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Home My WebLink AboutVail Village Filing 1 Block 5E Lot K Village Center (7) MAT�WAL l.C60�D issue rsEaor� STONE VENEER PRIGING 5ET 18 OGT 02 . � ADDENDUM NO. I `.��y��, � OI NOV 02 `� �, - " PAINTED STUGGO ''�'-�� ,-- ADDENDUM NO. 3 �.,,._ Y 3 IS NOV 02 DRB SUBMITTAL i g� GONG: PANEL VERTIGAL 2l JAN 03 51DIN6 W/BATTENS �ILDING PERMIT SET 26 MAR 03 133 41 2q � EXISTING SIDING TO REMAIN 34 41 133 . ' . '. .,. ' . .�; . .: . - , - - - GOLOR9 ' :=. . . �..: • : . . .: : . .. ._ . .. .. . . . :. :. �. .. •.. . .. . . :. . . . :. .. _ . . �� . . . :: - < • ' - :... :... ` . _ .. - - . .. . . - .. :. .. < - ; _ , . •:, _ . '._: . _. . . , . . .: : . . .: , - - . .... . . . .. .. . . .� . - _. -. - . . •. . . . ._ _ .. GOLDEN GATE . . . . . .. . ( , . _ ❑ .. ' . - . _ - ` ' ; . . ; _ : . _ . 95 . � TRAVERTINE 4 • ALL BANDING GOLOR "A" U.N.O. . .: _ -..: � neoi � � � � ` ` ` 34 3 34 naoi � 54 44 �� V� � � � � 58 59 . . ,. - ,— - — _. - . , ,. . ... : = , , . , .:_. 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PANEL YERTIGAL 2l JAN 03 5101NG W/BATTENS �ILDING PERMIT SET 26 MAR 03 510 EXISTING SIDING TO REMAIN I I 31 I i ( i 571JGG0 GOLOR9 133 89 41 2q a GOLDEN GATE _ _ . _ ' -- . Ti2AVERTINE 1_ � _ � . . . . $ = _ - . ; . • a� . -, . : :.. : . - . . L BANDING GOLOR A U.N.O. � I I , I " � I I I I I I � � , Q I � � - I j I � I I 4 I i neoi � i i .�eoi 27 32 _ I I � 2 I � U I ^�� I W ? � i � � I f � i i 34 � � � � I I � � , �� ~ . ' - ' � � � .: : . . � :: . , � - : `: ,. :: .: , - . . , ., . . . _ . — _ . . , . , _. ; : , .; , :-. , , .. . . . ,, , . . . _. _ . . ..., , - . : _ ;', . . . . - . ._. . .. , . .. . .. . : . . . . . . . .. : _ � . .. . - -._ . �_ . ,. . - :.. .. _:. . . . - � N , . _ , :, . ,.. , .. , . :. _ , .�� _ ... 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ISSUE REOORD - ;_.`; r � � i i i E,'t_, ri --' I �� . �;_� �� ,. �, N ° T _ � � �I;,� � f i � i � �., .] �..��.f 1 . ,"/��Y% ..�/ Y. --' Y 1� i j i i �=�`I � ` I � r � � ,�_ • � � � f =' /�, ,� � , ,C l� I ADDENDUM NO. I , � � i•� � ,�; �J ; �� -�� ' i`� ; � � �_ , � oi t�ov o2 D i i i i i _, i j j r .�'n ,� 4 li 1��, � i� J �` �,I; - i .,\ �: �� . \ �� \�' � � . i � � J � : 49 108 109 i � , = \� " . • � �y/ � � Y26 ' i P' � /\ 123 108 109 � ADDENDUM NO. 2 � i F �_ , �-, � � r y y 12 NOV 02 � 1 I �� i � k� �{' �� : ��PJ �� . tf i i / ,( i � 1 r� �a �? . :_ _ (��I 1 - i � � /�' / �` /S,\�, \ _, i � i- , _� � � • _ _ _ - _ MIT SET � �- . _ �_ _� �_ --- ��!- i t f .. . n i^?i -- . . -. . .- :`:- � -- ' � — - - ' �� ` � '-' 4 `. � \� - BUILDIN6 PE - -_ -� -•- : r- . ;,. � I --. ..- . . . , . ... . -. . . F__ - t?- In i- 1 . ! i� '� .4_ ^� - --L i r. 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' x �� . .,x; � i � � � ti i i i I10 REMOVE FIRE DEPT. � ` � ; �j 125 13.� 136 108 109 � i � NOTIFIERS AND e ,_ � . � ; � � ��oca,re iN eoi�E A R C H I T E C T S ; � ; FzooM , � � ; ; � a i 102 I12 20 1650 E. Vail Valley Dr. Fallrid�e G1 i i � 12� Val, C081657 wilan��mm i � � � i 104 � hu(970) 476-t901 (97� �76L342 � i i � j f �� 02 - 4 BU I LD I NG B Hf�LLW?�Y - LE�/EL I ENLARC�ED ; ; � 1O3 � '�O 1 SGALE : I /4�� = i �-o �� FLOOR PLf�NS � � � � ; � � , � ' � ' RE: SHPPT 00! FOR .4DDENDUM #2 KEYNOTE GHANGPS � � � --- - -- - � � � I i i �-- - --- - --- - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ __ _ J � �2 NORTH NOTL : 5� 51�T P�OOI POR K�Y�f7 NOTt:S r - -- - - - - -- -- - - - - - - � - . i i i i i � ISSUE REOORD � r - - - - - - - — � i � i � i ADDENDUM NO. 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I �� I� NOV 02 �� b" LOW VOLTA6E DOWNLI6HT _ _ _ _ � A Sui��ir� �r�nir s�r �p}j ADJU5TABLE LOW VOL..TA6E 26 M.4R 03 i i � � i i i i - - B DOWNLI6HT i i i i i i i .' � - � ` . !, � ��/ i i � � i i i i � , u `�\� � • - � EMERGENGY DONPILIGHT ii �� r _ , G � i i � � i � i r -t � � I I � I 1 I 1 t -= = - = !� =¢c = �� II .\ . -- - -- - -- - -- --- - i i � i i i i i n � ° ` � FLUORESGENT - K = = = = - �- r - �' �- -r ' r - 1 - � II �` p _ . i - _ J L _ 1 -1 - 11 1 II \ G r - =� _— __ � _ ; �r— = ' _ - - _ = i i i � i i i i tll 132 " � i i i - i � i � i i i i u i - , ° � � � � �'' n - \ O � � � � � � � � .'� ° i ii •� �� - - - E ROPE LIGHTING � i i � i i ❑ �. 112 i i i i i � i i � i i i i i i � �`, ` i � i i i � i i , u � n � � � i i i i t i ,'a �`�\ ° �� i r i i r i i i ii / �� t = = = == _= r- ------ -- ---- -- -- -- - -- --i � i i i i i I11 i .� . � � i � i i i i i � r , � „ _ i � i � .\ ` u , � i i � � i � � � III _ ii � � i u l`.� i FLUORESGENOMPAGT ; i i � i i � - i �` � i i : i i i i i . G == = = = � i i i � i i � i �. o n , . u �` i ``O,i ' _' ii �\ i , � �_ _� - � i �'A o, i i i � = r=�=�—r - r = r = H �� i G B n �� B i i i i i i i i i i � i i i t = == = = _= r--- -- - - - ---- --- --- --- ---- � _ _= = === i -- - -- -- ----- - --- -- . i u i G ROUND STEP LI6HT t= � _ _= r - -- - - � - - - = == =i i u �� i I 1 1 1 I I I 1 I I 1 � I I 1 1 I I 1 � LE _ _ __ _ _ __ ____ _ ___ _ 1L- __- - _ J � � � � � � � � � � � i � i � � � � � ADA WALL `' .INGE i i i i � i � i i r i � i t2G �' i i � 129 �` � � � i i i 128 � i � i i i � � 12"T � i O �J $ O' i � O �� ` � O �` B O• i 0ti � � i i i i � i i i i i i � i G - � i A A ' �'� � G `F i A A i � �i � i i i � i i i � `. i ' � .' . i �� i . � i � WALL SGONGE i i i � � i i � . . � iE i � 129 n i� �J ` _ _ _ _ ., 1 I i f f 1 1 f �� _ LE _ _ __ -_ _- _� � 'i � � � - � • . - - - -- -- -- -- -- -J _-- _ -_ - --__ - --- 'J � II / G G G G G i� ' „ _ -'� � • °,�EE PIXYURE LIST POR L16HTIN6 C === = - n _ � 132 H / 132 k = _ _= SPGGIFIGATIONS u �` u �`\ � ° _ _ ___ _ _ . i: .. 12l \ 6 �UILI� IN� � W�S�` HALLWAY — L�V�L 2 4 �UILI� IN� � �AS� HALLWAY— ALL LEY�LS i �UILI� IN� A Hf�LLWAY— L�V�L I �O3 SGALE : I/4" = i '-O " A503 SGALE : I/4" = I '-O " "�'SO3 SGALE : I/4" = I '-O" � � � ' , . � - - - - - - - - - - - - - - � i i �� ! 6 G G 6 F === == N i - - - - - -- - - - - - - ii - -- - -- - -- - -- - � � i i i i i i i i i � G G G _ G � = __ _ _ � i i i i t i i i i .'� � ii �_ � ° " — -- _ _ - _ _ ' _ - - _ - � I 1 I I 1 � I I I �� • � II �. J � 1 1 1 I � 1 ! 1 . �� il �� - � i � i i ' i i � i i i i III i � F- i � i i � i i i „-_ i i i i � i i i i � ii �� ii �� ' �� `� ' i i i i i i i i - � III 132 u �� I I 1 1 I I 1 I ' / I� � � I I I I � � 1 I 1 F - - - ' � �� : II r I / 11 � � i f 1 i � 1 i i :-- � t1 � L_ W Q � � I 1 I I I I I ! 11 � LJ i _ 1_ J_ - � � � i i � i i i III r u �\ � - r - �- -�- -r - r 'r - � � V '� � L _1 _ I I I I 1 I 1 I P= =- - = II I I I 1 I I I I � i i i i i � i i � - � t = === = _= r -- - - - -- -- -- -- -- -- -- -- -- - - -- -� _= == = =i t - - == = = r------ ---- ---- ------'� i i i i i i i i H� � i i i i i i i i �� i 129 �' i �� i i � 5 � tG n i i i i i i i i — - 0 � i i i i i i i i i � -- -- i --- - - - - - -- - - -- -- i = _ _ =_ __ � 128 i i i i i i i i � � O � G - I A A ' 1` \\ I O � I �q J � Q N t-- --- r � i � 12l � i B i - ` i . i i i i i i i i i � Q �� : �J � 129 �G B � B O i i i � i i i i i . i i �' i 12S i i i i i i i i 12-f ��\ i 129 � B I 'O� i/ i i i i i i i i `�` ' �E- - - - - -- - - --�- -- - --- --- - � ` ��/ ``\�� LE_ -_ _- -__ _- --I�-- _- -_ __ - -__J � � q � OC i � i i i i i i i � i G � A �P. 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I I � INTEi� IOR II � 113 136 113 117 113 ELEV,4TION5 D Izo RE: SHEET DOI FOR ADDENDUM �2 KEYNOT� GHAN6E5 � � � � i BU I LD I NG B HALLWAY- LEVEL I NOT� : 5LE SH�T �001 FOR �C�YL17 NOTES �'O2 SGALE: I/2 " = I '-O " ISSUE RC�ORD QADDENDUM NO. I OI NOV 02 aADDENDUM NO. 2 �� o� �-------_ BUILDING PERMIT SET I ("'�� 26 MAR 03 I� I I ( II il �� II \ ;� � H il I � � I14 � =__-_ _�;, �r-----�� ; , j ; i ; ; � ; ' ' , , . : . � � _ � ; ----- . _ -- - - - -- � `�� WALL AND FLOOR FINI5HE5 : = � , - d" � U .�!+ `�- r .o .i, �i _ C. ., C . � ;.. _ _ _ .� ., i _ - - O� P . ' p_ _ - _ - _ — . _ __ - - _ — -- t. n1 _'_ . _ __�_-_ _f � 0 P� � �r_ ' -STANDING SEAIM , - r -- � .. � E � a � o ' (OPPER ROOf '- � j " �. � ` � -�'i � _ . ' E � t0. BUfF SANDSTONE Q a , _ , � � � � ,.-- > , . � _� -- - - =- _ - � _ � - - - _ - - - - - - - - - - �- - + � - - .o 0 ,�r , �. - 7- �- - - - _ - _ "' BDOf SIIIPf� = ---.� � �_ _ ROOfING � ;__. ;� � - ��--�-� �--� W � ' ' � a - � i . � . . . -- . , - � i ' � v _ _ I i , - ,.. o —+ - - '� ' ' I • r� - y — - - - - - - - - - � � - � ; PROPOSE� - i � � - r-- � tn W a. � -- — - < -- , .-- -�-- - �. � � — — - � r ADDITION - 3 8/ 12 � � ► � ' 0 � �- - - -- -- -► � , � � .a ROOF SLOPE ; � ' ' _ . EXISTING -; ` COVE � EXIST. TRASH � �'-' ° _ _:_..� � ' OEMO - , . � --- - - -- --- - - - - - - - - -- WALL� LIGHTING .LHl1If-. � � _-� - = -1 - ULTWALLS ; _ , , FIAT (lG. � _ _ _ _ _ _ BARREL VA � � - - -- - - - _ _ - - - - - - - - - -- - - --- -- - � - - — - - - - - - — — U o a� -- � - - -- � _ ac - — , ; � . _ " _ _ _ . - - - - - - - - - — � � . — T - . ( .. . ._ _ ♦ . . _ _ _ � ' �� ' i � � ` i li . � _ . .. p ` �. .� �I I Q� �' 8/ 12 � . M --�r ,- ; . RUOF SIOPE -��1 � STAIRS ^ � P �� I BUIL •IN , � � � BEN H � � -a � ' � � � - • , � � � � ' �, � � I - . _ � . � � �- - - - - _ , � ' � -- - - - - i � � � -- - � I � - - ._ _ - - � ; _ : _ _ . - - � � - - I ! j, � ' -- - - - — - - -� !- - - � � - � - - -- • ! ' i � i — — � ' r L 8/ I2 � �i ; , _� - -� .... R f SIOPE �- � i � �� , '„' U , � i � — _ _ . � _ �� --- � J _ - o _ _ _ ^ a � o NEW BANDING; - - � � � � y REPLACE EXIST. _ - � ; � a � u BANDING Qa BI�G. 8. - •o `�' � �% � u � o 'r 't RE: DETAIL 16/A801 - - v ;� n u �f � � � � � � ' ' / � � , / / ' � - "' ° . rno `o � � � � / / / � � / �/ � � o 'oxn - /� j '� i.. > � �' � j / DESIGN FRCH! 'ECT / � EXISTING ROOF—_ , i � L7 {� Z NEW ROOF WITH — � v � STANOING SEAM � S �' � ; � � COPPER PANELS .\ \ v~i � / i � _ �� EXISTING ROOF � -- � � 1 � 11 W / _ 0 M1 � F..�- ca Q ,,,., � e e �o a � O o ' / o � Z � c� — � I� _ � � � ; � W � , . . , / ,� L� � t� o .r ' Q °— ¢ � oc aC / -�_ m � STONE VENEER- — -.__ � _ \ � , � 1 RIVER ROCK TO - � ' - - - - I "� 3 O � � � � � � � � MATCH EXISTING �- , ( - -T" - - � � � _'` - -- EXTEND ROOF ' � � f � � { TO NORTH WALL ' I � � � � 3 � REPLACE W/ EXIST..-� � � � � I � ! I �� m PELIA WINDOW � ' � �- �i � � E NG - - PROVIDE NEW STONE (CO. i � , ' I � aC �- � , � W WS XISTING TR H � BUFf SANDSTONE) ON � � � � H T i U E DOO - . EX15T. CONCRETE WALL 6 I � i .' I � NEW WALLS: START AT 12 " � I . ' � � v BELOW GRADE ON PAINTED i � � I �-- _ - - . ..- .r . . � � STEEL ANGLE ' ' - � � � '•� O J 1 � � � � I - � � � � � �" i �,� }' i i �� i - � � � � NEW COPPER - � � NEW EXT. WALL SCONCE: � �.! / � DEMO EXIST. STONE CAP -- ' / � " � W NDOWSa 6 COPPER, VFY J \ / PRO E [ T : 2308 EXTEND ROOF - PROVIDE NEW STONE(C0. - - ' TO NORTH WALL NEW STONE CAP ' -NEW ROOF CONSTRUCTION D R A W N B T : KHW BUFF SANDSTONE) ON D A T E : Q AN IN EAM COP ER EXIST. CONCRETE ROOF AND VERTICAL SOfF1T 9 - � 4.Z003 PANELS WALLAND AT NEW WALLS: RELOCATE MaILBOxES � START AT 12 " BELOW A � R E V I S I 0 N S : GRADE ON PAINTED STEEL - PROVIDE NEW STONE (CO. ANGLE BUFf SANDSTONE) ON � EXiST. CONCRETE WALL & � - � NEW WALlS: STARTATI2" // - � BEIOW GRADE ON PAINTED . STEEL ANGLE . 1 - ' - . - BLDG . B Lt?B6Y NORTH ELEYATI4N ` - : __ :� . _ , - - . �_ : _ � . _ . _ - - _ - _ _ - _ � �� . � � , - _ � � �� . - - - - -_ -- � � � ` - - - - - - - _ � _ - � _ . � r Ir-i r- - I I Town of Vail vERT BAiTEv ^ • ' , _ I I � ' ' ' OFFICE COPY :..�oEa wa�NS -:_. -- . - "� , i �� i � .. .. �� - ; I ; - - - - -�- - -- - — � I , . . , - -- - - � _ : � i j � + � � , , �, _� �� ' � -_- ; , =_ _ _-- __ BLDG . B LOBBY: - - - -- -- - - - ` PLANS/ ELEVS./ � � - - _ _ . - - _ - _ _ INT. ELEVS. ,4., _ - . - . A313 GENERAL NOTES: VILLAGE CENTER RENOVATIONS {BLDG. 8 ENTRY) JOB #0304-13 pESIGN CRITERIA: B. Gable-end walls shall be balloon-framed to the bottom of 5" CONCRETE SLAB ON 4" CLEAN GRAVEL rafters or end-wall trusses unless approved by engineer. BASE ON UNDISTURBED GRADE OR � � Roof Live Load (Snow) ----- ------------ - 80/100 psf C. Floor or roof framing members must be alig�ed to bear COMPACTED STRUCTURAL FILL PER SOILS T.O.W. = 61 '-2 '��'��'�� ''�.�y�,9 � Roof Dead Load ---------------------- 15/25 psf directiy on the studs beneath. ENGINEER. REfMFORCE SLAB NATH �3's O T.O.F. = 57'-10 � � :y.+� Basic Wind Speed -- ------ ------------- SO mph (Exp. B) D. Provide 7/16" thick APA rated sheathing (plywood or 12" OR #4's � 16° EA. WAY THROUGHOUT. � � = Q - Seismic Zone -- ------ ----------- ----- 1 OSB) rated 24/16, exposure 1 , at exterior face of o . x N UBC Edition --- ------------------ ---- 1997 exterior walls. Block oil horizontal joints. If horizontal 13'_7 5�g" b�,y� � �;'�° � furnng channels are used at exterior wall studs to provide d0�ti��. ' �S FOUNDATION DESIGN: a thermal break, metal strap cross-bracing is required per VERIFY 3�-� ��$ 6'-4" 3�-� �/8� VERIFY �� p 0� plan details. a. Design of individual and continuous footings is based on a E. Provide (2) 1 5/8" x 9 1 /4` x 18-gauge headers over a!I .O. W. = 61 '-1 2 T.O. W. = 61 �-1 maximum allowable bearing pressure of 5000 psf (dead load door and window openings unless otherwise indicated. RESIDENTIAL STEEL FRAME FASTENING SCHEDULE .O.F_ = 57'-1 S3 T.O.F. = 57'-1 plus full live load). F. At beam bearing locations in stud walls, provide multiple- — — - - — b. Foundation and retaining walls have been designed using a stud posts equal to width of bearing member unless lateraf pressure of 60 pcf. noted otherwise. Floor joist end to girder or top plate track (1 )-#10 x 1 /2" bottom flange � I 1 — � I c. Footings shall be placed on the natural undisturbed soil, or 2. Roof Construction: I � � -TAAT�H-EX$TG. � � compacted structural fill, below frost depth. A. Provide 1 " x 26 gauge roof decking over rafters. Floor joist end to continuous rim track (1 )-#10 x 1 /2" top & bottom flange N - - ( - - - - T.O. N SLAB _ _ _ p, � N d. This foundation has been desi ned accordin to the desi n B. Provide wind seismic anchor at su orts for all roof ' ists -------------------'-- '- �- --------- --- - - ------� 9 9 9 PP lo , ---- - -- -- � ao o � ----- -1 � recommendations set forth in geotechnicai report 03046 by and rafters. � �------ -- _ _ _ _ _ _ _ _- - - -_-_� � � z m° cn �o Wall bottom piate track to joist or blocking (perpendicular) (1 )-�10 x 1 -1 /4" through plywood � � — � , -p a o 0 LKP En meeri� Inc. The contractor sholl follow the construction C. Provide solid blockin and or web stiffeners between roof EDGE OF � U requirements f om this same report, rafters, trusses and9lookouts at all bearing locations. ,. � � ( ) SLAB 5 DWLS.� x� 2'-0 EPDXIED IN Z � o °° °° Wall bottom plate track to rim joist (parallel) (1 )-g10 x 1 -1 /4 � 16" o.c. through plywood � � N EXSTG. C�NCRETE WALL IN 3/4"0 x _ -p W � � i� e. A representative of the geotechnical enqineer shaN verify soils conditions Blocking material shalt match rafter or lookout material. + � 33 � c Z Z M M and types during excavation. Report any discrepancies from origi�al 3. Wnd Bracing: � � CUT DOWN EXSTG. CONC J, 61 '-10 4" HOLE� Q 16" VERT. SPACING, � o o �^, � findin s to structural en ineer for re-evaluation of foundation desi n. A. Walls over 4 feet lon which are sheathed with sum Stud to ptate track (top and bottom) (1 )-�8 x 5/8" each stud flan e ' � � TYP. � ' � �' 9 9� 9 g 9YP 9 � + WALI TO 61 -5 AND POUR LO. (E) SLAB _ , + � H � � w ,�,.., wallboard on both foces and are mdicated as shear walls � � � NEW SLAB�VER — — � �� Z � � � M x • Built-u '-------- --- - -- -- - ' - ' Q �- o _ r°� � REINFORCED CONCRElE: on plan have been designed to resist wind forces �n p studs (back-to-back) �6 x 5/8" � 12" o.c. through webs F- ------ - ---- ------ ---- - -__ _ __ __________ _ � � L � � v� accordance w�th Table 25-I of the UBC. � F-------- - ----- ------ - -- -------------- --�- -- - - --- -- -- -� � � a. Concrete design is based on the "Building Code Requirements for B• At shear wall, screw 1 /2" gypsum wallboard to all studs Built-up studs (nested) �6 x 5/8" O 72" o.c. through eoch flange I ; � i i ; I � � and top and bottom plates with �8 x 1 7 /8" drywall � � r �; I � � � � � - Reinforced Concrete" (ACI 318-95). . � � � � � � I m b. Structural concrete shall have a minimum 28-day compressive screws at 7" maximum spacing. Top plates, laps and intersections (2)-�8 x 5/8 each flange ' ' ' � ' O u�i n strength of 3000 psi. C. Exterior plywood or OSB wall sheathing is required unless I i i I I ' I I ' ; I U N � M ^ c. Special inspection for the taking of test specimens and placements of specifically deleted by engineer. If horizontal furring Box headers/beams Per standard detail � � , i_ � � n � o, � channels are used at exterior wall studs to provide a I � i � I ' ' � ` I I � ' I o '4 � concrete and reinforcing steel shall be provided according to UBC , , , , ' , , ' � � � � � thermal break, metal strap cross bracing is required per Back-to-back headers/beams (2) rows �10 x 5/8" � 12" o.c. ' � � ' ; ' � � � 3 O1 °1 Section 1701 and 1905.6.1 . , I � � I I � � � I I � � I .., x o d' � plan details. � � � � ' � � , o � � d. Concrete shall be proportioned using Type I-II sulfate-resistant cement. 0. Where a continuous member is not present at diaphragm ' � ' ' - � ' ' � ' ' � � � °° � .�.-. Admixtures containirt chtoride salts shall not be used. Ceiling/floor joists, overlapped at support (2)-�10 x 5/8° through webs � ; ; , ; ; . � ; ; � , � � o x g boundaries (such as roof hips, valleys or ridges}, , , I ' �'� I , , � , I , e. Submit mix design to engineer for review. provide a continuous strip of break metal. Unless — -� � � `-�-'- - _ — — — =�J , � � , `— � , ; I- +� o - °^' � . a f. Cold weother concreting procedures shall be provided as recommended otherwise noted on plan, the break metal shall consist of Roof rafter or truss to wall top plate track Simpson S/H2.5 �___ _ _ __ __� ,�-'� ___ _______ _.__ _ _______ ____ _______ _ �'�l _ i _ � � _ �____ _ __ ___L_ �__ __ � N a > �� in the ACI Manuol of Concrete Practice. 3" x 3° x 18-gauge sheet and shali be attached to each � ' ' -- ---------- --- ---- -- -- - ----- - g. Anchor bolts for beam and column bearing plates shall be placed with framing member with one �10 screw. Roof rafters overlapped at ridge (back to back} (6)-#10 x 5/8" through webs ; ; ; ; ; ; ; ;- � ; ; setting templates. BACKFlLLING: I ' ' � � ' ' ' ' ' ' ' ' � h. Expansion bolts shall be located at a minimum of 6 bolt diameters Sub-fascia track to rafter (t )-#10 x 5/8" each rafter flange NORTH � from concrete edge and spaced at 10 bolt diameters uniess noted a_ Do not backfiil against retoining walls until supporting elements are in . otherwise. Plywood or OSB roof/wall/floor sheathing #10 x 1 -1 /2" O 6 along edges FO U N D A TI O N P LA N SCALE : 1 4'� = 1 � - � �� i. Anchor bolts for sill plates shall be loced ot 4'-0" maximum place and securely anchored, or adequate shoring is instailed. � Concurrent backfillin of each side of a retainin wall to final rades �10 x 1 -1 /2" � 12" intermediote supports spacing with one anchor bolt at 12 from each end or comer and 9 9 9 as indicoted on plan or section is required unless temporary shoring is PLAN NOTES � a minimum of two anchor bolts per piece. NOTES: All ex osed ed es and comers shall be chamfered 3 4". installed. } P 9 � 1 . The screws in this schedule are self-drilling low profile head screws. k. Concrete floor slabs on rade and on metal deckin su orted b steel b. Verify type of fill with soils engineer and structural engineer prior to 1 . ELEVAl10NS OF FOUNDATION ELEMENTS INDICATED ON PLAN THUS: 9 9 PP Y backfillin 2• This schedule indicates minimum fastening requirements. Where special conditions exist, use the � framin shall have sawn or tooled control ints at a maximum s acin 9' T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING 9 , lo P 9 specified fasteners indicated on the plans ond details. THESE ELEVATIONS RELATE TO 61 '- 10 AS THE SITE ELEVATION AT THE EXIS7ING ENTRY SLAB. of 15'-0' in each direction. Locate control joints along column grid GROUT: � lines where possible and provide slab isolation oints around columns. 2. TOP OF FOOTING ELEVAl10NS ARE BASED ON FINDING ADEQUATE SOIL BEARING I. Concrete coverage for reinforcing steel (ACI 31 �95): a_ All rout beneath column base lates and steel beams at bearin shall CONDITIONS AT THAT DEP1H. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. � 1 _ Concrete cast against and permanently exposed to earth 3° 9 P 9 2. Concrete exposed to earth or weather : be non-shrink, non-metallic type grout. Grout shall have a minimum CONNECTION SCHEDULE A. #S bar ond smaller � � �2" compressive strength of 2500 psi. 3. SIEPS IN TOP OF CONCRETE WALL INDICATED: � B. �/6 through #18 bar 2° � SIMPSON H3 3. Concrete not exposed to weather or in contact with ground: QB SIMPSON L70 4. CONTINUOUS FOOTINGS ARE CENTERED BENEATH COMCRETE FOUNDARON � A. Slabs, walls, joists (#11 bar and smaller) 3/4° WALLS UN�ESS NOTED OTHERNASE. STEEL DECK: B. Beams, columns 1 1 /2" O 3/16° FILLET WELD x 8" LENGTH � a. Steel root and floor deck shal! be the depth, gauge ond rib type ONE SIDE 5. CONCRETE FOUNDAl10N WALLS ARE 8" THICK AND CONTINUOUS CONCRETE � REINFORCING STEEL: indicated on the drawings. � (2) SIMPSON UO (ONE EA. SIDE) FOOTINGS ARE 8" THICK x 16" NADE UNLESS NOTED OTHERWISE. � O a. Detailing, fabrication and placement of reinforcing steel shall be in b. Deck shall be fabricated from steel sheet conforming to ASTM A.677 accordonce with the ACI Manuol of Concrete Practice. or A.446 having o minimum yield strength of 33 ksi. 6. (E) REFERS TO EXISTING CONSTRUCTION (-- ---- - -), (N) REFERS TO NEW CONSTRUCTION ( ). � � � b. Except where otherwise noted on the drawings, reinforcing bars shall c. Deck shafl be manufactured and erected in accordance with standard �j � conform to ASTM Specification A615-79 and shall be grade 60 except recommendations of the Steel Deck Institute 7. DO NOT SCALE DRAWINGS. � F-� ties, field bent bars where permitted by note on plon, or bars to be d. Welding pattems and details shall be indicated on the manufacturer's w N shop drawings. Required diaphragm shear values or connection 2'-0 F-�-� welded, which shalt be grade 40. DWLS x o� 5" CONC. SLAB PER PLAN O c. At splices in concrete, lap bars 36 diameters. At splices in masonry, patterns are indicated on the structural drawings. � lap bars 42 diameters. Do not weid or use mechanical splicing e. Sheets shall be finished by phosphatizing and painting with a baked-on O 24" O.C. N M � ocrylic primer. Where deck is used as a concrete form, the side of the � ��'� devices unless specifically approved by engineer. deck in contact with the concrete shall be phosphatized but not d. At comers, make horizontal bars continuous or provide corner bars painted. s� �-� 0 O to match horizontal steel. Around openings and steps in concrete, . � � r , f. Openings larger than 6 in diameter shall be approved by the structurol T.O. SLAB _ s `�� provide (2)-�5 bars extending 2'-0" beyond edge of opening or step. 550S162-43 STUDS � CONT. N 1000T125-43 � � e. Extend reinforcin steel o minimum of 24" throu h cold oints. Unless engineer prior to being cut into the deck. � � � ) g 9 � Use weldin washers for deck with thickness less than 18 au e. � � 76", TYP. TRACK SUB-FASCIA 1 specifically located on plan or details, coordinate cold joint locations 9" 9 9 9 6� �-Z \ �� , T.O.W. �ia�i��4i��i� ., � �i� o�� 6'e ,,� � M-1 with engineer. . � � � � f. Welded wire fabric shall conform to ASTM Specification A-185. Lap STEEL SlUDS AND JOISTS: �i��i�� ; ��i (t )-�4 CONT. HORIZ. � Q � welded wire fabric a minimum of one futl mesh pius two inches. Laps �� ° , i�i _ _ _ N 2 - 1 162-5 � _ _ _ _ f"'� shall be wired together. a- Stud subcontractor shall provide bridging and blocking as required for � �__� _ -� - � - - - - i - r- - T=_-� F--� Metric bar size conversion table: stability and stiffiess of the final wall or floor/roof assembly. II I I � I I I I I I I I I I � I I I I I I I I � � f""� � g. (N) 1b00S16$-43 LEDGER W/ METRIC INCH-POUND b. Metal studs and joists shall be of the type, size, gauge, and spacing (1 )-�5 CONT. HORIZ. O MID-HT. II I I � I I I I I I I I I I � I I I I I I (� I (3)-�1 0 x 1 � 1 /2" SCREWS O EA. � 10 3 in d i ca te d o n t h e d r a w i n g s, w i t h m i n i m u m s e c t i o n p r o p e r t i e s a s _ II i i � __ _ 1L _ .1L_J1��11 _ J1_—L1 � I 6, � ;,,,., � � specified. d � ___ _ --�_ EXST Sn. �STUD #13 � c. Install "C" sha ed headers over o enin s with webs back-to-back. I s II I _____I ____ _ I ___ I __ P I w 16 P P 9 4 ° m II ;1,� I I 2 TZ S7 - - - � � � � --� I � I # � d. All 16- au e and heavier structural studs and ists sholl be formed M �5 DWLS x , � � � � �� g � 9 9 �° O 4 8" O.C. L ! I 4; ; 1 1 1 W/ B ST1�FE ER O BR�. I ; ; I 1 � I �-h 1 from steel that conforms to the requirements of ASTM 570-79 or M � � � ' ' li I #22 �7 e I I �I, � I I I I I I I I , , I , � ASTM A-446-D with a 50,000 psi minimum yield stress. g^ , , � , , , � #25 � e. All 18- au e and li hter structural studs and oists shall be formed . II ,I, � I I I I I I I I , , I � I � I 9 9 9 J � � i � � � � #29 #9 II , I, � I I I I I I I I , , I � I � I � I from steel that conforms to the requirements of ASTM 570-79 or (2)-#5's CONT. HORIZ. � ��'2 �0 � : e ' If i1" I I I ( I ( I f I � i ( i I li I ASTM A-446-C with a 33,000 psi minimum yield stress. TOP dc BOT. , -- - -- --- --- -- - - --- � � , , � � 36 1 � - -1 _ _ -1 _ _ _ L _ _ L _ _ 1 - - 1 J - I L - - - # f. Structural studs and joists shall be coated with red zinc oxide paint, or -_ ______ ___ _ ____ _ __ ____ _ _ _ ______ ____L__ _ _=� - _ �_s -t__ - _ _ ___, 1* -- 57'-10 RESIDENTIAL LIGHT GAUGE STEEL FRAMING shall be galvanized. � � ------- - -r- -r- ,-- ------ �� __ ________ � � T.O.F. � - T- , �- �-�-- , ---, , � g. A!I field-welded joints or ground areas shall be touched up with similar a ' � ' ' ' ' ' ' ' ' ' ' , ^ � n , � � � � � � � � � , , rn EXSTG. ENTRY , , � rust-inhibitive material. � .: ; � � ; � � � I I � I 1 . , a. Metal studs and joists shall be of the type, size, gauge and spacing ' . I � � � � � � � � � ROOF FRAMING , ; , � indicated on the drawings, with minimum section properties as w , � I , (N) 1OO�S1�62'r�3 LEbGkR W/ ; ; ; � -�—� s ecified. GENERAL REQUIREMENTS: 4- 8 4 � , , , „ , , , , P N � , 1 /2"0� x + 5 � E�OS(Y+ ANCIi s W/ � , , ° � b. All 16-gauge and thicker structyral studs and 'pists shall be formed PERIMETER DRAIN PER o � � .� � � � ��, o a. Structural erection and bracin . The structural drawin s illustrate the o � SCRE�`N�`-�-�4-�-1 -�-�, r � � , o from steel that conforms to the requirements of ASTM 570-79 or 9 9 SOILS EN�INEER , 1 '-4" o , � T-�-r-\-- ------- � � �7; I completed structure with all elements in their final positions, properly , , � � � � ,, ; , � , � ASTM A-446-D with a 50,000 psi minimum yield stress. , • � .-. � su orted and braced. The Contractor, in the ro er se uence, shall � � � � � �` ' ' � ' � c� ` c. All 18-gouge and lighter structurat studs and joists shalt be formed PP P P 4 �� SCALE: 3/4" = 1 '-0" ^ ; � � � `> ' ; � ' � � � � provide shoring and bracing as may be required during construction to N � (N) 1 �0¢S1�62;l97 LEDGER W/ ' � ' ' � from steel that conforms to the requirements of ASTM 570-79 or � ; � . ' , ' � ' .. / ASTM A-446-C with a 33,000 psi minimum yield stress. achieve the final completed structure. Contact the structural engineer S3 � , ; 1 /2"0�� x � 5'� E�(��(Y ANCH s W/ ; � ; � v � d. Contractor shall rovide brid in and blockin as re uired for stabilit for consultation (not in contract� as required. Z ' � � �` � i � � P 9 9 9 q y b. Existing structures: If construction adjoms an existing strvcture, 550S162-43 � 16" W 1 2 550T162-43 CONT. STRUCT. TRACK -- � SCREF�N� $4�LS_____ _ ___� ' � and stiffness of the final wall or floor roof assembl . • � � � . � CANT. � ------- � �----------- -i ---- �-�------�-- � y . contractor shall be responsible for verifying dimensions, elevations, W 1 2 0 x 6 A.B.'s � 48". � � ' � ----- -" �--- - - - " e. Structural studs and oists shall be coated with red zinc oxide aint, or PLYWD. OR OSB SHEATHING � � _ _ _ __ �__ ______ __ R____ _______ _______ ______,� � � �_____ 1___ � _� ___ � __ TFA � P framing, foundation and anything else that may effect the work shown ADJACENT TO STUD � � , �, ,- �_; , , - -- ---- ` desi(]�ed by shall be galvanized. on the drawin s. Under innin shorin and bracin of existin � � --� � ' ' � � ' 9 P 9. 9 9 9 � � � , � TFA f. All field-welded joints or ground oreos sholl be touched up with a I I � � , N) 1 00 051 62-4 3 LEDGER W/ drown by structures shalt be the responsibility of the contractor. 7 2' EXP. MAT'L, TYP. � ' � ( ; � similar rust-inhibitive materiol. � � � � � � , �� , , 1 /2"0 x 5" EPDXY ANCH's W/ „ c. Dimensions: Check all dimensions against architectural drawings prior 1 /4° MIN. NON-SHRINK � � � � � g. Built-up stud osts shall consist of 18-gauge steel 1 5/8 x 3 5/8° or to construction. Do not scale drowings. GROUT ; ; � � ' ' � ; ; SCREENS O 24" checked by 1 5/8" x 5 1 �2" studs per plon and shatl be attached together per I I 5� CONC. SLAB PER PLAN � � z � T�• � TW- ' ' � ' d. Construction practices: General Contractor is responsible for means, � � 0 1 ; �� % ; ; ISSU6d connection schedule. Use similar size and thickness track sections as I I �„- methods, techniques, sequences and procedures for construction of g� �_� p ; ; � � �- , , � required for nested connection of more than two studs together. this project. Notify structural engineer of omissions or conflicts . - - - - � � ' � , (N) 100,057 �'i�-43 LEDG�RiW/ ; � h. Unless indicoted as a box beam or header, headers shall consist of T.O.W. & T.O. SLAB : _ a . � � � , . » i , � between the working drawings and existing conditions. Coordinate I . ° � � INDI�A;fES DECKING � � 1 /2 �}-z 5 EF�pXY ANC�1's W/ , � PERMIT 08 /20 /03 two C-joists placed back-to-back and attached together per requirements for mechanical/electrical/plumbing penetrations through STONE VENEER , � �� - - - - J DIRE�7hON � � SCj7�ENS O 24'"�, � { ; � connection schedule. structural elements with structural engineer. Jobsite safety is the sole PER ARCH. ``��"�4"�g�o a . • � " �. ; ; ; � � i ; i i. Top and bottom plates shall be 18-gauge steel or thicker. Trock res onsibilit of the contractor. All methods used for construction ��o`°o�aoi '��'��o�' � � � � ' ' � ' ' sections placed on concrete walls or slobs shall have a moisture P • y - �.,��,� �i�i��, I ' I �3's x t '-4 DRIVEN INTO � � � � � � � barrier and seoler between concrete and steel, ond have a leveling shall be m accordance with the latest edition of the UBC. �4 . i�\\i�� I � I 3/8"� x 4" HOLE IN --` -F__ _ `__ y -F-___-y - -- � �=�------ --`�v � ' � bed of 1 /4" minimum non-shrink, non-metallic type grout beneath. e. It is the responsibi(ity of the contractor to contact the structural a " Gi�i ( ' � a �9 EXSTG. SLAB � __ __ _�__�_ ______�__ _____ _____ � , � - - --- ---- - ---- -- engineer at the appropriate time to perform site observotion visits. �5 DWLS x � '� a p � r- , r- , , , , Grout shall have a minimum compressive strength of 2500 psi. � • � � � � � � ; � Observation visits to the jobsite by the engineer are for determination � 48" O.C. I � : I CUT DOWN T.O. EXSTG. ' ' ' ' ' � � � j. Brace steel joists and rafters against rollover at bearing locations with a � � � � � , , , cantinuous track or blocking and provide vertical web stiffeners where of general conformance with the construction documents and sholl not 6 • . I . I CONC. FD7N. WAL! � � � � � � � required. Within floor joist spaces beneath solid or built-up columns be construed as inspection, I° . J TO 61 '-5 AT NEW SLAB f. Though every effort is made to provide a complete and clear set of � a � ^ � NORTH noted on plans, blocking of area equivalent to column above shall be 4" CMU BELOW GRADE FOR R O O F FR A M I N G P L A N construction documents, discreponcies or omissions may occur. provided. Re�ease of these drawings anticipates cooperation and continued STONE VENEER SUPPORT (1 )-#5 CONT. iea. ; SCALE : 1 4�� _ � � - �� k. Exce p t as no te d o t herwise, minimum a t tac hmen t s ha l l be provi de d as HO RI Z. O .. c o m m u n i c a t i o n b e t w e e n t h e c o n t r a c t o r, a r c h i t e c t a n d e n g i n e e r t o specified in the "Fastening Schedule on the drawings. provide the best possible structure. These drawings have been 2 - 5's CONT. HORIZ. � e MID-HT. I. Framing Notes; re ared for the use of a ualified contractor ex erienced in the � � � I ^ �� t PLAN NOTES: 1 . Exterior walls: P P 9 P TOP dc BOT. � a :. � sheet cons truc tion tec hniques an d sys tems depic te d. A. All exterior walls are 1 5/8" x 5 1 /2° x 18-gau�e studs � � " � � 1 . POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � 24° o.c. to a maximum height of 10'-0", 1 5/8 x 5 1 /2" 5 7'-1 0 � � � � � SINGLE STUD TRIMMERS ARE INDICATED: ! x 18-�auge studs O 16" o.c. to a maximum height of T.O.F. �J � � 15'-0 , 1 5/8" x 5 1 /2" x 18-gauge studs � t2" o.c. to � I � " a °° ; _^I 2. ROOF SHEATHING IS 1 " x 26 ga. STEEL ROOF DECK (VULCRAFT 1 .OE26). a moximum height of 18'-0� unless noted otherwise. r � � � Cap with one 1 1 /4° x 5 1 /2" x 18-gauge track section M L __�� _J 3. " Q " INDICATES CONNECTION TYPE - REF. S3 FOR SCHEDULE. installed to provide overfapping at corners and at 4 8" 4" intersections with other partitions. If overlap is not PERIMETER DRAIN PER 4. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). possible, strap top Iates with metal strap ties (Simpson SOILS ENGINEER 1 '-4" ST292 or equivolent� 5_ {E) REFERS TO EXISTING CONSTRUCTION ( ), (N) REFERS TO NEW CONSTRUC110N ( ). � SCALE: 3/4" = 1 '-O" S3 6. NEW RAFTERS AND LOOKOUTS ARE 1000S762-43 � 24", 'fYP., UNLESS NOTED OTHERWISE. � OB # 0304- 13 , U �- " � � � 19 ' - 7,� 00 0� N � n� - __ V F I a . Q J 0 � _ y 1 �2 ? o- � � � E �- � �� .� � - • N P /. - zal' -R--_ _ _ _ _ '__ _ —_ —. —_ fi ! � t fV TYP. _ .. w � OVERMANG t,. • _ > -- - - , f.. , •� � Q STONE VENEER . ° _ a a ._ '- - . , - _ > _ . (n � p. � _ _ ._ __, � , , � � C0. 611FF SANDSTONE � _ _ . ` • .. - - - - - - .. _ -�r . . c _ � . � - - - - - - - — �,,� . � . . � . :, � - - - _ . .. ; ` .�..� o . - ftESIDENTIAL STEEL FftAME FASTENING SCHEDULE r_.CNEP,AL NOTCS VILLAGE CENTER RENOVATIONS (BLDG. C ENTRY) JOB #0303- 14 STEEL DECK: DESIGN CRITERIA: B. Gable-end walls shall be balloon-fromed to the bottom of Floor joist end to girder or top plate track (1 )- #10 x 1 /2° bottom flange rafters or end-wall trusses unless approved by engineer. a_ Steel roof ond floor deck shall be the depth, gauge and rib type Roof Live Load (Snow) - - -- ---- --- - 80/100 psf C. Floor or roof framing members must be aligned to bear indicated on the drawings. Floor joist end to continuous rim track (1 )-#70 x 1 �2" top & bottom flange Roof Dead Load --- --- ------ ---------- 15/25 psf directly on the studs beneath. b. Deck shall be fabricated from steel sheet conforming to ASTM A.611 - ^• $ Basic wnd Speed --- - ----- ------- ---- - 80 mph (Exp. B) D. Provide 7/16" thick APA roted sheathing (plywood or or A.446 having a minimum yield strength of 33 ksi. Wall bottom plate track to joist or blocking (perpendicular) (1 )-#10 x 1 -1 /4" through plywood 2Ci Seismic Zone -- --- --- --- --- ------- - -- 1 OSB rated 24 16, ex osure 1 , at exterior face of �` ' /�'' ) � P c. Deck shall be manufactured and erected in accordance with standard � U8C Edition --- -- - ----- ------ - ------ 1997 exterior walls. Block all horizontal joints. 1f horizontal recommendations of the Steel Deck Institute Wall bottom plote track to rim joist (paralleQ (1 )- #10 x 1 -1 /4" � 16" o.c. through plywood �= . � : f ,� furring channels are used at exterior wall studs to provide d. Welding patterns and details shall be indicated on the manufacturer's co • _ FOUNDATION DESIGN: a thermal break, metal strap cross-bracing is required per shop drawings. Required diaphragm shear values or connection ,- �� . N � h � p patterns are indicated on the structural drawings. Stud to plate track (top and bottom) (1 )-#8 x 5/8" eoch stud flange ,;: . . lan details. �'�; : �� a. Design of individual and continuous footings is based on a E. Provide (2) 1 5/8" x 9 1 /4" x 18-gauge headers over all e. Sheets shall be finished by phosphatizing and painting with a baked-on "� P�� maximum allowable beoring pressure of 5000 psf (dead load door and window openings unless otherwise indicated. acrylic primer. Where deck is used as a concrete form, the side of the Built-up studs (back-to-back) #6 x 5/8" � 12" o.c. through webs plus full live load). F. At beam bearing locations in stud walls, provide multiple- deck in contact with the concrete shall be phosphatized but not b. Foundation and retaining walls have been designed using a stud posts equal to width of bearing member unless painted. Built-up studs (nested) �{6 x 5/8" � 12" o.c. through each flange lateral pressure of 60 pcf. noted otherwise. f_ Openings larger than 6" in diameter shall be approved by the structural c. Footings shall be placed on the natural undisturbed soil, or 2. Roof Construction: engineer prior to being cut into the deck. Top plates, laps and intersections (2)-#8 x 5/8" each flange compacted structural fill, below frost depth. A. Provide 1 " x 26 gauge roof decking over rafters. g. Use welding washers for deck with thickness less than 18 gauge. d. This foundation has been designed according to the design B. Provide windjseismic anchor at supports for all roof joists Box headers/beams Per standard detail c r recommendations set forth in geotechnical report 03046 by and rafters. STEEL STUDS AND JOISTS: �' v � LKP Engineering, Inc. The contractor shall follow the construction C. Provide solid blocking and/or web stiffeners between roof Back-to-back headers/beams (2) rows /f10 x 5/8" � 12" o.c. � o � � � requirements from this same report. rafters, trusses and lookouts at all bearing locations_ o, Stud subcontractor shall provide bridging and blocking as required for � Q o 0 e. Provide continuous foundation drains around the perimeter of all Blocking material shall match rafter or lookout material. stability and stiffness of the final wall or floor/roof assembly. Ceiling/floor joists, overlapped at support (2)-#10 x 5/8" through webs U J ° 00 °0 bosement walls and at the base of retaining walls. Contact 3_ �nd Bracing: b. Metal studs and joists shall be of the type, size, gauge, and spacing ? � w � � � geotechnicol engineer for details A. Walls over 4 feet long which are sheathed with gypsum indicated on the drawings, with minimum section properties as Roof rafter or truss to wall top plate track Simpson S/H2.5 p Z o n n f. A representative of the geotechnical engineer shall verify soils conditions wallboard on both faces and are indicated as shear walls specified. � vi � °' O1 and types during excavation. Report any discrepancies from original on plan have been designed to resist wind forces in c_ Install °C° shaped headers over openings with webs back-to-back. ~ U� W ^^ Roof rafters overlapped at ridge (back to back) (6)- #10 x 5/8" through webs Z � -� ro x findings to structural engineer for re-evaluation of foundation design. accordance with Table 25-I of the UBC. d. All 16-gauge and heavier structural studs and joists shall be formed � 00 F o a g. Backfill around and above structural buttresses and retaining walls B. At shear wall, screw 1 /2° gypsum wallboard to all studs from steel that conforms to the requirements of ASTM 570- 79 or � L � J �� Sub- fascia track to rafter (1 )- #10 x 5f8" each rafter flange � shall be compaction-tested per the recommendations of the and top and bottom pfates with #8 x 1 1 /8" drywall ASTM A-446-D with a 50,000 psi minimum Neld stress. -� u� geotechnical engineer. screws at 7" maximum spacing. e. All 18-gauge and lighter structural studs and joists shall be formed � � C. Exterior plywood or OSB wall sheathing is required unless from steel that conforms to the requirements of ASTM 570-79 or Plywood or OSB raof/wall/floor sheathing #10 x 1 -1 /2" � 6" along edges (n •� REINFORCED CONCRETE: specifically deleted by engineer. If horizontal furring ASTM A-446-C with a 33,000 psi minimum yield stress. //10 x 1 -1 /2" � 12" intermediate supports Z � channels are used at exterior wall studs to provide a f. Structural studs and joists shall be coated with red zinc oxide paint, or � � a � � � a. Concrete design is based on the "Building Code Requirements for thermal break, metal strap cross bracing is required per shall be golvonized. NOTES: � � � �n Reinforced Concrete" (ACI 318-95). plan details. g. All field-welded joints or ground areas shall be touched up with similar 1 . The screws in this schedule are self-drilling low profile head screws. � a � � 1 I b. Structural concrete shall have a minimum 28-day compressive D. Where a continuous member is not present at diaphragm rust- inhibitive material. 2. This schedule indicates minimum fastening requirements. Where special conditions exist, use the 3 p1 °' strength of 3000 psi. boundaries (such as roof hips, valleys or ridges), specified fasteners indicated on the plans and details. � o � o' � c. S eciol ins ection for the takin of test s ecimens and lacements of rovide a continuous stri of break metal. Unless � 3 m p p g p p P P GENERAL RE�UIREMENTS: 2'-0 � �o x 3's x - ra concrete and reinforcing steel sholl be provided according to UBC otherwise noted on plan, the break metal shall consist of # o „ O Q Section 1701and 1905.6. 1 _ 3" x 3" x 18- gauge sheet and shail be attached to each a, Structural erection and bracing: The structural drawings illustrate the d. Construction practices: General Contractor is responsible for means, � 12" � � � N � > °�-' � d. Concrete shall be proportioned using Type I-II sulfate-resistant cement. froming member with one #10 screw. completed structure with all elements in their final positions, properly methods, techniques, sequences and procedures for construction of # 3 CONT. � NOSING `� Admixtures containing chloride salts shall not be used. supported and braced. The Contractor, ih the proper sequence, shbll � this projec�t. Notify 5tructural engineer of omissions or conflicts 5" CONC. SLAB PER PLAN e. Submit mix design to engineer for review. STRUCTURAL STEEI: provide shoring and bracing as may be required during construction to between the working drawings and existing conditions. Coordinate f. Cold weather concreting procedures shall be provided as recommended achieve the final completed structure. Contact the structural engineer requirements for mechanical/electrical/plumbing penetrations through 59�-Z s 6 in the ACI Manual of Concrete Practice. o. Structura{ steel shall be detailed, fabricated and erected in accordance for consultation (not in contract� as required. structural elements with structurol engineer_ Jobsite safety is the sole r �� T.O. SLAB `�� g. Anchor bolts for beam and column bearing plates shall be placed with with the most current editions of AISC Specifications and Code of b. Existing structures: If construction adjoins an existing structure, responsibility of the contractor. All methods used for construction ro ^ � a • (58' 3 � SIM.) setting templates. Standard Proctice. contractor shall be responsible for verifying dimensions, elevations, shall be in accordance with the latest editian of the UBC. 58'-6 �.- h. Expansion bolts shall be located at a minimum of 6 bolt diameters b. Structural steel rolled shapes, including plates and angles, shall be framing, foundation and anything else that may effect the work shown e. It is the responsibility of the contractor to contact the structural T.O. W. o�� s a ��i��i��o � from concrete edge and spaced ot 10 bolt diameters unless noted ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall on the drawings. Underpinning, shoring and bracing of existing engineer at the appropriate time to perform site observation visits. (57'-8 � SIM.) `��i�\�i�� p��' otherwise. be ASTM A53 grade B or ASTM A501 . structures shall be the responsibility of the contractor. Observation visits to the jobsite by the engineer are for determinotion �oi� - p�� STD. WIRE JOINT REINF. � i. Anchor bolts for sill plates shall be Iaced at 4'-0" maximum c. Tube sha es are actual size as s ecified on lan. Pi es indicated c. Dimensions: Check all dimensions against architectural drawings prior of eneral conformance with the construction documents and shall not � p p p p 9 HORIZ. � 16" O.C. spacing with one anchor bolt ot 12 from each end or corner and on plan are nominal (approximate inside diameter) and refer to AISC to construction. Do not scale drawings. be construed as inspection. �� a minimum of two anchor bolts per piece. pipe schedule dimensions. f. Though every effort is made to provide a complete and clear set of � � � j. All exposed edges and corners shall be chamfered 3/4". d. All bolts used in steel framing shall conform to ASTM Specification construction documents, discrepancies or omissions may occur. � #5 DWLS x I I k. Concrete floor slabs on grade and on metal decking supported by steel A325. Anchor bolts and bolts used in timber connections may be Release of these drawings anticipates cooperation and continued i.� � 48" O.C. L SEE PLAN froming shall have sawn or tooled control joints at a maximum spacing ASTM A307. 8olt sizes shall be 3f4" diometer unless noted commun+cation between the contractor, architect and engineer to IN FULLY 6 T.O.W. rovi the best ossible structure. These drawin s have been GROUTED CELLS of 15'-0" in each direction. Locate control joints alonq column grid otherwise. _ , _ _ _ _ _, _ = p de p g lines where possible and provide slab isolation joints around columns. e. Bolts used in structural steel framing shall be the break-off, torque � 2'-p prepared for the use of a qualified contractor experienced in the a � I. Concrete coverage for reinforcing steel (ACI 318-95): indicating type, or torque inspection shall be provided as required by � construction techniques and systems depicted. (2)-#5's CONT. HORIZ. t . Concrete cast against and permanently exposed to earth 3" the building inspector. (2)- #5's x 55'-10 - TOP & BOT. 2. Concrete exposed to earth or weather : f. Typical framed beam connections shall consist of pairs of 1 /4" angles 2. _� T.O.F. , ° . � A. #5 bar and smal�er > > �2� usin the maximum number of bolts called for in Toble II-A of the 2'-0 _ : a 9 (51 '-2 � SIM.) o � B. #6 through #18 bar Z� AISC Manual (ASD Ninth Edition). � `� � 3. Concrete not exposed to weather or in contact with ground: 9_ Expansion bolts shall be wedge type "Hilti", "Rawl", or "Red Head" or 2�-0 • ° A. Slabs, walls, joists (#11 bar and smaller) 3/4" approved equivalent with the following minimum embedments: I SEE PLAN �j O B. Beams, columns 1 1 2" � __ � (2)-#5's x�_ _ T.O. W. PERIMETER DRAIN PER � 1 2' diameter - - 2 1 2" � REINFORCING STEEL: 5/8" diameter -__- 3" 2•_p � SOILS ENGINEER � � Q 3/4" diameter - - 4° 4" 8� 4� � h. Adhesive anchors called for on the drawings shall be glass capsule NOM. r, a. Detailing, fabrication and placement of reinforcing steel shall be in types such as "Molly Parabond" or "Hilti HVA" anchor systems. SEE PLAN ! � EXTEND HORIZ_ REINF. z 1 '-4" F+i � accordance with the ACI Manual of Concrete Practice. Minimum embedments, if not specificallY indicated on the drawings, T.O.F. ( I 2'-0 PAST STEP TYP. J O b. Except where otherwise noted on the drawings, reinforcing bars shall shall be according to the manufacturer s specifications. a 3 SCALE: 3 4" = 1 '- O" conform to ASTM Specification A615-79 and shall be grade 60 except �. All welding shall be done by an AWS qualified welder. � 2'-p ' w � � a ties, field bent bars where permitted by note on plan, or bars to be j. Delay painting within 3" of field welds until welds are completed. ''i /j vWi S� welded, which shall be grade 40. k. Where corrosive soil conditions exist, steel angles that are used to \�\� 1 I O c. At splices in concrete, lap bars 36 diameters. At splices in masonry, support exterior stone veneer shall be galvanized and shall be attached �/ —7 1 I I � � T � \\ I � � 550T162- 43 CONT. STRUCT. TRACK lap bars 42 diameters. Do not weld or use mechanical splicing to the foundation with galvanized or stainless steel expansion anchors_ CASCADE � 5505162-43 � 76" W/ 1 /2" `./ devices unless specifically approved by engineer. FTG. � v EXTEND FOOTING FOR STONE 3 2 VENEER PILASTER SUPPORT. T.O.W. = 58'-6 T.Q.W. = 59'-2 SEE ARCH. T.O.F. = 55'-10 St S1 T.O.F. = 55'-70 /J 7'-7 1 /4" 5'-3 1 /2° 6'-0" 5'-3 1 /2" '-4" 5'-4" '-0" � � �i/!!%J CMU WALL (BEYOND) - , � � �'•;;, t " x 26 ga. ROOF DECKING 2'-0 r� Z - - _ _ — � � ; -- (VULCRAFT 1 .OE26) #4's x � � /� #3 CONT. � NOSING N • _ = `'� � 16" N �1� T.O.W. = 59'-2 < ' �� 12 � 59'-2 - - - - - - - - . r � - �✓. :....i ` ,i 1200S162-43 LOOKOUTS � 24" 6� T.O.F. = 55'-10 � - � _ T.O. SLAB I 5" CONCRETE SLAB ON 4" C�EAN GRAVEL� I I; � �`� ' - 4K� � . • � (VERIFY) I BASE ON UNDISTURBED GRADE OR I STEP � � � I COMPAC7ED STRUCTURAL FlLL PER SOiLS + T.O.F_ _ i � CONT. (N) 1200T125-43 TRACK ��i��i�% i�� a a I I ENGINEER. REINFORCE SLAB WITH #3's � I � I , , •�� o� i� T.O.W. = 59'- 2 � � � SUB-FASCIA (2)- 1200S762-43 LOOKOUT /i�/� _ I I 12" OR �/4's � 16" EA. WAY THROUGHOUT. T.O.W. = 59'-2 r� , , .��i� _ _ , �. , � , N T.O.F. = 54',�6 T.O.F. = 49'-1 ' ' ALIGNED W/ TS COL � � PROVlDE 1 " DEEP TOO�ED CONTROL JOINT9 I i_ _ _ ' �� BOND BM. W/ (2)-#5"s CONT. \ j � _ _ _ _ . HORIZ. � 8'-0 VERT. SPACING o S�PAT 15'-0" MAXIMUM SPACING EACH WAY. (MATCH EXSTG.) o I ; ' _ _ C � � � — — — — — T.O.F. ��59'-2 /; - � - - - - - � r-- -- - - - - � � - N � 1 8' - - - - - - - - - - - -� I � /�\ � T.Y O. SLAB ' : I I I I � I � z° a°o 0 0 - - - - - � \� � 58'-3 I 4 I J � ; '; (E) �2Efi ALLEMOVE � � I Z � Z O M M STEP ' ' ' ' � � I z ! I _ - - - - � EQ_ EQ. I I T.O. SLAB � S1 - � � � � � � o rn rn i - - - - - - -' CONT. 550T125-54 SLOPING TRACK T.O.F. SLOPE � 1 ==__- --- -_ , , � , vi � � - - - - BENT TS 3x3x1 /4 i� �� SLAB l _-_ - - ' � - - - - - - - - i � I ~ 0' in � ^^ � GABLE END TOP I'� � - - 1 - - -- - -- Z � .� x � ROOF FRAME � I I 3 I ' - - - - - - - - - - - - r- STD. N7RE JOINT REINF. � N ; , - - - - r - � i ° - ' Q 'i o � r°� � 68'-5 3 4 I 1 �8" - -- -- - __ \ HORIZ. � 16" O.C. I I S7 � 58'-6 � � f - - � � I — - -- -t - � - — - -- - � a� ro � .....� T.O. BRACE � '� _ � ' ~ (VERIFY) : i � TS 3x3x1 /4, TYP. �� T.O. SLAB � � # DWL . x 2 -0 I ; � T ' _ j � `� I o; (4 LOC'S. ) „ / J � ' S S ' � � � E X � �gp Z rn T.O.W. - 57'-8N ; � IEPDXIED IN EXSTG. � � S2 N) 5 DWLS. x � 16° � '- � I ` / �5's VERT. IN FUL�Y - - — - - - - - - i � MAS'RY WALL IN 3/4" � � � PO IED IN 3 4' 0 x O � I � GROUTED CELLS � 16" O.C. _ -- - - __ _ - - - - __ _ -- -- _ _ _ - - - _ _ ' I ' ' I `� �i ___ - - -- - - , I ' � � 1 '_6" 4° HOLES IN EXSTG. a� � � 0 x 4' HOLES � 16" _ m rn � r- -- -- � � VERT. SPACING, TYP. � ; o } CONC, WALL U � � � : N � I I - - - - - — - I ! � I� tNTERFACE OF NEW � ; I � � � � � � i � � 2'-11 1 /4" � t /2" EXP. MAT'L, TYP. � I ; , T.O.W. = 58'-6 I ; ; IAND EXSTG. MAS'RY I � ; I I > � +3. x o � � . L � � i � 3/16' o , , T.O.F. = 51 '-2 ; ; WALLS ; ; I U m � °' °' � I OUTLINE OF ROOF SOFFIT REMOVE & REPLACE (E) f- __ _ I J � I (MATCH EXSTG. ) I � � I I ; � 5 I _ � � L J r Q � r - - - i o - " OQrnt� YP. � BRACE � SLAB AS REQ. � ; ; ; I ; � I S1 I I � N a > .�� ' I 3/16° CONN. TS 4x4x1 /4 DIAG. BRACE ' ' ' � I � � I � ' I � , � 550S162-43 STUDS � 16" , , , , - I � � f 1 � ; I FO NDA O DIMENSIONS ND 1 I I I � � I TS 4x4x1 /4 COL. NOT SHOWN FOR CLARITY �• • , , , I I , I � � �� , I � ; I I � � I ELEVA710NS � � I � � ��/��0��\ I � � I I � ' � � � ; � BM. PKT. � EXSTG. STL. BASE f'��. i /4x4x0'- 7 W/ �i��i , , , ' I ' ' I ' � I �NALKWAY BM's., TYP. T.O.W. = 105'-2 (VERIFY) (1 )-5/8"0 x 5' � ' ' ' � � T.O.F. = 49'-10 � ��i � � � � I � � I � � EXP. ANCH. #5 DWLS. x 3'-0 EPDXIED IN I � � I I � I I � � � ; I (MATCH EXSTG.) � 3/4"0 x 6" HOLES IN EXSTG. � � � " � � � I I � � — — - - - - + - - - - - - - - - -- - 2» 4p z.. FTG. � 16" I � � I � � I I ; - - - - - � -- - � � � I � ' _ - - - - - - - - - - - - - - - 59'-2 59'-2 59'- 2 I 1 � � _ _ � � � � L - - J - - - - I i I I I I I � - - _ _ - - - � T. 0_ SLAB a e a I T.O. W. T. O. W. � � /4" 5 3/4" �ZT P5 & BOT. OOWALL L L - -- �- � i � I ' ' � I i � I NORTH � . �� . ° , 7" - - - - - - - - - - - - - - - 49�-10 � ��o�� <. r - - - - - - - - - - - T.O. EXSTG. FTG. ,-. „ � ,• <�i��o\ SCALE: 1 4 = 1 — r � ,,\ . � i (VERIFY) o � PLAN NOTES � I I � > L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J `� 1 . ELEVAl10NS OF FOUNDATION ELEMENTS INDICATED ON PIAN THUS: � T.O.W.=TOP OF MASONRY WALL T.O.F.=TOP OF CONCRETE FOOTING ` 2 SCALE: 3 4" = 1 '- O" �� SCALE: 3/4" = 1 '- O" THESE ELEVATIONS RELATE TO 59'-2 AS THE SITE ELEVATION AT THE NEW ENTRY SLAB. � �}•+ S2 S2 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING 1-+..1 CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. � � O � �..� 3. STEPS IN TOP OF MASONRY WALL INDICATED: � � Z r, � 4. CONTINUOUS CONCRETE FOOl1NGS ARE CENTERED BENEATH MASONRY FOUNDATION f+� SZ WALLS UNLESS NOTED OTHERWISE, O (N) (2)- 1200S762-97 BENT TS 3x3x1 /4 FRAME CONT. (N) 1200T125-43 TRACK 5. MASONRY FOUNDAl10N WALLS ARE 8" THICK NOMINAL CMU AND CONIINUOUS CONCRETE /�� ./ � � � � � � � SUB-FASCIA INDICATED THUS FOOTINGS ARE 10" THICK x 16" WIDE UNLESS NOlED OTHERWISE. � X X W X W X X � O x X � x v x x 6. (E) REFERS TO EXISIING CONSIRUCTION ( - - - - - - ), (N) REFERS TO NEW CONSTRUCTION ( ). T , 550T125-54 SLOPING TRACK � GABLE END v ----� I �L� � _ � � __ _ _J� r_ 7. DO NOT SCALE DRAWINGS. � � - - - _ .. - .. - - - N...� .. -T� _+� � ti � +'` k � L S50S762-43 STUDS � 16°. TYP. � . , , ^ SEE ENTRY ' ROOF FRAMING ' � F--1 � p� Qp p� PLAN FOR LOW ROOF ~ h h 5 a '� � Q�,� '� (N) (2)-1200S162-54 LOOKOUT �"'� � - - - - - - - - - - - - - - - I OVER TS COL.. TYP. - - - _ - - - - - - - - - - - - -- -- - - - -- • � ; . - - - - _ _ - , M a G � � #5 DWLS. � 16" � --�..- � � aJ �- � - - - - - - -- _ -- - --- --- - -- - __ - - � W ; . - - - - O c.� � �� , , ,n N �r Qm CONT. (N) 1200Tt 25-43 TRACK - -- - - - - \`SS ~ I TYP. SEE FDTN. RtAt�t - - -- - - - - - - � � I � � � �� - - - - - - -- - - -- -- - - - - R � � � � `� } SUB-FASCIA INDICATED 7HUS � ;_- - - - - - . � �6, o TEMP. SHORE LANDINGS. REMOVE - - - - _ - - - _ - - _-; - �- - -- - - _ - - - - - Xli - - - - - - � � o � .� � ; � - _ - - � o �_ EXSTG. TS COL AND CONNECT EXSTG. � I am � � ao c.i Qa OUTLINE OF (N) i200F I � - STL. LANDING BM's TO NEW CMU SOLID CELL ; ' �1, ; v � ' w �-- � -- --j, �� - - - - -- -- � . � � ,�, � i z z �l— - - — --- -- -- - - - - - - TYP� � � c� -_ _ __ (N) �5 DWLS. x �- � � 16. - - - - - - - I � i ; ' � TYP. HEADER: OBL : _ `O EPDXIED IN 3�4"0 x '8" - - - - - - - - -- � I I � � - - - - - - -- -- - -- - - -- 80057 62-43 W/ � ' � � _ _ __�-- 4" HOLES IN XSTG. CONC. WALL - - ; � - - - � I � - - - � - - � � � � , --- °°--- � � � � � . � � � (1 )-5505162-43 T & ' � o N �� , , � ; ; ; `� I I I � - - , N JL4x4x1 4 _ _ _ - _ _ _ _ __ _ _ . __ . ,. _ _ _ � . i i � � N �i- - - _ — __ —. i .i_ (1 )-5505162-43 K EA. . _ ,� — — — — — - --- - - - - - -- - " - - - - - - -- (E) ROOF JOISTS S`HQWN THUS , , �� N � - - -- - - - SIDE OF HDR. INDICATED I � � I Z I � L L � N OPEN 6- � ; ' - - - -- - --- - - - -- - - - - - - - -- - � � ; ; � O o � � ; ; ; EXPOSE EXSTG. STRUCT. AND VERIFY THUS (-••-----•-). � N � � CONN. W/ ENG. PRIOR TO CONSTRUCTION . � � � � � � � - � � , I \ i !� � I � I I I I ; ; 1 I� ' r i ' i- • � � #5 DWLS. x 2'-0 , � � � � - - - - - - - - � -- __ _ _ - - - - - - - - - - - - - - - ' ; ; EPDXIED IN EXSTG. ; ; ; ; � � � � 1 _ - - - -- - - _ - \y I`�' i ; _ MAS'RY WALL IN 3J4". � � I i i - - - � i � i n� - - - - - _ . - - _ `�' - - . . --_ . . - - - - _�' � � I S1 ' -- - - - - - - - -- - � - - - - � �. - - -- - " - -- - - - - � - - - - - - - - -- - - - - -'- - - - - - - - -- -' -' - - -- - - - - - -- C �� x 4" HO�ES_ � 16° _ � � � � � ' � � � x 8° NOM . CMU NEW STAIR ENCLOSURE W _ _ ; � _ _ _ _ _ _ _ _ __ - _ _ _ _ _ . _ _ - - - � J � ii ii i ' i i i ro I- - - - - i - � ; � � VERT. SPACING, TYP. � � r - - - - � � - - - - - - � VERIFY OPENING SIZES ' � � � #5's VERT. � 16" IN FULLY GROUTED � CELLS ; ; � � N 2 1200St62-54 LEDGER W ' ' ' " " ,- ' W/ ARCH. (E) MASONRY WALLS ; BELOW —��; ; �I �� ) � �- � � � � INTERFACE OF NEW � � �_ � � & BOND BEAMS � 8'-0 VERT SPACI G W -� ' - - - � � M � � � �i /2"4 x 5' EPDXY ANCH's W/ � � AND EXSTG. MAS'RY � ' � , r �� ; ' ' ' w , , I _ ' �SCREENS � 24° ' ' ' " __ _ _ _ J ` - - ( I I � _ vl (2)- �5's CONT. HORIZ. PROVIDE STD. I YVIR� - - -- - L � �_ - - - TFA I 1 I I 1 I I IA � I - _ ._ - - __ - - - _- - - _ . -I I -_ - . - - . - - 1 � � I , , � � WALLS , , , „ , ; , , , _ _ _ _ JOINT REINF. HORIZ. � 16" _ _ � _ _ _; � � designed by , � � � � r - - - - � � � �-- - - - - - � ' - -- -- -- - -- - - -- - - - - - - - - 1 - - � � _ _ , ' � � � � � � � , � � '-- ; , � � � � � - - � - - � � � ; _ _ _ _� � , , , , � _ � � � ` � - - -- - � - - _ - - - - - - - - - - - - - - - - - - - - - - - - - -- - � � : : ; ; � � � I-L - - - -- E ��R1hx30 - - - CONT. ' , ' � � � r , , , � � , { )- � ; � ; 1 ; i checked by - - - -- - - - - - - - - - - - - - - - � , - - - - � � � i � , � , � � � � — — — — - ---- -- ---- ---- - ---- - ---- - � � � � � � , � � � � , , , � � � _ � � ' ; :, ; � � ADD 1 4" FITTED WEB STIFFENERS TO E BM. � I �� ; - - -- - - - - - - - - -- - - - - - - -- - - - - - -- - - - - - - -a � � - -- - - - - - - - -- -- - - - - - -- .._- - - ISSUBd � � � � � � � REMOVE (E) POST � � ) I I I I � ' : � � : � � � (BELOW) � (N) BRG. POINT (1 EA. SIDE OF WEB) _ � J _ _ _ ; I ; ; ; �� (E) VALLEY LINE PERMIT OS /14 /03 � � , _ _ - - - - - - - - - - - - - - - � � � � � � � : � � ; � � � � � - - - - - - - - - - - - - - - - - - i i i � i � i i i i i � � i � i � i � �- ., i i i � i i i � � i i iii i � _ _ _ J i . _ _ _ _ _ __ _ _ - _ _ _ _ � � i i i i i i � ; Fia ' �_ _ . . _ _ _- . _ __ _ . __ __ ' i � F _ __ _ �. _ __ _ _ '� i i i � i i i � � i i i � i . _ _ _ .� _ _ ___ _ _ _ _ _ _ ' _ _ _ _ _ ' ._ _ _ _J _ _ _ i i i i r . _ _ - — ' . _ — . . - - _ _' — _ __ ' i i i i. ' _ _ _ .. _ _ ' _ . _ _ _ _ _ __ _ _ . _ _ i i i i _ _ ii _ _ _ _ _ _ - � i � li i i I . � � , � � � , � � -- - - � � � ��_�E) RIDGE LWE I f _ - � ! � � � I � � I I I ; � I I ; � � - - - - - - , � � ; � � � � � � � � - - - - - � � � � � � � � � i i � � i i i i I I NORTH � NORTH ENTRY ROOF FRAMING PLAN SCALE : 1 4" = 1 • - 0 �� HIGH ROOF FRAMING PLAN SCALE : 1 4•� - , � - o �� CONNECTION SCHEDULE PLAN NOTES: Q SIMPSON H3 PLAN NOTES: sheet 7 . POSTS BELOW ARE INDICATED: � NON-CONIINUOUS POSTS FROM ABOVE ARE INDICATED: � �B SIMPSON L70 1 . ROOF SHEATHING IS 1 " x 26 ga. STEEL ROOF DECK (WLCRAFT 1 .OE26). SlNGLE STUD TRlMMERS ARE INDICATED: A L 4x4x1 /4x0'-8 W/ (3)-1 /2°0 THRU- OO BOLTS IN BM. & (2)-5/8°0 x 5" 2• " O " INDICATES CONNECTION TYPE - REF. S2 FOR SCHEDULE. � � 2. ROOF SHEATHING IS 1 " x 26 ga. STEEL ROOF DECK (WLCRAFT 1 .OE26). EXP. ANCH. IN FULLY GROUTED CELI 3. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 3. ° Q ' INDICATES CONNECTION TYPE - REF. S2 FOR SCHEDULE. 4. (E) REFERS TO EXISTING CONSTRUCTION ( ), (N) REFERS TO NEW CONSTRUCTION ( ). 4. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 5. (E) REFERS TO EXISTING CONSTRUCTION ( ), (N) REFERS TO NEW CONSTRUCTION ( )_ , . , , . � JOB # 0304- 14 i � � � � � � _ � I U � �; i o ,� � ~ . �r � o � a � °� . __ -- I � � - ___,- � (V G` I - __ N � I I, � � � __- —. ___—'_'_ i • � � _ _� ' � i o _ , • r � �-- i 6L06• --� : � o. --- � I T.O. PAYEAS � � � • . • ' � • 3 --- — _ — � �-- I — � j_ ' _�------ � � �. 67.17 � �� - - . `• - � X i.0. YERS �61]6' _ O - -- _-- Y Lp. ppIEAS oc i _ ---- ----- . ._. . . . _ - . : 62.77' I +� u� .. . . . . . _ . —. � . _T— r . . i.0. PAYEAS i o� j C7 _.I � � • � �� ti I � _ ' �-0" QSP �� [ U o�e T. . DAIYEWAT - i.0. PRIEu : . . . . .. . . . . .. .. . . '. - S 5 63.1 ' 62.9M � � o .0. PAYEAS �j,p,p��u I rv, � . . YEU � Q� a io�eer�u rt.o' r�u �u.ver��s �s�.+� � � ` -- . �q , PpEAS • T.O.GAADE v T P N � i .... --- � ,i� � _ - , .:.. -. ... . .. . . ... _ . � r - 655' � oa i � i.O.W � � � � _� � �. . \ � I � � � 6i.0' .0. PAffRS �� iA.� g163 —I `� iA.W � ' bl'-10" " - , _ 0.09 T.O.W �!` � jl .0. ffIB �� • I � - 63, 10" - � • • • i.O.W T.O. PA • I Q - � 6 .2 � . . r�u T.�se�.o^ � _� i 5�,�, � • W j -- t.o.w � � � - — — �. --- � _ . 6s. • � U � I LO`► WER LE1EL SI T• : d'-0' fENCE(DESIG i • -- BT AAO� � 63.0' L - _ =��r--� , 67 6S.S ' 65.0' . , � �� i.0 ST PA J.O. j � 66.0' 2, � � o T.O. : � S.0' AND S95' . . AIFa ! • � I .O.W � ` 3.0' 63A' .W - I T. T.O.W I �S_A_.S i � o � c� E � . Q.0' �w ' W W " = 'n �o cMO m I N GOAADAAIIS i.O.W ' GW IH i.0. AYEIS N � � � � °D � n .. AN � ~ w x > a� 0o dt � � rnU1. v I 67.04' SBA' ° St.l2' ! � � � o ° _�o `o T.O.W ' � 1� T.O. PAYERS a � � > � v o S � T.O.W FA i SI.O• Bl UI) � I B.O.GUX E - I I � � I Z I �_ SS. J • � � � � S 51.96' - � T.O. PAYF�S � � N PAYE I .tt' � � — . . A�EAS � i ��.a.� � 4 vri \ TA. PA1 I � � O �p \ � J oC � �_$t� i.0. P 5103' I �� 9 . . . � � 5 T.O. PAYERS I `� � � OQ ' SS.O' . W p� 57.13� �- - = i � aC oC • • i.0. P RS �j� SIA .0. PAYE Tt. _ Lu Gp O • � i 6'-0 FEX(E - S � .0. PA ( 1"� �W+1 � O � - T.O. PAff �. � 2X .0. � v 0 V � • � fl0 6'-0" FFACf(DFSIG ' ; � J � St.03' BT AA(I� i.0. PAYE � �� G� � 7 1K �— �� Y 63--��-S SS:1 . . SLO T.0.1 PAYEIlS `r T,O, PAYEAS � �� .0. PAYEAS � 0, � �—� - -- �µ�CE(DESIG . A I'E TA. PAYEId t 5 1 _�u � � T.O. PpFAS g 4 ' I � , � � � �_�� SS "•� Y 551' � � T.O�. PAVFAS ' '•°• '"'�RS � 1 StA/' I� SI.9�' � � .0. PAYE � SS.tI I � TA. /AI�EAS q-T.p.�� v • T.O. P A ff 6'-0" F E N[E�D E N G N S S.0 1' �S �, . i.0. PA�EU �AIERS O � �� f �q � I J • i.0+PAIEAS SS.61' S5.41' x � SSlI' I I �t.u,ver�u � r�r�u � � �rAi�u ',I� � � PROJECT : 2308 DRAWN BY : KHW ' \ . D A T E : 09.23.03 . i • � � J REYISIONS : . ' PRICING SET • • . • � I � � � 23 SEPT 03 • !�I /� I I FINAL CONSTRUCTION ISSUE � � � i 8 OCT 03 ' / ' � FINA� CONSTRUCTION REVS . '—' • I 20 OCT 03 J / ' �� • . � I / __ _ __ = I PRICING RE— ISSUE i 29 JAN 04 � BUILDING DEPT RE— ISSUE , SITE DRAINAGE 8c GRADING PLAN — WEST I 10MAY04 A101 I . SCALE : 1 /10 " = 1 ' - 0 " NORTH ' i , - � SITE DRAINAGE & i GRADING PLAN-WEST � A1 � 7 i ^ � � � .� � I U � a O ~ v � � . v J ^ a � °� .� o � P I ~ N I � LL� �� h� � � 1 � O _ n � � — � � 3 � � 1 T� toe� u i o I • I -F� W � 6 � . � K 6t.11 ; � — � A TA. YEAS 61.7i' � i � a 6t.7P � P�� ,� / ; � 4 T•O.�PAYERS �� • • • i V •` • � ; � 67SI� 6tSl ! � i � o dt57' i.O.W iA. PAYfAS • ,� i.0. PA7Ea TA.W d � � � T. . AS � a• .¢ 1 �� 6151 � a.�e� � T.o.w ,� .�TU ver�u n ��` � -�� '�. ° bt. ' � � f0.16 eo'-o' � i.O.W 51./' - 61.OS —�-�_ � LO.GMU - � " ❑ ,�, • • • �— — f�. �•G� f1.7P � °� �S��A• �, ---- _ T.O. PAYEAS � „ 61. _�,Ip' _ � T �,p, pAYFU • i a I—�-- _ T.O.GAADE�' 8163 — 51.0'� _ I �S` ,°9, = ��p�� - 61L2.0�__ � i • I i.O.G Y i.0. PAYEU��X i o� • � � n � `�� I �— 6 605' � ! i I58 '7 �—� � I se.o� si.ea� N.o� � I �--_ 's' U \ LL '" . � „ s � l----_ ' � 0 � ' � ,�, � ss.6� � � • L P-0" FENCE�DESIG � � � BP AR(I� > � ��-Y' ' O 8 '�_J 4' I 56.6 O � Il" . . o 59.5' . AYERS iAO,PA At z W � � n � d' u B.O.W W " °1 'n 'n m ai JU w >° �on � +' T.O.W N �' `_� oV � � nr S8S' � � ~ W x > d O p �t t 1. . � � �i..�� I � _ c� WvUpnj � � 11" GU AI i.0. AI'EAS 52.75' j � � a � � >° ° � $ � I S2 f T.O. PA � I 511Y � •h T.O. FAYFRS S 7' S ��` St.l h� (,� 0 E T.O. AffAS �1 � B/ (N) - T.O. P AS 1 • i � �a.. .��. 1K � I � v~i � k�� ° 6.L� S. � il SI.96' St.01' t� � Q � T. . IlS �i i.0. PAYEAS iA. PA�RS � � � 0 .p I � � � .z:� : � • 6.V � . . . . . �r�u � `� .� t7 0 T.u. v� i i Q o � s�.60' � � cc 'I s2.o3, � T.°_rer�u ; � ■ � °° C r.o. rer�u `u —'' s � so. • � � "' 3 O� . W Zy, St.U' • . P . � ' � �C 0 .0. PA�E • S .OY � � � S , .tl' Sl0 i. . _ T.O. PAff .0. PA i. PAYEAS S' • � O�G � � .0. ff i.0. YER i. A = Y ; 52.03' .y `% � oL! � T.O. M7E I a, V � 50.19' TA. 4 T . PAYEIIS `Q . T.O. PqEAt SI./1' � S�•�� o ~ � O . . A7E Sl.M' SI.9/' '� T v TA. P��EAS 'I � PAffAS -� T.O. J L0. PAffRS T�pt .$' OSl' � o� SS.01' S . °�' S0.09 t' • i.0. PAIfAS �TQ�� i.0. PAYE �O PA�u . �'! �' � 1 PROJECT : 2308 . � DAAWN BY : KHW . . e DATE : 09.13.03 . �— � I � . � REY1510NS : ` � i � � ` • � " � PRICING SET , 23 SEPT 03 I � FINAL CONS7RUCTION ISSUI ! _ i 8 OCT 03 • � � I --�–� /� • • FINAL CONS7RUCTION REV� . • I ---- -8�50--__ _ 20 OCT 03 � . I I –_ –�, �� I 29I JIAN 04 - ISSUE �— -� j BUI�DING DEPT SITE DRAINAGE �c GRADING P � AN — EAST i ROMAYU04 � 1 A101 SCALE : 1 /10" = 1 ' - 0" NORTH ; SITE DRAINAGE & � GRADIN6 PIAN-EAST I ; A107 REPLACE fANC. PAVING I � WITH GONG. PAVERS 70 N OtES EXPANSION JOINT 1 �; - _ - - 1. ALL tERRACES TO BE PITCHED AT 2% AWAY FROM BUILDING. - � EXT'G CONC. �� 2. ALL TERKACE5 t0 BE 1" THICK QUARTZITE, ON 4" CONG SLAB — � � exrscoNC. WITH SNOWMELT. "r I� � � � R � EXPG EXPAN510N JOINT--� ADD STONE PIER REMOVE WALL A5 SHOWN. i 1 i i' nI 1 1 1 I I ' �� 11 li � � L 3• REMOVE ALL GABION ROCK FROM 51TE. ` '�� ATENDOFWALL � � 4. SEE ARCHITEC7'S GIZADING PLAN FOR SPOT ELEVAt10N5. ,�`' �,`��<<1,;�� F A C E F R O N T O F R E M A I N I N 6 � � — � �1 E%TG WALL 5. A L L 5 T E P 5 E X C E P T A 5 N O T E D O N P L A N, T O B E S T O N E ��, '� ��,r�` �;'<< WALL WITH STONE (IF NEEDED) � � (QUARTZITE) TREADS AND RI5ER9, 9NOWMELTED. �`�Y��«;��4 � —� — EXI'6TRAN5FORMER F--- BACKOF TREAD 6. FENGE TO MEET GODE REQUIREMENTS FOR POOL SECURITY AND CONC. PAVERS �r�:i� �y�r�r�� ,-�' � P�r� NER'SREQUIREMEN7FORINSURANCE. �Y� �-lfY " � � uuEhhr� L•�ATE � R = 10'-6" / / EXP6 WALL (NATCHED) OW �iT�i�trT4ir�� GONC. PAVERS, HOLLAND ,`_ . � < < � 1 I e° CANL. BAND, FLUSH DE51GN WITH OWNER PRIOR TO INSTALLATION. ' �'�'�i4f�i��'z \ \ — — — I I PLT6 WITH PAVERS . . . ,: .i �-{,i� „s;,:�; c - - STONE. HERRINGBONE T�t��ti`�1 �iC L �---- — _ _ — J :i:•i � - /i <: i . - . (SNOVJMEOLTED� LOLOR � �r1��!r`iii�ir�.` ��-' _ 8" CONC. BAND REBUILD iHlS REPLACE EXT'G 5TEP5 WITH i�4ii'-f'�4r ��,�-,=x EN7RY PLAZA 5EE PLAN - ' fANG. PAVER ON ALIGN5 WITH IN51DE 5ELT10N, SLOPING CONC. 6iEP5, SNOWMELTED. TO 6E 'YAIL BLENd' _ �;i;,?ij�� r�4`�4 ENLARGEMEN'fe ` � _. . i j - . � � - r � LONG. 5LA9 NATH OF WALL WALL 6ACK � SAME 1READ AND R15ER I i'Y�fi� r � - � T - � ' ' I ' SNONIMELT. 5EE TOWARDS DIMEN510N5A5EXf'G. � . �_ � L4.7 • ]. - 1 . I � - � � . ee I ;i�'�ir�i fi` r� . - �1 - - _ � l� � � 1 � . C I L4.1 14.1 ELECiRIGAL BOX 4, �4� : t I - i - ] - � STi-=ii z� T � -r . i T - - EXI5TIN6 WALL AND � �ai'r�t� f�r r r- � �� -+ � - - � "- - � - KEEP THIS SECTION OF PIERS REMAIN, EXr'G GRATE TO � ._ '�- y1�, �`�T4�_.r�i,x i i �� i »� i �;�}T-, �- - __� , __ j � - � � - � � - WnLI BU7 REMOVE REPLACE RAIUNG REMAIN i � 'i=i�'x'r=r''��is � � r ' F�l T - - I � RAtLlNG II GONG. PAN, 8'-O" MIN. �` r r.i i c r i �r. LONC. PAVERS r �« . i{ � . 1 -_ - � - - - - - GOLOR70 MATLH PEW(ER -'� ' r'�r�i i ` ` � 5EE PLAN � 1 :yT � f ��tl I 11 � _.� I .� L _ - - - � - 1 - b � II i�f� �i � ' G R E Y C O N G. P A V E R S i irir �i E N L A R 6 E M E N T N �,F 1 �; - 1-}- I - - 1 � , C - _ . i n �G 1 r��<<f� . '� �i� � � 1'f' . 4 ; i�; � � � ' _ -�r �- . j -_ l - � , _ _ WALK. CONC. PAVERS, HOLLAND STONE, HERRINGBONE STAND PIPE I II EX7'6 EDGE OF PAVERS �` �i'. i j F ,i. .1 I !r 1 � T f - � T I � PLTG PAi7ERN ON SAND (SNOWMELTED) - i�- c' �;' � i �r • ' il�-. � �rC � � k �` 171 � �` ' T � 1 r ~ - _ I. 11. 77 'i � 4 i r � x i r� c ' ,1 � - f l -- . L � �[ . 570NE 5TEP5 � � �� '� ',�,�� ' - - ; STONE 9TEP5 � .r r i - i.- r _ r 7 _ � � L._...__ r�rT�� n�ii'4i i' lL'�'i` I t �T� - � � � � 1 t i - I � BOULDERS PLACED AT � -- �i�itri� �r'rf�c.11��i i .- � � � . _ .(k��- j7 - � - �'y - - 1 � �. .i l iq 51DE50F51EP5 3R � 71/7' � �� f SIGN . i�r rri�iriiiii�TxiTi�� \ iy -1'�. .3 _ - � . ' . . . ' ' � � _ � � � � _ i - _ -.- _ ._ i_ IF... i - ._��L r 'j�l��ii�l�i',-4�' PLTG \�i i _ I ri . fANC. PAVERS, -��.� _ k'� � ' '-�x'-r�i �i� i i i r r,+,x c i � r r � - HOLLAND STONE, ��j� ` � ��,��T r'- HERRINGBONE PLT6 �� 2�� 4�� r'� 'ii PATfERNONSAND 6RIDGE J''�C -�s tY,: r .r r..r i � � � : z_j.�'-i`i - � PLTG r' �`�`'��; i c �'-J"��ST1�� 8" LONG BAND, FLUSH PLTG (5NOWMELTED) I RAILING � � - . � 15. '� � '._��` �i _ .. WITH PAVERS ALIGN WA4K WIiH ��1 ... - - �" � �� EXT'6 WALL � `�` i � R = 10•_6� 5TEP5 � NEWWALL I . f} � . � NEWWALL i'� � i � i,ii�:e4. 'ir c� � � i , _y_ GONC. PAVER9, HOLLAND ?4 i� i �� r��ri — RIVER ROCK � • r i , r � i h� PLTG � � � �� STONE WALK QUARiZ17E, ON 4" STONE, HERRINGBONE r i '� ' r �`i'i!r'�t'i x PATfERN ON SAND c�.�'iic` � �`i'i�'i7i"-�'*'- � � �. CONG 51AB (SNOWMELTED) �,i'ii�i; � � �; _ -�-;� - 2X PITCH TO STREET ?°--'� (SNOWMEITED) COLOR ��'� i � � "�f � — — — ' I � � r�: r i r i ��i � � ` • NARROW WALK IF NEEDED TO TOBEPEW(ERGREY . i . i .1 , ._ r -� "� FYfBE1WEENEXISTINGtREES c rY- i i „�r'.. 36" MIN. CLEAR � ��.r.�� r i �� r i'� ` � _ _ 7LTG �! - i � r i i � � _-: \ - ,�-� .if.r�i�� i� irrir�rl • _...w �' -. . �,�r�ii� � ��,�iii! i . -� , r�,.,rin�� r .r� .r�'r � CONC. SLAB EXi'6TREE5709EPRE5ERVED i i �=iT�'� � � � : 4r'i" ACCE95 TO STORAGE j i�irt �?r`` i � ri'.i!i�' ! TRASH ENGL05URE, - �: }'tr � � � i . ,� � � STONE 517TIN6 AREA, 4+�, �7�i �i � � � � ��,� � � 5EEARGH. PLANS ; . `� `�iiT f�� '.� `s�' �' f � NOT NIOWMELTED ET � ��i B L D G B N i � i�.i�ii� r� i_i, r � t j - ._� i_ _ - . iiii'�Ti' ' i �ti'riT{ik' ti � EX('G WALL. 5TUGC0 FINISM ( ) • � - ��-y��y �� ,�;,��yi� , ,i � NEW 5TEP9, 5EE ARCH. WITH 5?ONE CAP WITH J H ,�'�1,�i ' � ;,!��4 � .: ��o,�: DRAWINGS KAILIN6 • NEW STONE WALL RIVER W i, i�i�r 4 r r�i�:ti rc" � 5EE ARLH. DRAWING9 W _' ��x�� i i i 'r�� i � � % i j _ � �- � ROCK) S �b � _ ii�i�ii�.c i r � i '.ii�r r " ',/ , STONEWALK. iERRAGES nc ra- i� i � i�'r i GRA7E ON WINDOW WELL, L�j. � � i � i _ - -. x - i ' �ri�,`i' `i ��,'zT, `�i� . ., t0 BE QUARTZITE, 1" THICK 5EE ARCH. DRAWINGS - W ��iii �� `r4.'iirrr�r� -i ON 4" THICK CONG 5LAB �t � ��,r�� r�=. ��r�� - „- - r � rawing List � ��- r � i r c � i WITH 5NON/MELT I � � � � � r � - -� _ •% 6'-d' HIGH FENCE, TBD � "�_ � � ir' i � i r ,. � -2 i i �'i�r'�ii ��i�'r�i4`� �i �'�� ' � Z i �% +' i � � { �� NEW WALL 3'-0" HIGH, e r.��'i4�� r i� � . , zZ : s- >� -! . i'irTr .� � i r'�i�ii�� STONE (RIVERROLK) PLT6 � �. - = L1 . 1 Site Plan West Erid � i�{ir,�4� �� << Tr�i_ VENEERANDCAP - . ��- F � �-r�`��7ii4 ��' 60ULDERS i � � I E L1 . 2 Site Plan East End , � �r,�� r,� , ��„r,=�- " ��` a �1�,�;��,; , , i,;,,=Y�u ' P�r� � L2 . 1 Planting Plan West End i ', yi �rir�� i ii��ii'r PLTG PLTG � <<�� t� � � �,�.�-'� L2. 2 Planting Pfan East End ' '�``� '' "i��'�" ,L2 . 3 Planting Details . i ��,.�� ,� ��_�� BLDG C � ;,�.� �� .l 1_ r � � � `�Y �? � � :L3 . 1 Pool and Spa Area -i�'.5'��y' ' i�r�;Z if � PLTG 'l°.t, ! BOUIDER RETAININ6. "4��i s �i;ir,� i �. r ��'� � 60ULDERSTOMATGH �` � '� $�Tr . ,--- 'L4 . � Pavin Details �� ``l� - � `1 � � �� L4 . 2 Wall and Step Details ��",{i ��'r '�TI'' s \". T1 �iY � Trri44�i� . BW60b + �� PLTG 5PA 50NEF[AYIN6 ��\ � PLTG 'L5. 1 Irrigation Plan West End REMOVE TIMBER , - � � � r RE7AININ6 WALL - I „ 1 - - - �4 i4;r� i'i�'� ' i � � �. FIREPItSEEe � r i NC�W�LTED) ��; � �-L5 . 2 Irrigation Plan East End 'i�� r` � c i4ii� ' • - L4.3 '��_ i-7 �r.�7i �i . ' ;� - '�- �V' . rT r Tx� r` yEE PLAN ENLAIZGEMENT � � � � " �� :�i; i '� r FOR 5TEP5, WALLS, �3�� s� �, EXT'G SPRUCE TO BE a<<��'T i i'_�4'�r yPA, AND P00L AREA ' 4'F -;x t�.. � � � REMOVED ir �r rIi � : ." '-r��l�if � i Ti�r� :�� L � " ��' : r� 6'"O° HIGHFENCE� TBD ��i4��,. r � �x�i,r�iri� � � TERRAGESTOBEQUARTZYTE, I � � -- � \ / � � ,. r �5 , r�� ,,E� REMOVE EXfG �r � 1" tHICK ON 4" THICK fANC. � � ��t' l�j�Ti � , -ir-`�lj'��r' SLAB WITH SNOWMELT �" " _ L� �� -q ��x, \J � TIMBER WALI. ADD �r�� Ti � ��4f' ��'. - ...-� � � �," 3 � � t �� -� [" . �'i��, r�' c� � r�� ` � � ' _- �' 1 tD � 9" � � ; , 4 E. .. ROGKE WALL (RIVER �i yr�[�� i' _T��-�T ; ?� .rT � � : 6 � - 3• , 5EE GRADIN6 PLAN EXTGWALLTOREMAIN �r _ zS L �_ ii ' - (f PLTG . _ ��- _ .m---�, A6B(ZEVIATIONS ` ' ' ' ' � 7 s� � FOK TOP OF WALL r r'ci_ .l�r��r i i��i��r�rt� � �. . . �; �_ � '- , � � GATE . . r f� ,�_ � , , , -,: "" O ( t - �R ,��,; �_ ', � � ' � '�� a � ARCH, ARCHITECTURAL 'i`��r'x' rr`' . i4i.� :�r� _ . _ in ' _``s"� ` - -- _ � STONEWALL. SEEe - A. ..,._ "° t �ri . Tx�� i �' i i - r �riix �� • � s___. L�i2�[� ��_ AD AR�A DRAIN �r�x� '� f',r1CxTi�� ' y ` , t _� � -,..: :�� .,T- -1.� = L42 c'� [`}�Y�Ir1 r' r '�r�'r��L� �i . � � � ' '._- ' � � .,%k, � �. i ' _ �� C�t�f r�i� f lr`I`! - _ � --_' _ n !� �'rfr��-`� �; �� ; ;�� • , ,. , P�r� � t ., �. - , � `'� _ � � EXTG EXISTING . i�t��r4� i ci �i .c �� _ _ _; � ,� ��. '.,�, �, b � , �'� f =�� ,� � -�, 4 < <� �r�, , � >i� • 1:�_ � � ` - a =' „ r�r� �' _ CONC CONCRETE , •; ,_ . ,, i's i�} irix�� i r�tr i Yi i� r '�� - . , , . . , : . �- . �' ¢1 c _ "� _ � � 3'-O - - �i PLTG � . a. � � .�� , � 4 • 3._�� ... - POOL , � � �'�� '�yl r � ` rri rr rt 3 - ' • PLTCi � ' -, -. ! p � I � �`r; ,�=`r � � �, ?�; � t r�,_ P�r� 1W TOP OF WALL � � P�r� . (2� PIER$. 18" X18" X �ri4;lr�'b4�� J.c r� � �i�f � 42" HIGH WITH RIVER r ��`ir?�' � � t r:�'�r �r i ♦ - 36 - - i r�� r�; �i � ri1,::i t 't � i O _ _'. —.'_ _ � ��j ROGK WITH COLORADO �si��ri-i�c � �c r-irix Tr�� '� _ 3 BW BOTTOM OF WALL ii r� y ,.� t�� i �. � .i't4'�`��r� irr' `t Y . . BUFFCAPTQMATGH '�'r�xiti''y i �' r -��r �-'i ii'�'ixr�� < b ? `./"- . 51LL5 ON BUILDING da � b �,t,,.'r.-,, � ; ��7� ,;T .��r,�;� � � 3R � T' � TF TOP OF FENCE (2) METAL GATE9 TO � i t 2 _ � r r c � r � � ri� r�i� �� ri �i�X� i�� 44ry�� .-1 tO MATGH RAIL�NG ON ��'-��.�r.sY i� � � `i ��a i r�r�� rrl r • i- - . ' BUILDING5. 6ATE5 T��i` �� '� ,,=;=,i-� � �rt��-�� ° • _ _ . _ _ . ,. � �r� PLTG PLANTIN6 ARE FIXED IN THE OPEN ��i' �`�� ii� i t� iiT�r rlr i r i - � o x'. :'� r ., � ia , . z �r - - -�- ' � -. i ' B� . 2R � T' p�ITroH. �.i��t ��r ' . i � :i�r� c c :i.ti2. . . PROPERlY LWE _ _ '.: � _ _ _ -- — — — - MIN MINIMUM ' . !�1 t i ' _Ili"[ � i� �.�L � �� ' � � � ';t[�ti'r'ix�Tr 1 r r;r r: .['r�� - � � — . ._ . . . , . . . .. . . `F „ , r 1 i 11, �.1�1 � �r i � i�'i4� - ytl �� iiCY_-.�ir � 'r`i i' r`-� � �'r.,iY' c�� ,,. ,1 STONE 5TEP5 � EJC(�GEDGEOF :Sr7�i i�� r�i `i�i�-rr�,r �� . �irir��fr i r�i i�-Y _ .�r�i�x�.�i.'".i - PAVERS -�r xir i i�-� r � r � - r � �r� _L.�_I�. ir i . 60ULDER5 'LjS � �L� i 1 TI f ' � I �lt I' 11I' / / / �- : . � � �. � r i � - � ri 1 rti - i , . . 1T1 � Lt : 1 I ] Sa " -/ / / ., // . t��iri'Yfi ' � i !r 4ri��i` - . .!:i � !. / %j - � REPLACEEXTG5IDEWALK , 'i i ��ii . � t � � ii - + 4' �.'.c:� s'T' �- iir �X�`'i " i � ` rT: ' 1�'ir� �? EXT'G TREE TO 6E - % WITH CONL. PAVERS I REMOVE EJ(15TING HANDRNL LE G E N D 1� i r -7r � i � r ': i,�r' r-c.�ii PRESERVED. TYP. - �-;�, ' ' �, 1��J I , � , , ,1 Lrrl r- I� �' / EXI5TIN6 TREE TO BE PRESERVED I� ll L..I] 1 1 � :.. 1 �I �JI�j�.lYl L,�� Ij [ T !` 1 J -.f`' T 11'�I ` � / '" - 1 r,� �r ri i i r�a 1'tii �L'I� z � � � a � ti :rr i �r r -r� 'r -�r� �Tri ' � � 2� � �r i' _.ri " i �'. }�ti`c�4�� i �`iii �i t rf -r�r '�' ` `�',� r'�'i'�`�Trfih'�'i'�c��t . - � «.Y a< < < < << <r=�r< iz�`�'�r}`�== ��i � �i, EXI9TING TREE TO BE REMOVED i r �J r i ciii r r7 �t r -�- - � - � _ �r i1 � � i i _ ' i r�� i��.�r .ti � - . - • • . ,, .. i � i i i � r i i r-r'- r. , - - r c� � r � � r i i i � c4'-r i;�� i - {•siirZ rr�`i � i � � _ .'�i��r�a.ri• -ffrirri _'i�tc�'�'�i� . _ • . ._ - _ —-____ ___--__ -__ ,- _ - ____._.— -_.. r � r�r r i r � � � r. x r r �� 4�'i r � 1 r ��a�«_-,, � � ,i�. � � �� .�'� � �� •�� << �� - . „ . PROP05ED WALL , r . , � , , � � � � , � ��-�� .� " � .i �1Ti�� .�i2 'rit r`e i � n � �i�� i. i r . . x i. _ i ,--J .,i, r.'��a�Lx.x;-iT,�Y�f.�,��.�a?-,i=�.�'t'��-_� , r � - i: � • . � . � � EXI9TIN6 WALL Land Designs By Ellison ,M S I TE P LAN - W E ST E N D Date: Issue for Coordination 9-19-03 � Sheet No . ♦ V I L L A G E C E N T E R Re�,s�ons--P�,��?5�3__ -_� _ __-__-____ Final Construction Issue 10/8/03 _ _ . PostOlficeBox 1259 LOT C & K, BLOCK 5E, VAIL VILLAGE 1ST FILING - ��-�� 1=27-03 1 Awn, Color�do 81620 . -- - - � - - -�— �---� —� ---- - � - � - � • • 970.949. 1700ph 970.949.3288& WILLOW BRIDGE ROAD . - - -�-- �L �- �� - �---� - --� - ---� -- ---- NOrth into�lDbyE.com VAIL , COLORADO 81657 --- --- -- - --- --_ --- -- - Scale: 1 /8" = 1 '-0,� SLL PLTG • REPLACE 5TEP5 WITH GONC. 5TEP5, AND 5EE DETAIL 3 IE � L42 JR � � • � • . f EXTG CONC. LANDING �(T'G GONL. LANDING TO f � r � ., � REMAIN REPLALE CONC. 5tEP5 WITN REPLAGE EXf'6 fANG. 51EP5 - I I I � PLTG CONC. 5TEP5 (5NOWMELtED) WITH fANG. 5TEP5 � `� � � 51EP5 TO BE PARALLEL REP�GE EXi'G CONC. WIiH I�"� TO BUILDING A � I RAILIN6 ON WALL .� GONG. SLY�B WITH 5NOWMELT f� FOR GUARDRAIL. I, 1 � iI DRAWINGS ��\ y� '� • 7;s � I� PLTG '- �� i i I� ,.` ;�� ;i�i PLT6 • . UTILIiYBOX • -% , ' � '� I PLTG �� -� � PLTG � � f�._- � ,; .� r�r ��% I � %%% ' REPLACE EXT'G fANG. 5TEP5 WITri PLTG - �� ,/ 5i0NE 5TEP5 (SNOWMELTED, /i; 14 RI5ER5 TO?AL), I � b REPLACE HANDRAII � � . �� : `} . 5EE ARCH. DRAWIN65 NEW WINDOW WELL h - N � � 2R � 6" ;�i' 5EE ARCH. DRAWINGS � + �'�� PLTG �%. ii FX'f'G SPRUCE AND SNRUBS TO CANC. PAVERS, HOLLAND - � . � � �� REMAIN . _ STONE, HERRINGBONE - ' _ 3ca' " REMOVE EXf'G BOULDER WHEN � PATfERN ON 5AND - � (SNOWMELTED). CALOR TO _ � �i%� REPLALING LANDING. REPLACE REMOVE TIMBER WnLL BE YAIL BLEND' �� t` „ _ CONG. LANDING WITH STONE LANDING (SNOWMEL7ED) � / i . PLTG � � �i, _ . _i, ;. / 58.0 � ; � :i;; REPLALE EXt'G 5TEP5 WITH STONE EXTG MANHOLE � STEPS (SNOWMELTED). GOVER CONC. PAVERS, NOLL,AND '�. REPLAGE GONC. WALK IMTH GONL. BOULDER WALL STONE, STALKED BOND -. PAVERS (5NOWMELTED) PATTERN ON SAND -��: PIAGE BOULDERS AT 51DE9 OF EXTG PIER. VERIFY � (9NOWMELTED). fALOR70 ,,. I 9TEP5 A5 NEEDED TO RETAIN B L D G � UNDERPINNING WI7H BE PEWfER GREY , 6RADE STRUGTURAL EXT'G DR/�IN TO REMAIN EXT'G MANHOLE ENGINEER. REBUILD 5TEP5, � j . '-d �_ 5EE ARCH. DRAWINGS XI'G BOULDERS TO REMAIN 8" BAND, fANC. � '�- • P/�VERS, HOLLAND SUMP PI7, fANFIRM WITH /;_ STONE, HERRINGBONE ARCHITECT . � PATTERN ON 5AND � ' (SNOWMELTED). COLOK PI.TG PIPE TO BE INSTALLED FROM �, ' TO BE PEWTER GKEY SUMP PIT TO DAYLIGHT. / CONFIRM LOCATION AND �i I . REMOVE EXI'G . CONC. PAVERS, HOLLAND � ELEVATION OF DAYLIGHT /,� RAILING - STONE, HERRINGBONE WI1H ARGHIIECT � �- �'��' PATfERN ON SAND J � � �� (SNOWMELTED). fALOR TO BE � REMOVE PLANTING (MUG05 AND � . . YAIL BLEND' D��N� ARGH. ;. SMALL SPRULE) W � . . . . + --- L j. W - -,:. _ _ _... .._ _ ' ��(� " , S � � y � '� � 'I i W - �-' � � LAWN "a . ` " i fA -_ - }` l . �� Z - _ �` ;-� BLDG A �� . , _ � ' <,;, is:; U F � ,` PLTG AD PLTG 4 o �� 1'� �o °! �i � ' EXT'G TREE TO BE PRESERVED, • LAWN '`�: / TYP. �''.� Q-�i . - , PLACE BOULDER5 A5 SHONM • THIS POINT TO BE LOWER TO CANTINUE ARG OF WALL THAN E%PG DECK � TERRACES t0 BE QUARTLITE, 1" + THILK ON 4" THICK CONC. 5LAB � - -� � - - - -- F�(TEND TERRAGE, WORKIN6 WITH SNOWMELT '�'I --.- - , AROUND FXT'G BOULDER$ ij j .,Q.. �._ /' S' . , ha , ,�. _ e-'� � - % ��` ; — - - --_ � � • `"�. --- ' ADD 60ULDER RETAINING TO ABBREVIATIONS ; � ��" � � g _` ---- -- --- _ , � •S�`, - � .a PRE5EKVE GRADE AT PROPER7Y � �i- � �� , , �" i4 �O �_ LINE. �- , %n .=,1 �..i � i , ` � --- � AKCH. ARGHIrEGTUIZAL ,� �� ' �� %� � PKr� � =}- �" - - �B AD � � � _ J ��_ry� l • V 1 l. ' ..,_., _ . AD AREA DRAIN � ' P�r� 3•-a' PLTG � EX7'G EXI�JTING _ PLTG — PLTG � � � .,; � _ — , CONG CONCRETE � � � � , • � � ' -.,, TW TOP OF WALL �' � • REMOVE F�CT'G PLANTER b _ , : BW BOTTOM OF WALL � `� . � — — — _ _ _ _ � _ _ _ _ _ .. �_ _ _ � — REMOVEJUNIPER _ TF T01' OF FENCE ' -' + • _ � � � " � BOULDER RETAININ6 TO 5PLIT R/Jl FENCE TO KEMAIN PLT'6 PLANTING � � � RAISEGRADE. 570NE WALL TO MATCH EXfG `:• MIN. MINIMUM 58oHIGHFROMPAVINGaK, WALLTORG EEKENIND ,• ``'i • x , - .. _ ; � / LEGEND . � EXISTING TREE TO BE PRESEKVED �!i EXI5TIN6 TREE 70 BE REMOVED �`��-9 PfZOPOSED WALL EKSURVEYGCOMPLE�D6-P9-036Y , � INTERMOUN7AIN ENfiINEERING � EXISTIN6 WALL I Land Designs By Ellison �M V i L L A G E C E N T E R S I TE P LAN — EAST E N D Date: Issue for Coordination 9-19-03 Sheet No. ------ ------- -- -- --- ---- - — , � Revisions Pricinu 9 25-03 __ Final Construchon Issue 10/8/03 _. _ . ._ PostOfficeBox1259 LOT C & K, BLOCK 5E, VAIL VILLAGE 1ST FILING -- ��-- -- L � Z Avon, Colorado 8161A 9�o.s4v. noo�n 9�o.v+9.3zeerx WILLOW BRIDGE ROAD '"� ��° � - - - - North ' info�LDbyE.com VAIL, COLORADO 81657 �- -� --�-�- ��--------- - - �--- - ------- - -------- ---- -- _ ---- . --- --- _ Scale: 1 /8" = 1 '-0�� T� I - - � b - - grti�.F1 _ rj �5 F , % - - t + � ' — Fi� � 1� � �11 = �o �SS � � -�...-� r��Tr; ' � � � ► � ► � � � � � �;.�;;�� . 13 � SR— + ' �, �/ + � � 1� 1 ► � � +1 �IJ1L•IJILLI �y 5� I/1.2 ��1Zp►.4.N1" V��" i��r�i}J�i .�i�� 1 . 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T Z 1 �� . 1 I I�1 � �I i f ' � I S��[ lT ri: � i' �ri�ia c�Sr�rr`�'- r�� t�`i�'i: �� . �. ,.� . • . ii i4r,4i i , i �,� , , i - i i r i i � � � -_ ��' r��'i��i'i r�'� , .i t > > [,Y,-� > > «�Y'i7 r i i r i i t i i. r.l r � rii Y . - _ �i. 4� i.�,`r;�' c��:r.i��',��.�T�xrii,��i � r_.�i1i�i�1c��'r.�'s:��:�i.c.4r�4-; ,,,i : . . � • � Land Designs ey E�tison � Date: ` Prici�9-24-43 Sheet No. ♦ V I L L A G E C E N T E R PLANTING PLAN - WEST END - -- - RevlsiQ �i� I Gor�s�ruction Issue 1a/$103 _ � `�/ 71 ° Poet Offlce eoX �s5s LOT C & K, BLOCK 5E , VAIL VILLAGE 1ST FILING _ _ �'$��_ _ _ -- �_. _ �� . � ' Avon, Colorado 81620 970.949., �oo�n e�o.949.3288fx WILLOW BRIDGE ROAD ?=! `0'0�------ - - -- --- North Info�lDbyE.com VAIL, COLORADO 81657 --------------- ---- _----- ---- ------ Scale: 1 /8" = 1 '-0�� i ' t '} +' t . t t . t � ' �� }�r + , r r - - - - _ _ I � _ _ + I I } 7� � --�-/��`�` . ; + % ' ► - - _-_ - i ==�-f-rr+ �_f L_�, . i, } : ii � °��` i, �" - - . � � _ -- --- __ .__._. , - PLANT LEGEND . fl 1' : f � � � + + � t � � ' ' � " � � Key Qty Botanical Name Common name Size/ Notes 1� ` '� f `�� ` �, i t ' AG 4 Acer ginnala Amur Mapie 6' - 8' mulHstem, spec(men �� } ,� i � +- ' � � ,� � , � t }� � ,/ BF 2 Betula fontinalis Native River Birch , 6' B & B 1 � , � f ' r- / � �� CA 16 Comus argenteo-marginata Variegated Dogwood: 3' B & B � 4'-0" o.a � ' � , Gj � CK 28 Cornus stonolifer 'Kelseyi' Kelsey Dogwood 5 gaL � 2'-0" o.c. � ( � � �,� CS 35 Cornus sericea Redtwig Dogwood 3' - 4' B & B � 4'-0" o.c' < . � �� ' • f >�,. LW 36 Lonicera syring. 'Wolfii' Lilac Flower. Dw. Honeysudcle 5 gal. (� 3'-0" o.c. �. 1 :� � - + t � ; � � • PF 26 Potentilla firuticosa Yellow Potentilla 5 gal. (� 2'-0" o.c. + - t � `, , = ; . PN '� .a'1 Physocarpos opul. 'Nanus' Dart's Gold Ninebark 5 gal. Q 3'-0" o.c. ,� , • ,� '� } � %j P P 1 .B' P icea pungens C o lora do Spru ce 1 0' - i 6' � PR 8 Prunus padus Mayday Tree B' - 8' multistem, specimen �I pp � ` � p `� � t � �,�f , PT 7 Populus tremuloides Aspen 2"-3" cal. single I r. � �. � % PT �1 X Populus tramuloides Aspen 2"-3" cal. .clumyp . � �� " � PT °� ,8' Populus tremuloides Aspen 3"-4" cal. single � � . `� • PT 8 Populus tremuloides Aspen 3"-4" cal. clump I -.��z S - �1 � �`. I � RA 39 Ri6es alpinum 'Green Mound' Green Mound Currant 5 gal. (� 2'-0" o.c. _ f�,, `" � RD o� ,25 Rubus deliciousus Bouider Rasberry 5 gal. @ 2'-6" o.c. � t t I " 3 �� RF 19 Rose foetida 'Bicolor' Austrian Copper Rose 5 gal. (� 3'-0" o.c. � - RH 12 Rosa harisonii Yeilow FI. Marrison Rose 5 gal. � 3'-0" o.c. I � - � , /�- �� RR 70 Ribes sylvestre 'Red Lake' Red Lake Currant 5 gaL � 2'-6" o.c. / _� _ _ f :�: SF 61 Spiraea bumalda 'FroebeNi' Froebel Spirea 5 gal. � 3'-0" o.c. �'� y � � � I � T • ;= � SO 21 Symphoricarpos oreophylus Mountain �nowberry 5 gal. @ 2'-0" o.c: , ��G/r -�- � --�i � S S — ,� ' SR 35 Salix repens Creeping Willow 5 gal. � 3'-0" o.c., I � -/ ,, SS 35 Sorbaria sorbifolia False S�fea 5 gal. (c� 4'-0" t �I � � VL 8 Vibumum lentago ` Nannyb�'��iy �bumum 4' B & B, 4'-0" � � ' !/�� - �" Assorted Perennials I b�� p �.y '! �� ( � � _ _ + ,: ,� �� Pa7fli �s � � Iz " � � �, z" e�.n:�:f3� )_e � °- S �' nr,, = .: � ' � � � '� I . , + "' 1 MaT � '� S � b►+� IT hFILfNN1 � � - �� S'f��1.� LU6 � �+b GuI,ZIVNL AN� SI'� � w I +-�-t-P�IS- t �r . • �, . ' , / �' o � • �•� i'� N- .�cPh1� oV/tL . w . �yv PI ' , C ', 2 t � �''- �� r?� � S 0 b. ' W -} - � -� f, � • � : ' , A �' GENERAL NOTES AND SPECIFICATIONS uWi I t � 1 � \ r � ".r�""' .,� ' ' � � . W ' � .. T '� \.:l'. ` . . . . � ' �, i.. � 1 . See planting detalls aheet L.2 . ; - J . - _ +, „- . � 2. The General Contractor ahaN be responslble for tt�e instaNedon of 4" PVG sleev+ng under aN paved suAaces W which landscepe = i �� / _ � , / � inslallationa or irripation may be placed; includinp sidewalks, parking sudaces, and bike paths. Localbn of sleeving shall be recorded � I �. p � b y G e n e r a l C o n U a c t o r p e r a s e t o f a s-b uil t pl ans. � i / I p , : , '�' � � ❑ 3. All lawn areas shown shall be Installed as bluegrass eod in good, green conditlon. • . . t 4. That unless noted by the drawings or by technical spedflcaUons, all sod areas shall be separated from plantlng beds or native areas by I • • „ � !he installatbn ot edging. Edginp shell be 1/8' x 4' galvanized ateel tecked in place with three 12 inch edginp pins spaced evenly per � - 10' secqon of ed In Overla ed in b 14" and secure oveda in sections wifh 3 Ins. Ed i shal� not rotrude above ��'� p � '' . • � 9 9� P 9 8 Y PP 9 P 9 �9 P , surrounding flnished grade by more than Yl. ' ' . � � k/�W N : . ; • • , .. ' 5. NO substitutions for any materials specified shall be made without Lendscape ArchitecPs or Owner's approval. --- r, I r.�_ ( S 0 t> � : � + �'S� � ' 6. All disturbed areas not planted with lawn or shrubs are W be revegetated with neUve grass. Landscape ConVactor is responsible to , . + '` _ 6 / S F �x- � ` field verify extenl of dlsturbance; some disturbance Is within Town of Vall property. __ � . ' • � �,II ' t � . . . . ' - ' . . � ,t � -° 7. All areas to receive nadve grass ahall be covered with temporary Ircigatlon (rotor heads). I � �, , � / 8. All areas to receive native grass 1reaUnent shall be revegetated by sowing the Toliowinp seed mixlure, at a rete of B Ibs per 1000 sq. ft.: , , . �!� , , � � • 20% MouMain Brome • - ' • �- • - 'f' � � - -, °�. . . : � • 30% Blue wlldrye - A . • } _ % -�- • 20% Kentucky 37 Fescue � _�! "' - ' �` �. �� • • 10% Potomac Orchard Grass � T . • (4�� t , ,� ' - i.. �� ' t �� . 10% Timothy y � - ,�.. / � . 10% Red Fescue � - --1 . � ,4 . . . __ � + ' `� ,,-� • ?Y 9. Turf food 10-5-6 or 14frb orpenlC feNllzer ("Rich Lawn• brand w equivelent) sAall be applled b ail new �eeded areat per I t ` {� # . � � + r � • t � � • - t' _� a �_ J manufecturersspeclflcatlons. '� � f . } t tf) � — `I • 10. All hand seed sown areas are to be Ilphtly raked into tl�e aoil and generelly moistened. - �t � ' i.� t '• � , , „ , t -+ � � � t � . � \\� 11 . Mulch all seed sown areas wfth 2' - 3" of atraw or hey that is iree oi weeds. t • � � _ j� + n}' q 12. All reveAetatWn on sbpes preater than 2:1 shell recelve 'cudeX' erosion control blaoket or equivalent Instead of sVaw mulch. � � �/�N � � ,� • �{ t � 13. All straw-mul�hed areas are to be tackified with approvad organic.tackmer at the rate of 720 Ibs. per area. � � � ` _ ,. � � �' / � + + t �. 14. All plantlng shall be competed during the normal growing aeason; NO plandng should occur during inclement or treezing weather. - � � �`�"r' — : — — _ '\—_ _ , 7� _��,� ;_ 15; Itemove e�cistin soil at ALL lanti areas to a pso pos[ mix (7525). 3/� . _ -y. _. 1 I i Ip • Y� � i- {, B P �B dapth sutticiatt to allow for S° of rew to iVcwn 1 ��,�„� � p N � Topsoil/ compost mix to be ap�oved by Lw�dscape Arehil�t prior to delivery. Irtiga[ion to be completed prior to , I �.`, • � � ; � placement of topsoiUcompost mix. Do not contaminate or compact newly placed topsoiVcompost mix by henching, � � t d � _ � digging, or otLer consWCGon ectivities. 3canCy existing soil surfeee priw to the addition of topsoil to fam an adequete I�/�� bond For fmish grading soil surface should be a laose moist s�vfece. Plan6ng slwuld occw within 5 deys of surface �xeperalion. - • x 16. �andscape Contrector is responsiWe for the loce6on and preservation of all utllitles prior to beginning work. Adjustment of p!ant � ! material due to con0icts with utlllUea shall be approved by Ovmer Represenletive or landscape Architect. ( � 17. See site plan(s) for all easements, satbacks, transformers, or other properly Inforrnation of record. / : NuTt� � LoN � ' e � . 18. Landscape Contraclor shall submlt the company's written dceument regarding fts policy an Plant Guarantee and Replacement to lhe . � - Owner. Each Guarantee shalt canform ro the mfnimum standard ot reptadng all materlal including labor, due to the skkrresa or death of a plant (with exceptions), for a periad of one-year followinp the planPs Installatlon. Z2� Perenniel areas 10 be mulchad with composted peet 3hiuEe md trcea to be mulched with 2" finely s4redded hardxrood mulch Mulch all unplanted arees (between shcubs and tras �d up W perennial �eas) so there is no exposed topsoil. t 9. It shall be the Landscape Contractors responslbilily to conflrm a�l design cflterfa as noted by the drawir�g or technical specifications. � . Any dlscrepancies, deletbna, additlons, or alterelions W ihe drawings or specMications shall be presented In wriGng W the proJect 23; Lendacape contrector responsfble fw site cleat�-up at the end oCeech xrock day, including removal of all incida�tal hash � Landsca e Architect rior to installation. • I and debris, welks and oN�er ved surfaced t cleen, end ell da P P pa swep ptant meterial nnd equipment awred in a menner to 20. Aulomatic drlp Irrlgadon shall be provided at all new trees and shrubs. Automatic pop-up spray heads shall be provided at lawn areas. ; P��t harm end incwrvd�ience. Automadc pop-up sprey heads separete from zones for sod shall be provlded at perennial beds. Rolor heads shall be provided, although not requlred to be buried, for establiahmenl of all revegetated areas. See IrripaBon plan for head lype, layout, and other I specificatlons. 21 . A low vollage system(s) manufactured expressly for control of automadc clrcuit valvea of an irclpaGon system shall be Installed. System shall include an adJustable 24 hour tlme clock which will allow for automatic, semi-automatic, or manual operation; drpuit control which allows tor manual or automBUc operatlon; and progremmetiFe capabllitlea that aibw for Independent watedng schedules per zone. The system shall Include e reduced preasure backflow davice immedlate nf the water meter(s). I ; s � ' Land Designs By Elllson �oo V I L L A G E C E N T E R P LAN T I N G P LAN - EAST E N D Date: Pri�in�} 5-24-03 Sheet No. Revisions� _ ��fruCtlon Issue 1t�T187�3 Poat Offlce Box 1259 � � � . / LOT C & K, BLOCK 5E , VAIL VILLAGE 1ST FILING — - -- - Avon. Colorado 81620 ; x -- __ _ _. _-- L 970.949.1700ph 970.949.3288fx WILLOW BRIDGE ROAD -- ��j° ° �' -- - – - -- North n .com VAIL, COLORADO 81657 - - --------,----- _ __--- _ _ _ - ----- -- ----- - - - -- - - --- - -- -- -- - --- Scale: 1 /8" = 1 '-0�� e � o � � ► I � � . NOTES 1. DO NOT DAMA6E MAIN R00T5 OR DESTROY ROOTBALL. 2. WATEK THOROUGHLY WITHIN 24 HOUR9 OF INSTALLATION. �+► / 3. REMOVE STAKES AND GUY WIKES 2 YEARS AF7EK DATE OF � , d � INSTALLATION, PERIOD MAY BE EXTENDED PER OWNERS APPROVAL. i � . , � � � CROWN OF KOOtBALL (BOTfOM OF 1REE • � v , � � � NOTES TRUNK) TO BE 4" ABOVE GRADE • ► y � � 1. GENTLY COMPACT BAGKFILL; DO NOT ALLOW AIR POCKEt5 TO FORM. �� 1 � J � � 2. DO NOT DAMA6E MAIN ROOT9 OR DE9TROY ROOTBALL. � I � 3. WATER THOROUGHLY WITHIN 24 HOUR5 OF INSTALLATION. 2"-3" HARDWOOD BARK MULCH ` 4. KEMOVE STAKES AND GUY WIRES 2 YEAKS AFTER DATE OP , INSTALLATION, PERIOD MAY BE EXTENDED AT ONMER'S REQUEST v ► . � � � CREATE 501L SAUCER WITH TOP501L (4" MIN.) 0 � ` GROWN OF ROOTBALL (60TfOM OF TREE REMOVE TOPYa OF BASKET AND FOLD tRUNK) TO BE 4" ABOVE GKADE � BACK BURLAP WRAP I� � ` O 2"-3" HARDWOOD BARK MULCH � � ,�-- - - - - NONGOMPAC7ED BAGKFILL TO BE 3 � PARTS 901L; 1 PART COMP05T; U5E 501L � - ° � � �`�- °" - " �:� � � • ' FROM 51TE; REMOVE ROCKS AND DEBRI9 � . •.. .,. �. . � .. . . . . . . :... .� � . . . , .,. .. . : :., _�: ;: ;. :.: : . ... . ,. :,�... ..-...,,. . ' : - � ° -� ° � � �• � � � � � / CKEATE 901L 9AUCER WITH TOP501L (4" MIN.) i� :�, i�m - . . . �. � . . . � . . . � � : ,.: -=_ - -� �� . ' -- ;: ,1 `u�l :. � �, - :}__ .. __ _ REMOYE TOP Ya OF BASKET AND FOLD ,,� lII = ' • . :.�/ � i BACK BUKLAP WRAP � — UNDISTURBED SUBGRADE ; i � i. I ' :_.: �:� - . .. . � �. . . . .. . � - I — , �_�l ;_= , _ � -- i i • - ----- NONCOMPACTED BACKFILL TO BE 3 � ' �� ' .�� - SCARIFY Plt BO?70M . _. ,/ PARTS 901L; 1 PART GOMP05T; U5E 501L � FROM 51TE; REMOVE ROCKS AND DEBRIS 1; ;1 1�l = r� III �-� � , �:fI1 ' � � - � � - -- � - � . . � . ` � 'r:� , . . � - , I � �I r _ , � I L�IIi � - �i111 � � ; �lll��` ;� - �- I 1 ' PLANtIN6 PI7T0 BE 11/2 TIMES j � J lTf � � � ;_ ' ' � THE DIAMETER OF THE ROOTBALL, ! � i ? ,; _, � � � : � �fJ �l � �� , - 11�� ll �I1 = - _ � . � -- . . . . . . _ � � r , I � �1 � � 1�= �I ! -- LIII_ = .III — lii == [f��= ��l �11� - �Ii�1�- �� n.iw. - ; : .. . :. . . : �. : .. : . . : .. ,� �.: � : .� • I _ � _.. " - �/, E � ' ! �-" — UNDISTURBED SUBGKADE (3) 18" STAKES PER TREE, PLAGE SrAKE AT A 30 DE6KEE ANGLE AND � , � ` � � � -� ��I � ~ � : . . � DRIVE HALFWAY IN?0 GROUND: SECURE WITH 14 GAUGE WIRE AND A � " � � � �� ` �� "`� SCARIFY PIT BOTfOM NYLON TREE STRAP (12"-15° LENGTH) PLACED AT 1/3 THE HEI6HT OF - `—� r � i , � (jf_ l � (�� ]� 11 I�- � TREE (USETURNBUCKLEFORTI6H7ENING). � — -- = L �� ' �lll.l ��lilr:- ' , i � - ' llt - ' llTt� - IIII - � = I� ! � ' = L1� � �, � ; - � = _ ' - � -- - �-J 7 r � � , Il I --- PLANTING PIT TO BE 1 V2 TIMES f' � - � � I -� THE DIAMETER OF THE ROOTBALL. ll� ' � _ rr I_ ; ll aJ� -- 1�I �ll � -� �- - � �T - i��:�:� � l�l� �r _ �rl� �.i � �� =�llli MIN. `_\ .� 1 SECTION — EVERGREEN TREE PLANTING DETAIL �------- c2� 5�-0° 57EEL FENCE POSTS PER TKEE: DRIVE �T� ,�-o�� BELOW FINISHED 6RADE, MIN. SECURE WITH 14 GAUC"iE WIRE AND NYLON TREE STRAP (12"-15" LEN6TH). GUY WIRES TO BE PERPENDICULAR TO PREVAILING L2 .3 1 " = 1 ��0 �� WINDS (ALL AT SAME ANGLE THROUGHOUt PROJECn NOTES 2 SECTION — DECIDUOUS PLANTING DETAIL 1. MINIMUM R00T GROWTH TO BE IN ACfARDANCE WITH "AMERICAN STANDARDS FOR NURSERY STOCK" 2. PRUNE ALL DAMAC'iED, DI9EA9ED, OR WOKN LIMBS AND R0078. LL.3 1 " = 1 �—O�� 3. DO NOT ALLOW K00T9 TO DRY DUT DURIN6 INSTALLATION PROCE59. ' 4. BUT'fERFLY SPLAY BOT70M 6" OF R00"f BALL IF ROO780UND. `� � � .� 3" DEPTH OF SHKEDDED HARDWOOD BARK MULGH I • 2" 9AUGER DIRECTLY OVEK BAGKFILLED AREA (U5E . � TOP501L) ♦ I � / . NONCOMPACTED BACKFILL TO BE 3 PARTS 501L; 1 r PART COMP05T; U5E 501L FROM 91TE; REMOVE ALL ROCKS AND DEBRIS , _ = UNDISTURBED 9UBGRADE � -_ �� - _ �. ;� : . _ �'� . . � . - � . . . . : — � . �:��= . . . . _. � ��T SCAKIFY Plt B07TOM Jlll(��-- �i r ,T I � -ll�� L�l 1i� }-r � t _ � - _ I=1 _- � �� - 1�1 - --?�ill! ��1�= �� .ilf:�l� SPA AND POOL NOTES ,. 1 . Pool is existing pool to be filled in to a depth of 42". Pool to be repaired 5.. _�tone on benchss, steps, and coping to. have smooth; honed edges with_ _ and refinished as noted below, with radius comers. Add steps at north no rough or sharp spots. . � U 3 � � end. Verify depth with owner prior to beginning shop drawin�s. All 6. Contractor responsible for sizing, supplying, and installing all jets, filters, �-�,T E ; modification to pool must be verifled with owner before beginning pumps, heaters, drain lines, and any other equipment necessary for �a�RI� �7�pS ,�KO work to ensure compliance with contractual agreamenta wiEh other normal operation and maintenance of pool and spa. vJ RU.S ITY F� Nb � Nb � � o,, �e, ,�ti t; parttes. - 7. Provide (2) 300w pool lights for spa. _ (� hS SHO�a�l, ,� -�•' j 2. Spa is new construetion. 8. Pool lights are existing. Notify owner if replacement is needed or f IE I.D VE1�1 FY w� ,�M1�r� , �'' � � � � 3. Finish to be derk grey Diamond Brite. Provide color sample to owner for recommended. oN Lt�NtS• AN�H� • approval. 9. Provide thermal covers for pool and spa. Submit specification to owner for � I � 4. Water line tile to be 6" x 6" dark grey tile to match Diamond Brite finish. �pproval. " �5�� 4 _�C != p." +a� Submit sample to owner for approval. 10. suppty and instaN handrails as required by code. to r� ST�p� t y Z s k 11 . Contractor responsible for obtairfing aH. necessary permits and approvals. _ ' + � 3 � � ) 2. GONTP+A�G'ToP- Te . I'p� DVIl� 6 VN�hbliDUf7b .GON�W6TB VAUbT � ?GLK + 43.of ' �0 ' - �D �l.. PID� �ND Sr/� 6RWPMbNT hNh 70 R�6fioMM6Nh �2(e/� 71DN . � .- �It�L ^-6'U�P�U'MI, , �f'0 . Ok�{�sM1� .4t�►r� w�N06W�Rb I�I�� IT�oT sa tHe�'I Ntr� esS�N't P►.� µ -__ortR»F, c.wK 4E ,v�/�p5 • + �eb . -` SI.oPE �}t 14 fifi7' I �N ��•11� . • IPbhNTINb /khkh � �,8 W 5 �?k14R6��.I. ?Q, N!7tLL '. ` � '�Oh dP � � N �6 S $ . 5� � � sfioNE w/� N. � f V }� � \. ` �� ' -�ro-�� . , . � P+►tYlhlb g .� � 149,u ' tlil_S� n'. r ' e �' 3.n� � e ' i ' S ' • � 004r3f YET D� PINIn o ; - . a � � ., . - � �� . � �� 1 • � _ �- . I.EVEt, ��YortD � _ �r �� _-�Fs�an�zeP�S h1 �� 6 StC �} a ��y� � �13 � U� {---- ;TFCI Y � �7loK OF 4 I2 gR �Q�(HN ►7 1, � vJltTt� �l ri `" � _ �'v , ' • : �� F�� phN� we►. 10 - �I 6-uRMJh�f� I �. - �„5$. 64 . + 1w S4 , 1r r Wl� bl. �� L6�LE �� . �vu � .e4 ,. ' .; , ,. ND7E '� Poob G� �Zn�,R�1op, to PWOVI�JE � -- '� � }, .. . '�++ ; � • : Sp1aP D4+/tW1df9S I�B�'°--�OC- M9FJIF1(�110NS � •ab �. e , � • f- /� 3 �: -- ? y , o - �eKD �ot� -S ('A�� SFit SWTIDNt oN , g �h . . nD -t �� . . _ � �� , � -_'1'MIS S.H66T /c �t.E 1'0 ooNVIFY OCSIbI{ �o¢,, . w W 't N. ' gW Z � , _ p „ - s`POh1E phb �� ,� p IN�(�H7 ON6'{ - NnT fOp GeN3TfwoTloN � �/' � � � ,• f, +�--- - pl � bt'� �eG/� T� d ° : - dN h r° ` __ ..- . . lZ" � 0 . THIS WAU. , , • n' -STL� h�'YeNh � � 18 �� a8� �- buNi7e SN � u. P � 1 ' !e � '- � p� � � : . ` 'j'Nt 5 8� I � �. �"' - 'y . � a � . � _ . . _ : p v �Y� � . _ Q a t � h�7� t d ' •. � 1- GP P 1 .b I " _� �' i oF+o� � � p�6�I�HtS UtYI' yl -ce � oN Q� '= b " � , Fs k� �l, plETwEEN ` , � ' � i YJkLG-.Pchlf) -&U.N1y� a � � g �N �N " j -S1�6�+1. - . . � ° • 4 . Q r * ' . ` • ; , ` � . • � • . � • . . . . . . • s � I b '- ; ' , . P� hr+ tit4a �L : . � ; � • _ � f--�'kitS S�vT1oN oF � po t o S 1' /� ° � 3; wT,� �t�ru6 P/dNcILaL e I�Ete1� I . -- �7- lAr�tLti �ND , �F1ov� -�I `9 � - � _ IK G60S6 T" G w�u. hS p+cs �g � e . --��oNe C QuM�T �zI 'TE) oN ��no � T - `SE$ S '�hU4TU {�hL pr.WpS� � _ . I ;�: p6k� TiNb -�a.lS�bl b� � � N � hh•JrIN�6 pqEHINb , . --p1�LT3 �OGRTE �IfA�I�G-- - - - - "1.. ' , 6 S, I -�� • . � � � / _ �.11h� P IT : ` ` ' . . 2 _� PA SECTION A - A � � e � � - � . _._-_ ; � . !�_ ,__ " L3 1 � �2" = 1 ' -0" ' '\, . : ; , : � � . - - - - - -J � � -_ . , ��r , ' f _ S1nwE w�� 13ENiNn ^ / � M itN D I�ft I L. \ � � Y �\ . _ -. .� ' _-.-��._ . _.__ `� 4 S � EI'S INTo Pool. � - - io �1 �• r�SEa , �ti" - � Ir'l�Rb . ; . r -1 '� _ F -._goUl.p �P-S S � T /° t" pov � bet' TH � b " ~ � „ % _ SToNE � Qv� RTlt?E ) 'C11 �AbS . � ,� _ - . � pr�,� oF w� � � poo � ?Erv�ko� �'� � . � ' 1 ST � r+ F ( �l �nwttiiig ) ; I � ; . �( pv � N GoN� • S �� g � � ' . \ S7oNE (,QUItM1l11T� ) (: SNoWM6L1 � h � � � . . . . - � � _ � . __ G � piNb i' � - • . . : .. . : : : , . ,. . . : . . . . . . . r ` . . . :la ;� R 'b �r •Tf6E � •^ ? • �►+A'7EP- � � I.fVEI. . �� . , !s- -. _ . _ . .. W� TEN uNf " _ . , � � , •� �,, ' ' . - _ ' • Na,r�: � , - i � , sran � dK (3ENC.N . . . . . , . �' . . / \ : .. . . . . - . pvol.-ro H� �stor�� GqtJ�f'tPf�`i� ��°r'r' - • . . . � -� , . . - . . , • . . • � • ` • : � . . .. . . . : .. .., � . � G� 51's� ��N�� , • . . � .. _ • • ti ' -kLT' t, ' � - �3�N.LN �E� RNb � _ , . . , i . 0 I `' - � . . . '. .. '� , 10 b" ��K ' �f 4VrU �d , ` ` . o t , + , a : , . � , a . , , ` , � 1 � , � . . Srs Nr ,�v�N�� -- _ � � _ - - ?'- o ` \ '`` _ STori� ( duRhT2lfiE ) OK � I.00 �. r j � � peNL � �a/� VEWt� __ I� � bi (n ; � �o�pEhs� ` 3 � PA SECTION B - B � 1. �. .-_'Y° _ ' . �^ L3 . 1 1 /2» = 1 ' -0" 3 1L 1 _PQQL _A[�D _SPA AREA PLAN ENLARGEM.� NT - L3 . 1 � � � � r i � - o �� Lond Designs By Ellison ��a Date: Final Construction Issue 10/8/03 Sh2et N0. . ♦ V I L L A G E C E N T E R P_OQL ANQ SP�A A.R�A Revlslons: 1,�� - � - - - � _ ___ _ __ Poet Offlce eox �s5s LOT C & K, BLOCK 5E , VAIL VILLAGE 1ST FILING _ _�1 � b_n� _ _ Avon. Colorado 81820 - __ . _ - - - --- -- -- -- 970.949.1700ph e�o.s4s.s2ear� WILLOW BRIDGE ROAD -- - _ _. _ ----_ _ .._-- _.-- ---------- ----- -- __ _ __ L3, '� Info�LDby�.com VAIL, COLORADO $ 1657 l ` � , / � • r -- - - -- 5' T � NE T� tLf+-kU� / , i N � 1E � • : phv �t+-) �oIL � 1LIVEWi4 "( . �'� b � . . . :-: ;.: : •: --: . . . . . . . . . f � li T , Hol.�hH� srcNb wgMw� x 9P, M� r 0o � w, . �. .' rkJER.S - fo.(� Wh�4�s A�� 77p, ,,k� � � _ o �� wia� wnU� t GoLoR- Ari NoTEh oN (�4kN , ;� � " ' ; I � A` " $ah�B"N i` � I � : I � ' No�l.k �in S7a � E ( 9.Sw,w �. qSMw� x (� o « � .__- � Pa � Et� To �6. pl.ltvth oN . � oNG� 51,�lA , i � ;, � � (,o�jor �'o �y'� " ��IL $ LEN►J " k�I''MN � t�NS �` IB �t� � g E p�� M SI.TE p ) v�l tTW I - i i�,. S p�N I� I.� V4�U N 6 • � � , ° , 1 � � � � ; , �/tV �(kS 1'a i�� 51� N� S �T t I � � �� •� � I ; W ITH I°� MAI.OG 'GpbB T "( pl�kl. '� 0 o1L 'f 0 'ul� t wALI� . hNbN �. 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