVE � �8217'-� 006 . i - � . . --- - ' � -- �8217 '-1 z" � — - -- — BATH a� s _ ri�e_� ca _ V�� '� V 006 01rJ w\ ' i — - � - �4�3 TILE CP I N -- - - - � - � - . � � � — — � -oio ! CLOSET � I �� � P R O f E C T ' - � oo� ' T.0�5 AB � 009 ' � W D W D � i U � � I O18 I i9 �I � � -�� . D R A W N B Y : '!, � � i, . _ .. . o I _. I . . . i � a i .. � I �� � CLOSET �l, Qra • , - � � m - - - , . �� I � BATH � I �� D A T E ' BATH W•C• 009 � �� LAUNDRY ooa r��e cP a o a - -die � 019 I I� � � ' - - . 1 � REVISIONS : 007 008 004 � V �8217'-3° � CP CP a? � 1 - ' T.o. sv,B '_ ' 0zu � 06.08.04 � ��OVE � � � � P.RI" WALL LANDING i � � -� � l z" FURRING I � AgflIN a \ 0�1 � � oll � ^ , � II I T 4° FuaRw� � �° Fua I I � � � 013 � _ 06. 16.04 FUR �r 1 BWE � �i �. J aiNC I �� HnNCirvc � CHUTE tiRtEN � i 'r }i-�&werW.0 06.23.04 ' � �, �! LWEN STORAGE I w � . � I @j BUILT-IN BUILT-IN /E� ABOVE aZO �'i 'i ��.2�,�Q 0 I � i " , CLOSET � � 012 013 SEA7ING oaESSeH I 11 .05.04 r= � � - z - TiEaEa m � , , � aENCH ol � � � 01 .25.05 ooz � ,, `�- - - ^ } - - _ � Nc��o sPacELNOea � / PERMIT REVISION�03. 14.05 � ` � �-�- � '-- � iAIR ALL HAVE �Fi" - �/ C.D. 2 04. 19.05 ���� ' YP M dftDON - � CABWET STEAM RM . i � LLS, UNDERSTAIR � _ asove POWDER RM 003 � � oaFnce . 002 ��� � � n �� � 7 - � r° ,u , °� �r}�s �a r'aPn/�i� � � � � 3 i" FURRING � � 1 �i" FURRING � � � ;, FLOOR PLANS A401 < A400 LOWER LEVEL � 1 PLAN - LOWER LEVEL � 1,4�� - 1�_��� Al Ol � � / .,' " z '° �, — .o A401 L_ 1 . O N � - \ A400 1 ?- � v ^ '�. A401 W52 � A300 ��i 6 � �\ O I ^ 7 a V133 N32 1 �O Q _ _ . � � - . . _ - .1� . N P P - . . : � - - , . . N MIELE � I ` � � TRASH �� � � �� � � � 48�� OW �i DRAWERS �� ' N � �, PANTRY ' �- � - - �, � � ' � i i � F-- o� ' APPLIANCE � BUILT-IN �} W . _ _ _ _ _ �li �, t - - - - - - - - - ' 3 - - - -� o- - - - - - - - eooK- --- - - -Z - - - - �� . . . _ _ _ _ _ . _ I _ _ . _ _ _ _ _ . - _ _ _ _ _ . _ _ _ _ . . . - SHELVES i �-- i �� ( ) 30" ioaCOa �i i ' �� .. - . � - - � '� li I � asoo p �WALL OVENS - � � � . � � SIfPPiY VENFIN STONE- � � I - � �- - 2 � m -_ W� MICRpWAVE i �i I, I CHASE FOR MECHANICAL � iT.V. ABOVE � � -_ - w �. ' ' , Ili � '' WIARM I H � � i � I i ' DINING HEARTH !j o F°�ER � �, I�� 155 ROOM II, O O � I JJ3i W49 a.� �-� � . I I 156 � � � I � A400 � _ _ _ I � � ..RECYCiEii _ _ �. -- _ _ -_ ._ - __ _ _ _ _ _ _. _. . A400 � O ' a a � ��� _-� F.D. � v+ 2 � O Q 2 0 �` 330 �� '� `^ �7�(��(� a °o rv �a w KITCHEN , i I \� � � N 50 � I I O V .. II m i . , - , . Y�J 154 I - -T � � - �i WATER FlLTER / I . � a PuaiFieRlrrP.) DECK � � I TRASH � z a J _ _ _ _ . . 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I L -_ _L1. .�-- .. - - _LL. L ` _ _ . _ - _ _ - _- � _ t I i � � I I i �� I ' � _ _ r - � _ _ _ _ {- + - 1 � --; ~ � � ��: li . . . II i - � _ - _ . _ _ _ ' } _ l I I U i I I . � _ _ � � � � , i � I I . I I I I I � � � I . �� I I i I i I I I ' � ' � '� I _ _ _ _ LJ . i I _ I LJ �j . , � i . - . , . .. L LIVING I ' � / � �� ���� wss � � �� . _ � AREA � � 151 W28 . \\\ - � � � r �� ' , � � ' W � , � � \� � �� . i , � �v44 w� I Z . ' �� afas � ' �. L� � �ND lJZ6 i I — II _ " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ . . - I � . _ _ _ _ _� . .. . .-, _ _ _ ' N47 —NJw6 \ _ _ . _ . . . . _ _ _ _ _ _ _ _ _ - _ _ _ _ . . _ _ ._ _ —1� - _ -- - f� --��-�._ ��❑ � WET - - - � O f° aaa - - - _-- -- � . -,, �ab ' � Z W c°c � 36" REF . , � � ,�LEV. ' i - � 152 — - � �� � � O iso : Z 0 � v ! � �" 150 � - � — s�zs �u O . �:. ELEV. � ; 8219'-7 a ' / �__� . 2 - ._ __--- - -- '� J _ . � J 1�� ' �� � � �- � . . 110 , � T.O. PLYWD � � �� � � . r G��,�� � � . � 109 . . .. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ . _ _ _ _ _ _ _ . . . ~ _ , _ - _ _ .- - - - -- - - - -- - - - � - w3� r�sc � -.- r —. ' �.�-_�- . � - - - - - - - - - - � - - - _ . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� T {�1 _ _ '� � . - . - i i �� . - - — - . i � 'i -; MASTER 1 � � : ' � i iio � - - - i- - -- - - � I, BATH �- - - - � � _ i I 109 �/1 - ' � ' � I� OFFICE � � � - w - � ' MUD RM. � � � � - ` � 105 � - ' � i i aT _ - 103 __ - _ .. _ . . i _ -_ � 109 �V . .. . - - � . _ _ _ _�_ _ _ _ _ _ _ ' . _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ _ _ _ _ _'�. _ . _ _ . _ . _ - - _ _ . _ . _ _ _ . . � _ I GARAGE HIS 1 i' . . 104 � - - - „ - CLOSET 108 io� ' HER ` I - __ - - . 108 _ r CLOSET I - - i i 107 ! i _ - � I � � � -- - - � . . ���Nt-' �8228�_3„ ia3 I � .:. . �228,_3,� ' _ � ii . • • . T.O. PIYWD � _ . _ _ _ _ � ias �� YL� JY D�-� �, .—� � ~ @j . °u .. . . ��ios� - - - - - - - - - - � - - - - - - - - � - ",� m F _ Q - - - - - - - - - - - P R 0 J E C T : 2403 Z - � � i � F.P. HB X ! - - _ �'� - MASTER D R A W N B Y : � _ � i o srta�_ _ gE�DROpM . . azza3� ;_� I � uWi aoz �ezza -3� , 10e a� Z � Y 106 - -- D A T E : 01 .25A5 � T.O .SLAB iaa" ' _ � O o � VT.O P� � � i ios � I a��s�-3�� UU � " - jO _ � �- -- - — — - REVISIONS : _, � � r.o. P�o _ T = �� � mm - . .. . _ i N " . . . - - lo, , _ � __ _ C.D. �04. 19.05 - - � ENTRY °� ~ - - m - - - - - - - - - 1 .. _ i 100 z ioo ' - _ _ - .. ' 10I � p .-_ _ . - - - _ _ . F,P. HB JJ23 'N24 i �, POWDER RM . 92 9'-5 a" _ T.O. PLYW � � - - - - 101 -- W38 Nl39 � - ' � . . .- � � . � ' . � . . JJ4' W42 �_ _ - � _- - z � Wi9 I � -. � i~ir i '_ _ _ � JJ22 �\ _. _ _ _ _ . - � '_�.��� � FURNITURE PLAN Wzo ,�z — - - �� � '� � � � �� � MAIN LEVEL ' � �� � �� ; ' � � PLAN - MAIN LEVEL I - - - - .I'. _ - - - - -- -- - - - - I' w��- - - - - - - - y -- - - - - - - I' � 1l4�� = 1�_p�� _ _ - A102a � � � � � � � � a O ~ V ^ 1� GENERAL ELECTRICAL NOTES: ' Q J 0 1 . ELECTRICAL WALK-THRU IS REQUIRED � a WITfi ARCHITECTAT ROUGH-IN • `O o 2 . ELECTRICAL SWITCHES AND OUTLETS ~ ry TO BE DECORA AND DIVA DIMMERS , . � � r� . . - -- - - - - - - - - _ ,._ _ � 3. TYPICAL COLOR OF DECORA: � o � N o � o WHITE - DRYWALL LOCATIONS o cri di° N a BLACK - STONE LOCATIONS �� ecHnwcn� • . � � HASE � 4. POWER AND LIGHTING DISTRIBUTION F� TO FOLLOW REQUIREMENTS PER IRC � Q 0 �/� � �� � LIGHTING SYM80LS = "' so° p ° � � °c oso^ `'` s = A � CEILING MOUNTED LIGHT � SWITCH F� 50 � � � � Sp�� � 8 � PENDANT LIGHTlCHANDELIER � 3 3-WAY SWITCH L r I � M � Q RECESSED CAN LIGHT: �, 4 MULTIPLF SWI7CH � � ADJUSTABLE DOWNLIGHT SD — DIMMER RECESSED CAN LIGHT: � D so• �1 ADJUSTABLE SPOT TRIM SD SMOKE DETECTOR o � Q ► RECESSED CAN LIGHT: � DUPLEY OUTLET O3 �3 � `+ SCOOP TRIM SD � QUAD OUTLEf �- D OO RECESSED LENSED SHOWER LIGHT � FI GROUND FAULT DUPLEX OUTLET � h E O-I WALL MOUNTED SCONCE � 20 Zzp OUTLFT TILE @ sT ST ❑ SD "� F FLUORESCENT LIGHT 9 -a A. F . F• O � " ❑ N WALL MOUNTED TELEPHONE OUTLET TiMEa ❑N PL 2 RG6 COAXIAL � / I � G n � � � WALL MOUNT VANITY LIGHT • H ° UNDER-CABINET STRIP LIGHT lO IUNCTION BOX � � �cri�er' � �4t^ �+z" ` _N� � I , = • , — N � � F�° FLORESCENT STRIP LIGHT KEY KEYPAD FOR HOMEWORKS = c"^"��^� � ' � F � �+ MASE MECHANICAL J S❑ SPEAKER 27 CHASE � � � , i , o K � BATHROOM EXHAUST FAN � � � S� WALL MOUNT STEP LIG11T - 18" MOUNT II corvcen , y / SOIAR SHA ES , y M TIVOLI - MINICOVE MR16 II� � - :- CO CEALED `-50 R SHADES I FIREPLACE SCREEN \ 24 � 26 � 25 � 23 � �� s o � / � s W i s Z V � � � � O y z o WP � \ Q � � 2z zl ��\ Z L,6,� �°c � s � � � � . _ — _ _.- -. _ . - W Q _ _ — � V - 1'—J CEIIING � - - — D lY ���_ .. . ._ _ � LING ' . D i O J � N_ ` � . PROEQOR � - � � 50�� � �,72„ , . v'1 Q ELEVATOR MKHANICAL ` � � � �'SO" � LIGHT9Y 20 _ �HASE v ' ^I �? � - - MANUfAGTURE0. � � � GWB @ p 9�_$�� A.F.F. ��J- '� v' W r � � o� � Sp GWB @ -� SD � j % � GWB @ �� � � 9 -8 A.F. F. riMER / 9' 8" A. F. F. SD � � GWB @ � r' � d 8�_8�� A.F. F. O � .. GWB@ 5T � GWB @ �',so" SD 9'-8" A. F. F. � 9'-8" A. F.F. � SQ,� i � � o SO"�� �3 f-� GWB @ �% sa^ 9 '-0" A. F.F. SD V � � sT er� 4�„ 20 4z„ GWB @ cws F ' r� 9�-0 � a. F . F. P R 0 J E C T : 2403 � o Zo 9'_0" A. F.F. 9'- A. F . F. �we@ �� DAAWN BY : 9�_�., A.F. F. it° cri� „ � Q � Gf1�42" Mo7loN D A T E : 12.29.04 ��o b � GWB@ REVISIONS : 01 .25.05 � � 9'-0" A. F. F. �� z„ � � Sp fl 4" � cwe @ GWe @ C.D. 2004. 19.05 ° 9'-0" A. F.F. 9 '_0" A. F. F. os sr �_� `� TILE @ � � o I/ � MOTION FL 9�_��� A. F.P. L L \ TILE @ � � 9'-0" A. F. F . GWB @ 9'-0" A.F. F. RCP �" , " ' LOWER LEVEL - RCP LOWER LEVEL 1 iia,� = 1 ,_0�, A2 01 � � � � � � � a � ~ V ^ GENERAL ELECTRICAL NOTES: ^ . � J 1 . ELECTRICAL WALK-THRU IS REQUIRED � � WITH ARCHITECTAT ROUGH-W � , mseosu T I �o 0 2 . ELEC'fRICAL SWITCHES AND OUTLETS ow �� rwux so^so?N — a, TO BE DECORA AND DIVA DIMMERS ° KEY / - -- ^' o� 14 1 r W ~ � 15 ~ � r 3 . ll'PICAL COLOR OF DECORA: ��� 1� 4z" P Mecnnnica� enase �i I v+ o WHITE - DRYWALL LOCATIONS BLACK - STONE LOCATIONS WP ~ � � s ,:° i�,LN� 3 4. POWER AND LIGHTING DISTRIBUTION 200 ��'. q � 13 � ° TO FOLLOW REQUIREMENTS PER IRC P � ��� �� � UNOEN COl1NTER � W � p � � � CLICK STRIP W/ ¢ UTLETS H 2 LIGHTING SYMBOLS �% ar � A � CEILING MOUNTED LIGHT � SWITCH H000 ucxr � � _ B �P PENDANT LIGHT/CHANDELIER !1� 3 3-WAY SWITCH HO°D p O T ..:.1 ���.. O M WARMING - ` Lr1 � � RECESSED CAN LIGHT: � q MULTIPLE SWITCH OHA1NEfl5 q�, /71 O� ADJUSTABLE DOWNLIGHT �b' �� �i� DIMMER uNOea coutirea � RECESSEDCANLIGHT: D cucKSraiawi rRx;pi�q2^ I � no� ADJUSTABLE SPOTTRIM uT�ETS �o��cfi�4z" SD SMOKE DETECTOR �D o 16 � Q-► RECESSED CAN LIGHT: � DUPLEX OUTLET ,� � � sc SCOOP TRIM 4r' 4z' �'' � QUAD OUTLET pW r Q D OO RECESSED LENSED SHOWER LIGHT — � � GROUND FAULT DUPLEX OUTLET ' F I 4a D D GWB @ WP '^ E O-I WALL MOUNTED SCONCE � 220 OUTLET On4p i 220 �� 9'-Q" A. F.F. I � v F ❑ FLUORESCENT LIGHT �� N WALL MOUNTED TELEPHONE OUTLET � _ —_ �4" q „ 4 � _— _ N 2 RG6 COAXIAL = KEY a cfi�^z a' G I 9'-fi" MECHA ICALSOFiIT n n n n WALL MOUNT VANITY LIGHT g o � *� H ° UNDER-CABINET STRIP LIGHT O JUNCTION BOX I MecMnNicucnnse �Wp � t � F° FLORESCENT STRIP LIGHT KEY KEYPAD FOR HOMEWORKS �� I, � �, J S� SPEAKER i CONCEALED K � BATHROOM EXHAUST FAN SOL4RSHADES o L o WALL MOUNT STEP LIGHT - 18" MOUNT 10 5T M 0 TIVOLI - MINICOVE MR16 11 �� � FIREPLACE CONCEALED OLARSHADES nEr.r 7 19 B LAMPS o , � ° � � II'� � � � W CONCEALED O � SOL4RSHAOES s WP� W Z v � o �WP O Z Q o Qo 0 f71� � ^ �� Gi1�47" fOR B� WARI7ER SD MOiOAItE� SNAOES I � � � 36" REF , uNOeacouNha GWB @ o � N O LIGHTS FOR WET C � L L L Q LL� O �evaroR �'� anaee�ow � - '� 9'-0" A.F. F � r /�� �`� Z � v LIGHTBY �` � . � ALL � MANUFACTURER � POWEAFOA � ' ��J � J Q APPLIANCES -1`� Fl FOA i0B 1 � � RDUGH-IN FOR POWE BELOW � ` � /�: � � � � � � � � � � G � �� rr - � � � o v T � W = - - - ►� �� � - _ T 5 / GFI�41 �'_' . . - - - �'SO„ GFI�92" ,r GFI�41" � � �50" � � _� SD �WB @ REMOTE pg�qrEw � 9�_��� A. F. F GWB @ � - FN 5T 9 �-O�� A.F. F . ���, FIREPLACE [OPIER � � / 77' � L L �"� GARAGEOOOR 5 - � O � �Y� � � LIGHTBY � � MANUFA� � � � � L L ■ ■ � SD 6f1�4Y� GARAGE OOOR � . � EN POSITON P R 0 J E f T : 2403 � sT DRAWN BY : z D � � DATE : dT�MER 12.29.04 • • MoT�oNF� o AEVISIONS : 01 .25.05 0 � MOTION F� M°F� C.D. �2 04. 19.05 G /l" WP � � 5 ❑ Y GWB @ � 9�_6�� A. F. F. 18 Gfl�dl" � � � - � - RCP MAIN LEVEL 1 MAIN LEVEL - RCP _ �,4�, _ ��_o�. A2 0 2 � � � � � � � � a O ~ �..� � n . Q � O Q � T.O . CHIMNEY J, � °� `O o , - EL 8248 2 e"(824�8 2 ' ) ' RIDGE ^� a — — -J.O. PLY�Q J, � r� EL. 8248'-2 e"(8248.� � � � COPPER PANELS ° i � PRE-PATINEAD � CEDAR �- a v, �, T.O. CHIMNE,Y � � �� SHINGLES 3 EL� '-8 s"(8241.7 ' ) � — — i �� � I i o ' -- � —' I ��� SNOW GUARDS a RIDGE , �w_ . � o s T.O. PLYWD. — _ — — I � '�, - - _ , I . . . EL 8237'-8 a" (8237 . 7') i WINDOWS W � �� . . . ',., I W19 i � - _ -- I � ¢ �� I GABLE < GABDOWS IN � wee = - CEDAR - ' COPPER PANELS a � - T.O CHIMNEY J, � UPPER LEVEL �� EL. 8248'-2 a" SHINGLES % �� �� PRE-PATWEAD � ��_ � � � � � � WINDOWIN (8248.2 ' ) � ! � � � ��� WD. TfiELL15 � , EL. 8228'-3 " RIDGE DORMER � I wso � ' :° �,�' � wso ., � zQ . . . _. _ _ . _. . . - _ . -. / � T.O. PLYWD_ . . --- - - --- - - - - - - � - - - � - WINDO SW . - . . _- - -- - - -- � . � � � � '-� EL. ffi48'-2 e"(8248. 2 ') �: WINDOW IN � � W CEDAR -- - ' '� � � _ �� � �� DORMER � � GABLE , � � � - � � - � � �, « � i,.,�� � � .a_ - ; w�z � �� '��. FASCIA I - I CEDAR � —O , Q� - vn O -- O ,r'r, - - � « '-- -' - � -- - � � � � � SHINGLES /� � � �,,;. : �t- , _ �' �ti,.. -- - - - W CEDAR � I �� ,s, � �I '"a_ � � SNOW GUARDS � SNOW GUARDS BOARD & BATTEN i � � � � _ CEDAR �y � _ ��' � � � UPPER LEVEL P ' _-_- - _ .. _ — - E STONEVENEER � - -�- -- - - - - :: . I 4 �i }, -� .- _ . �, �� I , _?_:_ � - — T.O. PLYWD. ,°-- _ _ - - EL. 8219'-7 3/4" � i �� _ T OWSRpLg VE� _ _ I � I Ne I I O I I �, - CEDAR � I —I . . ar. � , w�e wi� — — EL. 8217'-3 � I � �� f�ioa x , �I � � �xao �i _� I I � � BOARD & BATTEN _��� � Q �iaa. � F �a�s ' osi � e; c �— . _—_ _ . • � _— ' ' . � ., . . . . . . w .. � � �1� J� � - � � - h - � I I - UPPER LEVEL i � . — - - � T . P �- LOWER LEVEL � � - � EL. 8228'-3" -- - � � T.O . SLAB I GUARD RAIL: � � -- - EL '-7 /4" . 36" A. F. F. HEIGHT , a� 4" MIN . PAINTED r.� STONE - - STEEL MESH • VENEER �PENINGS � � t _ - 3 WEST ELEVATION 1 SOUTH ELEVATION �� � 1/s �� = 1�_Q�� 1/9�� _ 1,_0„ � � ---' � .., _ --" o COPPER CAP I �� I J� T.O. CHIMNEY �- I �,T. O. CHIMNEY `r EL. 824�48.2') ' `rEL. 824�8.2') RIDGE RIDGE — — � T.O. PLYWD. _ �—� - _ _ �,T.O. PLYWD. Y CEDAR EL. 8248'-2 s"(8248. 2' ) I INEAD COPPER GAP II WINDOWS IN . SHINGLES EL. 4 ' e" 248. ' � � "` � � COPPER CAP � w�� GAB N e � w� \ COPPE PANELS (� ` G � LE � � -- - - - - - WINDOW N _- - _ - - � � - _ --- __ __ . . r ,, , � CEDAR PRE-PA �� � - � � SNOW GUARDS DORMER � � , ` � � °_ � � FASCIA __ f ' T.O. CHIMNEY J. CEDAR - -- CEDAR i — EL. 8241'-8e"(8241 . 7' ) _ - - - _ --- -- - SHINGLES i SHINGLES � - -; RIDGE � � L E�L�. 8237�8 a" (823� F SCIA � -- � - - - � -- _. . _ - _ - . - - - - - -- T.O. PLYWD. _ - -- - _ I � � - — — ���-' � ' 3 � '� �� � � EL 8237 '-8 a" (8237 . 7' � wzr � . .. _ . � . . � . � � �� �� � � � � _ � � � WINDOWS IN � � � ' I � I � � CEDAR _ ,O SNOW GUARDS q,,�� ' � � - STONE� ��� �,�; � � FA IA � - � GABLE w�s � � — - - - - - SC � � � VENEER i � - � - - - -- � - - �� — � � � w�e �a ' � � � I � � - CEDAR --���/\ � UPPER LEVEL II � I � BOARD & BATTEN UPPER LEVEL '' ! UARD RAIL: � - -- i � G � ° - - � � — - - - � „ ��-.�I l - �T.O. PLYWD. � � �' � EL. 8228'-3�� — - I -_�� -- �� 36" A. F .F. HEIGHT , / EL 8228 -3 i� I I _- � � 1 � : _ . w3� � 4" MIN . PAINTED f - I i '-- i � . � wi � - - �- � '�.�i wz9 i �, �� � . . _ STEEL MESH � . - _ > � w3a ��I , �. � I � I �, � V z �,rN � _ _I � � � - - - r 3 ' - _- I„ I � O `"'c OPENINGS I I i I ' I � 1 � ���/� � � �� v � � ra»� �� - - on , 1 . I � � oos I � UPPER LEVEL O � _ ;, , ; � O � I � � �_ � � '- � �� STONE „� � : � i J ` i: w� - . � - � � , I I `__ _ - T.O. P� L�YW�D � � � }� VENEER O ='� � I � - UPPER LE— VE�� TOWER LEVEL � i - - - -- - - � T EL. 8219 -7 3/4" Y � � ' , Z W °e oe - - - - - - - � -I - - - � T.O. PLYWD. LOWER LEVEL - - - EL. 8219'-7 /4" Y J, 0 SLAB I _ I � �� II - -- I � _ � �, T.O . SLAB — �- - I - - � � - -- � - - - . _� . . - , � EL. 8217�_3�� , __ . . . - � . 1 - �� . .�� I � N O . I I �, - _ . . . . _ - . '�� n�m , '_ I � mt � . � GUARD RAIL: I ���: � OMIT WINDOW � � `` _ _ � �- - � - - - . 1 --- k . _ - , - ,�— -- - — . � Q � � Y EL. 8217'-3 " � I I� I I - - — _ _ — - v � _ _ 0 �� --` � � wn — ONE � . _ _� �. wn — - ' 36 ' A. F . F. HEIGNT � w, I �� we �� 'I � O ,vo � ��� � '� - - � - � _� �� I - �. . � � � VENEER Q � Ln Q � -, � � �. . . - � . C' 7 4" MIN . PAINTED os� � i � I I LOWER LEVEL -L- -- - - - - - - _, _ . � � !I - — - - - -- --- - - � «� ~ _. - _ � I -- -� . J STEEL MESH � ___ _ - - - - - - - - - T. O . SLAB OPENINGS � ` -- - EL. '-7 /4" r � ., LOWER LEVEL ���� - - > -- II I TEL. $Zb�3/4" � {/7 l � � STONE VcNEER � - - ACCE55 DOOR TO CRAWL SPACE ---- . 4 ; EAST ELEVATION Z NORTH ELEVATION � iis„ _ 1,_0�, iis�� = i�-o„ PROJECT : 2403 DAAWN BY : DATE : 07.08.04 REVISIONS : 07.21.04 O1 .25.05 Di 03. 14.05 EXTEFIIOR MATERIALS C.D. � 04. 19.05 SIDING: LAP CEDAR BOARD & BATTEN COPPER PANELS PRE-PATiNAED STO�VE VENEER: DRY STACK TELLURIDE GOLD RANDOM FASCIA: CEDAR - 2 PART SOFFIT: T&G CEDAR ROOF: CEDAR SHINGLES WINDOWS: COPPER CLAD PRE-PATINAED FLASHING: COPPER PRE-PATINAED ELEVATIONS � FLUES: STONE w/ COPPER CAP EXTERIOR LIGHTING: COPPER / BRONZE PRE-PATINAED A30 � � � � _ � � � � �. o - � v . Q J � �► ! O� RIDGE T.O. PLYWD. _ � — — — — ---- -- --- - - - - ^+ P EL. 8248'-2 s '(8248.2 ' ) ^' W I ~ �_ = 1� N � O I ' ^ � T � W � ���� � �I Q � I II II - � T.O. CHIMNEY � °O I1 x14 D. F. ARCH . WOOD i I� EL. 8241'-S e" (8241 .7'� � Q `, nsoo � � � � 0 _ � \ BEAMS � � � 3" RIGID FOAM � - - � INSULATION W/ OSB Ir _ — — — — — , — — — RIDGE ^ _ �- 2X12 RAFTER W/ R-38 I T.O. PLYWD. � i j O BIBS INSULATION I I EL. 8237'-8 e" ( 6237 . 7 ) � `" II M -J � \ r � �- I � \ � � I i /� /i � �. TYPICAL ROOF CONSTRUCTION � ��. CEDAR SHAKE � W, P MEMBRANE � MASTER BEDROOM �. �� � � � „ -3 NAILABLE RIGID INSUL. � RIGID FOAM - � 3 � \ � , . . .. � s ,� . . . � - PIYWD. � �� � � a � � � .� , INSULATION W/ O58 /� - � � , � R 38 8165 / �/ _ C / � i - � i „ � ,� , 2X12 RAFTER W/ R 38 -VAPOa eARRIER / ' �� . � . � I � W 8 _ / • . — — i / 5 BIBS INSULATION ° GYP. BD. 4 � � O e , _ - = " ''� � � _ � '�_ _, . ' asoo � 1 z" GYPCRETE y MAIN LEVEL � __ %` � ' , "� T.O. PLYWD. � - - - - - -- - - - — - - - �-- -- - TYPICALEXTERIORWAILCONSTRUCTION lz CEDAF SIDING � � � U EL 8228�-3�� - — — I � � WATER REPELLENT BARRIER OR A30 FELT 1 -1R ' PLVWOOD SHEATHING N \ R-19 INSULATION IN � I STONE VENEER STONE VENEER — z, FanMiN� � � Q -R-19 INSUL4TION � \ FLOOR ASSEMBLY � -VAPpR BARRIERATINTERIOR � . i � . > �S B GYPSUM BOARD � 5 �� � 9 i /e DRYWALL ON wze z 'NZ ' al HEARTH HOOM O isi -� R.C.-CHANNEL - � I o i � � � STONE VENEER � � i � � � POWDER ` a RM ; 4" GRAVEL ON 10 MIL VAPOR BARRIER (FiEINF.) � � i I I SEAL AT ALL EDGES AND PENETRATIONS BATH i ' I i I °� o GUEST BEDROOM #1 � DRAINAGE MATTING OVER �i ^o I i i I� ��. 1 2" GYPCRETE - MAIN LEVEL WATERPROOFING GVER FOUNDATION � � o ., - ' _ _ � ___ T.O. PLYWD. WALL (CARRY WATERPROOFlNG 12" - � � _ - - -- - � EL 8219'-7 a"�� ABOVEGRADE) I.� , � - - - -- -- --- -- - - - - - - 1 Z" GYPCRETE - LOWER LEVEL I i T.O. SLAB - � I� � j � R-19 INSULATION IN EL. 8217'-3" � } II I I i I FLOOR ASSEMBLY LOWER LEVEL R- 19 INSULATION IN I I 3 S�g" DRYWALL ON �ceiuN� n55eMe�v - i FLOORASSEMBLY I R.C.-CHANNEL T.O. PLYWD. a � - s , � . LAYdR OF �e DRYWALL 1 LAYER SI8" TYPE "X" �, , ��, II II z o . F R Y A L �d WALL AN� TfA HEDTO LOO DR W L S ► ' A C � EL. 8217 -1 z _ . I � A500 J 015T R.C.-CHANNEL, 1 CEILING (NP.) � �P15 I i W6 I I I- TIM S BEDROOM BATH �� , � LAYER S/8" NPE „X" , O I . 'z O ' I �im I __ ' I O CRAWL SPACE \DRYWALL CEILING 7 CRAWL SPACE (LE55 THAN 5' ) ' osi � / . - _ o T.O . SLAB — — — _ -- � E L. 8 2 1 1'-0 s" - � �� 4" GRAVEL ON 10 MIL VAPOR BARRIER (REINF. ) � 1 z" GYPCRETE LOWER LEVEL �' -_ \ / SEAL AT ALL EDGES AND PENETRATIONS _ . . _ __ _ . _ _ - � — — � T.O. PLYWD. �--� - DRAINAGE MATTING OVER EL. 8208'-6 d" WATERPROOFING OVER FOUNDATION WALL (CARRY WATERPROOFlNG 12" R-19 INSULATION IN EAST SECTION ABOVEGRADE) �CEILINGASSEMBLY - 1 FLOORASSEMBLY 1 ` PERFOF7ATED ATTACH�ED TO FL OAR L 1 LAYER 5/B" IYPE "X" 1!4" = 1'-0" ' , . .. -� �_, DRAIN PIPE SLOPE JOIST, R.C.-CHANNEL, 1 DRYWALL @ WALLS AND � � a�/�. MIN . LAYER 5/8" NPE "X" CEILING (iYP.) — oarwa�� cewN� � CRAWL SPACE ( LESS THAN 5' ) CRAWL SPACE T.O. SLAB � EL. 8202'-5 a" W - 4" GRAVEL ON 30 MIL VAPOR BARRIER (REINF.) � SEALATALL EDGES AND PENETRATIONS DRAINAGE MATTWG OVER [ 1 WATERPROOFING OVER FOUNDATION �"� . - �- WALL (CARRY WATERPROOFING 12" O - -� Q ._. .. ABOVE GRADE) f � O � PERFORATED , , 1 � � DRAIN PIPE SLOPE Z iq"/FT. MIN. �% J Z Q � ° 0 � � � � v, Q c � _ �� N � W -- � - � ARCH . WOOD WOOD - - _ - - - _-• _ •_ _ - =- BEAM PEGS ARCH . BEAMS _ - - - - - - - - -- - - - - - WINDOW SHA - - - = - - . -- - = - ' - - - - - - - - ._ _- - : - - - - '- - - . . - . - _ - -- -. - -' - : ` - - - -=: - - - - -' - — - - _ - - _ _ " _ . - - MECHANICAL � �- - ARCH . WOOD _ _ -- - - -_ - - _ _ - - BEAM �.� - -_ _ - - . �� - T.V. - _ _ -- ART WALL " __ - w/ nRM - �„� _ P R 0 J E C T : 24�_ DRYWALL , ' - - D R A W N B Y : KITCHEN HEARTH ROOM _ - = casF . P. , - -� _ - _ - - `�� � - _ - DATE : . _ 01.08.04 APPLIANCE " _ _ _ __ - i . I -- - - - . I I N . _ DIN NG ROOM . R EV S 0 S • - B ILT-IN CA IN�T. - - � _ li � i _ _ 07 .27.04 ev wM oHS �_ 01 .25.05 - - — (.D. �z 04. 19.05 2 SOUTH ELEVATION - KITCHEN / HEARTH ROOM FOOTING DETAIL iia° = i �-o° 3 i ii� „ = 1,-0„ SECTIONS A40C� - - - - -- - - - - - - - -- - - - - - - - _ - _ _ _� ^ v � � � . - � � � �� � � RIDGE o � T.O. PLYWD. �+ ^ � ^ i EL. 8248'-2 e" (8248. 2' ) � J p I � �� � � � Q � 7 0` �\\ i � ATIIC 1 HR SEPAItATION ON COMMON WAlLBETWEEN � � GARAGE AND DWELLING ^� � ` ' --� WITH sie" IYPE .'X" URYWALL � rti �. /^\ 'R�C ON THE GARAGE SIDE FROM ~ � � ' � .�// �i� TOHAGE THE FLOOR TO ROOf � , = r_ SHEE G � ~ � ! E55 THAN 5' ���J ^ N � �I — - � = 3 _ - - � -- - - - - - - - ` `. - _ _ ° RIDGE ' - - - � - - - - - -- - - - - - - - 1 LAYER 5(8" TYPE � 6 d T.O. PLYW0. _ � - — , X' DRVWALL@ — i WALlS AND CE�LING , . • EL. 8237'-8 s" 18237 .7' ) -- � _ (TYP.) � ¢ I O I � wm I rn III o ° � o t � '' I GARAGE a, � TYPICAL ROOF CONSTRUCTION . � �� �� � � M -CEDAR SHAKE � � �,�a � ��� � a -W.P. MEMBRANE . � � 3" NAILABLE RIGID INSUL. 1 " � . � 58' PLYWD. ' A500 - � � '' R-38 BiBS � _ _ _ _ - - CONC. SLOPE TO DRAIN -VAPOR BARRIER / " �'� - - . - -�- - . - -- - _ __ � 58„ GYP. 8D. -: - - - -- - - - - -. - -_ - __ - -- -- - -- � - - � � � -- - _ _ -- -- - � -- . ._ - _ - -- � � TYPICAL EXTERIOR WALL CONSTRUCTION� ARCH . WOOD � i. cFOna siou+� � TRUSS �� � I � -WATEFi HEVELLENT 9ARRIER Oft #30 FELT �� I , R-19 iNSULATION IN uz° Pi rw000 sNearHiNe i FLOOR ASSEMBLY � 2M FHAMiN� W34 II lsl I wss sj8�� DRYWALL ON E MATTING OVER "- �R-191NSULATION KITCNEN - HANNEL DRAINAG R k3ARRIER AT INTERIOR i . i . yAP� R.C. C WATERPROOFING OVER FOUNDATION � � � V I _ �5/8" GVPSUM BOARD WALL (CARRY WATERPROOFING 12" _ _ - - o, EXERGSE ROOM LAUNDRY ABOVE GRRDE) a� 5 . II I I ROOM pEFiFORATED _ � - -� DRAIN PIPE SLOPE � fN LEVEL A500 � _ _ _-_--- - "-- -- __ - - - _-- -- _ _ -= la°/FT. MIN. MA - - - _ T .O. PLYWO. \_ - _ - _ °_ - ° - 1 Z" GYPCRETE HEATED SLAB � � — - _ -7 � EL. 8219'-7 � � --- - - — - R-19 INSULATION W - ' � ` � � FLOOR ASSEMBLY � � ' � ' O _ o 5/e" DRYWALL R-19 INSULATION IN � ,� FLOOR ASSEMBLY � � cewNe nsSeMe�v - i i LP.YER 5/8" n'PE "%" LAYER OF S�e" DHYWALL II W'S . � 051 li �� 5 I DRYWALL @ WALLS ANO P.17ACHE� TO FLOOR . CEILING (lYP.I jOIST, R.C-CHANNEL, 1 YER 5/8" NPE "%" Q, � � I CRAWL SPACE LESS THAf�yy�q�� cEiuN� 7 o+ GUEST BEDROOM BATH - . I 4" GRAVEL ON 10 MIL VAPOR BARRIER (REINF. ) � - � � SEAL AT ALL EDGES AND PENETRATIONS q 1 }" GYPCRETE _ - _ - - - - - - LOWER LEVEL nsoo � � -- - - - - - - - - - T.O. PLYWD. � - _ _ _ _ � - - - - - - RIDGE EL . 8208'-6 a" ` 1 R-19 INSULATION IN O T.O. PLYWD. CEILING ASSFMBLY - 1 FLOOR ASSEMBLY - - _ - - EL. 8248'-2 e (8248.2' } � LAYER OFs�e" �RYWALL � 1 LAYEIi 5/8" iYPE � � � ATfACHEDTOFLOOR � X" DRYKALL@ WEST SECTION JOIST, R.C.CHANNEL, 1 WqLLS AND 1 - � � ' . 3° RIGID FOAM LAYER 5/8" TYPE "X" CEILING (NP.1 1/4" = 1'-O" i i ORYWALL CEILING � C�WL SPACE LE55 THAN S --- , INSULATION W/ OSB ,� CRAWL SPACE � 2X12 RAFTER W/ R-38 T.O . SLAB WINDOWS IN GABLE — BIBS INSULATION � � — . . . . . . . . I ', ' EL. BT 202'-5 's" - i . _ 4" GRAVEL ON 10 Mll VAPOR BARRIER (REINF.) � � pERFURA7ED I �I � � SEAL AT ALL EDGES AND PENETRATIONS I DRAIN PIPE SLOPE i _ � � _ ia„/FT. MIN. � � / , ASOO � I I \ ,� T�.O. CHIMNEY — - - _ _ _ _ _ , - �- �azai .�� W ea ) � . azai l _ EL \ 0 � O - - - - - �/ t -= L L� � � / RIDGE - - - - -- - - - -- - - - - ARCH . WOOD T.O. PLYWD. — COLUMNS i I O EL. 8237'-8 e" (8237 .7 ' ) L d O 0 i 3" RIGID FOAM MAIN LEVEL Z W °C � INSULATION W/ OSB , � � - 2X12 RAFTER W/ R-38 T.O. PLYWD . }�, � J BIBS INSULATION EL. 8229'-5 a� 7 Q , • • � O O �+— J TYPICAL ROOP CONSTRUCTION � , ENTRY I� � � � � Q -CtDAR SHAKE _ Q 7 -W. P. MEMBRANE �- . � � � -3" NAILABLE RIGID INSUL 1 � —ARCH . WOOD � �` SB,� PLYWD. A500 � � � � . � 8EAM5 ,...�� � — — � I I T {�I> ~ i MAIN LEVEL -R-38 BIBS .. - � -VAPOfi BARRiER / ARCH . WOOD BEAMS — — — — - - _ _ T.O. PLYWD. `f' W EL. 8228'-3" 58' GYP. BD. � . ' . . 36" HIGH � 1 ' — _ — — — -- — — — — — ' ARCH . WOOD HANDRAIL \ TYPICAL EXTERIOR WALL CONSTRUCTION y �� ��� ' - � , BEAMS -lx CEDAR SI�ING \ � - ��. I i . . .WATEft REPELIENT BARRIE0. OR #30 FELT - I . i . S HEATHING < o= 1/2 PLYWO00 `� _ i I - - -- - - — I �2x FRAMING , ATTING OVER �R19 INSUTATION , i I anqieqqrirrteatoa HEARTH ROVM �i �. i DRAINAGE M �vna0a e WATERPROOfING OVER fOUNDATION -5/8" GYPSUM BOARD � i I ' i '� � � - I I WALL (CARRY WATERPROOFING 12 ' GAS LOG STEAM ROOM AeOVe GaaOE) - ' F . R �- - - - � i _ - - - - - - PEkFORATED - 5 - - - - - - - - - ' - ORAIN PIPE SLOPE asoo � -1 1 q" GYPCRETE - - - i ta'YFT. MIN. LOWEfi LEVEL MAW LEVEL __ - - HEATED T.O. PLYWD. - - - - - - - - -- _ - � � _ SLAB Z4O3 EL. 8219'-7 a" - - - _ R-19 INSULATION IN 36" HIGH T.O. SLAB � p R 0 J E f T : ` R-19 INSULATION IN - - - - - FLOOR ASSEMBLY NANDRAIL EL. 8217'-3" FLOOR ASSEMBLY � 5/e" DRYWALL ON a - D R A W N B Y : \ '-" / 5/B" D R Y W A L L O N R.G-CHANNEL D A T E : R.C.-CHr1NNEL � O�.OS.O4 REVISIONS : 07.27.Q4 i - - 01 .25.05 I: ��W rn � � 03.14A5 EDIA ROQM M / jl o, �.p. z� 04J9.05 STORAGE � II BUNKROOM 2 _ _ _ UNDER GAS - - - - nsoo � LOWER LEVEL 4 �� STAIRS - - - APPLIANCE HEATED SLAB \ _ _ T.O. SLAB nsoo � � 1 z" GYPCRETE - HEATED SLAB F•P — . — LOWER LEVEL ` O � EL. 8208'-7 a" i T O. PLYWD . � - - - - - - - - _ - - - - \ EL. 8208'-6 a" ( � � � MECHANICAL / R-19 INSULATION IN � �CEILING ASSEMBLV - 1 FLOOR ASSEMBLY CHASE LAYER Of 51e" �ii1'WALL 1 LAYER 5/8" TYPE "X" ` ^ I ATfACHEDTOFL00R DRYWALL@WALLSAND yyEST SECTION JOIST, R.C.-CHANNEI, 1 CfILWG (71'PJ 2 SECTION LAYER 5/8" TYPE "X" CRAWL SPACE OHYWALLCEILING 1/4° = 1 '-O�� � CRAWL SPACE LE55 THAN 5' T.4 .�EL. 8202 -5 s 4" GRAVEL ON 10 MIL VAPOR BARRIER (REINf.) A4 0 � - SEAL AT ALL EDGES ANU PENETRATIONS PERFORATED Z QRAIN PIPE S�QPE n500 - � la„/FT. MIN. / =s : -: .. \ . � , 1 � � � � � � � � a. - __ -_ _ - - - - o � " � G , i�-- � , � I^ � ; -- - - - ; _ _ _ ^ . Q J � � � I . ... .,�� � O� I I � . ' - - ___ - _ _ �. _ - - � �p O - __ _ . - . i . - i N O� RIDGE i - u., ^��, �- r y,�} - - - - - - - - - - - = r� — — a,n v T.O. PLYWD. 7 --� �- — — — - - - - - - - - _ . o EL. 8237 8 e (8237 . 7 ) — — - - - -_ _ _ - RIDGE r� N P � T.O. PLYWD. 3 Y EL. 8237'-8 e" (8237J') — — — /�3 " RIGID FOAM � ¢ / INSULATION W/ OSB � � � — 2X12 RAfTER W/ R-38 • . . TYPICAL ROOf CONSTRUCTION �' - 3" RIGID FOAM , � � -CEDAR SHAKE - ' BIBS INSULATION � iNSULATION W/ O5B — - - _ - W. P. MEMBRANE . " i — —�— - -- - - - - — — - - - - o -3" NAILABLE RIGID INSUL — _ 2X12 RAFTER W/ R-38 � Ss" PLYWO. ASOZ BIBS INSULATION z � � -R-38 BIBS INSUlAT10N -� �- � � / 8X16 D. F. ARCH. BEAMS A502 = �VAPOR BAkRIER -- o sB,. GYP. BD. � $TONE _ _ _ _ _ — _ _ — — N / M �/ENEEFt _ � � SANDSTO E � ^ 1 � _ � LJ � � � � - - I \i/ TYPICAL EXTERlQR WALL CONSTRUC710N . - / MANTEL ---- - -- - - � lx CEDA0. SIDING - - - � - - � — — � �� � - WATE0. REPELLENT BA0.RIER OP ft30 FELT I I ' � � T-O° ' - � ll2 PLYWOODSHEAIH�NG i i � i � � � _ 2x FaAMiN� 1-�/z" FIRE RICK - CONCEALED P a-iy iNSUU�rioN � � DRYSTAC (PRONT) `� SHADE � � � � � �VAPORBARRIE0. ATINTERIOR � � � � � � � � �sie° crasuw eonao 2 � STACK � � ' — - nsoi � ` Z 1 I ARCH . WOOD — - -- - ' i " L; - - - \ I I tlss) COLUMN - - - � � Q If . � �� o � �` - - - ' .i( ';� I "i - . '-- '' GAS LOG _ _ z , 6 �� STONE � I f.P. - � _ 1 _ � LIVING EA � i i i - 5 154 ' VENEER : � � � : nsoz I �� -�� i = ; , - - - /� +, — — - - - -_ _ _ - - - - � - - - I - - � GYPCRETE ' I�I MAIN LEVEL ! nsoi � i . -- - - - -- ,,, i � LEVEL T.O. PLYWD. 0 1„ i � ' � EL. 8219'-7 a" � ' ; i I - -- -- -� - -- - - - -� =� i - - � - T.O. PLYWD. `- _ , - - _ � a� - - - - - - EL. 8219'-7 _ - - � - - - - - - - - - - - - - - - - - - , I � j R-19 INSULATI N IN - - - - - � � -- -- ----- � • - - - - - - - - I , - - - - _ -- - ' - - - -- � \ / FLOOR ASSEM LY - . - - - - - - - - _ � s/8" DRYWALLON _ I - - - -- - - � R.C.-CHANNEL /I - - - - -- z _ "/e" DRYWALL ONf � � - ��-0�� '- � R. _ � _ � - C.-CHANNEL o ' - -( ' a = i I -- I FAMILY ROOM i / `�� j I I i � _ i � LOWER LEVEL - - - GAS APPLIANC - - i ' F - i T.O. SLAB _ _ HEATED SLAB F. R � T EL. 8208'-7 a" — -- - - -- - - - - - - - LOWER LEVEL - � � z � . , _ � _ _ - - T.O . SLAB A500 4" GRAVEL ON 10 MIL VAPOft BARRiER (REiNF. ) � DRAINAGE MATTING OVER ' - / SEAL AT ALL EDGES AND PENETRATIONS WATERPROOFlNG OVER POUNDATION z - - - ' 1 \ WALL (CARRY WqTERPROOFING 12" — - - 4" GRAVEL ON 1Q MIL VAPOR BARR�ER (REiNf ) DRAINAGE MATTING OVER ABOVE GRADE) n50o SEAL AT ALL EOGES AND PENETRA710N5 WATERPRQOFING OVER FOUNDATION � - � � 1 SOUTH SECTION -- � WALL (CARRY WATERPROOFlNG 12" ` �_� � 1(4" = 1 '-0" �` : ��� , PERFORATED � ABOVE GRADE) - - � �; DRAIN PIPE SLOPE � 2 . SOUTH SECTION R1DGE —� (� . - . � .� � �� / .�- - � la"/FT. MIN. , O � J 1!4 " = 1 ''0" PERPORATEU � T. O. PLYWD. _ — — � _ _. � Q .� , DRAIN PIPE SLOPE EL. 8248'-2 e 'f8248.2') — _ - _ \ / �,'yFT. MIN. �3 " RIGID FOAM � - - - , INSULATION W/ O56 � \ � 2X12 RAFTER W/ R-38 � `� �\ B185INSULATION W44 \ \ � � � � . � ,�. , ' ' . ' . , � . _ -___ . - . ��- -' W�.6 �'... - - -- �� . __ -_ - _- _ _ . _. . . .. � ._ . . . . . . . . . . . . . _ . _ . - . _ _ - . . � � . . _ _ _ . - - —�-_ . ' � � � ' � � WLS � � - - - - - - - - - - - - - - - - - - - - - � - - - - , W RIDGE - - - - - V - - - - � T.O. PLYWD. - - - - = -= - - -- - - - - - - - - - - - , - - - - - - - - - - - - - - - - \. - - - - - - - - - - - - - --- - -- - - - - -- -- • � Z G EL. 8237 '-8 e" (8237. 7') — — - - - - - -- - - - - -- - - - - - - --- _ - - - - 4 O 5/$" DRYWALL� i � �, � O C I � v1 J \� i I � O O Q � .�1 � MUD ROOM 3 " RIGID FOAM � �+ Q � � � C' � 8X16 D. F. ARCH. OFFICE wz� I I O NSULA B TION EAMS W/ OSB N � 1 � T V1 - - _ _ 2X12 RAFTER W/ R-38 + ARCH . WOO nsoa D �� � � BIBS INSULATIJN � T - . Russ / \ � W _ _ _ ARCH . WOOD \� � � - - - TRU55 � � - -- - _ � \ -_� i - R-19 1NSULATION IN WOOD ' � _ ; �► _ - FLOOR ASSEMBLY - �===- PEGS R-19 INSUtATION fN � %" DRYWALL ON FLOQR ASSEM6LY WOOD PEGS / R.C.-CHANNEL 5/e" DRYWALL ON I I I � CONCEALED -- - � R.C.-CHANNEL I � - - - � - - "- SHADE � u i � � GAS LOG � I - - - . ARCH . WOOD I EXERCISE RM F• P I i - = li COLUMN II KELLY'S BEDROOM -�r � � MAIN LEVEL ! �r T.O. PLYWD. _ _ - - - 1 z° �YPCRETE w� ! I I� � II - _ _ -� LIVING AREA EL. 8219'-7 a" — - - - - - - - - - - I - - - - - - _ _ - — I 1 }° GYPCRETE - �n � PROjECT : Z403 � ' � ; ; ' �� -.. - - - - ___ - - --- -- - - - - -- - - ---- ------ � - - - - b - - - DRAWN BP : _- - _ - - R-19 INSULATION IN - -- -- - __ _ - - - - - - - - - - - - - - FLOOR ASSEMBLY =-_ - --_ - - - - ' . .- _. _ _ _ . f I - -- ' � R-19 1NSULATION IN ° - - - - ATE : R.C.-CHANNEL ��.�8.�4 5/e" DRYWALL ON - - _- - _ \ / _ R.C.-CHANNEL L_��� _ FLOOR ASSEMBLY 5/e" DRYWALL W/ � AEYISIONS : 01.27.04 L- - _ . J- CONCEALED Oi .25.05 STORAGE LE55 THAN 5'-0" �— � SHADE � C.D. Q2 04. � 9.OS '- � STORAGE LE55 THAN 5'-0" I� i - � � i 'M � �' j � 1 - - . _ LOWER LEVEL GAS APPLIANCE - FAMILY RO OM HEATED SLAB F � P• 4" GRAVEL ON 10 MIL VAPOR BARRIER (REINF.) � - - � �� - - T.O. SLAB — — ' SEAL ATALL EDGES AND PENETRAilONS -- - - - ���= - - -- --- - - - - - - - � - - EL 8208'-7 a" 3ax36 METAL ACCESS - DRAINAGE MATfING OVER DOOR PER IMC 306.4 HEA7ED 5tA8 � 4" GRAVEL ON 10 MIL VAPOR EARRIER (REINF.) WATERPROOFING OVER FOUNDATION SEAL AT ALL EDGES AND PENETRATIONS WALL (CAiiRY WATERPROOFING 12" ABOVE GRADE) . _ . - . - . - , . . . . . . . . . : .. . : �. � . . . . . . . - .. _ . _ . _ . . - -- 4" GRAV£L ON 10 MIL VAPOR BARRIER (REINF. ) DRAINAGE MATTING OVER SEAL AT ALL EDGES AND PENETRATIONS � WATERPROOfING OVER FOUNDATION SECTIONS 3 SOUTH SECTION WALL (CARRY WATERPRQOFING 12" l�a�� - 1 �-0�� 4 NORTH SECTION / \ asove �Rnoe, _ _ _ PERFORATED � � 1/4" = 1'-0" � O _ J DRAIN PIPE SLOPE /� \ -. � ia���FT. MIN. ) ■ � O L. � � � � N � � o. O ~ v ^ CONC FDN WALL . � z -� RE: STRUCT. _, o f - - -- � � a HOT-APPLIED, MONOLITHIC WATERPROOFING MEMBRANE-- � �o a EXTEND WATERPROOFING 36" ABOVE COPPER PANELS -- --�� r o. o� � GRADE AND TO BOTTOM OF FOOTING , . . ,-,i r- � � i / DRAIN & DRY BD COPPER � � a. FLASHING . o � 2X4 W/ R-19 BATT INSUL � o, CEDAR SHINGLES W/ 2 �qYERS OR 2X2 FURRED WALL W/ - / Q , . . � � � 15# FELT PER MANUF. SPECS. � �� � 3 UNFACED RIGID �" OSB INSUL--A�L JOINTS IN / / o Q RIGID INSUL TO BE TAPED 2x4 CEDAR —� o 2-%" RIGID FOAM INSULATION � s H � Sie" DHYWALL, TYP. GRAVEL THIS AREA REGARDLESS OF WHETHER ^ � / DHAIN IS LOCATED AT THIS LOCATION j �y f � o 2X12 RAFTER W/ R-38 BIBS S/a" CDX PLYWD / 4X4 CEDAR � INSULATION EXPANSION MATERIAL MIN . 1 " X 1 " BUILT-UP CANT OF FLUID-APPLIED BAND � COPPER CONC. SLAB RE : WATERPROOFING AT ALL INSIDE CORNERS " x FLASHING STRUCT. � �Q o VAPOR BAKRIER a PLYWD. ,�, s, �� - --�_ FILTER FABRIC � ,.'""„ � o� a GYP. BOARD � � � � ROUND 3X8 CEDAR VAPOR BARRIER � —COPPER GUTTER - CLEAN 3/4" FREE 5-1/2 " BATT. INSUL. (R-19) �- DRAINING GRAVEL BELLY BAND � - � , � � 2x10 FASCIA ICE & WATER SHIELD � 'C T. O. FTG TO 3' ON ALL SIDE OF lx4 T6G SOFFIT — Zx12 FASCIA SEE STRUCT DWGS WINDOW OPENING �, VERTICAL BLOCKING � �\\ BUILDING PAPER BOARD 6 BATTEN " Il � ` CEDAR SIDING i" T&G PLYWD. SHEATHING BLDG PAPER / � � o / 1/2 " T&G PLYWD SHEATHING WATER STOP, TYP. • CONC FTG 6" fd, RIGID, PERFORATED RE : STRUCT. PINE SLOPED @ lic" PER FOOT �� TO A DAYLIGHT OR A SUMP LOCATION 1 ROOF OVERHANG DETAIL FOOTING DETAIL i i�z �� = i �-o° 2 i iiz �� = r-o° 3 TRIM BAND DETAIL W/ COPPER PANEL ABOVE 3 " = 1 '-0" FINISH FLOOR " I � I '' LIGHTWEIGHT CONC - W/ RADIANT HEAT � COPPER FLASHING; - SEALLAPS - - - . i -- SEALANT I � I - � ESHEATH NG 1x10 CEDAR I VERTICAL I � I SIDING � � I II� FINISH FLOOR �J � i COPPER / `f' � , � � II I FLASHWG RADIANTHEAT W �� �� ' � �� - � � � � � - - - - - � ,Q �./f � � - - - - - i il I 30# FELT � � 2x4 CEDAR O O SHEET BITUTHANE; EXTEND WINDOVG IN � i MEMBRANE 12 " MIN . ONTO END GABLE � PRIMED SHEATHING � � p _ � - � � ���� L � i7oGL COPPER W � O 6" STONE VENEER FLASHING _ 2 ' DRAIN AND DRY 80ARD 2X12 CEDAR � � , -J w BELLY BAND —� — —' LIQUID FILLET OF LM3000 BY 2x CEDAR � ` � GRACE I '— j � 2x12 BLOCKING ' I � � HOT-APPLIED MONOLITHIC � I WATERPROOFING MEMBRANE -- 3 I i �� � EXTEND WATERPROOFING 36" a PLYWD. 4X4 CEDAR � ABOVE GRADE AND TO BOTTOM OF BAND —' FOOTING ICE & WATER SHIELD � TO 3 ' ON ALL SIDE OF � WIND OW OPENING a PLYWD. � F— UNCURED NEOPRENE — FLASHING--EXTEND 4" ABOVE AND BUILDING PAPER 4" BELOW VENEER LEDGER 1, ! Z z ' T&G PLYWD. - — - - - - - - - - - - 3X8 CEDAR T � SHEATHING BELLY BAND � HOT-APPLIED MONOLITHIC � WATERPROOFING MEMBRANE -- 3X12 CEDAR EXTEND WATERPROOFING 12" BELLY BAND V1 ABOVE I_EDGER; LAP 8" OVER ! ie" GYP. BOARD OVER ICE & WATER SHIELD �— VAPOR BARRIER TO 3 ' ON ALL SIDE OF BITUTHANE 1�� -- SEE STRUCT. z SHIM SPACE TRY. @ WINDOW OPENING i HEAD I SILICON SEALANT & °�a" x 4" CHERRY TRIM � - - LWE OF GRADE BACKER ROD BUILDING PAPER - 1 m � z° T&G PLYWD. COPPER FLASHING � SHEATHING P R 0 J E C T : 2333 � PROVIDE WEEP SYSTEM _ ' ' - FOR VENEER � D R A W N B Y : � i ALUMINUM WINDOW � (SEE SCHEDULE FOR � � D A T E : i COPPER FLASHING N// 3" VERT. LEG UP SPECIFIC TYPE ) — \WALL FACE LAPPED INTO WATERPROOPING o MEMBRANE. PROVIDE HEMMED OUTER � � EDGE AND LAP & SEAL JOINTS - REYISIONS : HOT-APPLIED MONOLITHIC °' C.D. z� 04. 19.05 WATERPROOFING MEMBRANE -- EXTEND WATERPROOFING 36" ABOVE GRADE AND TO BOTfOM OF FOOTI N G DRAIN & DRY BOARD SHEET BITUTHANE 4" CMU SUPPORT FOR STONE VENEER CONCRETE FOUIJDATION WALL DETAILS 4 FOUNDATION WALL TO FRAMED WALL TRANSITION DETAIL BELLY BAND DETAIL 3 �� _ 1 �_��� 5 3 �� = 1 �-0° 6 TRIM BAND DETAIL W/ WINDOW ABOVE 3 �� - � �_��� A500 � BACKER ROD & SEALANT � v _ "' m a SLOPE � N . � # � � a � a SLOPE 3'a" : 1'-0" a ' . 1 '-0" - STONE CAP W/ MORTAR � a � JOINT AT CROWN ; RAKE ? a in MORTAR JOINT DOWN 1/Z" TO • _ � =� � ALLOW SPACE FOR BACKER `� a ,�" - ,� ROD & SEALANT ^� o. , . . N 1--- � � CONTINUOUS COPPER CAP � � v i � o FLASHING . � I � � � a � � � 3 BITUTHENE 4000, LAP � . Q BACKER ROD AND i I � OVEFi BLDG. PAPER � SEALANT I � � 6 MORTAR BED W/ � ~ EXTERIOR SHEATHING +� Z SNOW-MELT TUBING o0c 1/2" T&G PLYWO00 .� DRAINAGE MAT � � I �, _ � I .� o �ie" ASPHALTIC BLDG. PAPER '^ PROTECTION BOARD I I °� ^^ � I � ^ � FABRIC - REINFORCED, I �/ � � HOT LIQUID-APPLIED � STONE VENEER WPM (AH6125FR); EXTE I I '�, � � MEMBRANE & I 3 " T. S. PER STRUCT. PROTECTION BOARD 12 ' ZI � IN 2x8 FRAMING � -C MIN . UP VERTICAL FACE � � ol I I �, SANDSTONEPAVERS � I I i WOOD CAP I � � SLOPE TO DRAIN 2x2 GCHANNEL � � �� � I �- 2x2 GCHANNE� W/ I IRRIGATION PIPE � � I • WOOD CAP CONTINUOUS 1" FILLET BEAD OF / 2x2 ANGLE I SEALP.NT AT TRANSITION FROM � WOVEN STEEL MESH W/ 6x6 WOOD POST HORIZ. TO VERT. , TYP. —� / i � MAX 4" SPACING . � WOOD POST BEYOND PLYWD. T&G � I / I � � � � - -- _ -- __ _ I /� WOVEN STEEL MESH I I � 2- lx2 T.S. WELD TO MESH I � _ I o0 _ -- - - — - — _ - --- - -- \ - - � �—�— � � � `- zX4 rs. � � I � I 2x2 ANGLE FLOOR LEVEL �" T &G SOFFIi I � 1 GUARD RAIL ELEVATION 2 GUARD RAIL SECTION 3 GUARD RAIL SECTI � N iiz�� = 1�-0�� 1 �� � 1 �-0�� 1 �� = i �-o�� � J I � W W 3i � 1 �� TIMBER POST, BEYOND _ - L/1 a 52 � / �I X I I ALUMINUM CLAD LIFT-SLIDE DOORS = � COPPER PAN FLASHI �IG W/ W/ INTEGRATED WOOD SILL; FRAME O O UPTURNED EDGE & END EXTENSIONS ON ALL UNITS T i ml� DAMS ( FULLY SOLDERED) COPPER FLASHING INTEGRATED W/ DRAIN WITH STRAINER (WRAP W/ � � S E T I N C O N T I N U O U S 8 E D ,I T I M B E R P 05 T 5--S E E 3/A 5 0 2 FILTER FABRIC)--SEE PROJECT MANUAL _ OFSEALANT � STONE PAVERS IN MORTAR BED w/ FOR DRAIN TYPE W O O ��N FINISH FLOOR � SNOW MELT TUBING BACKER ROD AND SEALANT � V Lfl %� � I � � �J �. � \ O \ SANDSTONE PAVERS; SAWCUT � �J � SLOPE JOISTS TO DRAIN �/8" : 1 '-0" REVEAL AT DFiAINS TO RECEIVE \ '�� � � � 2X6 � � � � BACKER ROD AND SEALANT —_� �� � CEDARTRIM ���� �' � � � � �� � ; W I, 00 BLOCKING � ' BACKER ROD & MORTAR BED W/ SNOW-MELT � - SEALANT � TUBING OVER PLYWD. SLOPE SLOPE � � 1x10 CEDAR BLOCKING -� �_ _ ' � ' _�_!I II_i� �� � ' " � VERTICAL — — — - — DRAINAGE MAT � SIDING —� 5/e" GYP. BOARD �'e" ASPHALTIC PROTECTION �� — F� � 3'8" ASPHALTIC PROTECTION BOARD L VAPOR BARRIER \ I � BOARD & DRAINAGE MAT \ � 5-1/2 " BATT. INSUL. FABRIC - REINFORCED, HOT (R-19) FABRIC - MONOLITHIC LIQUID-APPLIED WPM (AH6125FR) {,/� EXTENDED TO ENCAPSULATECOPPER MEMBRANE W/ FLEXFLASH F PAN FLASHING REWFORCEMENT FABRIC & , - 1x10 CEDAR HYDROFLEX 30 CAPSHEET —J' VERTICAL SIDING ' 1-ie" PLYWD. T&G � f> ° IN . � W/ 6" REVEAL � ROUT-OUT PLYWD. I I� � '/z" DEEP AROUND PERIMETER OF DRAIN PROJ ECT : 2333 — - - , i F�Ex � �asHUN DAAWN BY : MA � � I DATE : 01 3.14.05 1x10 CEDAR I VERTICAL FLOOR FRAMING SLOPED TO SIDING — DRAINS PER STRUCTURAL —�- � R E V I S I 0 N S : I ��� � � C.D. Oz 04.14A5 DRAIN PIPE -- RE : MECH . � DWGS FOR ROUTING & SIZE � 2 PART CEDAR� I �I � BELLY BOAR� � I ICE & WATER SHIELD TO - -- - - - � � - - 'I 3' ON ALL SIDE OF WDW I ii OPENING - BLDG PAPER }" PLYWD SHEATHING -- DETAILS 4 CORNER WALL DETAIL 5 DECK THRESHOLD 6 DECK DRAIN DETAIL 3 " = 1 '-0" 3" = 1 '-0" 3" = 1 '-0" A 5 01 ^ � � � � � � � o. O ~ / //' �' ^ ��� � O ��� / � BEVEL TOPS OF ' Q BEAMS �O � N � � � � W ry . . � 2 '-Q" Z '-Q" 2 '-�" Z '-Q" 2 '-Qu / ~ n f _ - _ _ " - -�c-_ __ - _ f_ _ "_- _ _ - " _ __ -_� . _ _ " -_ - - - �� U N Q O - � i �� - � �i i � n � I ��/t � I ! � 3 � o - . Q � � CONCEALED � SOLARSHADE `^ Q � � � 6X16 TIMBER +— O BUILT-IN GAS 6�� � TRELLIS BEAM � � _ �_ . . i PATIO HEATER " � I 6X14 TIMBER � p � TRELLIS BEAM "' I N M 2X12 RAFTER W/ R-36 BIBS � I 6X16 TIMBER � o"'. INSULATION TRELLIS BEAM 3X TIMBER POST � 3X TIMBER POST � "� VAPOR BARRIER � � �� � � 5/8" GYP. BOARD . SX8 TIMBER � POST ARCHITECTURAL TRUSS v _ : � � 51 � z � � o REMOVABLE PANEL TO ACCE55 SHADE, - PANEL TO MATCH ARCH . TRU55 I I li • - I , _ _ 2x BLOCKING — - I ` ' — I �Y 4" QUIRK MITER'S EDGE I I lx4 T&G SOFFIT CONCEALED WINDOW SHADE 3 x WINDOW TRIM 1 " SLIT FOR SHADE GUIDE FOR SHADE TO FALL 4�a" x 4" CHERRY TRIM � 2 TRELLIS DETAIL iiiz �� = i � o�, ,_ ___ FINISH FLOOR ON GYPCRETE W/ IN FLOOR HEAT � J — - W V) W --- Q Vf i = � � _ � � W O O cc v aC - J .. � J ll�e" JOIST RE: STRUCT. � BATT INSULATION R-19 r j ' DRYWALL CHERRY REMOVABLE PANEL AT �' � LOWER LEVEL TO MATCH TRIM J � 2x BLOCKING 4" QUIRK MITER'S EDGE ,_ ,- � '� CONCEALED WINDOW SHADE � „ _�_-__ __` _- - 1 " SLIT FOR SHADE GUIDE FOR SHADE TU FALL «� PROJEfT : 2333 DAAWN BY : MA D A T E : 01 3. 14.05 �1 CONCEALED SHADE DETAIL R E V I S I 0 N S : i i�z „ = 1 ,-0„ (.D. � 04. 19.05 DETAILS A502 WINDOW SCHEDULE KEY: D=DUAL; T=TEMPERED; LAM=LAMINATED; CL=CLEAR ."�p � LOWER LEVEL °O � a� O ~ V � WINDOW TYPE MANUE FRAME MAT'L. INTERIOH FRAME WINDOW SIZE WINDOW R.O. GIAZING REMARKS ^ . Q NU. MATL � � Q � WI A T. B. D. ALUMINUM WOOD 2 '-0" x 2'-0" 2 '-1" x 2'-1 " � °� W2 B __ T. B.D. ALUMINUM _ _ WOOD 2 �_6° x 8'_8�� 2 '_7 " x 8,_ 9" - - � - - - - .o 0 W3 C T. B.U. ALUMINUM WOOD 5'-0" x 8'-8" 5'- 1 " x 8'- 9" N a W4 D T. B. D. ALUMINUM WOOD 5'-0" x 6'-9" 5'-1 " x 6'- 10" EGRE55 W ~ _ . --- - - - - - -- ~ e� WS E T. B. D. ALUMINUM WOOD 5'-0" x 7 '-9" 5'-1 " x 7 '- 10" MOTORIZED AWNING N ^� W6 E T. B. D. ALUMINUM WOOD 5'-0" x 7 '-9" 5'-1 " x 7'- 10" MOTORIZED AWNING ° . ^ - - - - - W7 A T. B.D. ALUMINUM WOOD 2 '-0" x 2 '-0" 2 '- 1 " x 2'-1 " W __ - - ~ WB F T. B. D. ALUMINUM WOOD 6'-0" x 8'-8" 6'- 1 " x S'- 9" EGRE55 3 - - - - - 5'_1" R.O. W9 OMIT o Y . _ f _ _ — _ — __ _ _ — — __ _ — _ . Q 2 '_7" R.O. �,2 '_7" R.O.�, 5 ,_Q�, W10 A T. B. D. ALUMINUM WOOD 2 '-0" x 2'-0" 2 '_ 1 " x 2 '_1 " o �- �.r � � - - -- - °c z �_6�� Z �_6^ I � '� Wll F T. B. D. ALUMINUM WOOD 6'-0" x S'-8" 6'-1 " x 8'- 9" EGRE55 , . . z ,_6,� 2 '-6' - - - - - �j '� �` � 'I` W12 G T. B. D. ALUMINUM WOOD 6'-0" x 2 '-6" 6'- 1 " x 2 '- 7 " _ _ � � W13 F T. B . D. ALUMINUM WOOD 6'-0" x 8'-8" 6'-1" x 8'- 9" EGRE55 zo I - - - - - -- - '-� 1" R'0� __ � �I �-k ,` _. � W14 A. 1 T. B. D. ALUMINUM WOOD 2 '-6" x 2 ' -6" 2 '-7 " x 2'-7 " °� -- - - 2 '-0" � II � � d ;p � W15 E T. B. D. ALUMINUM WOOD 5'-0" x 7 '-9" 5'-1 " x 7 '- 10" LOW E ' MOTORIZED AWNING = � -- - � � rv� i� i� � rv W16 E T. B.D. AWMINUM WOOD 5 '-0" x 7 '-9" 5 '-1 " x 7 '- 10" LOW E ' MOTORIZED AWNING � ' —� I _' � �r: . _ � I.�� - - -- - - - � — -. _._ . . _ . _ . . — -- — O V I �� __�� � ` - W17 D T. B. D. ALUMINUM WOOD 5'-0" x 6'-9" 5 '-1 " x 6'- 10" EGRESS �^ _ _ � � - o , � i � 0 W18 A T. B. D. ALUMINUM WOOD 2 '-0" x 2 ' -0" 2 '-1" x 2'-1 " ^ ' � � ry � � � � � � MAIN LEVEL W - � rn ro o+ � m WINDOW TYPE MANUF. FRAME MAT'L. INTERIOR FRAME WINDOW SIZE WINDOW H.O. GLAZING REMARKS � � � ryl � NO. MAT'L. � � II � � W19 H T. B . D. ALUMINUM WOOD 2 '-6 " x 5 '-0" 2 '-7 " x 5 '-1" � _ _ . _ . . .----- - - - - a I W20 I T. B . D. _ ALUMINUM WOCD 5 '-0" x 5'-0" 5 '-1 " x 5'-1 " _ I - - - " ,� I 'i __J W21 I T. B . D. ALUMINUM WOOD 5 '-0" x 5'-0" 5 '-1 " x 5'-1 " --=J T. O . PLYWD. - -- - - '�- � � �� � W22 H T. B . D. ALUMINUM WOOD 2 '-6" x 5 '-0" Z '-7 " x 5'-1" - , a � '\ • W23 1 T. B . D. ALUMINUM WOOD 3 '-0" x 5' -9" 3 '- 1" x 5'- 10" — - - - -- - - - W24 1 T.B. D. ALUMINUM WOOD 3 '-0" x 5'-9" 3 '- 1 " x 5'- 10" `^ WINDOW TYPE : � WINDOW TYPE : n WINDOW TYPE n WINDOW TYPE : n wzs K _r.a. �. n�uMiNUM _ _ w000 s-o° X e�-e�� s �-i �� X a�- e�� �— W26 K T.B. D. ALUMINUM WOOD 5 '-0" x 8'-8" 5 '-1 " x 8'- 9" � �., W27 L T.B. D. ALUMINUM WOOD 5 '-0" x 6'-2 " 5'-1 " x 6'-3" — - - - - - - o� W28 M T.B. D. ALUMINUM WOOD 5 '-0 " x 7 '-8" 5'-1 " x 7 '- 9" LOW E' — - - - - - +� 5 '-1 " R.O. 6 '-1" R.O. i i , 6'-1" R.O. , W29 M T.B. D. ALUMINUM WOOD 5 '-0" x 7 '-8" 5'-1 " x 7 '- 9" LOW E ' • � t - - - ' - -- -- - - -- - - - - • � 5 '-0" _ 6'-0" _ _ _ __ 6�_p�� W30 A T.B. D. ALUMINUM VJOOD 2 '-0" x 2 '-0" 2 '-1 " x 2'-1" r ,a 5 '-1" R.O. s 3�_��� 3�_Q�� � w - - - - - _ - _ � 2 '-6" � 2 '-6" � � � � 3'-0" f 3'-0" � W31 N T.B. D. ALUMINUM WOOD SEE WINDOW PE LOW E ` 5 �_Q�� - - - - - - - - i i W32 O T.B. D. ALUMINUM WOOD 6 '-0" x 7'-S" 6'-1 " x 7'- 9" � �-+ Z �_6�� z ,_6�� � - -- - �� � t � -��-� -�� W33 P T.B. D._ _ ALUMINUM WOOD 6 '-0" x 4'-2 " 6'-1 " x 4'- 3" � � � ` * � � �_ -� I _ I � W34 M T B D. ALUMINUM WOOD 5 '-0 ' x 7 -8 ' S -1 " x 7 9" LOW E ` - ' � � � ���J . 1 � - - - - - � I _� -- � ' � �' rv j ry ^ ' W35 M T B. D. ALUMINUM WOOD 5 '-0 ' x 7 8 ' S -1 " x 7 - 9" LOW E ' -- - - - - - -- - I i � � _ � I �i W36 A T B. D. _ ALUMINUM WOOD 2 '-0' x 2 '-0 ' 2 -1" x 2'-1" ' _ _ ' � - - - - � _ � - � II_ � � N i- I i�r W37 A T. B.D. ALUMINUM WOOD 2 �_� � X z� ��� z �_l,� X 2 _l�� a+ _ � o - 0 � li � I DORMERS / GABLES ao aol m � � � �' �� ml 0� T ' WINDOW TYPE MANUF. FRAME MAT'L. INTEHIOft F(3AME WINDOW SIZE � WINDOW R.O. GLAZING REMARKS a I� O� � i ap ' N0. MAT'L . ' Oi _ _ �l r' n � � W38 Q T. B.D. _ ALUMINUM WOOD SEE WINDOW TYPE __ _ MATCH EAST DORMER � � I� - - - � , W39 Q T .B. D. ALUMINUM WOOD SEE WINDOW TYPE MATCH EAST DORMER � �, 'i W40 R T. B. D. ALUMINUM WOOD SEE WINDOW TYPE _ _ rv -- - - - - _ �� W41 Q T. B.D. ALUMINUM WOOD SEE WINDOW TYPE STACKABOVE WINDOW T. O . PLYWD. - �`- * � i � '> '� - � W42 Q T.B.D. ALUMINUM WOOD SEE WINDOW TYPE STACK ABOVE WINDOW W43 Q T. B.D. ALUMINUM WOOD SEE WINDOW TYPE STACK ABOVE WINDOW WINDOW TYPE � WINDOW TYPE : �� WINUOW TYPE : � WINDOW TYPE : � W44 Q _ T.B.D. ALUMINUM WOOD SEE WINDOW TYPE - - STACKABOVE WINDOW W45 5 T. R.D. ALUMINUM WOOD SEE WINDOW TYPE W46 Q T.B.D. ALUMINUM WOOD SEE WINDOW TYPE MATCH EAST DORMER W47 Q T. B.D. ALUMINUM WOOD SEE WINDOW TYPE STACK ABOVE WINDOW W48 T T. B.D. ALUMINUM WOOD SEE WINDOW TYPE LOW E ' W49 U T. B.D. ALUMINUM WOOD SEE WINDOW TYPE LOW E ' W50 U T. B.D. ALUMINUM WOOD SEE WINDOW TYPE LOW E ' WINDOW IYPES - LOWER LEVEL W51 T _ T. B.D. ALUMINUM _ WOOD SEE WINDOW TYPE LOW E ' 1 W52 T.B.D. ALUMINUM WOOD SEE WINDOW TYPE STACK ABOVE WINDOW 1/4 " = 1 '-0" 5 '-1" R.O. 5 '-1 " R.O. 5 '- 1 " R.O. - f � i s i i 12'-7 ' R.O. 5 '-0" 3 '-1" R.O. 5'-0" 5 0" i _ - - - s �,2 '-7 ' R.O.�, � ��� �, ,� f _ -- - - -- - 5� 1�� R.0. � 12' 6" 6 '- 1 " R.O. 6' 1" R.O. 2 6" 3 '-0" I 2 �_6�� 2 _6�� � 2 6 2 '-6"� �--I Y i r s - - i � 2 �-6�� 2 '-6'� ' A � - �` � 5'-0" 2 '-6" � 7 6" f 2 '-6" { 6'-0" ;, r � -a � 1 � � � � y II I - *I 2 -6 � � '� / z �_6�� , z �_6�� � 2 '-6" � K 3 _p�� � 3 �_��� A 6 _��� � L (� - - � - - �i ' --� I � I � I I I � O � p 0 �II � ' I �o � ' � �'� � — _ - _ — _ I ., >� '� - _ - .I _ - '� X Q I I rv O . I - -IJ N O '� � i i I I I li I I � , � I 0 p � ° � I- ° � ' I � _ � � - i o III� I II � � � I = _ ,n ,� _- ,� ,ti I a, _ I c� ry � _ I � - I N � I � �"L� �, O � I I - I I ' Vf J —�V1 �y N I I /V io �n �� , io �n �, � I tO � ' z � � �' �n O O 'I ;n O a a j Q � O N _ � .�,. N l0 _ _ _ e ' _ � � K I O - �� � ' - .,�n - m co - _ - m rn = — _ o � � � t - e- �a� �l rv I _ - ° I - _ - _ . . � � _ � a - - rn - n rn n rn II — . m i — _ , ap co � � � - - - Q �, a II �� - - � - - --- � ' � � _ . � � � i , � � Tn in _ ' �i i�l I•� fl - ��. �—��I r��, �, _ III '_� �,-�_.� --�� . . � � v' ev � ry . � N � I I rv v v v 1O � �� II ",' ' II I � _ _ m - I _ -- , _ _ I II - T.O. PLYWD. � � � - - � �` \ �- — � } \ � - -- �. � � � ` �/� Ll� � WINDOW TYPE : n WINDOW TYPE : n WINDOW TYPE : � WINDOW TYPE : � WINDOW TYPE : � WINDOW TYPE : � WINDOW TYPE : ,,� WINDOW TYPE : � WINDOW TYPE : ,��.. � 2 WINDOW TYPES - MAIN LEVEL iia° = 1 �-0�� # w PROJECT : 2403 m ii � DRAWN BY : ti � — — — � , �i �i:%�' � � ..� I � � ���� D A T E : 01 .25A5 � � � - - �� _ - = I � � �, � �., i / , m - �m � _ ml _ __ � � o , v �,m REVISIONS . � � _ _ � � � � '" - � .. ....� .. . � n . . ..– -- -- � ° �w � --- . n ' � � I �, � _ — �— — _ — � _ `° f.D. 0 04. 19.05 -- �. . �n � o ' •:;\_ a - � - ,� � �_l �� . � _ -a tim � � . � ' � i . � �� r - �`- ti � mim A � i+7 ^ � � .� ->w . ol � � � . a 2 �_6�� � � .� � p M . � ti a _ ° � � ° - � � i � < � ' , - -�� - - -- � - -- -- - - - r" _ � s. -.-� �. . � � '� `- - - - � � � � � ... - - � � � --- - 5- - �-- � - � - � - - - - -- � -- � - - - - � � - � 5'-8q" � 3 '-5}" 15'-0B" I 3'-5}" 1„ 10'-1" 13' -6" / — . _ f� f �Y - - / 21 �_18 � � .i` ._ _ f 21�_118�� / — ! >- - - - - � WINDOW TYPE : � WINDOW TYPE : n WINDOW TYPE : WINDOW TYPE : ,� WINDOW TYPE : n WINDOW SCHEDULE — � - WINDOW TYPES 3 WINDOW TYPES - DORMERS / Gl� BLES A600 iia„ _ 1 ._a „ r �--� .+� � �o ,r � a O ~ V � ^ . Q J � Q 1� �j O� � O N � O� W ~ � I� 2X WALL W/ R-19 BATT ,� v INSULATION ° ' r N °� 1/Z" EXTERIOR PLYWD \� 3 SHEATHING � \ c Q ° WCOR PLUS TO 12 " ON �� � - 5/8 ' GY� BD . OV�R - - 5 /8" GYP BD. CVER � 3x CEDAR TRIM -- i _� ��i ALL SIDES OF OPENING - I VAPOR BARRIER VAPOR BARRIER � � W/ 30# FELT OVERLAY II � I � z s AIR INFILTRATION BARRIER i STONE VENEER I � I /2" T8G PLYWD SH-ATHING ' I � ° 5 "XS" STEEL ANGLE o I SHIM SPACE I I /2" TYP. @ HEAD - `" '`' X �' COPPER FLASHING --- - - ' . - - 4i4 ' x �" ^ ' a li � �I CHERRY TRIM � CHERRY TR ��N �y� �� � � _ —i _ I_ _ _� , � 2X6 CEDAR BUCK � � � � SILICONE SEALANT & BACKER ROD � I - N SEALANTAND I �: - . � COPPER FLASHING � BACKER ROD T� � � � o v AWMINUM WINDOW '� � � I � � (SEE SCHEDULE FOR SPECIFIC TYPE) i - - �-h� RR� TRIM AWMINUM WINDOW Q , 4 �` (SEE SCHEDULE POR SPEQFIC TYPEO , 4 a" � , � TYP, '� TYP. _ . . _ . _ __ _ -__ _-_ . _ _ . _ _ _ _ • _ I _ - - _ _ �- _- __ _ - _ __ y � � v N � 1 WINDOW HEAD - TYPICAL W/ CEDAR SIDING 4 WINDOW HEAD - TYPICAL W/ STONE VENEER • _ 3 �� = 1�_��� 3�� = 1�_��� `/ � - i � 0 , 43, ALUMINUM WINDOW II ' 4 (SEE SCHEDULE FOR SPECIFI � TYPE) � _ _ TYP. ALUMINUM WINDOW _ _ � ° " o --- - - c SEALANT AND (SEE SCHEDULE FOR SFEGFIC TYPE) ` ' -i ~ �= - CHERRY 7kiM BACKER ROC - _ _ __ - SHIM SPACE I - 2X6 CEDAR BUCK - ' -- VZ" TYP. @ JAMB h � __ - - - - - -- - . . L/4" x 4 " �. , -'��, - - L/4 ' X 2 UL' 2 X STUD WALL - -- _ I 1 C-iERnl TR '� i`1 SHIM SPACE _ CI-�� RR" TRIM _ I /4" TYP. @ JAMB - - - I X VERTICAL CEDAR SIDING - - STONE VENEER OVER BUILDING WRAP - ' �/YCOR PLUS TO 12" ON � , ALL SIDES OF OPENING I /2" PLYWD. �I � / 8" GYP BD . OVER W/ 30# FELT OVERLAY � - - - - - � ' _ 5 / 8" GYP BD . 0`✓-R - I � VAPOR BARRIER i `/APOR BARRiER AIR iNFILTRATION BARRIER - - SHEATH NOR PLYWD i , W - NSULAT ON AIR INFILTRATION BARRIER y R SU BATION L V - � 2 X STUD WALL -- � - - - - - - - - - - - _ _ O — � G Z W °c � � o 2 VJINDOW JAMB - TYPICAL W/ CEDAR SIDING 5 WINDOW JAMB - TYPICAL W/ STONE VENEER Z 0 � o 3 " = 1'-0" 3" = 1'-0" O Q � J ...__ _... ... -. . . � V1 Q � 7 T v' N i � W � -, - - AWMINUM WINDOW -- - - - - - � (SEE SCHEDULE FOR SPECIFIC TYPE) 3 SEALANT AND 3„ 44 BACKER ROD � 44 ALUMINUM WINDOW - - � - TYP. TY?. o (SEE SCHEDULE FOR SPEGFIC TYPE) -�_I o COPPER fLASHING �i � � INTEGRATED W/ WINDOW SEALANT AND BACKER ROU ASSEMBLY COPPER FLASHING - � - � 2X6 CEDAR BUCK; SLOPE s�oNE s��� Y": i ' o" '/e^ PER 1 �-0^ P A 0 J E C T : 2403 - - - — ' --- - - - - -- °/4" x 4" CHERRY TRIM D R A W N B Y : .._.._._ ..- , � — — _ - 3 x 4 CEDAR TRIM - - � L = x 4 STONE VENEER ' -- - -� �NrRRY TRIM _ _ _ � --._. ._ 1/z" SHIM SPACE D A T E : _ �'�� ;�% VYCOR PLUS TO 12 " ON � - : , 5/B^ DRYWALL % ��_, ALL SIDES OF OPENING � =`�---__, _ __ __ W/ 30# FELT OVERLAY � � R E V I S I O N S : ___ __ VAPOR OARRIER I X VERTICAL CEDAR SIDING OVER BUILDING WRAP � -- ' � % �' ' G � � 3C . CVER _ 2X WALL W/ R-19 BATT �•D. 02 04. 19.05 _ `iA?OR BARRi �K I ' � � - - - ' INSULATION AIR WFILTRATION BARRIER — R- 19 BATT -_ -- �'2" EXTERIOR PLYWD iNSULATION SHEATHING I /2" PLYWD. - - - -- - - WINDOW SILL - TYPICAL W/ CEDAR SIDING WINDOW SILL - TYPICAL W/ STONE VENEER 3 3 �� = l -o�� 6 3 ,� = 1, _��� -'' WINDOW DETAILS A601 � � � � � � � a O ~ u � � . e. � o Q � a a INTERIOR DOOR SCHEDULE '° o PV � OOR REMARKS , . � N � n ROOM DOOR DOOR ROOM NAME ARDWAPE SIZE R.O. I SWING THICK- I� MAT'L THRESHOLD � � NO. NO. 1YPE NE55 � � O . ^ � O� 002 1 G POWDER RM . Paivncr 2 '-6" x 8'-0" 2 '-7 " x 8'-0 1/z"', RH 1-3/4" CHERRY TILE 2 PANEL - SOLID WOOD DOOk � - - - - - 3 004 1 G LAUNDRY aassn�e ' 3 '-0" x 8'-0" 3 '-1 " x 8'-0 '/z'` RH 1-3/4" CHERRY TILE 2 PANEL - SOLID WOOD DOOR � __ 5'-1 "R.O. _ _ f - 005 1 G EXERCISE RM. aaivncr 2 '-6" x 8'-0" 2 '-7 " x 8'-0 �" RH 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR _ � _ _5'-0" � � 006 1 G KEIiRY'S BDRM . raivncr 2 -6" x 8'-0" 2 -7 " x 8'-0 �/z" LH 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR_ _ , ',i �2 '-7 " R.O.� � 11 -7"R.O. � �, 4 - 1 " R.O. � � - - Z �_6�� z �_6� 1 ,_ � 4,_�„ 007 1 G BATH aaivncr 2 -0' x 8'-0 2 1 ' x 8 -0 1/2" RH 1-3l4" CHERRY ! - � - r � 2 '-6" � i 1 6' f i , . . CARPET 2 PANEL - SOLID WOOD DOGR 2 '-101' 2 '-101" 2 '-101 2 '-102" I ° � � � � ' i CARPET 2 PANEL - SOLID WOOD DOOR � �f i j 009 1 G CLOSET PASSAGE 2 0' x 8'-0 2 1 " x 8 0 1/ " LH 1-3/4" CHERRY � � `` '` ' z � � � O10 1 G ELEVATOR PASSAGE 3 O x 8'-0 3 1" x 8 0 12", LH 1 3J4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR _ _ � I �` * a ANE�s � 011 1 G CLOSET PASSAGE � -G x 8 -0 2 7" x 8 -0 �/�" RH 1-3/q�� CHERRY CAfiPET 2 PANEL - SOLID WOOD DOOR I I I �tnss ��nss � N .� PANELS � _ _ _. - _ _ _ _ ._ _ . _ _ -- _. _- . . . . _ _ _ - _ . . .. _ _ _ __ _ __-_ _ I WOOD 013 1 G LINEN aaivncr 2 '-6" x 8'-0" 2 '-7 " x 8'-0 1/z" RH 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR _ I w000 w w PANELS ��nss � _ FanME � . . � ' WOOD PANELS . � _ 014 1 G KELLY'S BDRM , aaivncv 2 '-6" x 8'-0" 2 '-7 " x 8'-0 �" RH 1-3/4" CHERRY CAfiPET 2 PANEL - SOLID WOOD DOOR o - Fu'ME O J o �' FanMe w000 ' o 0 O15 1 G BATH Paivncv 2 '-6" x 8'-0" , 2 'J " x 8'-0 '/z"_ RH 1-3/4" CHERRY TILE 2 PANEL - SOLID WOOD DOOR _ _ � o � Z � w p ,— FitqMe a o � `� 016 1 G CLOSET PASSAGE 2 '-6" x 8'-0" 2 '-7 " x 8'-0 1/2" LH 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD D00_ R_ _ p � ,: ¢ ,: � � o rv - �+ � � a - - - - ' - - - - - - - ---- -- - p � p p - 017 1 G GUEST # 1 aaivncv 2 '-6" x 8'-0" 2 '-7 " x 8'-0 ?/" LH 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR o, � _ � � �o � � � � _ _ °' - - - - - O18 1 H CLOSET DUMMV �z ) z '-0" x 6'-0" 4'-1" x 8'-0 1/Z" DBL 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR DOUBLE DOORS W BALL CATCH ° o °D -- -- - - - - - - - - _ _ - 019 1 G BATH aaivncv 2 '-6" x 8'-0" 2 'J " x 8'-0 l�z" LH 1-3/4" CHERRY TILE 2 PANEL - SOLID WOOD DOOR � O1 N 020 1 I W.�, paivncv 2 '-0" x 8'-0" 2 '-1 " x 8'-0 �'z" LH 1-3/4" CHERRY TI�E FROSTED GLASS W/ WOOD FRAME _ _ _ _ _ __ _ _ �� o� � O50 1 G ELEVATOR PASSAGE , 3 O�� x 8'-0 ' 3 -1 " x 8'-0 �/Z" LH 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR - I O51 1 G REC. / FAMILY oEnoao�T 3 -0 ' x 4'-0 ' 3 '-1 " x 4 -0 �'z" LH 1-3/4" WOOD CARPET 20 MIN . FIRE RATED WOOD SLAB DOOR - PAINT TO MATCH DRYWALL � � � � � � � \ � " Z G ROOM DEADBOLT 3 �-O�� X 4'-0" 3 '-1 " x 4'-0 Y2" RH 1-3/4" WOOD CARPET 20 MIN. FlRE RATED WOOD SLAB DOOR - PAINT TO MATCH DRYWALL a 054 1 G TIM'S BDRM aaivncr 2 '-6" x S' -0" 2 -7" x 8'-0 �/z" RH 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR • • 053 1 G CLOSET PASSAGE 2 6" x 8'-0 ' 2 -7 " x 8'-0 �/z". LH 1-3/4" CHERRY CARPET 2 PAN_EL - SOLID WOOD DOOR __ _ DOOR TYPE , DOOR TYPE /- EXTERIOR SLIDER �� ENTRY DOOR �, H 054 1 G TIM 'S BDRM raivncv 2 6" x 8'-0 ' 2 '-7 " x 8 -0 1/z" RH 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR - � �- � +.� O55 1 G CLOSET PASSAGE 2 '-6" x S'-0" 2 '-7 " x 8'-0 �2" POCKET, 1-3/4" CHERRY CARPET z PaNe� - souo w000 000R _ _ _ _ DOOR TYPES - BY WINDOW MANUFACTUER � " 056 1 G BATH aaivncr 2 '-6" x 8'-0" 2 '-7 " x 8'-0 �/2" POCKET 1-3/4" CHERRY TILE 2 PANEL - SOLID WOOD DOOR � 057 1 G GUEST #3 vaivncr 2 '-6" x 8'-0" 2 '-7 " x 8'-0 L2" RH 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR 1 1/4" = 1'-0" O58 1 G CLOSET oun+MV 2 '-6" x 8'-0" 2 '-7 " x 8'-0 '�Z"_ LH 1-3/4" CHERRY CARPET _ 2 PANEL - SOLID WOOD DOOR _ " - - - - -- - • 059 1 G GUEST #2 PRIVACV Z '-6" x 8' -0" 2 '-7 " x 8'-0 li2" RH 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR � 18'-0" . � 3 '-0" f • - _ _ _ _ : _ - - - -� 060 1 G CLOSET ountMV (Z ) Z �-0" x 8'-0" 4'-1 " x 8'-0 �/z" DBL 1-3/4" CHERRY CARPET 2 PANEL - SOLID WOOD DOOR; _ DOUBLE DOORS W BALL CATCH I 061 1 G VANITY PRIVACV 2 '-6" x 8'-0" 2 '-7 " x 8'-0 1z" LH 1-3/4" CHERRY TILE 2 PANEL - SOLID WOOD DOOR _ } � \ � " 2 G PRIVACV 2 -G" x 8 -0" 2 '-7 ' x 8 0 i2"_ LH 1 3/4" CHERRY TILE 2 PANEL - SOLID WOOD D00_R _ _ _ _ _ _ ry � � � � � ❑ ❑ � o 062 1 I BATH aaivncr 2 -6' x 8 -0" 2 7 ' x 8 0 !i" POCKET 1 3/4" CHERRY TILE FROSTED GLA55 W/ WOOD FRAME 101 1 G POWDER RM . aaivncr 2 6' x 8 0" 2 ' 7 ' x 8 0 /z" LH 1 3/4" CHERRY STONE 2 PANE� - SOLID WOOD DOOR _ i - - - 102 1 G COAT CLOSET DUMMY (2 ) 2 '-0" x 8'-0" 4'-1 " x 8'-0 1/z" DBL 1-3/4" CHERRY STONE 2 PANEL - SOLI_D WOOD DOOR; DOUBLE DOORS W( BALL CATCH _ � 103 1 G MUDROOM �ocK 5eT 3 '-0" x 8' -0" 3'-1" x 8'-0 '�2" RH 1-3/4" CHERRY STONE 2 PANEL - SOLID 20 MIN . FIRE RATED DOOR `^ - - - - - -- - - - --- - - - - - -' 105 1 G OFFICE PRIVACY 2 '-6" x 8'-0" 2 '-7" x 8'-0 �'z" LH 1-3/4" CHERRY STONE 2 PANEL - SOLID WOOD DOOR - r' ' - - - -- - - - - 105 2 G aarvna 2 '-6" x 8'-0" 2 '-7" x S'-0 � " POCKET 1-3/4" CHERRY CARPET � i 2 PANEL - SOLID WOOD DOOR b, \ o, - --- - 106 1 G MASTER BDRM . aaivna 2 '-6" x 8'-0" 2 '-7" x 8'-0 �z" RH 1-3/4" CHERRY STONE 2 PANEL - SOLID WOOD DOOR "' -- - - - - - - - 2 G DUMMY (Z ) Z '-0" x 8'-0" 4'-1" x S'-0 %z" D8L 1-3/4" CHERRY TILE 2 PANEL - SOLID WOOD DOOR; DOUBLE DOORS W/ BALL CATCH `" I f 107 1 H HEH CLOSET PASSAGE 2 '-6" x 8'-0" 2 '-7" x 8'-0 �/z" POCKET_ 1-3/4" CHERRY CARPET _ MIRROR W/ WOOD FRAME _ _ � 108 1 H HIS CLOSET PASSAGE 2'-6" x 8'-0" _ 2 '-7" x S'-0 �i2" POCKET 1-3/4" CHERRY CARPET MIRROR W/ WOOD FRAME _ _ "' _ � - _-_- - 109 1 1 MASTER BATH PRIVACY (z) 1'-8" x 8'-0" 3'-4" x 8'-0 �Z" POCKET 1-3/4" CHERRY TILE 2 PANEL - SOLID WOOD DOUBLE POCKET DOORS OPEN TOGETHER `" 2 I aarvqcr 2'-6" x 8'-0" 2 '-7" x 8'-0 '�2" RH 1-3/4" CHERRY TILE � � ' _ _ _ _ _ ___ 2 PANEL - FROSTED GLASS W[ WOOD FRAME 110 1 G ELEVATOR cassn�E 3'-0 ' x 8'-0 ' 3'-1" x S'-0 �'2" LH 1-3/4" CHERRY STONE 20 MIN. FIRE RATED WOOD SLAB DOOR - PAINT TO MATCH DRYWALL GARAGE DOOR �� DOOR TYPE - - - _ __ 150 1 G ELEVATOR PASSAGE 3'-0" x 8'-0 ' 3'-1" x 8'-0 �'z" LH 1-3/4" C:IERRY STONE 2 PANEL - SOLID WOOD DOOR =/ 154 1 G KITCHEN PASSAGE 3'-0" x 8'-0" 3'-1" x S'-0 3'z" RH 1-3/4" CHERRY STONE PIVOT DOOR W/ HOLD OPEN POSITION 156 1 G HEARTH f3M PASSAGE 2 '-6" x 8'-0" 2 '-7" x S'-0 �ii" LH 1-3/4" CHERRY STONE PIVOT DOOR W/ HOLD OPEN POSITION_ _ _ DOOR TYPES - BY OTHER 157 1 G POWDER RM PRIVACY 2 �-6�� x 8'-0" 2 '-7" x 8 '-0 �'z" LH 1-3/4" CHERRY WOOD 2 PANEL - SOLID WOOD DOOR Z 1/4" = 1 '-0" VARIES , 2 '-6" VARIES 1'-S" 1 '-8" f --- � z � f � i i t CHE0.RY CHERRY CHERRY 4 CHERRY - � FRAME \ FRAME \ FRAME FRAME - -- EXTERIOR DOOR SCHEDULE �°55ED GLASSED CHERRY MIRROR ROOM ROOM NAME DOOH FFLIME MANUFACTURER REMARKS PANEL No � � 1 DOOR TYPE SIZE R.O. THICK- MAT'L HANDING HARDWARE MAT'L NO. NE55 O O O O � m � � � ► m V 006 KERRY'S BEDRM 2 A 5'-0" x 9'-0" 5 '-1 " x 9'-0 i" 1-3/4" WOOD / GLASS NA �ocK-sEr ALUMN . WINDOW SUPPLIER DOUBLE FRENCH PATIO - EGRE55 - - I ENTRV ALUMN. FRENCH PATIO O 2 B 2 '-6" x 9'-0" 2 '-7" x 9'-0 �" 1-3/4" WOOD / GLASS RH WINDOW SUPPLIER L 0 017 UEST#1 BEDRM - - - - - o�eQ�7 _ _ - _ - I 3 A 5'-0" x 9'-0" 5 '-1 " x 9'-0 z" 1-3/4" WOOD / GLASS NA �ocK-sEr ALUMN. WINDOW SUPPLIER DOUBLE FRENCH PATIO - EGRE55 � � � ENTRV ALUMN. 4 PANEL - DOUBLE SLIDER - � - Z aC O51 REC. / PAMILY 1 C 11'-6" x 9'-0" 11'-7" x 9'-0 �Z" 1-3/4" WOOD / GLA55 NA o�eo�r _ WINDOW SUPPLIER � � 1 � ROOM 2 C 11'-6" x 9'-0" 11'-7" x 9'-0 �" 1-3/4" WOOD / GLASS �LIDER ENTar qLUMN. WINDOW SUPPLIER 4 PANEL - DOUBLE SLIDER � \ � ` ii � � O 100 ENTRY 1 D 4'-0" x 9'-0" 4'-1" x 9'-0 z" 1-3/4" WOOD / GLA55 RH oEnoeO�r ALUMN. WINDOW SUPPLIER INCLUDE TRANSOM ABOVE 0 - - - - - - - TYPICAL INTERIOR DOOR ^ MASTER CLOSET DOOR /� WATER CLOSET DOOR �\ MASTER BATH DOOR /- O - - - - — - ' 106 MASTER BEDRM Z A 5 '-0" x 9'-0" 5 '-1" x 9'-0 �" 1-3/4" WOOD / GLASS NA �ocK-seT ALUMN. WINDOW SUPPLIER DOUBLE FRENCH PATIO - EGRESS � ' ' —� � � � '-'- -� - -- _ - - - 151 LIVING 1 C 11'-6" x B'-0" 11'-7 " x 8'-0 i" 1-3/4" WOOD / GLASS NA oEA�BO�T ALUMN. WINDOW SUPPLIER 4 PANEL - DOUBLE SLIDER �^ Q cY � ROOM 2 C 11'-6" x S'-0" 11'-7" x 8'-0 �" 1-3/4" WOOD / GLASS SLIDER oEnoeo�T ALUMN. WINDOW SUPPLIER 4 PANEL - DOUBLE SLIDER � «� � 154 KITCHEN Z B 2 '-6" x B'-0" 2 '-7 " x S'-0 z" 1-3/4" WOOD / GLASS RH ENTRY ALUMN. WINDOW SUPPLIER FRErvcH Pa,T�o 3 DOOR TYPES - INTERIOR � � 1 iia„ = 1 ,-0„ �/� 1 E CORRD. W/ R.O. 18'-0" x 9 '-0" 1-3/4" WOOD / GLA55 OH ENTar qLUMN. BY OTHER GARAGE DOORS W/ CEDAR SIDING TO MA. HOUSE 104 GARAGE . . . _ _ _ _ _ ' _ _ _ . DEADB9LT � 2 F 3 '-0 " x 9'-0" 3 '-1 " x 9'-0 i" 1-3/4" WOOD / GLA55 LH ENiav qLUMN. BY OTHER MAN DOOP W/ CEDAR SIDING TO MA. HOUSE SOUTH CRAWL SPACE CORRD. W/ R.O. 2 '-6" x 4'-0" METAL RH �ocK-se1 ALUMN. T.B. D. PAWTED METAL DOOR - 20 MIN. FIRE RATED ROUND TOP MITER EDGE / __ MITER EDGE OF BASE � I I II 2x4" i � �� CHERRY TRIM � - � °�a x 8" CHERRY BASE � i - - - - J , PROJECT : 2403 DRAWN BY : � WROUGHT � CHERRYFRAME CHERRYFRAME � caoove �, - � - � D A T E : Ol .25.05 N WROUGHT II I , REVISIONS : GROOVE �i (.D. z 04. 19.05 I � � 6�� X 9�� II I I 6�� x 9�� PLINTH BLOCK � PLINTH BLOCK e ...� 8" CHERRY 8" CHERRY I �' I BASE BASE i a _ - - - - - - � DOOR SCHEDULE DOOR TYPES A BASE B �ASE 4 TYPICAL INTERIOR TRIM - WINDOW 5 TYPICAL INTERIOR TRIM - DOOR 6 " = 1 '-0" 6" = 1'-0" 1/2 " = 1 '-0" 1/2 " = 1 '-0" A602 � � � � � � � a \ ~ � ^ !� . Q \ - J O n \� 7 a ...� �V��., , � � � � ry O� O� � � PV �� �V� � SZn F— I� j �\` � .f . . _ _ — _ . f = � --- �� � .. — vf O , , . ^ \ � H T � N � � W --�� i 5/8" DRYWALL, Q ' ' __= \ TYP. � __ , _.- =.,_ _....__. -.-..., W � 2x HEADER � � s/B" DKYWALL � � � z II 2 x HEADER BLOCKWG � I AS REQ' D `� �I �I I SHIM SPACE . _ 1z� f 1 „ 1 „ � _ Z 2 O I CHERRY TRIM, '� `^ TYP. -} � � .Y, I _ CHERRY } W P _ � ,� I ni TRIM ` - � - � m -- mb - > � --- - -- \ � 1x4T&GSOFFI }'"�`ji^ - ' =�� _ —=i 4X4 CEDAR DOOR yy� OCKET CHERRYJAMB , �I � 3�� BAND 3„ 4 HARDWARE Q �� � � HEAD & STOP a � O 5/8" DRYWALL a PLYWD. s • . CEDAR BUCK z �� 3X8 CEDAR BAND CHERRY INTERIOR `� CEDAR JAMB, HEAD & STOP; DOOR, TYP. w- � I' MAfCH FINISH TO SIDING � " � I a� � � ° 13/4" SOLID CORE DOOR W/ � � a, 1X VERT. CEDAR SIDING OVER 1X VERT. CEDAf, '� I earrErvs & TRa.rvsoM wow TYPICAL INTERIOR DOOR - HEAD DETAIL HEAD DETAIL @ POCKET DOOR �� � TO MA. GARAGE DOORS '4 3 " = 1 '-0�� 7 3 �� = 1 �_0�� � - o -- 1 HEAD DETAIL @ GARQ,GE MAN DOOR 3 �� = 1 �-a�� I _ _ CHERRY INTERIOR I , DOOR, TYP. i I � � � � , i�� 3i�� ��,.� CHERRY JAMB & �� a" a" �' TYP. RYWALL, � � '� � - - -- ---y` � STOP I � � - - i \. - � - - � _ , / ,-= N� !I � R.O. ��,, _ E - - - - � _-_- -- - - _� 2x BLOCKING i ��� �� � � CHERRYTRIM , � � CHERRYPOCKET / I I � � NP� DOOR W/ i HARDWARE �j� � SHIM SPACE CHERRY I 2X WALL TRIM BASEBOARD - %8" DRYWALL BELOW ^o CHERRY BASEBD, BELOW � W lx4 T&G SOFFI � V � 4X4 CEDAR �� � BAND ,�:: a" PLYWD. O l � � ` 3X8 CEDAR BAND L W °C � - � O STEEL BEAM PER STRUCT. L Q � p �. � 2x4 CEDAR TRIM � � � O � TYPICAL INTERIOR DOOR - JAMB DETAIL JAMB DETAIL @ POCKET DOOR � J CEDAR TRIM 5 3 " = 1 '-0" 8 3 " = 1 '-0° Q � � O J o 1%4" SOLID CORE DOOR W/ �� ~ � - , 1X VERT. CEDAR SIDING I � m OVER 1X VERT. CEDAR � BATTENS �1 W CHERRY INTERIOR I I � - DOOR, TYP. I HEAD DETAIL @ GARAGE DOOR CHERRYJAMB & � 3 �� = 1 �_p�� STOP O _ � CHERRY TRIM , BEYON � CHERRY POCKET THRESHOLDIN DOOR � I � STONEFLOOR i (SEE A101a FOR CHERRY TRIM & FLOOR FINISHES) �'0'M8� nP � O � � � / RECESSED INTERIOR - \�� " �; EXTERIOR Ro��ER ; i D R A WENC g .y : Z403 �-X� , i DATE : " � � FINISHE� �� STONE FLOOR 3" FLOOR LINE —\ � BUILD-UP W/ IN R E V I S I O N S : �� FLOOR HEAT C.D. Oz 04. 19A5 - � � � �_ ALL MECHANICAL � OPERATORS AND � '/ \ , ,, , „ � -- - EQUIPMENT PER �� ---___ - ---"- - MANUFACTURER'S SPECIFICATIONS �� 0 � 2x6 CEDAR TRIM � � 2x8 CEDAR BU�K d - " i3i, ° souo coRe �ooR w � ix 6 TYPICAL INTERIOR DOOR - SILL DETAIL g SILL DETAIL @ POCKET DOOR VERT. CEDAR SIDING OVER 3 " = 1'-0" 3 " = 1'-0" DOOR DETAILS 1X VERT. CEDAR BATTENS JAMB DETAIL @ GARAGE DOOR A603 3 � „ _ 1 ,_0 . GENEAAL NOTES: SHANNON RESIDENCE JOB# 0211 -04 \q���E,O �D d'3��/� V' DESIGN CRITERIA: �"�� m •••��:?✓ 3 FOUNDP.TION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE 6 ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER � � �J` ^ N � J �` ROOF LIVE LOAD (SNOW LOAD): 80 PSF FOUNDATION WITH NOT LESS THAN 1 /2" DIAMETER STEEL BOLTS OR APPROVED ABBREVIATIONS LIST '� OO�°' a � ANCHORS 80LTS SHALL BE EMBEDDED AT LEAST 7" INTO CONCRETE OR 7 DELAY PAINTING WITHIN 3" OF FIELD WELDS UNTIL WELDS ARE COMPLEfED, � a 7,> o � ROOF DEAD LOAD 15 PSF d��.d��� � �� °S 0. FLOOR LIVE LOAD 40 PSF MASONRY, AND SPACED NOT MOFE THAN 4 FT APART. THERE SHALL BE A g $TEEL ANGLES THAT ARE USED TO SUPPORT SiONE VENEEF AND AFE IN A B ANCHOR BOLT CONNECTION SCHEDULE 'a�0� �'• ' �E ` FLOOR DEAD LOAD: 35 PSF MINIMUM OF TWO BOLTS OR ANCHOR 5TRAPS PER PIECE WITH ONE BOLT OR ABV ABOVE DECK LIVE LOAD: 100 PSF ANCHOR STRAP LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH CONTACT WITH CORROSNE SOILS SHALL BE GALVANIZED AND SHALL BE ADJ ADJACENT � SIMPSON H5 DECK DEAD LOAD 55 PSF END OF EACH PIECE A PROPERLY SIZED NUT AND WASHER SHALL BF ATTACHED TO THE FOUNDAI ION WIiH GALVANIZED OR STAINLESS STEEL ALT ALTERNATE ' " GARAGE FLOOR LNE LOAD: 50 PSF/2000 L8S TIGHTENED ON EACH BOLTTO THE PLATE. ANCHORS ARCH ARCHITECT OO SIMPSON LSSU210 GARAGF FI.00R DFAD LOAD 65 PSF BLKG BLOCKING OC SIMPSON LSSU210-2 BASIC WIND SPEED (3 SEC GUST): 90 MPH 4 BOTTOM PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED BACKFILLING PROCEDURES: BM BEAM � � O � �D SIMPSON HU410 WIND EXPOSURE' B LUMBER BM PKT BEAM POCKET � � r � SEISMIC DESIGN CATEGORY: C 1 . VERIFYTYPE OF FILL WITH GEOTECHNICAL ENGWEER BHG. BEARING �E SIMPSON LUS210-3 N r ti M IRC EDITION 2003 5 WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY CANT. CANTILEVER x � pj Qj WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK PROVIDE 1/2" 2 CONCURRENT BACKFILLING OF EACH SIDE OF RETAINING WALLS TO FINAL CLR CLEAR �F SIMPSON LUS210 Q O � � FOUNOATION DESIGN: CLEARANCE AROUND END OF WOOD BEAM PROVIDE 2x TREATED BLOCKING GNADES IS REQUIRED UNLESS TEMPOFARY SHORING IS INSTALLED DO NOT CMU CONCRETE MASONRY UNIT 0 SIMPSON LS90 U m EACH SIDE OF BEAM AT BEARING BACKFILL AGAINST RETAINING FOUNDATION WALLS UNTIL SUPPORTING FRAMING COL COLUMN O O 1 THIS FOUNDATION HAS BEEN DESIGNED BASED ON THE RECOMMENDATIONS ELEMENTS ARE IN PLACE OR ADE�UATE TEMPORARY SHORING IS INSTALLED CONC CONCRETE �H FITTED SIDE f�'s SEE 12/S7 O Z � � SET FORTH IN GEOTECHNICAL REPORT #04029 BY LKP ENGWEERING , INC 6 BLOCKING WITHIN FLOOR JOIST SPACES BENEATH POSTS NOTED ON PLAN CONT CONTINUOUS J L 4x4x1 /4x0'-5 1 /2 SEE a � = X CONSTRUCTION OF THIS FOUNDATION SHALL FOLLOW THE REQUIREMENTS SHALL BE OF E�UIVALENT AREA OF THE COLUMN ABOVE SINGLE STUD GROUT C P CRIPPLE POST FROM THIS REPORT TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR. DWL DOWEL � SECT. 3/S8 Q a � 1 GROUT BENEATH COLUMN &45E PLATES AND STEEL BEAM BEARING PLATES EA EACH 2 DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING 7 BOLTS USED W FRAMING CONNECTIONS SHALL BE INSTALLED WITH SHALL BE NON-SHRINK NON-METALIC GROUT WITH A MINIMUM COMPRESSNE EQ E�UAL K 3/1 Fi'� FILLET WELD ALL PRESSURE OF 3000 PSF STANDARD WASHERS AND NUTS STRENGTH OF 2500 PSL EXP EXPANSION � AROUND SEE 3/SS EXSTG EXISTING 3 REfAINING WALLS HAVE BEEN DESIGNED USING A LATERAL PRESSURE OF 60 8 REFER TO THE 2003 IRC TABLE R602.3(1 ) OR 200.3 IBC TABLE 2304 9 1 FOR GENERAL REQUIREMENTS: F � FLOOR DRAIN �L SIMPSON ITT11 .88 PCF FOR TMF "AT REST' EARTH PRESSURE CONDITION AND 40 PCF FOR THE MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED �G FOOTING y "ACTIVE" EARTH PRESSURE CONDITION UPON REQUEST AS STATED IN SECTION 2304 .9 5 OF THE 200318C SECTION G L GWED LAMINATED � SIMPSON IUT11 1 CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO � 2304 9 5: FASTENERS FOR PFESERVATNE-TREATED AND CONSTRUCTION DO NOT SCALE DRAWINGS CONTACT ENGINEER IF HDR. HEADER N� SIMPSON WPI411 .88 4 FOOTINGS SHALL BE PLACE� BELOW FROST DEPTH ON UNDISTURBED SOIL FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINGCOATED DISCREPANCIES IN DIMENSIONS ARE DISCOVEHED HORIZ fiORIZONTAL O OR ON STRUCTURAL FILL COMPACTED AS REQUIRED BV THE GEOTECHNICOL GALVAMZED STEEL STAWLESS STEEL, SILICON BFONZE OR COPPER INFO INFORMATION OO SIMPSON ABU88 ._ ENGWEER FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REOUIRED IN AF&P4 2 THE STRUCTURAL DRAWINGS DESCRI6E TNE COMPLEiED STRUCTURE JSTS JOISTS P� SIMPSON HUC610 "" TECHNICAL REPORT No 7 THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED K S KING STUD J L 4x4x1 /4x0�-S 1 /2 SEE � 5 PROVIDE CRAWLSPACE VENTILATION PER CODE REQUIREMENTS CONTRACiOH WI1H EXPEHIENCE IN 1HE CONSI HUCTION S`!STEMS AND LLV LONG LEG VERTICAL C 9 UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOIN TECHNIQUES DESCRIBED THE CONTRACTOR SHALL PROVIDE ADEQUATE LONGIT LONGITUDINAL � SECT. 1 O/S7 � 6 SOIL VAW ES AND CONDITIONS SHALL BE VERIFIED BY A REPRESENTATNE OF RAFTERS, JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORS OR SHORING AND BRACING IN 1F+E PHOPEF SEQUENCE AS MAY BE REQUIRED TO �� LIGHlWEIGHT THE GEOTECNNICAL ENGINEER REPORT ANY DISCREPANCIES FROM THE EQUIVALENT ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF ��� LAMINATED VENEER LUMBER R� SIMPSON C,;T4 Z ORIGINAL FINDINGS DESIGN ASSUMPTIONS TO THE STRUCTURAL ENGWEER CONSTRUCTION IS THE RESPONSIBILITY OF TNE CONTRACTOR CONSULT WITH MANF MANUFACTURER S SIMPSON HU410 INVERTED — 10 WOO� NAILER PLATES ON STEEL BEAMS FOR TOP-FLANGE HANGERS SH<,LL THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN � � ON CENTER O � � � 7 BACKFILL AROUND RETAINING WALLS AND STRUCTURAL BUTTRESSES SHALL BE RIPPED TO MATCH TNE STEEL BEAM FLANGE WIDTH CONTRAC� � P�TE T SIMPSON LSSU410 BE COMPACTION TESTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REF REFERENCE w ENGWEER. 11 MANUFACTURED JOISTS SHALL BE FROM AN APPROVED MANUFACTURER IN 3 THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SE�UENCES REINF REINFORCING OO SIMPSON HU210-2 w THE SIZES AND SPACINGS INDICATED ON PLAN IF JOISTS FROM A AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT NOTIFY SCHED SCNEDULE �� V v ,�-� 8 PROVIDE PERIMETER FOUNDATION DRAINS PER THE GEOTECHNICAL MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED, CONTACT S � P STRUCTURAL INSULATED PANEL �_�v 1� Z ENGINEER RECOMMENDATIONS ENGWEER TO REVIEW SPANS. LOADING AND CONNECTIONS FOLLOW THE STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION STL STEEL — DOCUMENTS IMMEDIATEL DO NOT PROCEED UNTIL ERRORS OR OMISSIONS REWFORCED CONCRETE: MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING BRACING AND ARE RESOLVED COORDINATE RE�UIREMENTS FOR ALL PENEfRATIONS T B THROUGH BOLT (� WEB STIFFENERS THROUGh STR�CTURAL MEMBEFS WITH STRUCTURAL ENGWEER JOBSITE T&G TONGUE & GROOVE Z 7 CONCRETE DESIGN IS 6ASED ON THE MOST CURRENT PUBLICATION OF SAFETY IS THE SOLE RESPONSIEILITY OF TNE CONTRACTOR T� -- -- - TOP OF "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) 12 EXTERIOR WALLS SHALL BE ac6 STUDS � 16" OH CENTER OR AS DESCRIBED TOF TOP OF FOOTING w BELOW UNLESS NOTED OTHERWISE ON PLAN: 4 OBSERVATION VISITS 8� THE STRUCTURAL ENGINEER ARE FOR T�w TOP OF WALL 2 STRUCTIiRAL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE WALL HEIGHTS 12'-6 AND LESS: Dc6 STUDS @ 16" DETERMINATION OF GFNERAL COMPLIANCE WITH THE CONSTRUCTION TRANSV TRANSVERSE STRENGTN OF 3000 PSI WALL HEIGHTS FROM 12'-6 THROUGH 14'-6' ac6 STUDS @ 12" DOCUMENTS THIS OBSERVATION VISIT IS NOi AN INSPECTION , TNE TRTD TREATED WALL HEIGHTS FROM 14'-6 THROUGH 17'-4. (2)-2x6 STUDS @ 16" CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO TS TUBE STEEL 3 CONCRETE SHALL BE PROPORTIONED USING lYPE I-II SULFATE RESISTANT WALL HEIGHTS GREATER THAN 17'-4: CONTACT ENGINEER SCHEDULE THIS VISIT TYP TYPICAL CEMENT DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS CAP WITH A DOUBL E 2x6 TOP PLATE OVERLAPPING AT CORNERS AND AT VERT VERTICAL INTERSECTIONS WITH OTHER PARTITIONS IF OVERLAP IS NOT POSSIBLE STRAP 5 SUBMIT SHOP DRAWINGS TO ENGINEER FOR STRUCTURAL STEELAND VIF VERIFY IN FIELD 4 FOR COLD WFATHER CONCRETING PROCEDURES REFER TO THE "ACi MANUAL TOP PLATES WITH STEEL STRAP TIES (SIMPSON ST292) PREMANUFACTURED TRUSSES FOR REVIEW PRIOR TO FABRICATION OR W P WATERPROOF OF CONCRETE PRACTICE " GABLE END WALLS SNALL BE &4LLOON FRAMED TO THE BOTTOM OF CONSTRUCTION THE ARCHITECT AND/OR CONTRACTOR ARE RESPONSIBLE FOR w� WITH RAFTERS, LOOKOUTS OR GABLE END TRUSS VEPoFYING DIMENSIONS AND �UANTITIES TNIS REVIEW IS FOR GENERAL � 5 EXPANSION ANCNORS SHALL BE LOCATED NO LESS THAN 6 BOLT DIAMETERS WALLS SHALL BE SHEATHED WITH 7/16" THICK APA RATED PLYWOOD OR OSB COMPLIANCE WITH TNE INTENT OF THE STRUCTURAL DRAWINGS. FROM CONCRETE EDGES AND SPACED AT NO LESS THAN 12 BOLT DIAMETERS SHEATHING RATED 24/16 EXPOSURE 7 BLOCK ALL HORIZONTAL JOINTS Bd I _ UNLESS NOTED OTHERWISE NAILS AT 6" AT PANEL EDGES AND 8d NAILS AT 12" AT INTERMEDIATE SUPPORTS 6 WHILE EVERY EFFORT IS MADE TU PROVIDE A COMPLETE AND ACCURATE SET r ) PROVIDE (3)-2x10 HEADERS OVER ALL DOOR AND WINL�OW OPENINGS WITF+ OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAV OCCUR �.�� Q 6 CONCRETE FLOOR SLABS ON GRADE SHALL HAVE SAWN OR TOOLED ONE Dc6 TRIMMER AND ONE 2x6 KING STUD EACH SIDE UNLESS NOTED RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND � CONTROL JOINTS AT A MAXIMUM SPACING OF 12 FEET W EACH DIRECTION IF OTHERWISE COMMUNICATION BETWEEN THE CONTRACTOR ARCHITECT AND ENGWEER TO � O POSSIBLE LOCATE CONTROL JOINTS ALONG COLUMN GRIDLINES ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW PROVIDE TNE BEST POSSIBLE STRUCTURE. 7 CONCRETE COVER,4GE FOR REINFORCItiG STEEL (ACI 31 &95) : 13 INTERIOR LOAD BEARING VJALLS ARE Dc4 OR 2x6 STUDS AT 1 E" ON CENTER W O Q CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" WITH 7/2" GYPSUM WALL BOARD BOTH SIDES CAP WITH A DOUBL� TOP PLATE Q CONCRETE EXPOSED TO EARTH OR WEATHER TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARTITIONS � #6 QAR THROUGH #18 BAR: 2^ IF OVERLAP IS NOT POSSIBLE. STRAP TOP PLATES WITH STEEL STRAP TIES � #5 flAR W31 OR D31 WIRE , AND SMALLER: 1 1/2" (SIMPSON ST292) � CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH GROUND: PROVIDE (2)-2x10 HEA�ERS OVER ALL DOOR AND WINDOW OPENINGS WITH � n a SLABS, WALLS AN� JOISTS (#11 BAR AND SMALLER): ONE ac4 OR DcE TRIMMER AND ONE 2x4 OR 2x6 KING STUD EACN SIDE UNLESS V J � O # 14 AND NO 18 BARS: � ��p• NOTED OTHERWISE � #71 BAR AND SMALLER 3/q° ALIGN JOISTS OR RAFTERS TO BEAF WITHIN 5" OF STUDS BELOW. / /1 � o BEAMS AND COLUMNS: 14 AT BEAM BEARING LOCATIONS IN STUD WALLS, PROVIDE MULTIPLE-STUD 1 1 � � PRIMARY REINFORCEMENT, TIES STIRRUPS, SPIRALS 1 1/2" � O POST� E�UAL TO WIDTH OF BEAM UNLESS NOTED OTHERWISE �y STRUCTUFALMASONRY 15 FLOOR SHEATHING: PROVIDE 3/4" THICK APA RATED STURDIFLOOR R4TED Z � U t LOAD BEARING CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C9C AT 24" ON CENTER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR STANDARDS CONSTRUCTION GLUE AND NAIL PANELS TO ALL SUPPOR7S 8tl NAILS AT 6" AT O O PANEL EDGES AND Bd NAILS AT 12" AT INTERMEDIATE SUPPORTS INSTALL (2)-#5's CONT HORIZ —� ^ 2 MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE TYPE S WITP SHEATHING WITH LONG DIMENSION PERPENDICULAR TO JOISTS AND STAGGER TOP & BOT � J PROPORTION OR PROPERTIES SPECIFIED IN TABLES 21037(1 ) AND 2103J(2) OF JOINTS ` � THE 2003 BC DO NOT USE ADMIXTURES UNLESS APPROVED BY STRUCTURAL PER PLAN ` � ENGWEER 16 ROOF SHEATHING: PROVIDE 5/B" THICK APA PLYWOOD SHEATHING RATED TOW �� /r 40/20 EXPOSURE 1 INSTALL SHEATHING WITH LONG DIMENSION �_ � , A � 3 GROUT SHALL CONFORM TO TABLE 21 C3 10 OF TNE 2003 IBC OR TN ASTM 476 PERPENDICULAR TO THE SUPPpRTING MEM9ERS AND STAGGEF JOINTS � `� � USE COARSE GROUT WITH COMPRESSION STRENGTH EQUAL TO f'm. 8UT NOT NAILING: 8d NAILS AT 6" AT PANEL EDGES AND 8d NAILS AT 12" AT WTERMEDIATE � LESS THAN 200C PSI SUPPORTS /� PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL RAFTERS, TRUSSES 2 � \` � 4 MASONRY SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTN OF AND LOOKOUTS LL = � Ym = 1500 PSI PROVIDE SOUD BLOCKING PANELS BENJEEN ROOF FRAMING MEMBERSAT FOR REMAINDER OF REINF INFO � (2)-#5's x BEARING TO PREVENT ROLLING REF TO APPROPRIATE DETAIL 2� � 5 PROVIDE (2)-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND EDGES OF / ^ OPENINGS (BOTH VERTICAL GROUTED CELLS AND HORIZONTAL GROUTED BOND 17 LAMINATED VENEER LUMBER (LVL) SHALL HAVE TNE FOLLOWING MINIMUM (2)-#5's CONT HORIZ ---� V J BEAMS) PROPERTIES: TOP & BOT \ FLEXURAL BENDING STRESS: 2600 PSI 2,_� E MASONRY WALLS SHALL BE GROUTED IN CELLS CONTAINING STEEL MODULUS OF ELASTICITY: 1 900 000 PSI 2, � ` PER PLAN fiEWFORCING UNLESS AUTHORIZED BYTHE STRUCTUR4L ENGWEER TENSION PARALLEL TO GRAIN: 1850 PSI � a , TOW COMPRESSION PARALLELTO GRAIN 231C PSI (2)-#5's x � � —� � 7 STRUCTURAL MASONRY SHALL BE LAID UP RUNNING BOND WITH EXPOSED COMPRESSION PARALLEL TO GRAIN: 750 PSI p -0 \ 2'-0 � JOINTS TOOLED PERPENDICULAR TO GWE LWE HORIZONTAL SNEAR: 285 PSI �� REWFORCING STEEL FOLLOW ?HE MANUFACTURER'S RE:OMMENDATIONS REGARDING BLOCKING, BRACIN6 AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS. L EXCEPT WHERE OTHERWISE NOTED, REINFORCING BARS SNALL BE GRADE 60 PER PLAN I EXTEND HORIZ ReINF EXCEPT TIES. FIELD BENT BARS AND BARS TO BE WELDED WHICH MAY BE GRADE 18 PREFABRICATED ROOF TRUSSES SFiALL BE DESIGNED BYA COLORADO TOF 2'-0 PAST STEP TYP 4C ALL REINFORC WG BARS SHALL CONFORM TO ASTM SPEC. REGISTERED ENGWEEF TO SUPPORT THE FULL OEAD AND LNE LOADS THE � P R O J E C T : 0311 -04 FABRICATOR SHALL DETERMWE WEB ARRANGEMENT AND MEMBER FORCES a D R A W N B Y : TFA 2 FOH BARS #B AND SMALLER LAP BARS 36 DIAMEfERS AT SPLICES W LOAD DURATION FACTOR FOR SNOW LOAOS IS 1 .0 SUBMIT CALCULATIONS AND FOR REMAINDER OF REINF WFO � w REVIEWED BY : JPL CONCRETE LAP BARS 42 DIAMETERS AT SPLICES IN MASONRY DO NOT WELD SHOP DRAWINGS TO ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO I I REF TO APPROPRIATE DEfAIL a OR USE MECHANICAL SPLICING DEVICES UNLESS APPROVED BY ENGWEER FABRICATION THE TRUSS MANUFACTURER SHALL SPECIFY ALL TRUSS TO TRUSS � � �- D A T E : PERMIT 1 .25 .05 CONNECTIONS LATERAL BRACING OF TRUSSES SHALL BE INSTALLED AS �� 3 HORIZONTAL BARS SHALL BE CONTINUOUS OR LAPPED WITH CORNER BARS REQUIRED BY THE TRUSS MANUFACTUREq ° I I 1 � R E V I S I O N S : AT CORNERS. PROVIDE (2) #5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND � ,;��, � EDGE OF ALL OPENINGS OR STEPS STRUCTURAL STEEL i l�i_�� � � REVISED 03 . 14.05 � ���� � CD 04 . 19.05 4 EXTEND REINFORCING STEEL A MINIMUM OF 2 FEET THROUGH COLD JOINTS 1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN i ,;i !, COORDINATE ALL COLD JOINT LOCATIONS WITH ENGWEER ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISGLRFD, AISC 335 OR AISC-HSS. SPECIFICATIONS AND CODE OF STANDARD PRACTICE PER PLAN 5 WELDED WIRE FABRIC SHALL CONFOFM TO ASTM SPEC. A-185. LAP WELDED i TOF WIRE FABRIC A MINIMUM OF NJO FULL MESH GRIDS 2 STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50. TUBE SHAPES i � ,r . SHALL BE ASTM A500 GRADE 8. PIPES SHALL BE ASTM A53 GRADE B OR ASTM i i" ' i� ��i i�j;�� I I I� I I=_I I I fJ I I-1I I=1I EI I I-I I '- ' STRUCTURAL WOOD FRAMING: A501 = _ , �-������=�� ,-�,�.�����=-= ENERAL �� �- �-� � �-�,-� � - � - Z G i� �i«��� �,—, �,=n��� ��_ -� 1 EXCEPT WHERE NOTED OTHERWISE ALL 2" NOMINAL WMBER EXCEPT STUDS 3 ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM a SHALL BE DOUGLAS FIR-LARCH #2 AND BETTER ALL SOLID TIMBER POSTS AND SPECIFICATION A325 ANCHOR BOLTS AND BOLTS USED IN TIMBER � NOTES w BEAMS 3" NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH #2 UNLESS CONNECTIONS MAY BE ASTM A307 a NOTED OTHERWISE ON PLAN 1 TYPICAL FOOTING STEP SCALE 3/4" = t '-0 4 TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BYTHE BWLDING 2 STUDS SHALL BE STUD GRADE AND BETTER HEM RR OR DOUGLAS FIR-LARCH , INSPECTOR S� 5 EXPANSION BOLTS SHALL BE WEDC�E TYPE "POWEF" OR APPROVED � � E�UIVALENT MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS NOTED � � _v-v'vw�,"�✓-v��/v-�,-�rv�_'../w��v�✓'v'-��-����vv��,\ \ � ° ' �-0 �-- ISOLATED SPREAD FOOTING SCHEDULE ? ' i � „ ^ s� 2° m n� , r� z o° ) cr — — — — — — - — — — - LABEL DIMENSIONS REINFORCING � 5�``�:��o�i: 3:;^�%2 �, — - - - - - - - A 2'-0 x 2'- 0 x 1 '-0 (3) - # 5' s x 1 '-6 EA. WAY � W��a '� `°�, ; J d � -� - - - - - - - , I �M � � _ — — � � � B 3'-0 x 3'- 0 x 1 '-0 (4) -# 5' s x 2'-6 EA. WAY � 1 � :� c : ¢ `� I q T O W = 8 2 0 7'-4 TOW = 8202'-4 TOW = 8207'-4 ' `�s :f'' ,' o �' � �j 5 � TOF = 8197'-7 PKT TOf = 8197'-7 TOF = 8197'-7 m 11 '-C' � c° � � � � � �E, �;r � s, i � � � C 5 - 0 x 12 -4 x 1 -2 ( 13) - # 5' s x 4 -6 TRANSV . � `�� ; ;• . . I � • S9 B � � (6) -# 5's x 1 � ' - 10 LONGIT. } .\, ()> 5 I ASEOONRUNDSTURBEDGRADEOR I I 1 � � D 2'-6 x 14' -0 x 1 '-0 ( 15) - # 5' s x 2' -0 TRANSV . 2 �� ( S7 COMPACTEDSTRUCTURALFIL� PEF I I � � � 5 (3) -# 5's x 13' -6 LONGIT . � � N O f� \ S O I�S E N G I N E E R. P R O V I D E 1 " D E E P � � � ~ � I I TOW = 8207'-4 I SAWN OR TOOLED CONTROL JOINTS I I S� � �_ v � f � � � M ) ` N � I� M .��.�ti�.��•�����i._ .. �ti. s� �.ti,ti .�.� � ���/ � O� � T F = 8197'-7 � AT t2'-0" MAXIMUM SPACING EACH � � I n WAY REINFORCE SLAB WITH I I ^ � � � FO U N DAT I O N P LAN � _ m o � � � I 6x6-W1AxW1 4 WELDED WIRE FABRIC I I SCALE , 1 /4 - 1 -O O O PLAN NOTES: O Z � � o I 7 CONCRETE WALLS AHE 8` TNICK UNLESS NOTED Ol HERWISE N TOW = 8202'_6 � N II 8 2 0� 2'-6 C R A�N L S P A C E TOF = 8197'J / I I 820i� I I � 2. C O N C R E T E F O O T I N G S A R E 8" T H I C K A N � 1 '� W I D E U N L E S S N O T E D O T H E R W I S E a' � = x I I TO SLAB 'r TO SLAB I I 3. CONTINUOL'S FOOTINGS AFE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE ��-� Q � � I I 4. CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIRED TO FIND ADEOUATE SOIL BEARING 5. STEPS IN TOP OF FOUNDATION WALL ARE INDICATED: _ g'-0" 6'-�," 12'-ad' 3'- 10�' g _p^ I 6. O INDICATES CONNECTION TYPE REFERENCE SCHEDULE SHEET S1 7. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH CONTRACTOR 1 2 B S7 I I 1 OW = 8207'-4 S7 � I � I TOW = 8207'-4 II 2 � ^ 5" CONCRETE SLAB ON 4 ' GRAVEL BASE ON � TOF = 8197'-7 � �� _ fl ^ TOF = 8197'-7 L / � � � /— UNDISTURBED GRADE OR COMPACTED c I - - - - - _ / STRUCTURAL FILL PER SOILS ENGINEER p TOW = 8208'-4 � � / � PROVIDE 1 " DEEP SAWN OR TOOLED CONTROL I I TOF = 8197'-7 0 12�_p�� — - - � ��.y3�� �� o I � � / \ JOINTS AT 12'-0" MAXIMUM SPACING EACH WAY. �, ry h � � REINFORCE SLAB WIT}i #4's (o� 16" EACH WA`!. I TOW = 8208'-7 � � - _�� I I � � / \ 7 2'-6" TOF = 8197'-7 _ I �— — — s I � / � � � C - — — — — �' � — — — � � �1 L � — — — J � / \ (7 �d — — — — � � \ \ \ Z / B 6 ac TOW = d206'-4 � � � \ \ / / / � � � I` TOW = 8208'-73J4 — — — TOF = 8197'-7 \ / W FTG �G 57 i �v �"� TOF = 9197'a FTG. � � \ \ � � / / � $ '4? , STEP STEP !' a ���"�-„�,L� STEP ����.��� r � � � � / � I � ` Z 0��� ,�TOW 6208'-73/4 � \ \ � / / \ u� IP.DICATESB" THICKENED TOW = 8210'-73/ TOF 8204'-73/4 , 9'-0" � \ \ � / / � \ - SLAB EDGE W/ (2)-#4's TOF = 8204'-7 3/4 / � / � / � U, CONT. LONGIT � � - - - =�s 8" CMU RUtiNING BON� W/ #5's VEfiT, C o TOW = 8208'-73/4 � � � / � � � � i 6" IN FULLV GROUTE� CELLS & CONT TOF = 8204'J 3/4 � � � �/ / � � Z °�. � � FULLY UROUTED BOND 8M's W/ (2)-#5's � � \ / W II CONT LONGIT @ 4'-0 MAX VERT I I � � � � \ � / // � ,��o SPACING / ( VERIFY SLAB SHAPE & RADIUS W/ � I I � � � _ i r - � � \ LANDSCAPE/SITE PLAN � / / 5'-10" 11 '-4" — — 5'-10" I � ` _ _ _ � / � � \ � � I S' CONCRETE SLAB ON 4" GRAVEL BASE ON � -� � YFR� I I I UNDISTURBED GRADE OR COMPACTED / � �� I TO SLAB � STRUCTURAL FILL PER SOILS ENGINEFF ` � , � � �\ & SLOPE I TOW = 8207'-7 3/4 I I I I ° I I � PROVIDE 1 " DEEP SAWN OR TOOLFD CONTROL / / VERIFY SLAB SHAPF W/ � 10 ` TOF = 8204'-7 3/4 � I JOINTS AT 12'-0" MAXIMUM SPACING EACN WAY. � LANDSCAPE/SITE PLAN o � S6 I SLOPE � I I I � REINFORCE SLAB WITH #4's @ 16" EACH WAY -o� \ � I SLAB N � I N C I c� � INDICATES N" THICKENED W 1\ I I_q^ 3�_g" 1a = 10'-2i' 5'-10" I I i � � - - - � � � � SLAB EDGE W/ (2)-#4's / 1 � � I CONT LO�JGIT �. " y- - - - - . v � I I I � � � R15�`�� t I � / ����, ,y.� � .. � S9 � / 7_"�^"" '`d�J 0���''(�7 z � 8208'-7 I I I � J � � / ��athP� � $dt.S L�L�yu�F.fZ 1 1 1 � O �^ � TOW 82C8'-7 3/4 L - � i \ TO SLAB I I TOF 8204'-7 3/4 I � - - ' ?� � (K�N� PWh � O Q � � � � 2 -\ - , ` � _ I � t320J, g�_7 3/q m { � � 5" CO CRETE SLAB ON 4" GRAVEL BASE ON \ I � TO SLAB � 56 z9��4" 3 z. 9�_6. UNDI TURBED GR4DE OR COMPACTED � STF� TURAL FILL PER SOILS ENGWEER ��5� � �' 2 � L' J01� DAT 1�'-0 MAX MUM SP O NG EACH WAY \ S I I I TOFJ= 92Ca-7 �4 � O REIN RCE SLAB WITH #4's @ 16" ENCH WAY. TOW = 8210 -7 3/4 I I 5" CONCRETE SLAB ON 4" GRAVEL BASE ON I I W � n � \ � UNDISTURBED GRADE OR COMPACTED VERIFY SIZE AND L CATION 27 , � � „ TOF = 82G4'-7 3/4 5 Oj OF BLOCK OUT IN ONC v J 3'-0" a I STRUCTURAL RLL PER SOILS ENGINEER I I TOW = 8215'-11 1/4 � ' 1 ' O PROVIDE 1 " DEEP SAWN OR TOOLED CONTROL 1 '-9a" (VERIFI� �G WALL FOR ACCESS �G TOF = 8207'- 11 1/4 �G �C, STEP TO JOINTS AT 12'-0" MAXIMUM SPACING EACH WAY. � � �i � _ � STEP STEP STEP — — o — � — — — — — — STEP \ S�B REINFORCE SLAB WITH #4's a(7. tE" EACH WAY FTG — — — — — — — — _ STEP � � LEVEL � — — — — — — — — — — � i— 6 ✓ ,� — — — — — — — — — — — - - O 0 9 TOW - 8215'-11 1/4 TOW = 8215-11 1/4 ;.'`e FTG\ S7 �3 1 '-fia'-" (VERIFI� TOW = 8215'-11 1/4 I g �" � ° — � O � � S6 TOF = 8206'-7 3/4 TOF = 8204'-7 3/4 3 STEP � � i TOW = 821 S' 71 1!4 TOF = 8205'-11 1/4 STEP TO I g6 � � 8207'-73/4 � � � � TOF = 8204'-73/4 SLAB � � � TOW - 8216'-11 1/4 4 � � � � TOW = 8211 '-C 7/8 -�- w � — 8211 '-0 7/8 TO SLAB / FTG > � � TOF = 8209'-7 S6 1 �— TOF = 820T-2 3/4 TOW = 8271 '-0 7/8 ! TO SLAB / I � \ \ (VERIF`�/ STEP � TOF = 8208'-2 3/4 / / � \ 13 I �) m � � � TOW = 6215'-11 1/4 i . ;L� TOF = 8210'-8 7/B 4" CONCRETE SLAB ON 4" GRAVEL BASE ON � � 5 � � / 4" CONCRETE SLAB ON 4" GRAVEL BASE ON � ' � � 6210'-0 !/8 I I r / I UNDISTURBED GRADE OF COMPACTED \ / I UNDISTURBED GRADE OR COMPACTEO ` I TO SLAB � SLOPE SLAB I � � TOW = 8221 '-8 STRUCTURAL RLL PER SOILS ENGINEER w h I q PROVIDE 1 " DEEP SAWN OR TOOLED �, � � � STRUCTURAL RLL PER SOILS ENGWEER � @ PERIMETER TO F. D TYP m I I TOF = 8210'-8 7/B CONTROL JOINTS AT 12'-0" MAXIMUM �� \ .P`: � PROVIDE 1 " DEEP SAWN OR TOOLED SPACING EACH WAY. REINFORCE SLAB CR4WLSPACE �., �� � I I CONTROL JOINTS AT 12'-C" MAXIMUM ? i I I = � � — gM �c SPACING EACF WAY REINFORCE SLAB \ �_ I P� WITH 6x6-W1 4xW1 4 WELDED WIRE FABRIC TOW = 8211 '-0 7/8 I � I I � WITN 6x6-W7 .4xW1 .4 WELDED WIRE FABRIC. i � INDICATES THICKENED SLAB EDGE Wi (2)-#4's TOF = 8206'-23/4 � � CONT LONGIT � � I � 12'-2a�� B, �„ � _3a g gr ' I r 7'-7' I Z, 2E' 3„ � 11 '-5-z" 2, , � _c`�i � I ° h� m I TOW = 8216'-7 BM BM BM I I W I I ��821 � -0 7/8 CRAWLSPACE I TOW = 8216'-7 � `O TOW = 8228'- TOF = 8210'-8 7/8 PKT PKT PKT 3 TO'� g�p,g TOF = 8209'-7 1 OW = 8228'-3 � I Ss I � - - - - - -� — J I TOF = 6221 ' 3 TOF = 8210'- 7/8 — — — — — — — — — — — — — — I � — — — — — — — — — — — — — — — — — — FTG I TOW = 8216 -� � -- — — 5" CONCRETE SLAB ON 4" GRAVEL BASE ON L 1 i STEP I TOF = 8210'-8 7/8 ' FTG -�� �� � � � �� UNDISTURBED GRADEOR COMPACTED A S6 TOF = 8 1�0'-87/B � �� � STEP — — — � — — — — — — — � TOF = B209�-03/4 � STEP ' STRUCTURAL FILL PER SOILS ENGWEER 1 �G P R 0 J E C T : 0311 -04 � TOW = 8228'_6 STEP PROVIDE 1 " DEEP SAWN OR TOOLED CONTROL TOW = 8216'-7 ' � TOF = 8216-10 JOINTSAT 12'-0" MAXIMUM SPACING EACN WA`! TOF = 8208'-23/4 - - - - �� STEP 0 R A W N B Y : TFA ' � � � aEwFORCe s�a,s wiTH #a�5 @ is° EccN wAV ;� � �'`-"��— REVIEWED BY : JPL � 8 � S6 i0W -- 8231 '-3 1/2 o �EVE� � FrG ss Tow = a22��a i/2 Tow = azzs�-s Tow = a22e s � row = e22 � -0 �4 D A T E : PERMIT 1 .25.05 TOL = 8228'-0 3/4 TOW = 8225'-6 TOW = 8224'-0 � Q o _ STEP TOF = 8216'-10 TOF = 8216'-10 TOF = 8216'-10 a277�_3 4'-3" 4'-3" _ _ TOF = 82� 6'-10 � � TO SLAB ° TOF = 8216'-10 TOF = 8216'-10 TOF = B216'- 10 N _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ REVISIONS : � ! � � A � � Q REVISED 03. 14.05 I � � SLOP� LEVEL ' � � � 2Q C D 04. 19 .05 . - o � � � I � o ' � � — `�,' � TOW = 8231 '-3 1/2 ? � "' / TOl = 8228'-C 3/4 — — — — — — — — — — — — ' VERIFY LOCATION AND ^�� � � � I TOF = 8216'-10 I � -I I- DIMENSIONS OF SITE WALLS W/ � o � � 5 � b TOW = 8228'-0 3/4 4 LANDSCAPE PLAN REF SHEET 6 [n S6 S6 in TOF = 8216'-10 S6 I I S9 FOR WA�L HEIGHTS AND � S6 S6 2,_�„ ��, 2�_�. I I � � m I I S6 � - � 2,_�„ �„ 2 � , DETAILS � TOW = 8226'- 10 5 ` ^ TOW = 8226'-10 � � - TOF = 8276 -, o I S6 = - � �' TOF = 8216�-, a FOUNDATION ' ' 4 � \ � .� o � o — o — — I @ ND OFLWALL� � / � � o � I cs�-#s owis. X L 6� a,� - "' � � "' s�-o� � PLAN END OF WALL � ' ? - , '�' I I FTG ' 6„ / _ � � '" �'' J L� - - - - STEP 15' S" � �_6 6. T' 8''_0 � ��_6�� 4�_6,� / ` 3'-0„ 2, p„ � � _� � �� 6 _� ,� 6,_6„ � B�_6, 6,_Q„ 8,_6�� , � _ _ _ _ _ _ _ _ _ _ � S2 I I � I I � I I TYPICAL EXTERIOR HEADERS � ,4RE (3)-2x10's W/ (1 ) -2x6 `'R�,�,µD�, �'.�'�'�'i� °c ' `� •� c�t TRIMMER & (1 ) -2x6 K$ EA. ��� ' -� y S7 SIDE INDICATE� THLS � �' � °D \ ' � �h - - _ . _ - - -- - -- - - - � _ = O � — . — — . — . — _ — — — � — — — — � l • s.. •'�' � .." � f� . � '��� . S� /1. - - - - - - _ _ ��`�� � � `'�p �. --- - - - _ _ - -- - 1 3� � _ _ __ , _ ~� - � . . �. _ _ -- - � - - - - rnc°� °o � S7 0 - _ i N � f� M �" X � � d� - — - - - � � N CRAWLSPACE BELOW 5� O Q � � - - - - -o -- - -- --- --- -- - - - - -_ — . . � . . U o0 � ,^�T�'6 � � Z � O� 82C8'-61/4 Y a O TO PL"WD a � INDICATES CONT. 1 1 /4" x11 7/8" a VERSA-STRAND LSL RIMBOARD, `2 - 1 3/4 x r TYP. 1 1) 7/B LVL � ��P `� ��� ��-�-/ - - � � - � � �1���t�FE7"�'- -- - I Y' ° ' - - VEFIFY—� 2 ----- - � ACCESSLOC - � - - - - - - y �t�+ - -- 2 � C — - — --- � - a�--- - - � 1 — - � ;� s �� o X � J� / X ' O� y . _ _ _ � V '� �/ I �� � � � _ . _. _ _ - �iT/P, �^ m N� I � 't � � r v _ — - - N � �,�d^� ` � `GF� 7 (2)-2x12TRTD . DROPPED � C � �,� (2) -2x12 TRTD DROPPED � LEDGER W/ (2)-5/8"0 x 8" — � — - -�` LEDGER W/ (2)-5/8"ID x 8" Z EXP. ANCH's zQ 9 t� z EXP ANCH's - !Q � �' U J L� �6 �6 Ul LU ' CONT TRTD 2x12 LEDGER W/ (2)-16c DRIVE-PINS !� 24" w W 3 f- � Z . S7 ��.�-v��� w�-�i-- _ ��'_'�- �. ._, � -�� �. ' " _ _ � " (� Z Ll.� ❑ - ti � MAIN FLOOR FRAIVfING PLaN SCALE 1 /4� - , -o N PLAN NOTES � � 1 FLOOR BEAMS ARE FWSH FRAMED UNLESS NOTED "DROPPED" ��� I 2 FLOOR SHEATNING IS 3/4" T&G APA RATED STURDIFLOOR , EXP 1 . SPAN RATING 24" O C � SEE FOUNDATION PLAN i 3 TOP OF STEEL BEAM ELEVATIONS ARE NOTED ,####'-##) SHEET S2 FOR SLAB 4 FLOOR JOISTS ARE 11 7/E" BCI-45Cs @ 16" UNLESS NOTED OTHERWISE W FORMATION I lil 5 POSTS CONTINUOUS BE�OW ARE INDICATED: � POST3 FROM A80VE NOT CONTINUOUS BELOW ARE INDICATED: ❑ C 1J 6 INTERIOR STUD BEARING WALLS ARE INOICATED� - v/ Q � / (� iNDICATES CONNECTION iYPE REFERENCE SCHEU�LE SHEET S� � S9 8 DG NOT SCALE DRAWINGS. � � � O 2 w � Ss O o �t� SEE FOUNDATION PLAN �'' Q SHEET S2 FOR SLAB /r � INFORMATION � �` V / � � 2x10 CANT JOISTS @ 16" SISTERED TO W � n O PACKED-0UT I-JOISTS W/ TWO ROWS � � � V � 12d NAILS Q 12" \ � 2x10 CANT DECK JOISTS @ 16" O 9 9 S6 - INDiCATES CONT 1 7 /4" x11 7/8" S6 � SISTERED TO PACKED-OUT I-JOISTS W/ TWO ROWS 12d NAILS CJ 12" Z � U VERSA-STRAND LSL RIMBOARD / CONT 2x10 RIM T�P CONT 2x1 ^u RIM / j O O ^ � � � — — � — — � — — — — � — — — — � — — — — — � � � oZ V 6 ' �� � � oZ � :n � \ S7 � . . ' . � � � � � , ���� , _ � z � A � I 6 I yjr `b' � I � � � ; 2 ' I p I / �2 ni-�i � � � � � < � .) 7 I � �� d 2h'6, `�\✓:'" I � > �6 -� -A � � I I I � Q � � m I \ �- ��=/_ vERiFV I I � ^ �/� �2 /� � ACCESS R O ,,� ' i � N 8217'-tl1/2 � x /� � ( � � � � TO PLyW� � N v \/ N � /'� ° CRAWLSPACE BELOW � I � CR4WLSPACE BELOW ' v J � "� > i � i � m I I 8217 - 1 1/2 I � TO PLVWD � x i I I i i � I � I ■ i � � � (2)-2x12 CONT. TRTD DROPPED � � , (2) -2x12 CONT. TRTD. DPOPPED LEDGER W/ (2)-5/8"0 x B" EXP 3 i I I LEDGER W/ (2)-5/8"H x 8" EXP. Ar;CF 's �a) 24" � SE ANCH's @ 24' 1 � LE GER W/N)5 BTPJ BROXPED PROJECT : 0311 -04 S6 ANCH's @ 24" DRAWN BY : TFA ❑ REVIEWED BY : JPL a � D A T E : PERMIT 1 .25.05 ss 1, ss REVISIONS : 0 REVISED 03. 14.05 SEE FOUN�ATION PLAN 2Q CD 04. 19.05 SHEE7 S2 FOR SLAB INFORMATION ❑ 6 > > 5 S6 S6 S6 MAIN FLOOR FRAMING PLAN 5 S3 56 � i ! '�`����yp'�^'.��'i o° �� � ��� � � W � .. : W � � ��� � � � o :a; �2 O 7' �j �" � �6/ �6 � �6 y � `�/ � 6dp�'�d�j3f:•�`S � o el� a � � �' \�-E (3) 1 3/4x � _ � 0� '• . . �� � (3)-1 3/4 x 5 1/2 LVL / (3)-1 3/4 x 5 1/2 lVL � _ _ _� . � 5 1/2 LVL � �� �6 — � - - - - - -� / � - - = �— � �— � � - - -- - -- --- - - - �� — - — — 1 _ I - - - — -- - - - -- --- —= 8x8 DIAG BRACE � � O � � a (21-1 3/4 x 11 1/4 LVL � � (BELOV� 2 � - - - / d' CO � M — - - - — - � � N � I� c7 � � � r �D 6 � _- - C-0tV�. - ' 2 x � O) � 3 - � - � n 5� �8� m � � � m o� 2i m - � - m cn ;L�/ � � � ��' N 1� N � � 0 Z � � � - - - - - -- - - - -- - -o �i a � � ~ 7Yp � � z � , Q d � I - - 8219'-7 3/4 v � � INDICATES CONT 1 1/4" x11 TO PLYWD_ 4 � 2 � Q 7/B" VERSA-STRAND LSL �' RIMBOARD. TYP _ _ _ _ _ _ � > � � _ �TYP. � ? � ro v � � �= � ) � � _ - . _-_ � r� � �P. �L � � �Ji � r ^ n, C 6 - c+� O �-rO �-�Oj ' - x . _ . _ _ - _ P �+ v >' I M - / � ✓ � � \ \ . _ - _ — —_ _— — _ _ — - � 2 �' / _ _ _ _ _ — _ — — �� c � � � v � v � � OO COhT ., C7 ,4, / �R LQTYP� � � ,/,�, � � � � p (2)-1 3 4 x 11 1 4 LVL � � � � Z T? • `�� ;� � � L :i� � —' - " _ -�_ n � . 6� � _ . _ . . -_ _ - - _ _ � 8x8DIAG BRACE 6 ' \ Q' � Q -�-- � � I (BELOV� W _ _ p� ' - _ � " �6 . . -. . �6 . .. ;2) - 1 3/4 x 71 7/8 LVL ,y� - J L - � W _ — � � -_ - - �� r _ - — — _ _ - Tt'PICAL EXTERIOR HEADERS Z ��o- ��.,�� � '� TRIMMER& (1 )2x6�K.5� EA. Ur p i �s �7YP� 2x12 LEDGER W/ (4)-12d SIDE INDICATED THUS `�' NAILS @16" Z T J I c� ~ I c� W � � �TYP � � co � ��LTVP� � co u�t� �._� _ n �,6 I �\/ � I 1 3/4 x 11 1/4 LVL BLKG. / N O 8219�-?�� � PANELS AT TRELLIS TO PLWJD Y � x � POST BRG. �� o � 6 5 � p � � SB �, � � � � `�"s � 4'-0" iYP cn c7 r � z � N `o ` ' _ x J ; o - S9 - - " o P _ � � UPPER FLOOR FRAMING PLAN SCALE : 1 /4 = _ C7 2 -1 3/4 x 11 7/8 LVL (� 2 - 7 3/4 x 11 7/8 LVL C m � 1 3/4 x 5 1 /2 LVI. �N 16" CANT. � tn r � r / N JOISTSSISTEREDTOac12JOISTS a =� � -� ( ^ I W/ TWO ROWS 12d NAILS @ � 2" � r 8219'-7 1/B ' c� J BM � � r r 1 Q � TO P� � � � � � � L L P % PKT. �� � B' � " PLAN NGTES \ v N g p m � s (2) -1 3/4 x 11 7/8O N (2)- tO3/O 11 7/8 LVL � � � 3 TOPOOF S�TEET BEAM �EVA&ONS ARE NO ED R`#I�OOR�)XP! 1 , SPAN RATING 24" O C �� � N � ,y � � � � x 4. FLOOR JOISTS ARE 7/8 BCI 450s � 16 UNLESS �OTED OTHERWISE. � Q O 3 LAYERS 1/2" PLYWD. BUILT-UP � N � J v' � 5" .CONC. SLAfl —_.. __ - � 5 POSTS CONTINUOUS BELOW ANE INDICATED� � POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ RIM W/ (4)-10d NAILS IN EA. JOIST 1 3 x ;c � a � HEAATH _8219'-7__ 3/4 _ � x � 8219'-71/8 6. INTERIOR STUD BEARING WALLSARE INDICATED: Q a �' O i EXTENSION � �- �- TO PLYWD Y $ TO PLWJD Q O (ORIENT PLYWD GRAIN HORIZ.) ¢ --�--<"- �-`' /� ^ 7 0 INDICATES CONNECTION 7YPE REFERENCE SCFIEDULE SHEET S1 � ^ � � � r�� �,�,-1-/✓� �P , L�TYP. / 1 \ ^ v rF}-`O 8. DO NOT SCALE DRAWINGS � � , U �o �- -- - - -- - - -- - - --- - � ! � ' 1 3/4 x 11 1 /4 LVL BLKG � p \ PANELS AT TRELLIS r ^ POST BRG. V J � O -- .n � 6 °' � I � � rn �+ y V / � t � �5� � I�' � I � 2x12 LEDGER W/ (4)-12d � + �T� , I�� ° � NAILS @16" O � �6 � 2 � � p I� � 6' � - 2x10 CANT DECL JOISTS @ 16" Z � U � � SISTERED TO PACKED-OUT I-JOISTS W/ NVO ROWS 12d NAILS C 12" 6 � �}6� 6 `z �o I O , '� n1% ��� � � � � � ' .`�� � `�% �'���' CONL 2x1C RIM � � 2i'�� `L �- `ti " `�' � `� � 6� �. �.Z/ �6' - � ��-' � � �W 6xt2 ' W 6x12 ' - - � - --- � � � � (3)-�8 � , %D�B � �-D�8 � � y- — — — —� � w io�s �a2� s�-s i z� �� — — � — ���--.� � — — � �� �- —� � — =-�- � � � � 6 /� � � z > �p�`,� � STEP - — - STEP �� �• � / � \ ��o z � ��, P m ��7+ro� � 8227 11 1 `,�' �` �� PLYWD _ PLYWD /i �6' � � ��' `° � �6' � ��% � @ P R M�E ER Z / ELEV. ,�,Q ELEV I � ` a � STE < � 2tq 2 - - - - - - - � � � 2 � � � � PL . D � r�`��� �,I � � � ' � z �L;i�'� � EL i � �� �4 - � � p � � � � �� �C + a I �- ' � ` � I � � v / ' � 21'q . R�A __ '. w m a v i N 1 3/ x 1 1 7/8 L L@ 6" � ,� �� � � � ' ° � � �;�0/ � � 4 � � � ��; � �a 6 m m I �.� �+Y,� ' j� . � ��,/ � � +�+�\ �/ I �% o � '� � ' x �`� � � � 8228'-3 rL � I )� '� � I � 3 TO PLWJ� � c i N 8x1 822 '-73/ CON � a' � M � 0 , �I � w ioxi � �a2ze�-c �a � � � � � � - SLO E S 8 TO ' x j Q j � � r� �� r � N � 9 FD . P � � � � � x �� �a� I � S7 � � m S7 � � ° � Q �' ..,�p �. N � N ^ �4 , i�� �ie v� � � � s� � � �� , ��)-a`10 �� P R O J E C T : 0311 -04 CONT_ TRTD 2x12 W/ �' � � � `��/ °' �NP � y �✓ , � c�. c� x - z Rows s�e°exa° ExP aNCH �s "+�-s �s `�m , r I �'�s �E , Y \ /�" � ? .,r f REV EWED BY : JPL @ 24" O C (STAGGERED) w z s1E e22e'-� ;2�- i 3�4 X ii �/6 �'v� � � �3� -a`10 � (3�� � � � ��. D A T E : PERMIT 1 .25.05 � � PL TO PLYWD � OQ ' �6 � r � r � � � � W 10X15 ' REV � .S � � N .S . J � ELE . � � v�' ��/. f2 c� � `�i �v e �, � +,�+� C>n'P- � � \ � � �� !� (a22e -saia� �� 0 REVISED 03. 14.05 S6 g s 6 6 �6 � �6' INDICATES CONT 1 1/4" x11 7/8" �`> ; � VERSA-STRAND LSL RIMBOARD, CoNT � axaxva wi s, e°�dxa° — � x � TvP 20 CD 04 . 19.05 EXP ANCH @ 24" O C W/ CONT. (2)-2x12 CONT TRTD �ROPPED 9 x �' ;2)-1 3/4 x 11 7/6 LV � iRTD ac4 BRG IC PIN DRIVEN LEDGER W/ (2)-5/8"0 x 8" EXP � _ v � � � � ANCH'S (a� c�4" r i r � � TO ANGLE Ca? 16" Q QNP � � ^� ;2 - 1 3/4 x � ^ i t 7/8 LVL � 6 8227'-17 1/2 � � `� �a" � TOPLWJD � g229�-� �' S UPPER FLOOR S6 I I @ PERIMETER S6 TO PLYWD S6 I I 4" NOMINAL CONCRETE SLAB ON WATERPROOF OVERFR4ME ENTRY MEMBRANE PER ARCH ON 1 1/8" PLYWOOD AT GARAGE I I � � , � � � FRAMING PLAN REWFOFCE SLAB W/ 6x6 - W1 4xW1 4 W WF I I 5 I I I THROUGOUT. PROVIDE 1 " DEEP TOOLED CONTROL U � LJ JOWTS @ 12'-0 MAXIMUM SPACING EACH WAY. � S6 I i � � _ S4 � � � � � � o , yv, I � � � o: , —� � - - - -� - -- - _ , E e � "� �6y' �` �`�R '•• ''�'y o �S ��t • i o � -' - t - - - .� �' - - - - - - � . . . . ' - - - --- , - - `" :'S' � sq • ��� cv � W . . . . . . . . . . �o �� � • J �M s � O � � � � � A 6 �`.� • O 3 � � �� (3)-1 3/4 x 11 1/4 l VL �� �l. � �dpj.6�� � o�" SB 11 BENT HDR_ (HIGH) I "'--��, �i' � ���'� F� -� � (2)-2X� 2 s� r-, - - — � E _ ' (z)-�iz . '' � L� �J� � 2x� 2@is° r I i3^3/a�fiN � � �CQS ' i1 ' 2xi � Cai6^ rr�$ � � ��, � \ � � (C�TYP � ��r' N �� ��'C3'T'P � V' CO � M g ��, � � N � 1� M � � � � 12 � � �'`�.� °�° � � w �ry� � � � o � � + rj " o N � S� ����` Z � N W W U W 8x15 CANT MEMBER � � LL �� w � = W 8x15 CANT. MEMBER O O WELDED TO W 1 �17 BENT � � (/��,� � � � 00 p � � � WELDED TO W 1 �17 BENT O Z � � STL HEADER OJ L NJ L J L`- W � Ox� S J L J L J L W � CX� S � L J L W � OX� S OJ L OJ L J L J LO STL. HEADEP. a O � " 7 r ' � r � r � r � r � � � r � r � rH � � 7C OO �m v OO OO n'P `� '�,' OO rrP � '� <,e�TVP �c :�; w �� 0 Q � ii � x m � � O I� p� ^ . J\ � 2%� 2 @ � 6�� p N 3 INDICATES 2x4 C P � �i � N � N @ a'-C MAX. TO � c� � � 2x12� @ 16y' RAFTER H�LON/_ _ x r� �� � i cv u� TvP. � ^`L m w �/"�� , �-6, . „p�, � �ry � N "Y� � � ,,�C.� � , I I � �(��! ❑ ti �J �7� � ��� C � ' � i � N � > m ' � � I �� i �� � � � N (2)-�12 '� �, ' `�` � � . �6 � �2 � �2 - _ _ _ X - - � . X T v . ' � I Y �� - - � � � � � � T _ � �. 3 -1 3/4 r-11 1/4 LVL � (3)- 1 3/4 x1 ,1 1 /4 LVL . '� i, � , - -f - � C - �� _ - - ��f �� ;, -- � � � � � � ' � � � �� � � , � � � INDICATESCONT2x12 Z ' � STRUCT. SU&FASCIA @ a, - - - T i, I OVERHANG PERIMETER, TYP. - - - - -- � ` _ � _ . . . ' co O�� r - co . . . .- - - W � (�d (�d � �A TYP @ LOOKOUT, RA�fER W N ,�, - N � AND TRUSS BEARING Z �+�,� �� � ° � � g+� � C� i�" -- --� - - � � (VERIFv) ..�� Bx14 � � 4 � - Bxi4 Z QR TYP � '(VERI� �ii � �� ' � S9 - - � -- - �, � I�R iYP W � � ' — WDICATE52x12 LOOKOUTS _ _ � �F'J, - - - - - - - ��`� @ 24" lYP � ���' (�) �12 - - � � - - �2)-act2 ��', 7l � NOTE TRELLIS ROOF NOT I n ` S n NOTE: TRELLIS ROOF NOT N DESIGNED FOR SUPERIMPOSED � ( `� � N � � � � DESIGNED FOR SUPERIMPOSED SNOW LOAD - 00 NOT SNEATH w N � � �, / SNOW t OAD - DO NOT SHEATH m � � 2 -2x12 , (2)-D�12 � � 6%14 @ 24" co �� � C - � � - � �; �� � co 6x14 (pi 24 ' � � W �NERi� � ( - iz)-a�iz �, �� (z?-a�iz � � �(v�RiFr, � � ROOF FRAMING PLAN U � �n i _ _..��-- " � ~ \�'�`� , ss 4i� ~ SCALE 1 /4' = 1 -0 � A I Q I �l � r�, �, - — � PuaN NoTES: � O Jc�E J L `� i ROOF BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPED" �� � OO nP ��,P 2 . ROOF SHFATING IS 5/8" APA RATED SHEATHING, EXP. 1 , SPAN R.4TING 40/20 I ' ' � � `O ��P, r `O � � 3 ROOF RAFTERS ARE 2x12 � 24" UNLESS NOTED OTHERWISE � � � O Q Bxi4 „� Bx14 4. POSTS CONTINUOUS BELOW ARE INDICATED � POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ Q ,o (VERIFI� N� cv x c� P, ;VERIFYj �py 5. WTERIOR S7UD BEARING WALLS ARE INDICATED: 8+� �. I _ " _ _ 3 _ _- " I �0�� 6. Q INDICATES CONNECTION TYPE REFERENCE SCHEDULE SHEET S1 � Q I I 7 DO NOT SCALE DRAWINGS � , �- -� - - - --- - - - -G V / � I � O ---t - -- - - - -- - t _ ' ' I 1 1 1 � ^ � � - . . l ��°/ - - -- -- - '�� 1 UJ 6 - - � — — �,+a+ +Q+� 6, _ _ _ _ _ _ i . _ _ - --� � — — — — — — �� �� — — — - — � O . I � I I W 12x�2 BENT HDR J ,A80VEj , , SB - - — �" � I � J L � � � . . � - ■ �� � , O ` � V � � �+�+���J4 � �a ��� W 12x19 ;LOWj _ � _ _ _ _ � A�p+� _ _ _ I P � J :� ����� � � � ... �.� - `� C> �`�- �� , ��e y � \ � � � �TYP �Q�� , �s "bj�6 I � �- - �- - � Y ��� 6x14 DF#1 �(LOW, I I I Z � �/ - - � �+� 4 DROPPED) � ' I - I \ � , � � 3 �`�` �l- sa � � ��. ' i ' � ;� I n TRUSS MANUF TO DESIGN GIRDER - - _ _ I m ' �4 _ � \�� I 1 b Z V / > � — - - � \ " - - - 3� -1 3!4 x 11 1%q LVL 6ENT HqR HIG 3 -1 3/4 x i l 1 4' LVL BENT H R HI FOR AN ADDITIONAL POINT LOAD OF I 3 � .b,6 _ _ _ 925 LBS LL, n5 LBS DL I � � Q � � � P � 2 �� ���� — - - ' �� � � � (�) &12 � �, �4j - Q a - �" � C�, � `� �� � � (2) 3/4"(d /� `� ,�Q, , �� `� ,�4, r�-�° �:, r , � 3 �' � .�� � �� C��' � � ALL-THREab � I I . Jc� c�' `�- I ., ��. c� `y+ , , 'i . . � � N 'O � (� �6 u' � � � d w m . . I N I �2 � \� , '. 7� c� \�1r1 . i i � > N = � x 2 . j ! / /'� �, N z � - � p�: 0 � . cv ' I 2 ZY'B 2 �� �.� � �' i � ' � r�`O V / c� O m I W �� r�jy t% ���J ti� �+� ��� � � �' �� ' V� � � �� � � ��� � � N m � - ' C7 ' �p�/ '�6' Lb�/ . �Ai� . I� � , p i .�. . . . � , . � � ... � �� , . _ r � CANi ! 6x14 DF#1 CO T 6x14 DF#1 6x14' DF#1 6x14IDF#1 " x _ � � � � _ ii � (DR PPED) ( P _ ) � (DR PPED) � � � ) � �✓ _ _ --_ � � i� V I � � � v �p,�� P,� �}o ��� � i � � 0�6' � ��� �� � � � � I - - � � o , . ., . , I I w w � � � � . . 2 3 � � i-' - -- — - ' / w � ; � w � ( ) /4"0 � � — - �0 g � .c� � �g � a � .t/� � �a� -Q � I i I .�� ¢¢ N ,c/��.� 'I ' y'�0 qa N ,c � r�-�° � � -� � � �, l . '� . . � cv 'Yf„ ��0 y , I '� � ?; "Y� ��` V � J �yT . � ,hY� ���i-r°, . i ��- _ _.� � �8 . �l�' � (dj ' c�'P� �.�` "��v I _ F� _ _ _ _ u.' �_ �� � ' �� -- �' -� � . u-�'"/ �L�' 1 � N i p+ .�'� � -� cV , � c� � B TYP � _ -___ _. _`� � , � � . �� . . _ -_- ._ __ -_ 7 , . . . . ' . . m 0 � N - -L - - � N - - - - ��e I j ' � �-�,�.�---� '� _ x ; ,� i P R 0 J E C T : 0311 -04 - ' -- - -- - - - , . ATfICT - - - I --- -- �' o ��2 � � �„� ���%� . . � � _ � - � � � DRAWN BY : TFA OOM IN ' USSES 24" � � � � �� r � � — REVIEWED BY : JPL � � � � � J 0B TYP_ (�TYP ' � �I � , irvoiCnTES CorvT zxi2 I � , � D A T E PERMIT 1 .25.05 � - h , � _ STRUCT SUB FASCIA C S d R E V I S I O N S : OVERHANG PERIMETER_ TYP ��� ��6 �g�.6, �nP � �� W � � ���� � I 1� REVISED 03 . 14.05 - ---- F- - - � - - - -- — - � - - -� F- - - � I Q2 CD04 . 19.05 _ � - -- �( � E � 6 - - - - I \"�i+ - - - --- ��/ ����--�--- - - �'�/ QA TYP Ca? LOOKOUT. RAFTER i \ 3 -1 3/4 1/2 LV � T"PICAL EXTERIOR HEADERS � ANU TRUSS BFARING � � ARE (3)-2x10's W/ (1 )-2x6 .� ° , - �< Z �+� 6 °� TR�MMER & c, >-2X6K.s. � ROOF FRAMING � �' � Q " � � � �� SIDE, INDICATEDTHUS PL/1N �'+6, � � 2+6 '�L� U ��- ,� '�"�'� g I � � � � - - - - - - � - - - -- - - - � , -� � �zT4-�/ � ,- OP i `��O - - ,� - y� - J � - m a - � ti- _ � Q _ - - m � � � � m � S5 --� 3 � � J 3 � INDICATES 2x12 LOOKOUTS �� B,TYP. . \ v C7 a 24". T'P � � � SS m � TS BxD�3 16 � �BEti Bl M x p � �^`�.'�--•._•✓�'�L�_, ��i�...��._,�.-,i�"' - � . J, 8231 '-31/2 u Y TOW (NOT SHOWN) 1��0"� • ''�?'i` ° 2x6 EX7tRIOR WALL� 2 1 /4" MAX LTWT. CONC. (8227'-7 1/2 C SIM) 2 1 /4 MAX LlWT CONC �', r� ;_� � �� � ;� : cv -: T � i 7 7/B I-JOISTS PER PLAN o ;°�\\ " \ � _ '� 1/2"0 x 10 ' A B 's @ 4B" 11 7/B" I-JOISTS PER PLAN =_ __ -- . _ , �� o � � - - - a� • ,J � 5 C'G IN CONT TRTD ac6 R = - � 8217'- 7 1/2 ,� ��j��:�.. ��'�.S .�_�_r 8228'3 , - — 8228'-3 � ' I — - - - - - —= TO PLYWD. � Q TOW . • - - TO PL��M/D CONT LSL RIM � �� = � BD PER PLAN ���_ ii - � _ . — � 8228'-03/4 — — — — — - - - - _ -. - ` - - � -- -- � � O f` � Y TOL (BEYOND) 2xi2 BLKG PANELS BlWN (NO LEDGE @ SIM ) � � � � M JOISTS @ BRG W/ (2)-16d STONE VENEER --y i i N � I� M DRNE-PINS. TYP PER ARCH ' � ' —'s � x � � — (2)-Dct2 CONT TRTD 2x6 EXTERIOR WALL _� �— O O � � 2x6 STUD BFG WA.LL—� � U O O LEDGER W/ (2)-5/8"0 x 8° � O Z � � EXP ANCH's @ 24" . � � SEE 6/56 FOR REMAINING INFO SCALE: 3/4" = 1 '-0 + 1/2"0 x 10" A B 's � 48" a O = X � 1/2"0 x 10" A.B 's C� 48" IN CONT TRTD ac6 F� S6 8231 -3 1/2 -- ' 1/2" EXP MAT'L Q a LL 5" CONC SLAB T�W - � IN CONT. TRTD . acE Fq. I PER PLAN 8226 -10 _ 4" CONC SLAB PER PLAN SLOPE _ TOW � ��� - - PER ARCN � 8211 '-0 7/8 8211 '-C 7/8 SEE PLAN _ — — — — — — — — — -;� - � #5's CONT. HORIZ @ 12" TO SLAB • - ' � - TOW � � TO SLAB � - — — — — — o — — — — — � #5 DWLS x � � � tn � �- � #8s x S-0 Ca? 12" VERT. @ o� � -�. 7 � � ; r� . . _ _, � r ar' r '� �, a - � (2)-#5's CONT. CONT L 4x4x1 /4 W/ 7/2"0 76" 6° '= , ✓J °J ` - ' C .�r - - TOP & BOT x 4" EXP ANCH'S @ 24 ' � • O '- y ; � � � _, (6'-0 MAX. STONE NT,) ?,�" 2�" , _ _ _ _ _ 2 1 /4" MAX. LNJT CONC. ( 1 )-�SCONT MID HT 8" THICKENED SLAB � — - - — � 1/2" EXP MAT'L EDGE W/ (2)-#5's � #5's @ 12" EA WA� �9" 4r' �-11 7/B" I-JOISTS PER PLAN � CONT HOPoZ , 1`(P � \ 5" CONG SLAB PER PLAN -� 4 4 C � 10 SCALE: 3/4" = 1 '-0 8228'-3 S6 — — — — — 8228'-0 3/4 � ---� 7p� � 8208 _� �q (2)-#SS CONT C7 TOP & BOT ac6 EXfERIOR WALL - - - - - 5, 5 , TOL • . TO SLAB ' • ✓ 82�8'-2 3/4 Z 2 1/4" MAX LTWT CONC. �ONP y '_ . = = '- TOF � LSL BLKG PANELS BTWN. � 11 7/8" CANT IJOISTS PER PLAN — — — — — } � �} a`��' � SISTERED JOISTS @ 8RG _ _ _ _ � ° - W ac10 CANT JOISTS @ 16" SISTERED TO `� � W STONE AND MORTAR BED 11 7/8" I-JOIST PER PLAN W/ Z 1/2"PJ x 10" A B �s C QB" IN a° 8" OVERWP MEMBRANE � i FOUR ROWS 16o NAILS @ 6" CONT TRTD RIPPED ac R � , 4„ _ PER ARCH � g217'-1 1/2 - - }, 8211 '-0 7/B - - — TO PLYWD. — — — — — � 3 � � _ �- #5 DWLS x 4 � 3 SCALE 3/4" = 1 '-C #SS iu- 72" vERT Z TO� — __ /� @ 12„ -� S6 3/4" PLYN/D � � . ( /�q EA WA� g � y� W �� � �i CONT 2xiC RIM ` � - � � — — — - - - — — _�_ 3,_O,� 1 /2" EXP MATL �- 2x6 EXTERIOR WALL �, 8215'-11 1/4 / PACK OUT WEB W/ 3/4' S" CONC SLAB PEF PLAN / �� TOW - - - - — � IN ONT TR DS 6 R PLYWD. ONE SIDE OF I-JOIST - #5 DWLS x L 8208'-7 3/4 - '� TO SLAB 1/2"0 x 10" A B.'s @ 4B' �, � p^ � ,_6 #5 DWLS x I O & TOW � � . � IN CONT TRTD. Dc6 R (ALT LEGS) � 2^ L #5's Ca? 72" HOPoZ - I � ' �� — — — — — — — — — — ;- , , . , - 1 '-2 � � � , - - 1 1 1 (2)-#5's CONT �� I�`_ #5's x 2'-B @ 16" TRANSV TOP BOT & C LEDGE � � 5s CONT HORIZ @ 16" Q STONE VENEER _ CRAWLSPACE � 1 /2" EXP MAT'L � PER ARCH I~ _ _ _ _ _ — — — — — (5)-#5's CONT LONGIT � 5" CONC SLAB PER PLAN 4 4 � O #5s VERT. @ 16" (6)-#5's LONGIT TOP & BOT �#5 DWLS x I N d � Ca� 16" 6 ' ' 1 v 8217'-3 w Q � #5'S x 5'-6 @ 1 2" T R A N S V. ? N T O S L A B O i (@ 12" TOP & BOT — — — — — � 8216'-10 � � � (2)-#5's CONT. j � — — — — N � � �- � - TOP & BOT — ' :, 7 /2" F�CP. MATL 8216'-10 TOF , - . '-r ; ;' : � TOF ' � o � �'� ` � ��I i 4" CONC. SLAB PER PLAN � � � ' � � � � o ° „ T �- ' ° ° � " - � 8211 '-0 7/8 - _� � .. . � ' � � - � � TOSLAB ^ _ , -. OF 4 T2°4 ' y W PERIMETER DRAIN PER � / ^ � _ � _` V J ��_� .� � 1 > r 2�_�„ � �� 2� ��� � GEOTECHNICALENG_ 1 �_4�� 3 � Q�� � �.p^ `° V 4 � 8�� 4�� � i m � 4" CMU STONE VENEER � t 5's HORIZ @ 16" PERIMETER DRAIN PER � O SUPPORT BELOW GRADE � SCALE 3/4" = 1 -C 5 SCALE: 3/4" = 1 '-0 Z � U S6 S6 1 -4" GEOTECNNICAL ENG 4 4„ #4 DWLS x ° 2 � - - O " N� SEE PIAN S6 SCALE 3/4" = 1 '-0 O #5 DWLS x I � @ qg• CONC SLAB PER PLAR TOW r�i 16" 6 }, 8228'31/2 SLOPE _ � • • I I � TO SLAB � 2x6 STUD BRG WALL -� � L.` (2)-#SS CONT TO F D — _ �TOP & BOT STONE VENEER --� PERIMETER DRAIN PER °J �� _- � - � PER ARCH, IN CONT TRTDS 6 f� z L� > GEOTECHNICALENG � ,t � 822�' � 1�2 - -' ( 1 )-#4CONI — � f 8215'-11 1/4 T�W � � � 1 3/4 x 11 7/8 LVL � 16" O G 2 1 /4" MAX LTWT CONC � � r TOF ^ I �," � ° 71 7/8' I-JOISTS PER PLAN 5" CONC SLAB PER PLAN ` V _^^� ` � ' ' � � ' BLKG BiWtv JOIST W/ (2) - T '' }� 8217'-1 1/2 - - 8217'-3 16d DRIVE-PINS TYP li ��- - 4 TO PLYWD � ' TO SLAB / /'� 4. 8� 4" \ � - - - - .: � � � _4 � CONT L 4x4x1/4 W/ 5/B"0x4° 8216'-7 , - _-_ . _ _ _ ' ' _ : EXP ANCH @ 24' O C W/ CONT TOW � , ' TRTD. 2x4 BRG ICPIN DRIVEN CONT L 4x4xi/4 W/ 1/2"0 #4 DWLS x °� 9 SCALE 3/4" = 1 '-0 TO ANGLE �� 16" S6 x 4" EXP ANCH'S ;a? 24" 5� 5 I i @ 48" `� 5� 5 (6'-0 MAX STONE HT ) 2 x 1 2 B L K G P A N E L S B N/N i ; JOISiS @ BRG W/ (2)- 16d DRWE-PINS, 1YP i w``T i!rr,�, , � -m ii7uy� 'L�����.-�t' (2)-2x12CONT TRTD � 4 � 4�� 1/2"H x 10" A B 's @ 48" - : LEDGER W/ (2) -5/B"fd x 8" 2x6 EXTERIOR WALL � W CONT. TRTD 2x6 R #5's @ 12" VERT EXP ANCH's (c� 24" 1/2" EXPANSION MATERIAL #5's @ 12" VERT #5's @ 16" VERT P R 0 J E C T : 0311 -04 #5 DWLS. xI �- #s ow�s x lo D R A W N B Y : TFA � CONC SLAB � p^ � #5's @ 12" HORIZ. �° 12�� �2 #5's @ 12" HORIZ CRAWLSPACE PER PLAN r-2 REVIEWED BY JPL 8228'-6 � �` / SLOPE TO F D (2)-#5's CONi #5 DWLS. x � TOW • �. - #5's x 2'-B @ 16" TRANSV TOP BOT & @ LEDGE #5's x 2'-8 @ 16" TRANSV. I � D A T E : PERMIT 1 .25 .05 — � . (2)-#5'sCONT @16" L � REVISIONS : _ ` - �TOP & BOT. 6 , 14 05 - - (5)-#5's CONT LONGIT. V2" EXP MATL (5)-#5's CONT LONGIT #5's @ 16" HORIZ. =�,_ - . - : � , : ,_ . _ r � 1Q REVISED 03 . . a ,' - - � 5" CONC SLAB PER PLAN ; � � , v2° �P rnnr� � CD 04. 19.05 I J 8217'-3 U CONT TRTD 2x12 W/ ' � 1 3/4 x 11 7/B LVL @ 16" --�v, `� TO SLAB SEE PLAN N r 4" CONC SLAB PEF PLAN 2 ROWS 5/B"0x4" EXP ANCH 's , _I � � (SLOPING) 8216'-10 Ca? 24" O C (STAGGERED) TOF - -- - TOF (2)-#5's CONT ' � SEE PLAN TOP & BOT — BLKG PANELS @ 24" o - � � ° _ - TO SLAB SEE PLAN IN FIRST JOIST SPACE W/ _ _ -- . - . '}�\ . . � -� � rx� 'X .0 .-;. :` � TOF 5 ' 5 ' (5)-Bd NAILS INTO EA. . - . - PERIMETER DRAIN PER � , ! � ' m PANE� ,�P D ETAI LS � PERIMETER DRAIN PER ¢ GEOTECHNICAL ENG 1 '-4 10' 1 '-0' "' v R E F D E 7 A I L 6/S 6 FO R GEOTECHNICAL ENG. 1 '-4" 10" 1 '-C" "' v 4" B" 4" FTG & REINF INFO ;s'-2' 3,_2�� � ._4„ 6 SCALE 3/4" = 1 '-0 6 SCALE 3/4 ' = 1 -0 �, SCALE: 3/4" = 1 ' L7 1 SCALE 3/4" = 1 '-0 ^ S6 S6 S6 S6 � " � J �-�;� ��� 1�,�� • ''�:` '>;��, a �S �pR , . �:: `', o : � � �_, 2x6 EXTERIOR WALL ��� NC . �S W'� .�, i . 2'-0 #3 DWLS x o o :a • p � � � � � 2 1/4" MAX LTWT.£61dE��� (1)-#4CONT LONGIT � � � � d0,•�d'�� f \ ^ c`,',� � 3/4" T&G PLYWD \ � � �j •+�� � � � @ NOSE OF SLAB STEP � � � , 2 `� -U ,� CONT. 11 7/8" LSL RIM �, 8208' 6 1/4 � � � /- � SEE PIAN t/2" EXP. MAT'L TO PLYWD p�� ��!! � ��J i ' —� TO SLAB � 4" CONC SLAB PER PLAN I I � ,�r� 1 /2"0 x 10" A B 's @ 48" O.0 Y � IN CONT TRTD ac6 R � O O f� ' � � N � O M SLOPE _ � k 8207'-4 SEE PLAN " • ` TO SlAB � TOW x � � � (2)-#5's CONT LONGIT. (1 )-3/4"k7 T.B @ 16" @ _ C' l -' _ PLYWD STEP 11 7/B" I-JOIST PEH PLAN �� � 0 � � CONC SLAB PER PLAN 1 3/4 x 11 7/B" LVL BLKG /� (1 )-1 3/4 x 11 7B LVL @ PLWJD STEP 2x STUD BRG WALL I-JOIST BLKG PANELS @ 24" ~�-STONE VENEER O Z � � j 13 SCALE 3/4' = 1 '-0 BlWN. JOIS7S Ca? BRG / IN FIRST JOIST SPACE W/ PEF ARCN 1 3/4 x 11 7/8 LVL @ 16" � / - 2 1/4" MAX LiWT CONC � � I S7 (EA. SIDE OF JOIST JOINI� / 2 1 /4" MAX L'fWT CONC (5) -8a NAILS WTO EA d O = � ��� (SLOPING) �� 3/4 7&G PLYVJD. � PANEL TYP. SEE DETAIL 5/S7 FOR � d �,�� � �������f.�/'��� �� � _ - �z28�_3 � 11 7/8" CANT I�IOISTS PER PLAN REMAINING INFO Q � SLOPWG TO PLYWD � TO PLYWD �; = i ; - - � � , ~ . :� ; � _ -_ _ = 8217'- � 1/2 4 SCALE 3/4 = 1 -0 5/8" ROOF SHEATHING OVER �� j ' 11 7i8" t-JOIST PER PLAN CONT LSL RIM �� � - - � - TO� S7 ���� � 3/16" 2x12 RAFTERS PER PLAN I � ''' � _ BD PFR PLAN �\ _ _ _ .� � 2x STUD BRG WALL � I _ tJ� �= � i, � ., � �- W 10x45 BENT STL BM 8226'-7 3/8 - �I - ' - -- � � BLK � - - - - � -- - - - - - - - - N T FITTED SIDE Rs: 70 STL p° RETURNS 3�� 6„ (5)-o NAINS W 0 EA � 1/2CONTOTRTD Dc6 R C ' AB 's@48' � Q CONNECTION: W FIRST JUIST SPACE W/ � -y fN p - i . � PANEL TYP 2 1 4" MAX LlVJT N 1/2" EXP MAT'L •- - , / CO C t /4x10 1/ac0 -10 1/2 � � � W/ (6)-3/4"0 T B 's I -„� 1 /4" FITTED WEB � (2)- 1 3/4 x 11 7/8 LVL 5" CONC SLAB PER PLAN � 11 7!8" I-JOISTS PER PLAN � � �� S7IFFENERS EA SIDE 3 � � � B � � C - 12 � NAILER R PPEDLTO BM WIDTH 4x0'-51/2 W/ �8)- - 8208'- 7 3,'4 Ur �B TYP (NOT SHOWN) ;.� 8 OF BM NEB � CAPE P1N2xBMTWiD HNx 0'-0 WJ J L 6k4x1/s (4 EA SIDE OF WEB) I 4 TO PLYWD � � _ i � ' & TOW B Z (3)-1 3/4x 17 i/4 L V L W/ B O T T O M C O N T 2 x 1 2 S T R U C T �L' ` -: I i I 1-��� � s ��' r=�' =�i �. BEVELED TO BEAR ON STL BM SU&FASCIA (4) - V2"0 TB 's (NJO EA. -_ _ - _— - _ �. - �- - CRAWLSPACE FLANGE (DC NOT OVERCU� II� � � % SIDE OF BM V�EB) � ' � ' �� � CONT TRTD 2xt2 LEDGER � W � � TS COL PER PLAN ac STUD FURRING WALL�\ � 2x STUD BRG, WALL 11 7/B" I-JOIS7 BLKG� W! (2)-t6d DRIVE PINS @ 24" Z i , � =�e � PANELS @ 24" IN FIRST BRG : 1 ac5 1 Dc BM WIDTH W 2 - -- -: - - - - JOIST SPACE R / / / � � ��I #5's @ 76" VERT 1 /2"0 x 4" LAGS INTO POST ! 2x12 RAFTERS TAILS � � � 1/2"1h x 10" A 8 's @ 48" C7 P�ST PER PLAN ° � �� I IN CONT TRTD. ac6 R 5" 5" Z - i 1 /2" EXP MATL 4" CONC SLAB w � a, , � q:� ' � 12 SCALE: 3/4" = 1 '-0 6„ � �el i 4" CONC. SLAB PER PLAN PER PLAN 8202'-6 S7 8211 '-0 7/B � - -� 821 1 '-0 7/8 TO SLAB f � TOW � � ° TO SLAB J !� � 31 �,_�J 3� � , �� , �;� ''+ S7 SCALE 3/4" = i '�C �� - �` � 1 /2" EXP MAT'L � � (2)-2x12 RIDGE (BEYONDj ,�Q ) (3)- 1 3/4x11 1 /4 LVL BENT HDR. � ry �—#5's CONT HORIZ @ 76" 2' � � LAP SPLICED W/ (4)-3/4"0 T.B.'s _ / � 5/8" ROOF SPEATF'ING OVER #3 DWLS. x � (1 )-#4 CONT. LONGIT q^ p^ #5's @ 16" HORIZ. � CUT TO FIT T1GNT (NO GAPS) � �� �a? 12" @ NOSE OF SLAB STEP ��2 EXP MAT'L �-#5 DWLS. x I4 � � U /�� � �D �BEYOND 12 8208'-7 3/4 � -� 5" CONC SLAB PER PLAN � � °� � 6 6" @ DWLS x � i � � z 0 ' � 8 TOSLAB ' � —(2)-# 8 „- � _ � ; 5's CONT. , e�� „ _ / Q O �a � � StDE R's: 1/4x8 1/2x0'-10 W/ �6j-3/4"(d T.B 's � �� t ° VERIFY DEPTH OF RECESS TOP & BOT < I �E� (ONE R � SIDE OF LVL - FOUR TOTAL) = = =� � FOR ELEVATOR I I � _ � .. \ 8207'-7 a/4 T': . _ W � � �� �� Q o -,., / TO SLAB ;:� , � (2}-#5's CONT ^ � (VERIFY) � ' gpp� _p �q � ' TOP & BOT �� -. �+ .-� t � �r� � � TOF � SEE PLAN � � O = .. � � � � � � 3' � l � 9J � _ 1 _n.� f O .- :., - � _ _ � . . T F ... • - 1 . , � . _ � I _ .��... .� - - -='� - - , m � . - - -- - - . . . - ._ - . �. T - t : , � � / _ � fn � � I f = I ,� —�- 1 � � � � - - . :-r �_ - - ( � V / r � � � � � � . . . . �_,. : .- i �-' '� c� � � i � _ - � ii '� �I 'i �, �n,p � �N , � 1k' �, �'I �� j � � � � � � � � - - - „ 8, „ ^ � � 5" � (2)-#SS CONT LONGIT I ? 6' 10" 8° W /� i I - - - - i � — � �r - - i �� �� � � - � - 1 '-4" FOR ELEVATOR � 4� � � 2'-0" V / � � (3)-1 3/4x11 1!4 LVL� � � 2x12 RAFfERS PER PLAN 3 SCALE: 3(4" = 1 '-0 O � CONNECTION 6 SCALE 3/4" = t '-0 � S7 FITTED SIDE e's : 1 /4x10 1/�0'-10 V2 S7 � ������ �� �� �� �"� ��� �� Z � U W/ (6)-3/4"0 T. B.'s � �/ W 10x45 BENT STL BM - BLOCK OUT FOR O w SEE PLAN _- - - _-- COL PLACEMENT 1S COL PER PLAN O 7 7 SCALE 3/4" = t '-C TOW � � _ ' - BASE R' S/8" x 10" x 0'-10" W/ � � S7 2x6 EXiERIOR WALL 4/2" EXP MATERIAL� {4j-1 /2" 0 x B" EXP ANCH � __ __-_ _ __ _- _ - 4' CONC SLAB 1 " SHIM & NON-SHRINK GROUT Q _ 2 1/4" MAX LNVT. CONC. SEE PLAN 7 r+ �,�'_,"rr,� , ._ r-r. / .--n . -. -"- . _--,-"`--.,�.-. . . . . . . , _ _ _ - - T� S�B ` � � ' ?i�-y�?.�"�70. � gr �`�' � =,i 3/4" T&GPtYVVD � y � DRNEWAY SURFACE �.� STONE VENE�H _ — CONI 11 7/8' LSL RIM _ _ _ _ ' ' BY OTHERS (EARTH @ SIMJ PER ARCM J~ 8208'-6 1!4 _�_ _ "> ' ; - ' - _ TO PLWJD — -- — � I - N ' u u = �� � , . , � CONNECTION: �\ � _ �-_`.� C F�'� b•��y�'� � N I . ° w � y � (2)-2x12 RIDGE (BE�OND) �� � �'' � ` •° ' z` � � 0 �1 .s •y,�b ,• o� C S/8" qOOF SHEATHING. TVP � t' • ''' . ''" � � �� ' 4 � � - 2 _ . ` r� ' . �� !i�� �, V' O O f� � � CNO � M ;� N �— I� M �" W 10x15 RIDGE BM. PACKED OUT � � � JOL O4xt 4x0O5 V2 W/ (4)- SOLID BOTH SIDES W1 (2)-1/2"0 � O � � �� � '� � '�o T.B 's Ca� 24" � 3/4"0 T B.'s (2 EA SIDE OF WEB) m V O O ��� ,f ' � � W 10x17 BENT STL HEADER Q Z � � � " i�� � d � � � ��/% i' _ Q a. � 12 �� . ,u��" � �TVP � - '�� _ 8 � ; � �� � � ��� .ar .: � � . � 12 2%�� � W 1 &22 BENT STL BM � �� 8 �� �%' � � �5/B" ROOF SHEATHING. TYP. a � � � �7�12 RAFTERS PER PLAN C 1/4" FITTED WEB STIFFENERS ,/ � O EA SIDE OF BM WEB �'� W tOxt7 BENT SiL HEADER ,_ ;<; w � CAP f�: 1/DcBM WIDTH x 0'-B W/ i " W 10�f15 RIDGE BM PACKED OUT �K CONNECTION: W 10x15 RIDGE BM. PACKED OUT � (2)-1 /2"0T.8 's � � SOLID BOTH SIDES W/ (2)-1 /2"0 SOLID BOTH SIDES W/ (2)-1/2"0 ��� ���� � � r a.�s @ 2a„ ans� T B.�s @ 2n,� � � (�)-�i2 c — _ - - :� , 2xt2 LOOKOUTS @ 24" � � ' 2x6 CRIPPLE WALL �J CONNECTION: � " - -� r � �` Z � � � J L 4x4x1 /4x0'-5 1/2 W/ (4)- '� � � V - 3/4°0TB `s (2EASIDEOFWEB) � , � � � � � ', � ��� 2' �,j !� , — - � - - - - - -- - -- _ _ p � I'� i I . � ��)-2x12 � W i i i i � ��. , ��_ _ _ _ _ _ i V V BRG f�: 1 /2x4 1 /2x0'-51/2 W/ (2)4/2" \ W � a , � i ' I I 3/16" 2 � RETURNS p x 4" L/1GS INTO POS7 Z �FTERS PER PLAN ��� - TS C P PER PLAN i POST PER PLAN I W Bx15 CANT. MEMBER � U I I BRG R: 1/2 x BM WIDTH x 0'-8 W/ ''"a ! W �CONNECTION- � -- . . . ;2) -1 /2"fd T B 's (ONE EA - - --- . . .- - - - - -- - - - � L 4x4x1 /4x0'-5 1 /2 W/ (4)- . � 3/4"H T 8 's ;2 EA SIDE OF WEB) SIDE OF BM WEB) 1 /4' FlT�ED WEB STIFFENERS ' � ° EA SIDE OF BM WEB � - - �� - = CAP I'�: 1/DcBM WIDTH x 0'-8 W/ i �TVP (2)-1/2°H TB 's (ONE EA I I ' W 12x19 12 SIDE OF BM WEB) � I 8 � 3 SCALE 3/4" = 1 '-C I 5/8" ROOF SHEATHING , TYP --��. SB � TS COL PEF PLAN I�I I 2x12 RAFTERS PER PLAN ��� � I i I II U 0 6 SCALE 3/4" = 1 '-0 � �YER 5/8" PLYWD BUILD-UP STONE & MORTAR OVER W P � � O SB 11 1/4" LVL's PER PLAN i ��, MEMBRANE PER ARCH L 6x6x5/16 x 0'-8 1/2 W/ W CANT TO RIM � (12)-3/4"fd T.B 's (6 EA LEG) Q O � 11� . � POST PER PLAN 2 1 /4" MAX. LlWT CONC. -., I 3/4 T&G PLYWD. � 1;' '�- �- - --. - _. .- � _ _ 8219' 7 3/4 � _ _ ''� - � -- - -- - - -- - - - - � ' 8219'- 71/8 � � �- � �� STONE VENEER PER ARCF+ TT 0 PLWJ�. � �� � = - ''� � _ � TO PLYWD � l � O�I LVL BLKG. PANELS BTWN JOISTS �% STONE & MORTAR OVER W.P. POST PER PLAN (BEYOND) II II °b � - W / � BRG . TYP. ADD MULTIPLE BLKG. IN � � � v 1 � � ` � i � � i �I I� 2 1/4" MAX. LTVJT CONC - - - -- I MEMBRANE PERARCH. � il i JOIST SPACE BELOW POST BRG 2x6 EXTERIOR WALL � 3 LAYERS 1/2" PLYN/D BUILT-UP � _- 1 3/4 x 5 1 /2 LVL @ 16" CANT 3!4" T&G PLYWD � (2)-7 3/4 x 11 1 /4 L`�L � I I I ■ . . O - JOISTS SISTERED TO 2x12 JOISTS � 2x12 BLKG PANELS � �' Q (2)-1 3/a x 11 1/4 ORIENT3PLYWDAGRAIN HOROIST i � i � W� �O ROWS 12tl NAILS (a� 12" r� il I � 2x6 EXTERIOR WALL LV�� l ) ) ' � 3/4 T&G PLYWD Sx8 SLOPING POST RIM BM � � - -- — -� - - -e. _ - � - -- -- - - - . - � - - BRG W/ �3�FO� �DBLB S - - }, 8219 7 1/B i � 8219' 7 3/4 I' - - - - °- - - - - _: _ I -- � _ -- ° - - � - - - - ,,; , .. '`= TO-� � �� 0 � TO PLYWD .-� - - - ___ _ � i � i r �, � � i 8218'-11 3/8 " - �TVP ' ' i L�TYP � � TO STL 3/16� 2° @ 12" , � , I ' z � ' - - - - -- � =� � r_ � i � . � � � � 11 1/4" WL's PER PLAN � / - � \ STL BM PER PLAN W/ ac � � 11 7/8" I-JOIST PER PLAN 2x6 EXTERIOR WALL_ / NAILER RIPPED TO BM WIDTH � CONT 2x12 LEDGER W/ (5)-12d �- (3)-1 3/4 x 11 7/8 LVL _� � � DRIVE PINNED TO FLANGE @ 16" CONT L 4x4x1/4 W/ &4 NAILER NAILS @ 16" & TWO ROWS 5/8"0 2 1/4" MAX LlV✓T CONC � DRNE PINNED TO STL C 16" T B-'s @ 32" (STAGGERED) � CAP R 1 /2nBM WIDTH x 0'-8 W/ � I I � TS COL PER PLAN 3/4" T&G PLWVD 5 � _ � (2)-t/2"0 T 8 's (ONE EA I I _ !- STONE VENEER PER ARCH 8208'-6 1/4 _ �. f - - - � � n SIDE OF BM WEB) TO PLYWD. I I � KNIFE I'�: 1/4 x 6 x 1 '-0 W/ (3)-3/4"k7 T 8.'s v � ( ' , I II SCALE 3/4" = 1 '-C � BF:G R: tx8 x 0'-8 W/ (2)-3/4"0 x fi" EXP ANCH SB CONT LSL RIM � � - � -__ BD. PER PLAN j p / �° - - �� _ I B 8207'-4 � (2)-2x12 RIDGE (BEYOND) �e • il � i TOW ry 11 7/8" I-JOIST PER PLAN �� �- - I � CONC PIER (3)-1 3/4x1 1 1 /4 LVI RENT HDR � 1/2"0 x 10" A.B.'s @ 48" O.0 � ' �� � �� LAP SPLICED W/ (4)-3/4"(d T B.'s� 5/8" R O O F S H E A T H I N G O V E R CUT TO FIT TIGHT (�!O GAPS) �"' � �• � IN CONT TRTD &6 R � � �� S E E 5/S 7 F O R R E M A I N I N G W F O axi2 RnFrERS PER a�nN P R 0 J E C T : 031 1 -04 �"'� �D BEYOND � � SCALE : 3/4" = 1 '-0 � S8 DRAWN BY TFA � II `'�::� � � REVIEWED BY : JPL � s — sioE Q's: 1/4x8 1/2x0'-70 W/ (6)-3/4"0 T B 's D A T E : PERMIT 1 .25A5 = I (ONE R EA SIDE OF LVL - FOUR 707AL) i / ' 1 LAYER 5/8" PLYWD. BUILD-UP � STONE & MORTAR OVER W.P R E V I S I O N S : � 2 1/4" MAX LNVT. CONC. 11 1/4" LVL'S PER PLAN I MEMBRANE PER ARCH. � Q REVISED 03 . 14 .05 o � - � � � � � - - - � -� 3/4" T&G PLYWD � CANT. TO RIM ' = i y -- ;, P�vwD � CD 04 . 19.05 �a I - , i , � � � � i r 8219'-73/4 - - 3/4" T&G , � - �i . r _ - _ _ � .j . � _ _ _ _ - u� - - a� PACK-0UT RI KG PA�EIS ` - -- "- - - " 82� 9'-� ��8 _ � �' j,� TO PLYWD_ -�� � - - - - _ ' " � � TO BENT BM WIDTH !a� - � � ` -� ''� � i � BM BRG (EA END) 8219'-51/2 i TO PLYWD o '� � r - -- r r i_ � To sT�. � 4I �rvP. �TVP M ii �nP �I � � CONT. 2x12 RIM W/ 2x72 - - :li� '''�� - " i ''i BLKG PANELS BNVN _ �- RAFTERS @ BRG � � �/8" I-JOIST PER PLAN 2x12 BLKG. PANELS (Z) 1 3/4 x 11 1/4 D ETA I LS 6x14 DF#1 (DROPPFD) LVL RIM BM. STL BM PER PLAN W/ Dc 2x6 EXTERIOR WALL NAILER RIPPED TO BM WIDTH PACK-OUT BLKG PANELS CONT 2x12 RIM W/ 2x12 6x14 DF#1 (�ROPPED) pRNF PINNED TO FLANGE @ 76" � TO 6ENT BM WIDTH @ BLKG PANELS BTWN �- BM BRG ,EA END) RAFTERS @. BRG 4 SCALE : 3/4" _ � '-C 1 SCALE 3/4" = 1 -0 � Q S6 SB ( l �./ \ �gEO d' 7y�. o � / . � '�C" 'k CO ?Jy, '� " / f 4 �� � .. � • : � O o .d � /i�������� � � � o : ' � � � �� " � STONE VENEER PER ARCH dp��.;�d'�.^ �� Q _ O� � 2x6 STUDS @ 12" O C. � � � � 2x6 STUDS x 1 '-0 @ 12" 0 C. I�� 2x12 BLKG PANELS @ 24" I�1'i NAILED TO STUD WALL W/ IN FIRST RAFTER SPACE i i TWO ROWS OF (5)-12d NAILS _; � (ALTERNATE SIDES) � � O M RAFTERS PER PLAN N � f� M 2x12 BLKG PANEL x Op � � � � FIDGE PER PLAN I�"� - �,Tr �,� � ...� ,__ __ _ CONT. L 8x4x1/2 ALONG � O � � x , � II , � 5/S" ROOF SHEATHING ,� I I + i , W/ (2)5/B"OJxS" LAGS+@ TER m Z � � � � N �III � � � � 16" (EA STUD) a. � 9 I p — TS 8x2x3/16 BENT STL HDR - � � � ' = 8M PER PLAN (SLOPING) Q a � SANDWICHED W/ (1 )-2x12 EA SIDE � � \ W/ 7/2"HTB 'sC � 6�� �. � � 2 STONE VENEER SUPORT AT CHIMNEYS ABOVE ROOF SCALE : 3/4" = 1 '-0 � p � 8 2x BLKG PANELS BNvN S9 ��y„ � RAFTERS @ BRG. � ��, 2" 1 " RETURNS I� -- � 3/16" ! - �STONE VENEER PER ARCH ; � � 2x6 EXTERIOR WALL � , _ � �'�_ � � . .� • • J L 4x4x1/4x0'-4W/ ;2)-1/2"0 � �- -- � ' .� _ - _ . � 2 1/4" MAX LTWT CONC � x 4" LAGS ( 1 EA SIDE OF TS) � CONT L 4x4x1 /4 @ 8'-0 MAX VERT. � 3/4" T&G PLYWO - • •� • • SPACING W/ 1/2"0 x 4" EXP ANCH'S C 8x14 TOP CHORD OF BRACE � \, `_' � - � W FULLY GROUTED CELLS �a7 16" � r� � � CONT_ 11 7/8" LSL RIM - � � - " U` � � � � � � �� I - �� 5/8" ROOF SHEATHING 1 = -I� �.� 8208'-6 1/4 TO PLYWD. - '` W 10x75 RIDGE BM. PACKED OUT z SOLID BOUTH SIDES W� (2)-1/2"0 - 5 SCALE 3/4" = t '-0 7 8.'s @ 24" � S9 - - � � _ 2xt2 RAFTERS PER PLAN W I 8207'-4 7 2" CLR W f � � TOW - - - - �� RIDGE PER PLAN 11 7/8" I-JOIST PER PLAN � � =—' �� � I 1 l � � � o - Z . o � O „ 5/8" ROOF SHEATHING 1 /2"0 x 10' A. B.'s (a� 48" O C. OnP ' � � � 4„ � � � � ' ONP� � t� � � I � I o � IN CONT TRTD 2x6 R Z i , i , , - i ii � � � TS Bx2x3/16 BENT STL HDR. 1 /2" EXP. MAT'L � � � SANDWICHED W/ (1 )-2x12 EA. SIDE �—ST�NE VENEER - � ; � .' , - - - BRG- R: 112x4r0'-B W/ (2)-#4's x 0'-8" (GRADE � � � V � W/ 1/2"07 8, 's � 16" 4„ CONC SLAB PER PLAN � = PER ARCH `� \ �� 40) ON 1 " SHIM & NON-SHRINK GROUT �. � 82�2'-8 -- • • . • • - _ --. TWO FULLY GROUTED CELLS @ BM o � o v 12 TO SLAB - _ - BRG. LOCATIONS W/ (2)-#5's VERT �'4" � � 8 "� -� - - \ (ONE EA CELL), TYP � ❑ 0 4" CMU STONE VENEER SUPPORT BEI OW GRADE ��' ., � i � RIDGE PER PLAN � #5's VERT. @ 16" #5'S Ca? 16" HORIZ - \� � - _== i / "L i i i � �-Ti � . � ��/i �� �\ � V #SDWLS x I � -- • .' • • . � , Q @ 16" L _ - - _ _ s�� � » , � -- TS 8x2x3/16 BENT STL HDR � ��P o � � a SPACING W/ 1/2"0 x 4oEXPxANCH S ��II � O I SANDWICHED W/ (1 )-2x12 EA. SIDE , � � { 2 2 (2)-#5's CONT IN FULLY GROUTED CELLS @ 16" W � W/ 7/2"0 T 8. 's (� 16" --" - � _ . ' � TOP & BOT '�' O RAFTERS PER PLAN BRG . R� 1 /4x 4 x 0'-5 1/2 W/ � � 8198'-0 Q (2)-1 /2"0 x 6" LAGS WTO WD BM �_ -- �- ` � �. � � TOF -_- ' � � - - -' Q (WD . SHIM P.S REQ'D ) � � � - - - � < � i � � � � � /� � WD BM PER PLAN £ z EXTEND #5 VERT REINF @ 16" 2'_0 r / / - � MIN ABOVE TOP OF SLAB `� �� � POST PER PLAN 8" PERIMETER DRAIN PER � � � O ' � B 8 GEOTFCHNICAL ENG. � � 2 � 5" CONC. SLAB @ INSERT HEIGHT � � #4's @ 12° EA WAY IN SLAB � J 4 SCALE 3/4 = 1 '-0 3 SCALE: 3/4" = 1 '-0 #4 DWLS x 2 -0 � #4 DWLS x 2 � ¢ � W O 59 S9 @ � 6" � � -.-. - - N = - � �� � @16" � � c� � � � / B" x 16" NOM CONT. BOND BM. W/ � �. 'o�:c��,Eanacn : can•h, ans: cn � . oz�oe :c /� `�:��I . I y�"p •.•�• er�'�."-e ,e — — — r�, a. �_ 21A4HMAXrL7WT. CONC FLOOR �- - , " � O O -. � � s , � � �- raw - en i ,i. x. \ CONT L 4x4x1 /4 � 8'-0 MAX. � � ursn.Aeeo ca o � rv�onF. � �' sr== Q — -*c i rmnni i ne mis wN - �V � VERT- SPACING W/ 1/2"(IJ X 4" � � _ IJM1 SR`f. ':�'� X / .` � FE MN� F1CCL �\iF':L �p.y - gpi5.. 45 r� Ty (� � _ { i'1 P _:° 1 4I].•'�FSpiAYINWS°A '�Y E0.HtiA. IO. . P.tIF )N — SIcG J�4�� ICYV PL��. j EXP ANCH'S IN FULLY w � TOW = 8232'-6 `�'2'- �' � ��^c � F^/e �v. - en.- ��n - .nea 1QN 4" ' '' i-w ro:res� _ . . . •� � GROUTED CELLS (� 16" � S1E� i0° _ 91�9.•] I.^.' - 4�L .n ip. - pi ^..� •. - �` ' iCM &e`E ICM - B3�t TOF — 8226'-0 � ? = ` — — — — � a��,.. '° — } F ��— — — — � �--" : �.E - . 9>.s.._ ;' 8219'-7 3/4 - --- " - - -- - - ' ia� s.�v n —, � TO PLYWD '�. . .� L'��-r� i i i- v.ti u ca� z � � 1' s ca ��n io-x m, � �p - i: � rF' llG1.ON4^I� — � - ' BR . Y � � � (� � �MA4VN9O=511EWRISW� �. � I :: 9}'41C � � � �CM' 9p24] J'1 Q � � �� � "'�� � � IAN�'SA!4 'A1: �E= 54FCI ' Y. :F. C .-, BJ+F� �� � � 1 SB �(IaNA . -�FiC.MSM'�". 5 Y' Sr l'�?' �" • • { l " ` � o�a^s icw - er,s.i� s � taN - aes ,o -�- 1 V �I , / , � _ 1_ I � � \ V � - 9J�9q0 $ }' � � ISpWltii � [CF — @ :. i � 0 =rvo c� wui �� GI . '1Y5 L e.� _ ' - �: ,,w . . 11 7/8" I -JOIST PER PLAN � TJI BLKG PANELS @ 24" IN I , � _ _ �� FIRST JOIST SPACE � srr e.c :- .c� J =- -a 9�° - - - - - (2)-1 3/4 x 11 7/8 LVL 8" CMU RUNNING BOND W/ #5's VEFT @ 16" IN FULLY GROUTED CELLS 8 CONT FULLY \ GROUTED BOND BM's W/ (2)-#5's CONT. TOW = 8232'-9 � S�P TOF = 6222'-0 TOW = 8 0'-2 TOW = 8231 '-9 � FTG �(�pFTp � � . � 6tOh COU SE) 0 MAX VERT SPACING (EVERY � TOF = 8222'-0 TOF = 8222'-0 STEP � � TYP � 3 � � � O ' �- TOW = 8233'-9 � :` • • W TOW = 8232'-6 TYPICAL SITE WALL & \ S � ' #5 DWLS x • p TOF - 8226'-0 TOF = 8226'-0 � I _1 ' � � � FOOTING DIMFNSIONS � � �@ 16 0 � � N ° �e PROJECT : 0311 -04 L � � � p � TONJ = 8232'-6 FTG S7 - VERIFY LOCATION AND �STONE VENEER PER ARCH D R A W N B Y : TFA � � � _ / TOF = 8226'-0 DIMENSIONS OF SITE WALLS W/ STEP � � � � � � SirE P�a,N REF SHEET ss FoR � ` \ _ REVIEWED BY : JPL 4" CMU STONE VENEER g � _ WALL HEIGHTS AND DEfAILS/ �j suPPOaT sE�ow sv+e D A T E : PERMIT 1 .25.05 o _ � � � � TOW = 82359 , REVISIONS : "' � � � � � �ON/ = 8232'-6 TOF = 8229'-0 � � � _- � � � 5" CONC. SLAB PER PLAN Q REVISED 03 . 14. 05 � � � � — � � / TOF = 8226'-0 � �� j i / � . . � � � i "� '�� \ a2oa a a�a C D 04. 19.05 � � `� ' ' � To stAe � � o � n S ITE WALL P LAN SCALE : 1 /8�� _ , -o � � � =_ � .:, _ _ ` -� �- � �� -,� r� �- - � �1��� � � N - � � � �J PLAN NOTES. \` 1 I N - � REINF PER SCHED. SHEET S2 �\ /� 1 CONCNF_ 1 E WALLS ARE 10" THICK UNLESS NOTFp OTNERWISE �� / I � m U � . . . - � A � S ITE WALLS CX � � 2 CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIRED TO FIND ADEQUATE SOIL BEARING TOW = 8237'� J 3 DO NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS WITH LANDSCAPE/SITF PLAN TOF = 8229'-0 4. VFHIFY ALL TOP OF WALL AND TOP OF FOOTING ELEVATIONS AND CONTACT ENGWEER IF ANY 1 '-4" 2'-4" 1 '-4" DETAI LS OF THESE FLFVATIONS DIFFFR FROM THOSF SHOWN NERE 5'-0" ' ` � ��� h ' ��� ��� ^ � 1 SCALE: 3/4° = 1 '-0 C \ ■ � �� v ' �� ��� �f� s9 v �.� �� rdi� T r �, 1 ' DAIC �:If SURVE v r;� p£{ : nS �r � SURVE_ rpR NAS MaDE MU INVkSf1GAf1UN �R INDEPENGENT SEARCH FUR ( nSEMENTS ❑F RECCJRD ([7THER THaN PLaTTFD) . EN[UMBRANCES , , RCSTRICTIVE COVENANTS , ❑WNERSHIP TITLE EVIDENCE . OR ANY OTHER fACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCL�SE . 3> NOTICE � ACC�RDING 7 ❑ COLORAD� LAW YOU MUST C�MMENCE ANY LEGAL I LOT 2 4 A�T10N BASED UPON ANY DEFECT IN THIS SURVEV WiTH1N 1HREE YEARS AFTER Y�U F1RST D1SC�VER SUCH DEFECT . IN NO EVENT , MAY ANY ACTI�N BASED UP�N ANY DEFECT IN TH1S SURVEY BE C�MMENCED M�RE THAN TEN YEARS fROM THE DATE OF THE CERTIFICATIDN SHOWN LOT 23 FND PIN & AWM CAP HEREON. LS� 16827 a) BASIS 0� Et. EVATIpN� SEWER MANHOLE SA9- 3, INV=8230. 72 <SEE DRAWING�. �EWER �AH ! 5) BASIS Of PROPERTY IINE LOCAT [ON� NE COR LOT 22 AND 10' WITNESS C�RNER TFLE RISER TO NW C[lR LOT 22. 45•W } 50 .30 - � � -I ' 6 ? BEARINGS AND DISTANCES ALONG PROPERTY LiNES SH�WN HEREON ARE . „ 5 $1� - - - - - - - _ _ � _ - ' � AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY T ❑ DETERMINE THE TRUE DIMENSIONS OF THE L �T AND SETBACKS , WHiCH MAY VARY V" ROM THE PLATTE � ➢1MENSIONS. "� n � UTILITV AND 1 7 � POSTE➢ ADDRESS 245 F�REST RpAD. _� � iF. W rL � MH � � - � - T J I DRAINAGE EASEMENT 11 8? ELEVATION`i 1 ❑ Tf1P ❑F � OUNDATION WAU . � 1 FQUNU PIN & ALUM CAf' 8207 . 4 ` �5�26598 � 0' WC � LOT 22 � � a �e nrHFs , • ' �. , , a�o ;� a 1 1 1 z � o LOT 25 8208 3 � .> 1 J fl�10.6 � � f (L � � 1 1 � � wAL�. BURIED __;�- � a; ' °' 1 � N 1N THIS AREA ' � � , 1 � W �APPRO% LOCA71pM � � � 8220.6 � LOT 21 � , , ✓ � p. FOUNDATION ONLY OUTI_iNE 82���,., + � 9210.6 " � � 8216 U � � B�?1 . �� � A I a+ , n � „ . a 1 / � , 1 :. RF'an a � 1 . , � � � 8231.3 � _ � fl2?B, 4 HIGN WALL � RE f WAI .I. x 1 � ELEC A�ETER � IMPROVEMENT LOCAiION CERTIFICATF FFI WAIJ_ �RANSFORMER ��'� � �iFlf RISER I hereby certify that this Improvement Location Certilic:ote wos prepared i � = for EVANS CHAFFEE CONSTRUCTION _ . ` _ -� I � pp lhat it is not o iand survey plat or improvemeM survey plat , ond thai Il Is TRASH �� - � �N� � 1 � 5'5, �P� not to be �elied upon for the establishment of fence, buildinq or other luture - SHED � �'ARKINC, I 5�'W _ — � . AREA S 76 �B� N �mprovement lines. yI RISER I further certity ihat the improvements on the above described parcel on CABLE TV ELEC METER �` f — SEWER MH 8A9 - 3 this date, 6/08/05 , except utility connections, ore e�tirely wilhin the fOUND PIN & RISER BoX _ , — 0 Q, BASIS QF EIEV � �=02•23� boundories oi the porcel , except as shown , thot lhere are no encroochments BROKEN RED � � � WATER � iNV= 8230J2 R=667.10' upon the described premises by improvements on any odjoining premises, PLASTIC CAP � � rC�NC PAN �'�� � L =28.58� except as indicated, ond thai lhere is no apporenl evidence or sign af onV LSk ILLEGIBLE � � � � � � SEWER MH easement crossinq or burdeniny any part of soid porcel, except os noted . / I.- DGE ASPHALT � ROA� �5� R � w � coio od'-��--�'-._ -- � SEWER MH F �RES� � Da t e: _�3 o�s� � � " � - ' IMPR ❑ VEMENT LOCATI ❑ N CERTIFICATE v, � R � � L � T 22 , BL � CK 7 � � �'` s VAIL VILLAGE , FIRST FILING � ��� ��T - — o � . �� T � WN ❑ F VAIL � o ��, 41199 HIGHWAY 6 & 24. EACLf�- VAII. .. .. . fp� �, 'tii '¢�: Po �°X , 13° - EAGLE C � UNTY , C ❑ L ❑ RAD ❑ e � �y fDWARDS. CO. 81632 � (9�0)949- 7406 7331LC.DWG �>,% 18 ;� 0'a K�,i J � I � �e\. `� . . . � - . �. . _Y..:,Y ��' . � . . . . .. ' . . , _ � !^ . . ,1 . i�� ' , . i: , � 1 . , � ' . ,y� . i . _ ' . . • - — � . . . , _ . �' r . .. .i _ . ' . . - . . - _ _ . . . � _ . . � �' , . • _ . . ' - - . . '� Q �.�tii: i ' . � i � ' �'� �z» � ��. �. . ' . ' . - � . . . . - . . , 1 1 �i.�o�" `. Y�l' y. :��Y � �� NOTES ll DATE OF SURVEY� 6/08/OS DATk. �F UPDATE � 10/20/OS 2) SURVEY�R HAS MADE NO INVESTIGA � ION (IR INDEPENDEN � SEARCN FpR EASFMENTS OF RECORD COTHER THAN PLATTED>, ENCUMBRANCES, RESTRICiNE C�VENANTS, OWNERSHIP TITLE EVIDENCE , OR ANY ❑THER �AC1S 1� HAT AN ACCURATE AND CURRENT T1TLE SEARCH MAY DISCLOSE. 3> Nl7T ]CE � ACC�RDING TO COL�RADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPCIN ANY DEFECT iN THiS SURVFY VITHiN THREE YEARS LOT 24 AFTER YOU FIRSI OISCl7VER SUCH DEFECT . IN NO EVEN � , MAY ANY ACi1�N BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN iEN YEARS FROM THE DATE �F THE CERT [FICATION SHOWN LOT 23 I PREV FND PIN ec ALUM CAP HF_REON. ISK16827 4 ) BASIS �F E�EVATION� SEWER MANHOLE BA9-3, INV=8230.72 (SEE DRAViNG). SEWEF MH � 5> BASIS UF PROPERTY LINE L�CATION� NE C�R LOT 22 AND 10' WITNESS COR�R TELE RISER TO NW COR LOT 22. 45�W � � �30, J � 6) BFARINGS AN➢ DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE , 5 B�� _ _ - - - � AS SH�WN ON THE SUB➢IVISION PLAT �NLY. A BOUNDARY SURVEY W�ULD _ - - - BE NECESSARY i0 DETERMINE THE TRUE DIMENS IDNS OF THE LOT AND � � � — � � � _ _ --� SETBACKS, WHICH MAY VARY FROM THE PLATTED DiMENS10NS. — '- :' .sU' UTILITY AND 1 U POSTED AODRESS ?45 F�ORES � RL7AD. � � S E MH _ - - '- + 1 I DRAINAGE EASEMENT �1 8) R��F ELEVAiIDNS T❑ TOP �F C�LD RO�� (0.4 AHOVE PLYV�OD). hOUND PIN & AWM CAP 1 t Sp?6598 10' WC LOT 22 � � 1` 0 478 ACRE S - ' - � 1 �`\ �I` �. �'-� �E P�._. . ELEVATION � - 1 A 8247.9 B B247.9 '� ,� . - � C � ~'� _ 11 Z � 824H 6 � � '� � ' � � � � LOT 25 E eza3� ; �� \ � � DECK � � F A238. 7 ,-� � , . G 8235.2 1+ '�:�� \ � 1 � �i 8248. 6 � � � 1 � L i [�za � 9 `1� �' ' \ � � 1 � K 82352 � ' _ \ � 1` n / .', o, / ' 11 � N 82479 tn � n ; ,: � � .r � `O� o azazy � �1� � �� � r� �� . � f� R7 �i1 .9 LOT 21 w , , ', � `, � . - � � o , , , , , . ` - �` ` ;: 1 Oi `, ' - _ " ,` �1 , ., , ; ` � , _ `v `�I � ` � ' � ` 1 1 (p � . i' 1� _ _ � 1 A � f ' � p ` o � l � 1 , 1 � II ' 1 A `1 `� `� ' 1 � � , � t L, ��' I , ,, , � �. �� _ , � � `�'' ' 1 kET wn�.� � E1FC � � � � IMPhi7'JIMEN-I � OCAII��N CENiIFiCA �E CLEC MFTFR Itl- 1 WALI . TRANSFONMFR � � TEIF RISER I hereby certity that this Improvement Location Certificnte was prepared � --" fw tVANS CHAFFEE CONSTRUCTION _ _ _ _ _ , � �. CONC -- '� I �,rJ� ppo that it is not a land survey plat or improvement survey pl�t , and thot it is TRASH (;`��J ��K�N�." � O.w 1 � 5 �/� no± to be relied upon for the establishment of fence, building or other tuture SHED �--�/„_ / �FA � S '� �5 _ .. - � AC B� N improvement lines. % % �� RISER v I further certify that the improvements on the obove described parcel on CABLE iV EIf �.0 MFTTR __ - � - - ' SEWER MH BA9 - 3 this date, 10/20/OS , except utility connections, are entirely within the F�UND P1N & RISER BC]X _ _ � 0 0 BASIS OF E�EV � Q=02'23' boundaries of the parcel, except as shown, that there are no encroochments HROKFN RED _ �� \ WAiER � INV=8230J2 R=687.10' upon the described premises by improvements on any adjoining premises, PLASTIC LAP � - - � CONC PAN ��� � exce t as indicated, and that there is no arent evidence or si n oi an LSri ILLEGIBLE � � � L=28,58 P �P 9 y i � _ � SEWER MH easemenl crossing or burdening any part of said parcel , except as noted. � EDGE ASPHALT , RoAD C50, R .p .W •� �oQ�d.����! �' �- -•_ � SEwEU MH FORES� Dote: ._ �� yYlo�- f \ � � ' . RooF � " y, ' IMPROVEMENT L � CATIDN CERTI � ICATE F���,�,.6tiS 5��,�,�, ,^ �l� LOT 2z , BL ❑ CK 7 �So„� ;,,��,,,,de s�r -� � VAIL VILLAGE , FIRST FILING n�F ��'-s � e ��� _ _ - � - �� ,t _ �= n � �� u � , u �, o T � WN ❑ F �/ AIL — � 41199 HICHWAY 6 d� 2Q � �CI t � VAIL � - � PQ aox , z3o , EAGLE C ❑ UNTY , COL � RAD ❑ ,' FDWARDS, C0. 81632 � � � UPDAIE� 10/21 /05 KfJ ✓� ( 970)949 - 1406 7331LC .DWG 6/28/OS KPJ JOB No. 733 � �