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MAX SLOPE``��i��„ � /� ---- \\�`. \`��`.� ```� � 79 75T6 0 W. PROPO�E�BOULDER �` �.� \ ��`. s �� 2•1 TYPICAL 8��, _--- --- ` Q ��� ` ` RETAINING 1�' o / ` �� --------------- -- HEATED '-- ----- ---� � � STUCCO�'�CED ��` � \�` �� i ONC DECK' / �� CONC WALL`�� `��� `��` ��� � �`-- � ' � / _ � • \ �` ` �% �\ � �� �� ''8��.D T.O.W / `����\`` jee ���` ,__ -----�-- - ___ ---- -- e��S �`��` 79.73'�:0.yJ, ,`` � � i '�s,__ - / - ' -�� \�,� '•. - ' _,, e � �� �, - `` ` ''� ,,__ s / ___- --- __ \ �i�� , �� CR MECH�� / 105�-5 3/4� � /� `�� , i � � ,_ .- -� / � (32-5 3/4') :. 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LOT 7 � � �? i� ���� ;'10" CORR. �m /� �C � `. `. / EXISTING GARAGE � �� ; � ����j/MTL PIPE _---- m 68Q w" � \`• / ``�� ^»" BOULDER �tNALL . �� �Y. �.- `�.�` �3C � �� / � �2 � i ��------- ------ T.Q.W.,, / � �� � �p % � � � 67�-11" 71—1 �\ /� � � � _,� \ ` � '/ �^_ °------� i i �� ANDRAI � � \�` ��� �� _�,,.. ��"�J i i � / `� �� ��lj � � \` / , // / / , ? \ / `\ \``` o � O `\`���- '�' 8 -----" ' / � �� i '' T Q W» �G 8'i 6 � \ ( _ /`•�� •�� / `_"8670''� ��� .' � . '�., s4-o _ .� � � \ � � � -- - '/ Y�______ \ • `� • 1 � \ i�/ /� i�� � __ _ 64 /— ` �''9S+ \�� `�� 68 � � � �� i `` ' / � s '_---'' ,' �i ///�i � 63�-5" �, C � �`\� r `\��� ```�� _ _ MAX SLOPE: �..�,,.� 1 2�1 TYPICAL CC` \ ` RETAINING W,�L �� �� � �'� �'� "� �5 63'-4' ss s" 62 \, s7��9 � --\ -__ � `�`. •� / -'�,�.�,�_• �`\W/ ROCK FACE � ����/ � � ;' :� __ ---- .., Zc��.� `V Q 3i4„ '- v, ��` �ss :� .'� ,�' ' `� � / r � - � '1 � � • ���` �� 7jT- --64 _ , ' � ;' � ' -------8660 �� ��sa 9'-11 3/4�� . \ � � `� / .�„` � ' ��/ �-- --- � (� ���\ �`\ .�• ., Revisions• �� � x� -' -'' � 54'-s"r o w s'-o^ 92'- ���' ``, 64 � BUILDING 03/15/O1 ,�-' ,- r.q.w „ • -------- -_g ��. ` �. ✓ � / / �.- : s1-1t w �` � / � ,,, • r o w • , T o w 59'-0° � � , PERMIT IS SUE � � �� 8'-10� M� � ' 6� � 59'-4" ,' �' - --------- ---- ,-' ---------- �P3 � T o w HEATED � P '�•�� •�? ; � REVISED 05/14/O1 �1--- � ,�� � -- --- 58'-s" , 5 '-o" CONC. DRIVE � ���, � � , ,,, -- , ---- �'�, • � � �. � coNC. WALK 9'� ' � � " BUILDING OS/18/O1 -p � /,'� , .-�' --- -____ \� 0� �PERMIT ISSUF \ , � � / �, ,,,. _ . 0� / /' ,, 5� � • 4_9tl =-- �� � :� P� \\\\�'�. \ s� ,� REVISION 06/14/O 1 �� \ �' � /�� , �'� MONUMENT 54'-3" y ^��' a �� � � � \`8 � � \ �,-'� 6 so . '� -''�� � �o � � �P -f----- _ _ � Se � REVISION 03/26/02 'O (E) TV i', �/ _-_ i�// --- _ � T 0 W 55'-9" Pl T 0 W. 54'-2" $3$ O `\\��� � PED. � / . - -�" - ' - --- --- - � � ------------ ----------- �6' - �� (E) ELEC �c � ;�� ;' � r o cu �rss � � � - PED. � � %�\�` � % �� ��,�'�' (E) CULVERT - 6" PVC INVERT - ELEV. 8652 0 '�� �� % :� �� 53'-4 `� 18" CMP INVERT - ELEV 8651.0 � � ,9 ��j 1 � 3 � T 0 CURB tr�,�D � -- - -� � O ��1 �"�� �� � STUB EWER �� / i 53'-6" 53'-8" � 53'-4" `f' - ��` (L o� CQ��` � _,�_�'�'� . � � ` ° �S�� �.J sfW � �S8 � PROPOSED 4" C-900 �Ss� 53'-a" _ _ - - ' l' �\\ � `��� 'EY' S � L' WAT ,. SEWER SERVICE � _ -,_ - (E TE �2� �E� 2,� war � % sfw �;' / _ \� ' S ' . � PED. �� ��. S4 - seW� 4' WIDE NON- D o���� i9 \`�` 'T'(Jl/1/�!1 QI� VAI � � S ERG ''!� ��e � r - CONCRETE PAN W/ 0 �� L � 7 �� EXIS `� A , � wA ,sE � SEW WA� _ � � P`' WIDE X 6" DEEP TRENCH, � \ �''p�"`�,t r�r° ` � FIRE YDRA �� � GAS �� ' �I, � W� WAT /�-E E���ANI��E CENTERED COVER e �`, ��`-�°' �--�OIEW `�• � ,� TRENCH W METAL GRAIE S�� �-, ����. ``� ��1�lC�T�4 = 35.3� . ,- �qS fLf� - W _ SE _ � �VAL S � , e�r,S O,%�� 170'-PROPOSED 2" ,.'� � �� C J'' GA LINE ��`\ t�D A[�C � �,�D I US = '�JQ�,�� ,:� WATER SERVICE .�' , , � �F pSPHAL� cAS PROPOSED GAS � � E ' ` DAT� �._ .N( V'�� � EDGE CABLE, AND PHONE � � ,, , , qs , � � - SERVICE. � � � Ct-tO�� = 3�.�03 � � � �. I � f E`EC/CAN��r`'�E / , IN SHARED TRENCH �\ `� �� STAFF ' ' - , ,i " AccESS , -- N ����I�� _ � 1� � �,S� 1 O�� � � : .� , EPSEMENT � `\/\ 132�1 '•, Date: 04/16/O 1 o � . � �/� ' � �� AREA IN�ICATES � '" ` �0,,W -�^�''r `\\�� `ti � o � 11 % � 20 �y �.{pl'CHE��G � �, /' o �g � /' i �-' ����� - �� 3� ��O � � ,, � NEW PA �, � � ,�-' � � j'�D� Pro�ect No: 24010.00 � �I _ ;'� � 20�SETBACK DING ��\ � � t'�G /, / `.�\ � � 5�� ',,/ EXISTING EDGE \ � `/✓ � T,�I�l. - �S.��O , � �� �\ EX�S ENT �-` �\ � OF ASPHALT ��� c�t �+ : P A�EM . � ,/� � , _ , — Drawn by: HL � � �, � �., %� '��� , '— � �"� LO T 4 ;� �� � ;.� a �'�.,_ _ ' �'�--` �! ���, , / ; ''� �� �'����� �s����a� Checked by: JGL :� ¢ �` � / ' �� �� ��Ff ij_' � �fE�� � � � '---•,� � / � .1 f 4' ! r \11 t R � ` ' � / '� /' \ � £,� � ' l �`� 1� ���� �� . � �{ \ 3 /`/ � � Y F S eet. � 8 � � � 7°3 , -�`�� � ''� NO{��'I-I j�,cJtS� � , � �� o � . N ��� _ ��'"' � �--�c.,� � � ' --------- -----�:,°`� �3$ � �0�,��1 ��� �.� �� � f �� � ���� 0���1�1� �1���l sl � � -- _ � __�---- - �., ,�2.¢� sc���: ��� = �m�-��� �� �' • a � � __ a�_�� � �� y_ L OC 2000 SMA a. � � � � � � � 0 J WHITE RIVER NATI ❑NAL FOREST IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared _ S 8$°34'll" E 1�4,��' for R A NELS�N & ASS�C INC - - that it is not a land survey plat or improvement survey plat, and that it is - -' not to be relied upon for the establishment of fence, building or other future o ir�prover�ent lmes �n ❑UND M�NUMENT #4 REBAR AND YELL❑W PLASTIC CAP I further certify thot the improvements on the above described parcel on _ _ _ __ ILLEGIBLE this date, 1/4/02 , except utility connections, are entirely within the � - - - - -� boundaries of the parcel, except as sh�wn, that there are no encroachments � \ BUILDING SETBACK i upon the described premises by impro�ements on any adJoining premises, except os indicated, and that there is no apparent evidence or sign of any � PEREMITER ❑F RETAINING � easement crossing or burdening any part of said parcel, except as noted � WALL STRUCTURE � �� �- � � �.�,� _�,�— � � � M�chQel J. Po � . � � ` � I Colorado P L S 30116 � I � � � Z o.� \ 15 0' - ' - � 150' I � �oo � � 67 ry N � � � O Date ��°:�-._ , � / 6 � W 1 -' � I N � ° ' � / O � FLQOR E = 8690 8 32 3 18 1� r � X � 0 xPEAK El �8705 3 � ' N � ' i O 4 3 $ u\ I NSULA71�N I � N�TES. � ^ � I -7 - 1) DATE ❑F SURVEY 10/17/O1 ~ / I ^� X PEAK EL� e695 0 DATE ❑F UPDATE 1/4/02 24_Q� O u�o INSULATION PEAK EL = 8700 B� � W L❑T / 3 1qg u\� INSULATION �v � / �, 2) SURVEY�R HAS MADE N❑ INVESTIGATION ❑R INDEPENDENT SEARCH F�R � � � / � EASEMENTS �F REC�RD (❑sHER THAN PLATTED), ENCUMBRANCES, L�T � � o RESTRICTIVE C❑VENANTS, ❑WNERSHIP TITLE EVIDENCE, ❑R ANY �THER � �� Q � Zoo, � J FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCL�SE � I I WE�KINSULA86°N 4 I � U� 3) NOTICE ACCORDING T❑ C���RAD❑ LAW YOU MUST C�MMENCE ANY LEGAL d- ' � � i � � __ ACTI�N BASED UP�N ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS ° � (n I o � PpSSIBLE CULVERT IN THIS AREA, AFTER Y�U FIRST DISC❑VER SUCH DEFECT IN N❑ EVENT, MAY ANY p 2 0' X2 0' PIERS s ,�oh BURIED BY SNpV AND DIRT ACTION BASED UP�N ANY BEFECT IN THIS SURVEY BE C�MMENCED M❑RE f � CTYP ) THAN TEN YEARS FROM THE DATE �F THE CERTIFICATION SHOWN HEREDN � � I I � 4) BASIS �F ELEVATION CP 'L❑T 3' PER ALPINE ENGINEERING INC T�P� ° J❑B #46255 DATED 2/16/2000 EL=8657 35 m i I �J 5> BASIS �F PROPERTY LINE L�CATIDN M�NUMENTATI�N AS SH�WN HER�N � L�T 3 0 �� coNC ,� / (� �� �v VALL J / 1��U i s' R�CK WALL � 484 ACRES � � � � 6> BEARINGS AND DISTANCES AL�P�G PROPERTY LINES SH�WN HERE❑N ARE c�oT 2> 21087 SQ, FT � � � AS SHOWN �N THE SUBDIVISICN PLAT ❑NLY A BOUNDARY SURVEY WOULD \ I i � � ,�v-� BE NECESSARY T❑ DETERMINE THE TRUE DIMENSI�NS ❑F THE L�T AND i i SETBACKS, WHICH MAY VARY FR�M THE PLATTED DIMENSIONS � i �� I / \ 7) P❑STED ADDRESS 814 P�TAT❑ PATCH DRIVE i , - " � i 8) N� DRIVEWAY FOR L�T 3 AT "IME ❑F SURVEY � BUILDING SETBACK � � j�/ �• � 9) 15' ❑F SN❑W ❑N L❑T AT TIME ❑F SURVEY, S�ME FEATURES MAY EXIST I , i � \ BENEATH SNOW TNAT ARE PJOT SHOWN ❑N THIS DRAWING � � I / \ 10) MEASUREMENTS TAKEN T❑ PLY'�/��D SHEETING I �� �� 'O � S 51°56'18' W � � , o. � iS�OO� � ACCESS EASEMENT� /� � \ / i ELEC TRANS � � � EDGE PLOHED DRIVE F�UND YELL�W PLAST I C \ � � � � i ,� � CAP AND REBAR s i i / O�� LS #15710 � J � � / / / 1�2• F I RE HYD� PHONE PED � / / / / 0=40° 31' 10' � , ' ,�� / � �' L�T 4 � O�O R=50, 00' Zo� /� � � �� � O �� 0' 20' 40' 60' L=35, 36' � � � T=18, 46' � � ���� �� CLEN=34, 63' --- ---�/ BRG=N 17° 48' 10' W � / 0 P❑TAT❑ PATCH DRIVE � � C 50' RAD I US R. �, W. ) � � 23 59°3z'zl• E IMPROVEMENT LOCATI�N CERTIFICATE , / P�A I N #�SNREBAR L 0 T �� B L�C K 1 J CIN ASPHALT) �/AIL\ POTAT❑ PATCH JAfd 1 5 2002 41199 HIGHWAY 6 & 24, EAGLE-VAIL � T�W N ❑� V A I L Po BoX ,23o EAGLE CDUNTY, COLORAD❑ EDWARDS, CO 81632 UPDATED 1/8/02 M P�ST (970)949-1406 B K B 10-27-01 JOB No. 2724 WHITE RIVER NATI ❑NAL �❑REST — -.— — S 88°34'll' E 104,00' 0 � ❑UND M�NUMENT #5 REBAR AND YELLOW PLASTIC CAP �-- - - - _ _ _ ILLEGIBLE SURVEYpR'S CERTIFICATE � � BUILDING SETBACK I, Michael J Post, a Professionat Land Surveyor registered under the laws of � , the State of Colorado, do hereby certify thnt this topograph�c survey was PEREMITER ❑F RETAINING � r�ade by r�e and under r,y supervis�on, and that the survey is accurate and � WALL STRUCTURE � correct to the best of My knowledge � -!� -�-��---- I � ` � M�chae[�.l.� t , �� '�- �� � Cotorado P L S 30116 ra � � � , 15p� � / s�N ° ry �� \� 150� o Date _re 2�'' o,l � � � � � ^ -- i \ o .�__�^_w . a 32 3' 1 (� � 18 1' � ' �, 8681 5 ,_; - --- � M I �o T�P C�NCRETE WALL ( / N y l 43 a NQTES � 1 � � £ � 1) DATE ❑F SURVEY 10/17/Ol "' � � `�' � —7 24 4, ❑UNDAT I�N ❑UTL I NE � � L�T / 2) SURVEY�R HAS MADE N� INVESTIGATI❑N �R INDEPENDENT SEARCH F�R 3 N � / (,� RESTRIC IVE COVENANTS TOWNERSNIPPTI LE E�VID NCEBR�RCANY ❑THER L�T � a � 148� o M I �D FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE Ln ' I � � / �! --- d- ` 3) N�TICE ACCORDING T� C❑LOR4D� LAW Y�U MUST C�MMENCE ANY LEGAL jn � 200' I � _ ACTI�N BASED UPQN ANY IIEFECT IN THIS SURVEY WITHIN THREE YEARS � ' � � / _ _ ^ AFTER YQU FIRST DISC�VER SUCH DEFECT IN N❑ EVENT, MAY ANY � � �o �e' � ACTI�N BASED UP�N ANY DEFtCT IN THIS SURVEY BE C�MMENCED MORE p 2 0' X2 0' PIERS THAN TEN YEARS FR�M TNE DAIE ❑F THE CERTIFICATION SH�WN / i s- NERE�N � � 10� i L�T 3 � 4> BASIS ❑F ELEVATI❑N CP 'L�T 3' PER ALPINE ENGINEERING INC TOP❑ � � J�B #46255 DATED 2/16/2000 EL=8657 35 � 484 ACRES 21087 SQ FT � 5) BASIS ❑F PRDPERTY LINE L�CAII�N MONUMENTATI�N AS SH❑WN HERON � � I i 6) BEARINGS AND DISTANCES AL[]NG PR�PERTY LINES SHOWN HERE❑N ARE � AS SH�WN ❑N THE SUBDIVISION PLAT ❑NLY A B�UNDARY SURVEY W�ULD ° � i� BE NECESSARY T❑ DETERMINE TNE TRUE DIMENSI❑NS ❑F THE L�T AND m ' � � �i SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS � � , i 7) POSTED ADDRESS 814 P❑TAT[] PATCH DRIVE � ' i 8> N� DRIVE AT TIME ❑F SURVEY � i i/ \ � / �s � BUILDING SETBACK i i o• \ I � i� i �'G � I � � / i 'o \ S 51°56'18' W ,' °• � 1S,OO� � ACCESS EASEMENT � /i� �2�1 '� \ � �y � F❑UND YELLDW P�AS7IC � � � � � ,�/ a � ` CAP AND REBAR S O i / �O LS #15710 �' J / � // o � i i� �O � 0=40° 31 � 10• ` , ' ,�� � L[7T 4 R=50, 00' ^�o° , ' �' L=35, 36' �V � �,' 0' 20' 40' 60' T=18. 46' � CLEN=34, 63' -- -_�' BRG=N 17° 48' 10' W � 0 P�TAT❑ PATCH DRIVE = C 50' R, ❑. W, ) � s s�°3z�zi� E IMPROVEMENT L�CATI�N CERT,I�ICATE . 23,59' / P�A I N #�NREBAR L�T 3� B L�C K 1 � - CIN ASPHALT) VATL\ P�TAT❑ PATCH oCt 2 g 2001 — T�WN �F VAIL 41199 HIGHWAY 6 & 24, EAGLE-VAIL P 0 BOX 1230 EDWARDS. �o $,632 EAGLE CDUNTY, C�L�RAD❑ (970)949-1406 B, K B io-z�-oi J�B No. 2724 ,. � - �._.� 6 y /' Y Town of Vail Building Safety and Inspection Services 75 . South Frontage Rd. Vail, Colorado 81657 (970) 479-2138 Plan analysis based on the 1997 Uniform Building Code Pro�ect Number: BO1-0049 Date: June 21, 2001 Project Name: Logan Gallery Address : 814 Potato Patch Dr. Contractor: R.A. Nelson & Associ Occupancy: R3, U1 Architect: Segerberg/Mayhew Construction: V-N Engineer: Nicol Associates � Report By: Charlie Davis NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . ', --------------------------------------------------------------------- --------------------------------------------------------------------- SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 50 . 0 Feet 50 . 0 Feet EAST Property line 19. 0 Feet 19. 0 Feet SOUTH Property line 46. 0 Feet 46. 0 Feet WEST Property line 22 . 0 Feet 22 . 0 Feet � , � ,. Page # 2 Code review for: Pro�ect Id. : Address: EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No EAST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No Ul 0 hour 0 hour None Any No SOUTH ' For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No Ul 0 hour 0 hour None Any No WEST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No Ul 0 hour 0 hour None Any No One hour exterior walls may be protected only on the exterior side in a U1 occupancy. -- Sec. 503 . 4 . 8 Page # 3 Code revlew for: Project Id. : Address : None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 500 of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503 . 2 .2 Maximum single window size is 84 sq. ft . with no dimension greater than 12 feet. -- Sec. 713 . 8 Not Allowed -- Openings are not permitted in this wall . Parapet -- If exceptions do not apply, exterior walls indicated require a parapet wall not less than 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall . The uppermost 18 inches shall have noncombustible faces including counterflashing and coping materials . -- Sec. 709 . 4 . 2 EXCEPTIONS : 1) When roof is a two-hour assembly. 2) When the roof is entirely of noncombuxtible material. 3) One-hour walls with one-hour fire-resistive roof construction per exception #5 4) wall is not required to be fire-resistive and openings are not restricted. -- Indicated by 'No' above. See section 709. 4 . 1 for details and additlonal exceptions . FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS ------------------------------------------------------------------------ 3 Bedroom 279 27 . 9 13. 95 1 Yes 3 Halls, closets, etc. 42 . 0 . 0 1 No TOTAL FOR FLOOR 321 1 2 Upper Entry 335 . 0 16. 75 1 No 2 Living room 449 44 . 9 22 . 45 1 No 2 Bathroom 2� . 0 1 . 5 1 No 2 Halls, closets, etc. 267 . 0 . 0 1 No TOTAL FOR FLOOR 1078 1 1 Media room 223 22 . 3 11 . 15 1 No 1 Lower Entry 120 . 0 6. 0 1 No 1 Family room 611 61 . 1 30 . 55 1 No 1 Halls, closets, etc. 219 . 0 . 0 1 No TOTAL FOR FLOOR 1173 1 B Kitchen 97 . 0 4 . 85 1 No B Mechanical room 168 . 0 . 0 1 No B Garage 680 . 0 . 0 1 No B Bathroom 25 . 0 1. 5 1 No B Halls, closets, etc. 416 . 0 . 0 1 No TOTAL FOR FLOOR 1386 1 Yes BUILDING TOTAL 2572 1 � c � ( � Page # 4 Code review for: Project Id. : Address: FOOTNOTES: 1) EGRESS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the following. -- Sec. 310 . 4 1) The minimum clear height is 24 inches 2) The minimum clear width is 20 inches 3) The minlmum clear area is 5. 7 square feet 4) The maximum sill height is 44 inches Escape and rescue windows with a finished sill below ground shall have a window well . The clear horizontal dimension shall allow the the window to be fully opened and provide a minimum clear accessible net opening of 9 square feet with a minimum dimension of 36 inches . Window wells with a vertical depth of more than 44 inches shall be equipped with an approved permanently affixed ladder or stairs . 2) The number of exits is based on Table 10-A (Dwellings) 3) A mechanical ventllatlon system may be used in lieu of exterior openings for ventilation. -- Sec. 1203 . 3 Such system shall be capable of providing two air changes per hour. 4) The requirement for an egress window in the basement is based on Sec. 310 . 4 ROOM DIMENSIONS: Habitable space shall have a ceiling height of not less than 7 feet 6 inches. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection. If the ceiling is sloping, then the minimum height is required in only 1/2 of the area. -- Sec. 310 . 6. 1 Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. -- Sec. 310 . 6. 2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dlmension. -- Sec. 310 . 6. 3 Page # 5 Code review for: Project Id. : Address : STAIR REQUIREMENTS: 1) A stairway in a dwelling must be at least 36 inches wide. -- Sec. 1003. 3 . 3 . 2 2) The maximum rise of a step is 8 inches and the minimum run is 9 inches -- Sec. 1003 . 3. 3 . 3, Exception 1 3) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers. -- Sec. 1003. 3. 3 . 6, Exceptlons 4) Provide a guard rail where drop off is greater than 30 inches. The minimum height is 36 inches and the maximum opening size is 4 inches . -- Sec. 509. 1 & 509 . 2, Exception 1 5) The minimum headroom is 6 ft . - 8 inches. -- Sec. 1003. 3. 3 . 4 6) Enclosed usable space under the stairs is required to be protected as required for 1 hr. fire-resistive construction. -- Sec. 1003 . 3 . 3 . 9 � - Page # 6 Code review for: Pro�ect Id. : Address : GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406. 3 & 2406. 4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3) Glazing in storm doors . 4) Glazing in all unframed swinging doors . 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels ad�acent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces withln 36 inches horizontally of the plane of the glazing. 8) Glazing ln railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels . 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water' s edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge ls less than 60 inches above the walking surface. _ � 3 � Page # 7 Code review for: Pro�ect Id. : Address : SMOKE DETECTOR REQUIREMENTS: 1) A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. -- Sec. 310 . 9. 1. 4 2) A smoke detector is required on the ceiling or wall in each sleeping area. -- Sec. 310 . 9. 1 . 4 3) A smoke detector is required on all stories . -- Sec. 310 . 9. 1 . 4 If the upper level contains sleeping room(s) , a smoke detector is required in the ceiling of the upper level close to the stairway. -- Sec. 310 . 9. 1. 4 NOTE: A smoke detector is required in the basement. -- Sec. 310 . 9. 1 . 4 4) Smoke detectors are required to be wired to the building' s power source and shall be equipped with a battery backup. -- Sec. 310 . 9. 1 . 3 5) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. -- Sec. 310 . 9. 1. 4 OCCUPANCY SEPARATION: Between the garage and the residence, materials approved for 1 hr. flre resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self-closing 1 3/8 inch solid core door or a 20 minute fire door. -- Table 3-B & Sec. 302 . 4 exc. #3 SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inslde with not less than 26 gage galvanized sheet metal with all �oints locklapped. The outside must be 1 hr construction. All openings lnto any such enclosure shall be protected by not less than a self-closing solid wood door 1 3/8 inches thick or equivalent. -- Sec. 711 . 6 2) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts, provided the annular space around the vents or piping is filled at each floor or ceiling wlth noncombustible materials. -- Sec. 711 . 3 3 ) All other shafts are required to be enclosed in a 1 hour assembly. -- Sec. 711 . 1 & Table 6-A , - Page # 8 Code review for: Project Id. : Address : ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches . There must be 30 inches or more clear height above the access . -- Sec. 1505 . 1 2) Provide ventilatlon in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 500 of the requlred ventilating area is provided by ventilators located in the upper portion of the attic. The upper ventllators must be at least 3 feet above the eave or cornice vents. -- Sec. 1505 . 3 exc. #1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 1505 . 3 exc. #2 For a 1160 . 0 sq. ft . attic area: , Ratio Minimum sq. ft. of vent 1/150 7 . 73 1/300 3. 87 3) Where eave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing. -- Sec. 1505. 3 1) Provlde a window or door to the exterior from every room used for sleeping and basements . -- Sec. 310 . 4 A window must provlde a clear open area of 5. 7 sq. ft. , a clear height of 24 inches (minimum) , and a clear width of 20 inches (minimum) . -- Sec. 310 . 4 4) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, ha11s, and baths may have a ceiling height of 7 feet. -- Sec. 310 . 6. 1 5) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms . -- Sec. 310 . 9 . 1 . 4 6) If there is a basement, provide a smoke detector that is connected to an alarm audible in all sleeping areas . -- Sec. 310 . 9. 1 . 4 7) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas . -- Sec. 310 . 9. 1 . 4 � i r y + Town of Vail Building Safety and Inspection Services 75 . South Frontage Rd. Vail, Colorado 81657 (970) 479-2138 Plan analysis based on the 1997 Uniform Building Code Project Number: B01-0049 Date: June 21, 2001 Project Name : Logan Gallery � Address : 814 Potato Patch Dr. Contractor: R.A. Nelson and Associates Occupancy: R3, U1 Construction: V-N Engineer: Nicol Associates Report By: Charlie Davis NOTE: The code items listed in thls report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. # SHEET IDENTIFICATION CORRECTION REQUIRED 1 Provide a truss drawing for each type of truss by the truss manufacture' s engineer. -- Sec. 106. 3 . 3 2 Glazing in this hazardous location is required to be glazed with safety material. -- Sec. 2406. 3 & 2406. 4 3 This area requires glazed opening (s) having an area equal to 1/10 or more of the floor area. -- Sec. 1203. 2 The Town of Vail will allow the lack of glazed openings if the requirements of the 2000 IRC is met . Section 303 . 1 IRC, will allow the lack of natural light in habitable rooms if artificial light is added that is capable of providing 6 footcandles over the room area at a height of 30" above the floor. 4 This area requires operable exterior opening (s) having an area equal to 1/20 or more of the floor area. -- Sec. 1203 . 3 The mechanical plans provided the building plans show that a minimum requirement of inechanical ventilation is being supplled to all habitable rooms . At the final inspection stage, please provide a balance report to support the 2000 IRC requirements are being met. i � 4 � Page # 2 Code review for: Pro�ect Id. : Address : 5 A smoke detector is required in thi$ area since it provides access to rooms used for sleeping purposes . -- Sec. 310 . 9. 1 . 4 6 A smoke detector is required in all rooms that may be used for sleeping purposes . -- Sec. 310 . 9. 1 . 4 7 A smoke detector is required on all levels and they are required to be wired to an alarm in the bedroom area (s) . -- Sec. 310 . 9. 1. 4 8 A smoke detector is required in the upper level ceiling at the stairs . -- Sec. 310 . 9. 1 . 4 9 Include engineered truss drawings by the truss manufacturer' s engineer. (reg in this state) This is required by time of a framing inspection by the Town of Vail . 10 Include a roof framing plan with trusses labeled to match the truss manufacturer' s engineering. This is required by the time of a framing inspection being performed by the Town of Vail . 11 Moisture resistant drywall (gypsum wallboard) is not allowed to be used in ceiling assemblies when framing are spaced greater than 12" apart. -- Sec. 2512 12 Provide a copy of the excavation inspection by Geotechnical Enqineer at tlme of footing lnspection. 13 Exterior strair tread width can not deviate more than 3/8" per flight of stairs . -- Sec. 103 . 3. 3 . 3 14 Premise Identification (approved address number) shall be provided and installed to be visible and legible from the street or road. -- Sec. 502 pro��ct olata pro��ct t�am i�ol�x to ol�awi�ngs BUILDINCx GOD�= 199"( U�C OU�N�� �RCI�It�Ct C��N���. 3t�UCtURr4L 1"��C�/�L�Ct/�LI�M� C11�I� �NC�IN��� ���.�.�c.�� Segerberg Mayhew FfRE DfSTRfGT: VAIL coNt�ctol� ����N��� �������� &AssociatesArchitects � ALm COVER SHEEt P.C.-A.I.A. � OCCUP�4NG1': �3 KENt � VIGK( LOC��N SEC�ERSERCz MAYNEUJ � ,4SSOC. R,A. NELSON � ,4SSOC1,4TE8 1�fCOL ASSOC11�,tES (NC. �4BS CONSULT,4NT5 PEAK LAND CONSULT,4Nt5 �2•� SItE DEvELOPMENt PLAN SUILDINC� Tl'PE: Tl'PE V - N � ,4RCNftECtS, P.G., A.1,,4. 1�ID� IONS I 00 �'2'� S�tE D�VELOPM�Nt D�tAfLS LOT 2 P.O. DRAUIER 5��0 27�� DACxN�1' UJ�41', SUfTE 2�2 1123 ,4URAR1�4 PARKUJ�1', # 4P��'D �- R 1��� �- fi' A3.� LEvEL 1 ��.00R PL,4N � p v FU�L`r' SPRIt�IKL�RED pOT,4T0 P�4TCN 1617 UJ�4ZE� STRcET, SUfT� G2 � SUIt� 3-�3 � A3.1 �.EVEL 2 �LOOR PLAN � EME�r4LD aCRES, SLDC� 2 L,4�,41'ETT�, COLOR,4D0 8�02�o DENE1/fi�, COLORApO �43.2 LEvEL 3 FLOOR PLAN � ` VAIL, CO. 8162� D�NYER, COLOR�4D0 8�202 51 E�4C�xL� R0�4D TEL C3�3) �65-��9�D T�L - (3�3) ro23-�2m� V�41L, GOLOR�4D0 81�5� ,43.3 1.EVEL �L �LOOR PLAN ZONfNC�: T�L. C9��� ��I�o-Il�m TEL �3ID3� 623-3355 �,4C�zLE, CO Siro2PJ �,4X 1303� 665-1211 F,4X - C3m3) �23-8�34 t�� �g��� `���'8�`1"� ARCHITECTURE, `" � �,�X. C910) 4�9-83�1 �,qX 13f�3) 623-22�2 �,4X (9'i�) 4��-S�I�o ��.m ROO� PLaK , �ROSS SaUARE FooT��� tEL 19�i¢�) 9�49-5152 CoNTACT: �(ANE HINZMAN CoNtACT: D�4VE ��R�USON a5.m UJESt ,4ND SOUtH ELEVATIONS PLANNING, INTERIORS , CONT�4CT: JOE _UKACH �,Gti„X C9'12�) 949-�3'19 CONT,4CT: MARK t,4RDALL L.�VEL 1 2238 5.�. r A5.1 NORtN AND E,45t ELEV,4T(ONS LEYEL 2 �ag� s.�. CONT�4C7: RICK C�4UDEL �4�.¢� BUfLDINCx SEGtION Main Office: Vail, CO ,4�0,1 BUILD INCx SEGTION 1000 S Frontage Rd W, #300 �e�� 3 na� s.�. L,4Nt��3C�4P� �4fiiG�l1'�GT G�,4LL�R`I� C�1�lSUl�.1'�41�1T .a�.� BUfLDI1JCx SECtION v��, �0 8�65� AS,f� U1INDOUJ AND DOOR SCHEDULE AND DE1',41LS Tel: 970.476.4433 LEY�L 4 52m s.�. J i�l �40USTON B A550C1�4T�S �/INCI-N,4MP �f�CNItECTS, fNC. Fax: 970.476.46os ! TOTAL �o3�s 5.�. P.O. BOX 15�19 TEL C9�fm) 82�-98�f8 TEL C312) �33-���44 �N���� I1�"( IUEST ONIO F,4X C312) 733-427� Denver Office I Cx�4RACa� �03�8 S.�• V,41L, GO �,4X C9'�0) 82'1-9879 I-2.1 NOt USED 1617 Wazee Street, Suite C2 f CHIC,4Grt0, (L �00�022 CONtr4CT: JONN VINCI I STAIR 5ro S.P. CONTACI': JE�F +�OUS70N f-2.2 NOT USED Denver, CO 80202 ! f-2.3 NOT USED Tel: 303.623.3355 ' CsROSS RESIpEN71,4L5203 5.�. I-3.1 MAIN StAIRU1ELL PLANS Fax: 303.623.2262 FLOOR AREA I-3.2 MAIN STAIRIUELL SECTfON AND ELEY,4TfON5 in�o@smarchs.com I-3.3 GARACzE StAIR DET�4fLS � www.smarchs.com � e SUi�VE'�' I-�4.2 SEGONDr4R R5 A R DE 4�LSR� I � LOt 3 VAIL/ POT,470 PATGH I-5.1 DOOR DETAILS I E,4CxLE COUNTI', GO�ORADO I-5.2 ,4Rt LIFt DET,4ILS �- � � BOOK 233 P,4CsE 629 ' R�CEPI'ION NO, 12952'1 STRUGtUR�4Lg _ � DATE OF SURV�1': 3/31/m0 Sl FOUND�4tION PL�4N I JOB NO. �6255 52 CsARACxE ROOF � LE�/EL 2 �LOOR �RAMINCa PLAN � I 83 LEV�L 3 �LOOR �RAMINC� Pl.�4N � , LEC��L DESCRIPTION: S� MID ROOF FRAMfNC� � LEYEL � �LOOR FRAMINCs PLAN � l � S5 NIGsN ROO� FR�4MfNCs PL�4N I� ' � I � o�,�-�o ���� S6 DEtAILS � SECTION ro, TOUJNSHIP 5 50Ut1-�, i2/�,NG� 80 IUESt OP ; THE �otH PRINGIPAL MERIDIAN �I�LD BOOK 139 P�4C�E 5"1 p�T,41LS � ¢� SS DE7AILS � �� t �O O � O S9 DEtAILB � O I I � � S10 DEt,41L8 ` � �L�GtRIG,4L (� i �� � E�.m SItE LIC�HtfNCs PLAN i El.f� LEVEL I POUJER PL�4N , � � �1,1 LEVEL 2 POUJER PL.4N a bbr��i a t i o�ns �1.2 LEVEL 3 d �t POIUER PLANS �T� O E1.3 LE1/EL 1 REFLEG7ED CEILINCx PLAN ��� U I ABY ABOVE B.OP. BOTTOM OF FOOTIhi.'s DF'R DAMPER F,4� FA�RICATE GL.B. GLA58 BLOCK LAV LAYATORT N.TS. NOT 70 BGALE aTr, auarrrirY BPICR BPEAKER US.C. UNIFORIh DUILDING GODE EI.� LEv�L 2 RE�L�GtED CE IL INCx PLAN � AFF. ABOVE PINIBHED FLOOR B.OS. BOTTOM OF 8TEEL OR BOTTOM p1° bAMPRDOFING P.B. FACE HRICK GLU-LAM GLUE-LAMINATED TIMCER LH LEFT HANp NO. NlA`1BE1F GLT QUAraRI'TILE SPEG SPECII�ICATION!8) UM.C. UNIFOFd�1 MECH,dNICAL COpE � � AS.G AdOY�SU9�NDED OF BLAB D.L. DEAD LOAD FA FACE OF G,B. CsR,46 SAR L,H.R L�PT NAND REvE1�8E 8�'Ca,1°T 3pRINCs 1aOINT LLP.G. UNI�OFd`1 PLUMBING GODE ��� LEvEL 3 e 4 R�FLEG7ED CE IL INCx PLANS � u � CEILING $,OAU. DOTTOM OR IUALL DEG DEGREE FA.G. PAC�OP CCtJC�TE 4R GRADB,GRADING L LENGTH SG 3GlUARE U.ON UNLE83 OTNEIQWISE NOTED r-1 ACG ACGE58 6.T.U. BRITIBH TNERMAL lT1�T DEM DEMOLIBH,DEMOLITION POJ�. PACH OP l�INISH GFRG GLA58 FIBER 1�MFOi�ED LlU LIGNTII�IGNT OB6 OBBCURE 6F 6QUARE FOOT IFEET) � u���' M�CH,4NIC�4L � a.Q ACGESg PANEL BRZ Bi�NZE DMt DEMOUNTABLE PAM FAC@ OF MA9GNRY �pNC�� LU1C LIGHTU.JEICYFIT CONCRETE O.0 ON CENTER!81 RBT RADdET.I�BATB BTa BTACK�D STU08 RAD R�1t:ItJv AC ACOUSTICAL BLDCs BUILDMG p �E�TN,flgLF° P.OB FACE OF STLipB �yl, �,qy�� LMg7 LIMEBTONE OPG OPENING 8b BTAINLE88 BTEEL � RR RAILROAD TIE fTIMBERJ I .4GT. ACOl18TICAL TILE B.U.R BUILT UP ROOFING D.R.B. PESIGN f�vl�W Do.41�D PAS FASTEN,FASTENER �,Rp �pi,p�p LF LINEAL PEET O,JBT, OPEN•WED J018T � �,q��aTE��pUGTO1� 8T� BTANDARD v8. VAPOR BARRIER AGR ACRYLIG}�LA3TtG DTL DETaIL PND �EMINME NAPKIN DIgPENBER rsT GROUT LKTL LINTEL Orp OPP0817S STA STATION vAR vA1�119H MO.) COVER SHE�Y I ADD ADDENDUM DIAGr DIAGONAL PN.R. �M�NME NAPICIN�C�PTACL� GA �q� LL. LIVE LOAD Op,µ. OPP081TE NAND �� ���'�'��"� 8TL STEEL y1JR yENEER ADN ADDITIONAL DIAM DIAMETER PN PENCE GTP GYPBUM LVR LOUVER OD. OUTSIDE PIAMETER �� �D�D 6T STONE Vt.l�, YlNt 1NROUrsN I�OOF M0.2 SCHEDULE li ADH ADHESIVE CA� CABINET DIM pIMEN810N P�CsI. FIIS�I�sLA65 O,Fb.W. OUT8IDE FACE STUD WALL �` ��NCE,f2EFER TO BTOR $TORAGE �V� ��� r�. ►��ecr�ee�nv���o� MP�.3 PIPINC�s SCNEM�,71CS ADJ ADJAGENT CAD GADMIUM DW DI3NUlA9NER F V. FIELD VERIFY µBD HARDBOARD O/O OUT TO OUT �� ����t� 8A 6TORM DRAtN V iF VERIFY IN FIELD ADJT ADJUBTABLE GANT CANTfLEVER DIS DiBt'OBAL FIN FMIBH fEp) NpW NAIQpWAf� � MANHOLE OA OVERALL �Cs f�ECs18TBR 8ra $�CTU�' �� ���C'� MID.� SNOWMELt 5G�lEMAtfCS � I AfsG AGC'sIQE/ATE CPT GARpET(EDJ DIV DfVIBION FF. FINISNED FLOOR H0.0 NARpUIOOD � M'�'��'�T���E� ON Ov�RNANCx,OvE1�1�A1� �� �����E�p����� 81,1.9P 3U3PENDEI� V.6,J. YERTICAL BLIP JOINT I A/C AIR CONDfTtONINC� CBMT CASEMENt � n�R �� ����-A� ND �� MRB MARBLE R.C,p REII�ORCED CONCRETE PIPE 8� $��T��ICAL) vE5T VE6TISULE MZ.I LEv�L I M�CN�4NICAL PLAN � ALM ALAf1"i C.LP. CAST-IN-PLACE DdL DOUdLH P.CRK PIRE C1�IGC MT MARESLE TILE � � ALT ALTEf�WTE G.I CA6T IRON D�4 DOUDL�AGTINs F.E. FII�EX71NGUI8NER HAR NEADER �� �pyg SYN SYNTNETIG VIN YINTL AL ALUMINUM G.B. CA7CN BABM D.N. DOUBLE FItAdCs F.�.0 P�RE EMINGUISI�iER G4�INET � �IEATER MA6 M,480NR1' 8Y8 SYSTEM VL.B VINYL BABE MZ.Z LEVEL 2 MECH�4NfC�4L PLAN A,G.I �ERICCN CONCRETE !C) GAULK CING) PTA. DOVETAIL ANCFlOR F.N.0 FIRE NO3E CABINET HTfa NEATING M.O. MA90NI�Y OtmENING �P) PAMT l£D) R�a RE+ClU�I�D ; H VAC. NEATIPIG/V�NTILATIt�s/AfR MAfL MATL=RIAL[8) I�R t'AIR 1�S�L I�tGIUENt V.GT v�IVYL CCMP061TION TILE INBtITUfE GDR GE1�AR DN DdLN fl'L FIREPLACE Mqx M,p,x�h�M PNL PA1JEL REt R�TURN VP. VINTL PADRfG M2,3 LEvEL 3 MECHANIGAL PLAN i �41A AMERICAN INBTITUTL Ot' CLG C61LIhlCs D8 DOU1�18POUT PV.0 Fil�YALYE CABINET CONDITIONING MECH MECHANIGAL P.B PQNIC BAR � RETlJ1e'�4�R v.T. vINTL 71LE T� � � ARCNITEG7S CEM GQ"ILNT n� D�� FP FIREPROOF �'� �A��TM M.G. MEDICINE CABINET PID. PAFER TOWEL DIBPENSER h�Y REYERSE,REYI810N '�D TAGCBOARD VAJ.C. vINYL WALL COVERING M2.� LEvEL 4 MECH�4NIGAL PLAN ' �' 4 A,Ib�G. AMERIC,4N IN3TITUTE OF C CENTIMISTER!8) DRDD t�1�41NAGE BOATtD fRT. FIRE-R£SISTANT T�ATED � ���1 MED MEDIUM PT.R PAf'ER TOWEL RECEPTOR 12H R1GHT HAND �� �'E�E VJ. V-JOINT!ED) BTEEL CGNBTRUGTION GMT. GERAMIC MOSAIG TILE D.T. DRAIN TILE FRt. FIRE-RETARDANT N'C• ��'Ow�� MBR 1'1EMCSf¢ PAR PARALLEL I�O.W. RIGN1 OF WAY N TELEVIBION M3.I MEGH�4NfCAL ROOM PLAN HM. �IOLLOW METAL P,bD. PARTICL!$OARD R I�I6Slt T�t' 1'EMPEI�D,TEMPERATURE � �� � ' �4N,31. AMERICAN NATIONAL BTANDARDB G.T CERAMIG TILE � D��R FIX RIXTURE MB MEMBRANE 7.G. TER!@�4 COTTA M�.I NE�4tfNC� Sl'StEM SCNEM�4TIG r' DWG DRAUIING fL6 FLA3NINCs NlORJ H0121ZONTAL MTL METAL I�TN PARTITION RP ROOF PR4M TZ TERRAZZO lUBGT WAIFI6GOT iNar�rute cE+arr CHAMFER H.�, ,.�oe�B,a �W RDOF NATGVd M5.1 SNOUJMELt PLAN � � ,4:STM A1hERIGpN 30GIkTY FOR TESTINCs CNI2 GHROMIUM fPLATED) DF DRINKING FOUNTAIN F�X FLEXIBLE N1JJ.�1 WOT WATER NEQTER �� METAL FURRING 1°VM7 PAYEM�TI? � �F�� THK THICK fNE88) IU.H WALL HUNG � , ANp MATERIALB GfR CIRCLE DJU. DUMB IUAITER FLR FLOORlING) M.RD METAL ROGP DECKING PED PEDESTAL � �M THR THRESHOLD WpR IUALLPAPER }�L� SPECIFICATIONS ' ,a,,p,4 AMERICANS WITH DISABILITIEB CIl2C GfR�tA1FERENCE FL.CO FLOOR GLEANOUT M MLR�R!8) I°SND PETJDANT � ��µ�N�� TP TOILET pAPER NOLDER W.T.UJ. UTALL 70 WALL ACT CL CLEQIJ OU1 F.D. FLOOR DRAIN ��L IhICLUDE lDl,lIF1Cs) �Z M���E �� �����D� 11°tN. ?OILEt PARtItION W.C. WATER CL03ET AND CsENEi�,4L NOtES � , AAUls. A1hERICAIV WIRE GUAGE GLR CLEAR(AhICE) F/L PLOOf�LIM� MM MILLIMETER l8) PER f'ERIMETER R.8• R�JC+k 6AU.N TOL TOL@RANGE lUP WATERPI¢OOFINCx , * ,qA(G ANGHOR,dhlGNORAGE GLOB CLOSET p.p�,. �,pp��An,. II�O I�OI�'1ATION M(UG MILLWOI's1C P+�f PNABE f2B. RlJD6ER DA9£ T1G TGi�IGUE AND GROOYE W,R WATER}a'EPELLENT ' i.�. ir�aiaE oi,a�r�R P2.1 LE1/�L I PLUMBINC= PLAN � ,q,$, ANGNOR COLt CL8 GL08UI� Fl.UOR FLUORE3CENT MM MINIMUM t'LS PLABTEIt RT. RIiBDER TILE T�B TOP AND BOTTOM WS WATERSTOP x ANOD ANODIZLD C.UI. GOLD UTATER FJT. FLUBH JOINT I.�A. INBTALLED BT OTNL�ItB T� MIR MfRltOR PLAS PLASTIC T.0.6 TOP OF BEAM lUT UJEIGHT P2.2 LEvEL 2 PLUMBINCx PLAN I APP3� APPROYED COL COLUMN EA. EACN �T� �T�� MISG MISGELLANEOU3 P.L.QM PLA3TIC LAMIN.4TE TA.C. TOP OF GGNCI�TE WA1F. UIELDED WIRE FABRIG ' APP APPROxIMATE COPib CCJhiCINATION EF EACH FACE FRC+ POI�xED IN3UL IN3ULATE!A),(IOFIJ MOD MODULAR �'L �� SFfsL SAFETI'GLA89 TAD. TOP OF DRAIN UIN.R. UIHEEL DUMPER P2.3 LEvEL 3 PLUM81NCx PL.4N INT INTERIOR ' ARCFI ARCHITECT lUI�AL) C�"��°T C�"��°A�7 L°.W. EACF{WAT FDN FOUNDATION IN1M INTERI`iEDIATE �D MOLDINCs Pls. PLATE CxLABS SDST S,ONDSTONE TAF TOp OF POOTINCs U! WfDTFl,IUIDE i qp q�q pR,qpy COMP COMPOBTION lGOMPOSITE) ELEC ELECTRIC(AL) � ��������'� INv INVERT!ED) MT M�T���"� P/L 1°Lf1TE LINE gCp� gC�� T.OM. TOP OF MA50NRY UJDD tUtNDOIU P2.� u1AStE AND vFNT ISOME7RIG AUT AUTdMATIC COMPR COMPREBS/ED),CfON),IIBLEJ �,p �LECTRIGAL PANELBOARp �� ����� MTD MOUhItED �'�Y ��b lB) SEALANT TA.PL T�OF PLATE W.G. WIRED GLA88 Revisions: i AVG AYLI�AGS GONC COhlGRETE EIU.C. ELEGTRIC UlATER COOLER F.A. FREBN AIR MOV MOYABLL' �T �°��T 6TG bEAtltyG T.OPLT.TOf°OF PLYWDOD UJ/ WI7H � CMU. GONGRETE MA30Nl2Y UN17 EL ELEvATION P.I.O. RIRNISNEp AND IN3TALLED � MUL MULLION �T ��Nr SECT SECTION TA.R. TOP OF RIDGE tV/O WITNOtJT C�\/f� B U I L D I N G 03/15/01 �r G� C�EGT�ah� ELEV ELEvATOR BY OTF{ER3 J.G. JANItORB GLOB�t N.E,� NATIONAL ELECTRIC GODE ��• �-wINYL CNLORIpE glaTCx gµEATFIINfs T.0.3. TOt'OR BLAD wp wppp Y � �T �EMENT CON87 CONSTRIJCTION EMLR EMEI�'s�NCT F.�A RJRNIBHED BT OTNERS Jt JOMT NF.PA NATIGNAL FIRE PROTECTION �'�. �'�ELAIN ETlAMEL g� g��T TA.$TL TOP OF STEBL W,g. wppD gqgp PERMIT ISSUE '� pS�Cs aEARMG GS.I. GONBTRUCTION ENCL ENCLOSE(URE) RJ}2 RIRRLD!MG) JF JOINT PILLPR AbBpGIATION P06 POBITIYE,POSITION BM,R. BHEET MEMBRANE ROOFINCa TAAU. TOP OF WALL W.pT. UIORKINCy POMT �� ���p�J SPEGFIGATICtJB INBTITUTE EQ EQU,qL FUT FU?1JI� NAt NATURAL P.T.C. P08T TENSIONED CONCRETE SMA,G,NA, 9HEET METAL t aIR TLD. TOTAL LOAD w,� ��T�� CI RE% �2.P, RET 6ETWEEN GOh1T CONTINUOUB OR CONTINU2 EQUIP ECSUIt'PtENT <NJ NEW �� ��� CONDITIONING CONTRACTOI�O T.B. TOU�EL BA+R c2 CONStRUCtION DEt�4fLS REVISED 05/14/01 I DVL BEVELED COhITR CONTRAGT(ORJ E6T E6T,IMATE , KP KICKpLATE N,R NOISC 12EDUCTION �°�� �g��GUBIG FOOT NATIONAL A890CIATIGN Tl TRACIC LIGHIMG i KIT KITGHEN PLF. 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S�AL At EXPOSED LOGATIONS - r'J' &Associates Architects F2 3" REIN�ORG�D CONGREt� SLAB ON 3/�4" t d G PLYU100D P,C.-A.I.A. 6�'-S 1/2" GLUED ,4ND NAILED t0 1U00D JOIStS , � �3 3/4" T � Cs PLYU100D CsLU�D d NAILED t0 U100D JOISTS � 4'-4" 8'-8" 23'-6�� g 32'-2 1/2�� P4 NOT US�D P5 tHiCKS�t STONE ON FI im" 5 1/2" � �/Z�� � ��2�� F6 tNINS�7 CERAMIG tILE ON FI g'-2" 6'-3 1/2" ird'-0" 6'-3 1/2" 31'-9" F'I TNINSET CER4MIC TILE ON �2 2 3���� I FS CARPEt AND PAD ON Fl ARCHITECTURE, co I ( �'_¢" lUr4LLS: PL���TNING, INTERIORS 2 3/4" 2 3/4" 11'-0" 5'-6" 5'-�0" I UJ1 CAS?-IN-PLACB CONC. W�T1-4 U1AtERPROOFING WI71-{ 2" RIGID ir�su�. �ROM �fzaoE ro � 0 BELOIU CsRAD� Main Office: Vail, C4 1 �, �� M6 �g REMOYEABL� I" ALUM. 2 3�� UJ2 2 1/2" EI�S ON UJI 1000 S Frontage Rd W, #300 �LUSH tOP CsRA7� ON UJ3 t�XTURED G0�4TING ON GASt-IN-PLAG� CONCR�t� Tel 19 Q.O47614433 � I CONT. 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WItN R-21 UNFACEp BAtT INSUL,4tION AND Denver, CO 80202 - ' ❑" I ' I ��`� POUJDER POLY�tH�LENE VAPOR BARRI�R Tel 303.623.3355 � — — — — — —' —' _ I B2 F� LU19 G3 W6 �✓" 70 ro" NOMIN,4L StONE YENEER ON BUILDINC: PAPER ON 1/2" Fax: 303.623.2262 i cA g °� �,, GDX PL1'UJOOD SHEAtNIT�Cs ON 2X6 U100D StUDS At 16" O.C. r � � iA � � u � „ , „ HOSE BfB m � WItN R-21 UNFAGED BAtt INSULAtION AND POLY�tNLENE info@smarchs.com w�$ - I I I I r _ /�DS 78 _0 '1"I -m '1�° -(� � c� 'n YAPOR BA,RRIER www.smarchs.com � � � � � `4 � ❑ 3� ❑ W'1 �" t0 6" NOMINAL STON� YENE�R ON GASt-IN-PL�4G� HOSE BIB� ``� I I I I UP � � — � REINFORGEI� CONGRETE �L l 1 � � �� ' � � UJS S" TO 6" NOMIN,4L StONE YEN�ER ON �" REfNF. 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'" \-`-�� � CsRILL�, COORD lU/M�CN. CONSULTANt 'l� � /' ; � � � � � � '"� ��-����r''``""""`�-t� t� u - - � �C 2��0 SMA 5�rs-r�r� �o-r�s: � ��ooRS: „ Se erber Ma hew , F1 4 R�INFORCED GONG. 5L�4B ON VAPOR BARRIER ON �4 GRAI/�L g g Y , FILL ON GOMPAGt�D SUB�sRaDE. S�AL �4t EXPOSEO LOGAtIONB &Associates Architects F2 3" R�IN�ORCED CONCREtE SLAB ON 3/�F" T < G PLYUJOOD P,C.-A.I.A, � . 2 �� _, L�. F3 3�u�DaaC� PL AiUO D �UED u3 N,41L� to WooD JOIStB � ! F4 NOT US�D F5 TI-IICKS�t STONE ON Fl F6 tHINSEt CERAMfC tI�E ON �I 23,-6„ F'I THINSET CERAMfG TILE ON F2 FS GARP�t A1�D PAD ON F1 ARCHITECTURE, 5 1/2" 22,-,��� � ��2�� UJaLLS• PL��NNING, INTERIORS Wl CASt-IN-PLAC� CONC. WItN lU,4tERPROOPING WItH 2" RIGID 1 1 INSUL. FROM GRADE TO �4�-m�� BELOUI CsRADE Main Office: Vail, CO 2 3/4" 2 3/4�� �2 2 ��2�� ���g p�( �� 1000 S Frontage Rd W, #300 �O '2 Vail, CO 81657 W3 7�X7URED GOAtING ON GASt-fN-PLACE CONGREt� Tel: 970.476.4433 � UJ� 2" �IFS ON 15" ��Lt ON 1/2" CDX PLYUJD. 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WITH R-21 UNFACED SATT IN5UL,4TION ANp Tel: 303.623.3355 � ' ` PO1.YEtt-{EL�NE V,4POR BARRI�R i � � ; � ; , ; ; � ; i Fax: 303.623.2262 I ' ' L� ' t � � � Uko 5" TO 6" NOMINAL StON� YENEER ON BUILDINCs PAPER ON I/2" � � _ , � �f`� i�� � E�� i _ � � ��;� I �� � � i i'� ' 13 � * � �� � 4 I I CDX PLYWOO SH AtHIN O 2X W O �� info smarchs.com D � Cs N 6 O D STUDS At 1�o O.C. G� ° ,.���`F ` `" I U I t H R-2 1 U N F,4 G E p �.3 A t T I N S U L A T IO N A ND PO Ll'E t H L E N E www.smarc hs.com � ` YAPOR BARRIER gg�-��� - - ( _ _ r `` W'i 5" TD 6" NOMIN,4L STONE 1�NE�R ON CAST-IN-PLAC� — �2 I REINFORC�D CONCREtE T.O. PLAtE , ,y��` ��n C4 G2 C� '�' "� ��' Ri 3� WS �'I t0 6�i NOMINAL 570NE YENE�R ON �" REIN�. CMU I I ( �- -_, , � � _ _ -5��"° ��'' I lU9 � TO 6 NOMINAL STONE VENE�R BOTH SIDES 4 BEDROOM � � ! ' REIN�ORCED CMU � �U¢ RE: SHEET I-�,1 � � -�' - �-! ' � � ' z�' '��J Wi0 tAP�D �4ND SaND�D 5/8" CiYPSUM BOARp ON 2X2 WOOp StUD „ 0�'{�. 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All concrete desl gn is based on the "Buildin g Gode Re quirements � ,Te l:'3 0 3.6 2 3.3 3 5 5 ".� ,, �' ;,, �; ° ,� � ' , , ;fot Reinfor�ed Goncrete (AGI 318-89) , , � , - . . - � �� �e- .�r • ', °�'`� � , , , � . � - , . , � << , , �. -, ' a � : , .. , b Aii stru�turat conu�ete shalf have minimurr► 28-day compressive - 's%o � , I � �rk� �' . '_ - Fax: 343Jb23 t2262 , , �+ ���,,��� ,��,��� ��� ��• -- � , ` strengths as fotlows. walis 8'-D° tall and over 4000 ps1,walls fess � �'� , - -- — --- — -- ---- — — — ---- -�— — — --- —' —' — � ` ' �;.,� "_ "� ����, ' ` . ° . �� than S'-O"tail 3000 psi, footings deeper than 10 inches 4000 ps1, " � � �" � ` -Y ` '° _ � ' � - _� , � � � , footings 10 inches deep and'1955 300D p91,concrete stairs inf marchs.cotn �i��� � �F� � � ,a d � � � . � � � � , , ,, , r , . - � 4000,ps1;�rat� on grade 350o ps�,floor and deck to ping slabs www.smarchs.com � ti° . � � , _ � P _ I . , . ,, �,°� �?,.{,� a . . . > ,�� _. - _ , . 4000 psl;other 3000 psl ` O r. —' .� � � . , , ' � , , ` ���r. 'yj �. Goncre� shall be proportioned utihzing Type I/Il cement,except floor � _ � ( �iy�i},,- �� . �s y ` 4 y - " and deck to�ping sfabs shall be 5hrinkage-compensatmg concrete �� , 61RD�R TRU55 _ , , � � " , - , 'S1MP50N' H5 HOLDOWN , r , , , ` �.4�',°k f y� ,�, ,r °, , ut�liz(ng Type K expans�ve cement. Goncrete susceptibie to #reez�ng , �A�� .�� �, , � I I I , �r , r��, _ shali be formulated for maximum frost resistance (n ac�ordartce with ' I , ,° , - �. , _ �_"��,�`, �, � � � � � o � ' ` � � the AGI Manual of Goncrete Practice. Shrinkage compensating , � , � _ - �"� , , , °- �� � �,f _' � „ ' � , concrete shail b� formulated and pla�ed In accordan�e wlth AGI 223-4a. 0 I � � i � �' x r- , }�, �,� . „ °- '-� , : y d. Provide continuous shear lceys at vertf�al �old�oints and where GIRD TRU55 � ( - � ; r � , � , _ , � , ;, '�`�; ; . ' . > > - � shown on drawings. — l I I � I . , �T,� , ° , : _ .' �`�r`�`� � , - �, ' t .. ', � _ . � � - REIAIFO�GIN6 STEEL� � � i � , �� - , � � "F�� .� � '`' � ', ,�;� _ ' ` � a. All detallfng,fabri�ation, and placement If reinforcing stesl � � � " — � i — ' � � , � • � ��� r� � ,; shaU be in accordance wtth the AGI Manuai of Gonerete Pract►ce. . , � � i � � _ - , � � , � j'� ' ' � � �" � � b Except where otherwisa notied on the drawings,rainforcing bars I ' " � ' ���a�,���^,-'p; ,°- �,� r� ' . � � � � � shall conPorm to ASTM Spe�iPicat(on A615�"tq and�shall be minfmum 61RD�R TRU55 . _ � � , . " , , , ,� . � ,,',.,.�. , � ,;f, . � , ' r grade 60 � � - � _ � ���t.• > � " , .- �'�- " � � - �. Xt splices In �on�rete, lap bars 36 d(ameters At spll�es in '� ' � � , � � ' �. - �1 ,� ., ; , ' t `' . maso , I bars 42 diameters At corners, maks horizontaf ' ' � ' � � - ' � � ' � �� �F 3 �v�, . . r , "� aP ---ev cv ( �'. °��� � �y{. ._ - , .1 � " ` ' - bars tontirwoug or provfde corner bars. Around opernn9s 0 , s . , �Y ;��' ` _ and steps in walls provide 2-#5's e��nding 2'-O beyond edge of , � � ' °, - " t , � � ,�:��, � _ _ , . � , opening or step - - _, � � ' � ' ,y" �,` ,' - - d Except as noted an the drawinc�s, min(mum �oncrete protection For _ � ' � _ �� , :��' ,.. , .�� �� , N , _ `"�r,� ° �` ' ' ` relnPor�amant sfialf be in accordance wlth AGI 318-84. ' ` " �x - -,,, ` . , , . ROOF GON5TRUGTION � ` , � � � +� �". � , �'� • � , � e YVelded w(re fabric shall conform to ASTM 5pecificatlon A-185 � � RIGiD INSULATION PER ARGH'L, � � - � � ° , _ � , � , - � � � . � . � . , � � , � ����� zti. ,�_ .t. ;�� . , , • � ,�e � ° - - . �t,` , , `. , • , ' , . , � � � � S DVER 5/8 THIGK APA RATED 1'�'`1 __ , � , ",', ',,,� �� . STRUG7Ui2AL STEEL ( _ ( _ _ SHEATHING,40/20, EXPOSURE l, I ' -,, , . , - � , < < OVER PRE-ENGINEERED TRU�'SE5 , ���� . � ,�� ah, ��'�� •y. � x.' , 4 a. 5tructural steel rolled sha es, includi lates and an les, sholi � `� 3- � `� _ ,_. �. , , ,.. , P ^9 P 9 � — � 24" O.G. � � ° �'x� � . ` , ` ; be A57M A36 tube shapes shall be ASTM 500 Grade B. All � . � - , _ - , . � P . �� , _ : _ ' � , " ` bolts,except anchor bolts,shail be ASTM A325 Anchor bolts -- — -- � — � � I , � � � , N �;, _ , : - , � x p RDOF T'RUSSES AT HIGH ROOF r�''y ;"'_ � _ � � ��` � � - , mc�y,be ASTM A�07 �olt size shall be 3/4",unless noted otherwise. , SHALL BE SGI550RED 5EE I _ v-� � ,�. .- ^z� ��, r;k ",k� , , � �,>�� ` � ; ,' � � `, b Unles� shown otherwlse on the drawings, framed beam connections I � , ARGH'L FOR GEILIN6 LAYOUT, I � , , , , �� � '� '� ; � '� - ' � �� shat( consist oP pairs o�-5/ib" cangleg us►ng the max�mum number of I � I � � : ,����;`b�x� ,;�,�f � � , � - y. ' , ° , boits calied for in�tabla il-A of the AISG Specifi�atlon for � ' , � y _ ` � ,� - ; �; ` „� ` ;{i ` ; •-,� , Y , � ' • � Structural 5teel Buiidings - Aliowable SEress Des(gn and Piasti� � - � � � '� . ��: ,x`�,�`�"'' ;ti=_ . � `` _ , � - DOSign - IQ69: � GONT. 2?CIO RIM U N O , ' , v . ° . ° ' `_ �,, ' '� " � �- � � � "- c. �xpans(on boits shalf be approved wedge type with the Pollow►ng � ' . I � . �,� F y 3 . - -,,, " ` � ' ' m(n►mum embsdments: i/2" dfa bolts 2-I/2",5/8" dia. boits - I ' " , ` �,�*; '�s�"�; - - . , �'"{ , _ , 3", 3/4" dla bolts - 4" , � I ' I • ` ' '� �� ':�'°�,'' � , �3f_ � � , � ` . - - d Adhesive anchors called for on ths drawings 5hall be glass � 0 I . � � � , - ' �<<. ���:' -; �„ ,�`, , �_ ' ' " - � , , capsule type such as Moliy "Parabond" or Hilti °HVA" anchor � � � , ( � .� �r � ° ` �,«�" ` �`.` r` ` ` ' . � ` � � systems (or approved eq,uNalent) Minlmum embedments, if not I - _ , ° �, F:�� -`:s�;°� °,r�� .� r _. . ' ° spec►Ptcaliy �nd�cated on tha drawings,shall be according ta the l - � R , -� ° - � , � manufacturer's s ecificatfons I ' ' _ �• _ � - �; � . � - , �,� � n , , _ , p � , _ , . �, , y � , X < < '�: , , _ - e:Ali welding shali be done by a certiFied welder_ � � , � _ - '��'=r''�x� ,, , �.� � � „ ' ' , � . — — — � — �. .., _._. r. , � , - " • ' � - � . . � � � ��°���~, , ` ;� ° _ ' �, ;' STRIJGTU�ZAL WOOD FRAMIN6 � - � � . � ` � � _ " - ' , ; : �,,'�;� °,",, � • u � -, . , a. Except where noted otherwi9e,all �" Ivmber shalf ba Douglas � � � — — — — — — � — + ` . , � �; ,,1; v'" ° � ,� � , � � Fir-Larch 545 No. 2 and battar, and all solfd timber � — . �� _ ' �- _ > . ���` � �, �� ` ,� , � . bearr+s and posts shall ba Douglas �ir-Larch No l. , - ` - , -_ � � ' ti ` � _ �r�' •z �Y1S1d215: r, }"�, �. , . ,' a , , � , " < _ " � b. 5tuds shait ba 5tud grads and better Hem-Fir,unlass noted ' �' � , , , , " � � - ' , _, �.'°';."���� - - ,� .� ' _ � � otherwise on drawin s � �� �� _ . , , , � ",�_ ,r _ _. , . _ . T � _ - � _ c.Top�and bottom pla�es shatl be Douglas Fi�-Larch�2 and better , 1 � � , , 1/18/Ol, 5 �k,°. , „� * � �' � , , � , • d. f'rovids solid blocking at gupports for wood Joists Within fioor � - COO�?D�1��TION/�'3�p $�T - ° � ' � `�r' - : � ' _ � - , )oists spates beneath soiid or built-up �olumns noted on pians, / �j 2/$/�j F �t� .� ,�^ � - � � • _ . , � .. � : . ,.,,f� . ; . , y _ - _ bio�king of area eq,uivalsnt to coiurra� above shall be provfded /� n,J COOf��1�Q��� S�T Y �� +,' v � 3� � ;}:�,"- ' � ' - � e Ptovlde wind/sefsmfc anchor�at supports for all roof Joists and " \�" � , . ' ` z` ��fti„, � 3 � ' � � , • - ' � trussad rafters Anchor type shall be apProved by the 5tructural � - , � ' ; - ° �,^�,��'''��' ;. ��� � ,. � „ , �. _ � � , �r► �necr. ° - . � . ' ` 3PERMIT�S�T_ .. ' ` � . �M;°��k=j�° • °� � ' t f,ExZept as noted otherwise,mfnimum nalling shall be provlded as � i , � < �• j , ` �;'` '°'� - . , � specified in Table No 23-II-B-I "Nalling Schedule" of th� UBG � , �1 9 , , S/1�4/O1 � � ` ,� s '`'��> - i� ` , -. 199'1 edition 2 x 6 studs sha11 hava 3-ibd nalis each end. , � . ��1��S��NS - ��,"�,;" :,�q ����� °'�,� ��� � � _ �, g All floor and rooP sheathinr� shall be as noted on the � � ��: � r° drawings. Nall and glua floor sheathing to floor�oists �' ` ` � � • � � ` � ` with adhestva �onform(n9 to manufacturer's specifi�ations � ���",�'t`�,�� �;� �, �� , � , , , h Trussed rafters, or manuPactured�ofsts, shall ba designed by a ' � - �>m � ; `, . "�v� _ '`'' � � - � Golorado reg►stered eng�neer to support the full un�form dead ' � - - -�., �LN�\ . .. ��i i +. `�. ��_ y y . � J � ` ^ � " ' ». ��I,.� .� _ , and )lve loads and c�y othar superimposed loads Web arrangement � `' �_;�',��.,�; °',_ , ' , ;ti ' r , � � , and membe� forces shail be determinedby the fabricator , _ ` _ , °„ ��.� �, ` � ' • ' ° • ' � 5tresses'shail not exceed thoss ailowed by the UBG., Eaa-r - ' � � �' ` 'F . _ � ` ` , - ' edition. Load duratfort �dctor shall be I.00. Ali truss-to-truss ` � - ' ', , � _ �'Y+:° �;�y, �"'�' connect(ons shal� be designed and specif�ed by the truss �OOSE LINTEL5• � � . � t , , _ �, ,�r� ���� `- V`°€r°� ' � � , � � ` manufacturer. r a.Unl�ss noted otherw(se,provide loose lintels as follows: � ' � � - � �4 ;- ""� � . - �� � � �� . ` ` . � � t. Unless otherwise noted, ateel �onnectors such as thos� (one angle for each 6" of masonry th(ckness to bear 6" minimum , . � � • _ � w - - '' ' �u y° ' � ,,' , � � � � manufa�tured by 5impson Gomparx� shafl be used to�o�n rafters, each end) Opaningg to 5'-O, L5x5x5/16,tJpenings from 5'-f � � � , ' _ , �_, , - � } , _`'';.`,'�" "..�- ,", ° � to 6'-6,15x5x3/S � � - � � � , , ��, , • : << � • � . , trusses,Joisls,or beams to other metnnbers at flush-framed ° � � � „ � � , , . ��,. � . � _ , . ' i'��, ., ' ;z .�; - - �� "- ` , - ' cond(tfons. Gomector �ond(tions not otherr�isa notad shal I � � � _ r �� - ��`�' ��-� ' utlitze T e U, T � IU or T e HU hon ers of a slze s e�iflcaii � , °,' s��:,"�''',`t � _ �„'' � � �F,' < '6 ' _ , - • m deslgned for themember s�ported,as shown in manuf ac�urer�s a. AII grout beneath column base p�ates or stes{ beams at bearing - ' - � ,�� F �' �k� . � .s� � � - � shall be n n hrfnk - , . ' ` . �,'� T �`,� , �` °, � . , �' publishad tables. o -s , "Embeco", "Five-5tar" or�ec�,ual. FRAMING NOTES , , - - . � < _ �``j��-, t F= � � '.�� �.� Laminated veneer lumber �designated M=L on the drawings) shall ` ' � _� ` � .. , � EXTERIOR WALLS � ' DSf.C: , ' ` SI�,4IOI.� '� �°lt'"�, °'' ;,�`�'r `�'" _ , , ,' , ° •, be 1 qE Trus-Jo1st M�acMlllan MIcro=Lum LVL or equai, of the size BAGKFI�.LI�tG• p � , � , ' . "'r' ��� Y t;:,�'` indieated on the plans. .Trus-.bist MacMillan 20E Para(lam E�SL a Do not backfill agaUst retaining walisuntil supporting elemants a All exterio� wafls are 2 x b,studs � I6 0.�.ta a maximum T LL����Y �� � 9 - � �� - � � . �toducts of equai dePth and width may be substttuted for bullt-trp are in place and securely anchored,a^ adequataly shored. height of 12'-b, � x b studs � 12" o.c to a maximum hefght of ' � � � ? ' , � y f, , �� t � � � , _ ',�+�r.`t'r �� � - =$� ��"� ���-� �- � � , � � � Mcro-Lam bearrts and eaders indi�ated on the drawin g s Micro=lam b. Ver(f y t y pe of fIA with Soils En�ineer and 5tructuraf En c�ineer ; 14'-6 and 2 - 2 x b's �9 I6" to a max�mum h�ight oF !7'-4 unlesa , > - � , a :i,_ , . .,;° . . _ ► h , otherwiss noted. , � . Project I�1o' °,�iTt�.00249- ;; � ,, _`, i._ �,r , a `° '; Y , , proc�cts may not bes substituted for P�allam products (ndicated prior to backFilling. t - - . - , , � ��;=' ` ;;� �w _ �4 ,� , f � " � on the draw�ngs ` , �� z � b.Prov�de 2 - 2 x 10 headers over alI door and rvtndow open�ngs° _ , t` ' , ,r T ^ ; , j '`'�' ` 4�- ` k.Aii'muitt le member beams shall bs lued and nailed to ether. _ �nless athsrwise noted. ' ° , �$�b ,;,' ��� "y.;�' �.° , � ,�F. � f � . , P 9 9 STRUGTURAL �REGTIOK"AND BRAGING REQUIREMENTS � „ , 9. . s`� °''~� � , �,'�`, `p � ''= ' . ' a = s ` - ' a. The 5tru�turai draw►nge �Ilu�trate tha completad 5tru�tura �vith �. At beam bec+rinc� IocaEtons in stud wails,prov�de muit ple-stud _ . , � _ , A . � . , _ : y D� , `�� , , � _�� , � ° . , ° _ • , ' osts e ual to width of bearing member unfoss noted otherwisa . - . . , - a � ,�' ' °._ =.�'Y , t . : S�R,�'[IJRAL MA50N12Y:� . ,, , aA e(ementg in the�r finai positiona, proper(y supportsd and br ced. � P Q � , �, . • ; , � � , � . - � . . �,��'�''",4°�` �.; '' � � }r � ' � ' . L � ' � � a. Hol�ow load-bearing concrste mdsonry sholl be lfghtweic�ht units _ b. The Gontra�tor, in kha proper seq,verce,shall pravfde shorin and � Y � ' - � - � _ ` � � � " � , ehECk b _ � � } ° , ' '` R'r `��, � ° , , � ,� � � ,, co�ormfng to AS7M G90-'75,C�ade N. fMinimum f'm - �,�oa psf brac as ma be re uired durin ccnstructiort to achieve the finai ° ' IOR LOAQ-BEARIN6 WALLS: � , � • � , - � '�'}-} - T �� �' - t �rt f����° ',';� - ' ,� .` Y ' ` � . � , b. ��Mortar shall bd s M or 5. Mag cement shalt not be used_ ` . ' � y q � .9 , , < � a. Interior laad-bec�fn� walls cara 2 x 4 studs ct 16" o.G.unisss, �. e . • , � , , • - i � , . �,�< �, , , . ,� rt 7 _ . . , co leted stru�ture. , . . , � - , � ��r� ' , � , �p � "� , otherwise� notad ` " ,, .';� � , .<` _ , � Admlx�ur'es shall not be addad fo�'any�oason unless app�ovad by tha � � , , _ j,� /�j.,� '�/� ,. _ � , _ ,,;'',`,��"� � _ ' ` .�;` � . ,-, ' .' . - . , � � �r`chite�t: Min�mum cube st�ength�'m =J,800 pst. � tND BRA I11G� , � , , - . ' , n - - - b. Provi�i� 2 - 2 x f0 hoaders over openings in wall unte�s otherwise� r . ' ' , � r 1 I �./T 1 -{ ��0�, ���1 " � I �� ���� ° , - . � Sheet: , . _F , f` . .'`�a,_�; . ,, _ . � _ _ _ ' � �;c. t�ae Zontinvou5 ha�tzontal�watt reinforcl� �n all maso � walis. �- � � � . _ noEed, . . _ , � , , . " ' , � , � , �� � _ �" '_ . , , - � _ - , ,� ;�y� ; - ,`', , _ . „ , , � , _ "9 ^^� � a Walis over b Feet I�ng wh►ch are sheathed with gypsun� wallboard _ , �.A� boam bear►ng locations in stud r�afls,provid� rrwitipi'e-stud , � , � - ° � _ , z . - . � , , � • � ," �;' .��,°�� � ;� � r ' ' .. _ . � - Ratnfor�tn shc+il bo w�l e - e �h v ri nd orces tn � ; � , _� , _ � ,, _ �_���. . . - _ , - � _ � _ � . . � ' , , " ' ` " � , � . � �. , _ << ` � ded type with q gage stdewiros�and.�1 gag on one or bcth fac s a e besA desi ed to ros�s� i f � `�' � "` `�f��' s�_' ,, � ; . ,� � a ,- ` trussod cross wkes Wir�,shaii t.onfarm to ASTM 5pa�if(cption R-62. . accordw�ce witFi Tabl� 2�-I oP � ` , . , . ,, , � posts eqyat to width of bepring momber uniass noted oth�nvlsd. _ , , , - , . . , x , . ��•,�,° .r` '`•' . - . , , . , d. Maxln�um varkl�at 5pacing of int retnforci shali be ib` thC U.E.G. � � � - _ . . , . , , - - - , , . - _ . .. 3 '`x_ � -�,,, . . , � � � , fi 1° ^9 � b Nail all f12" 9�sum rvallboard to studs and to top and �aottam , y z �",�-.t70R � TIQN+ � - ,_ ° . _ _ � � . - - � • - � -, � ,u�„� ��� „ v "a � . , _ - , w , `� � ,. , ~ ' , ' , � , . , _ ,, ��` � '� `,' , _;, , , -. ° „ . `�_ Fpl all voids eand eeiis W(thin 12" either stde oftienterlin� oF beam Piatss w(th Sd eooler�naiis at '1" maximum. � . , , _ a. Provide 3/4" th�k,Af��ratad sha�athing,3Z/I6,axpo5ure 1, , , - . • , F , � . . , , ��, . �;,r" , d ;;` `_ ,. `1- ,', , , , . ,� , . . , . , ' � °c�d s�lurnn locations Wifh a�tert(cat Na.4�e�nforcing ba- and grout , , c. t'rovtdeo i/2' thi�k,APA raEed sheathi�g,�4/Ib,exposure i,at � , ' � ,� ^ `iongue dnd,groove. 6fus�ar�d natl panels to al! supparts: f , ' , ,_' ' ` ' - , � � ' � , ' � Y �' .� ' � � � _ _ + �. ' - "• , ° � , - . .� • � ; ` ;'° � `. , . 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CN,4NDELI�R i Revisions: . I � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J \ BUILDING 03/15/O1 , I I I �- - - - � � � � �' NOT�S: ' \ I I PERMIT ISSUE ,F � — REVISED OS/14/Ol - # - - - - -- - - - - — — — — — — — — — — — —�— � � MEGN�4NNCAAL Df�IUINGS AN1� EQUIPMENTAT IUItN � . BUILDING OS/18/O1 �. - - -� - - - - - - �- - - -� \ ) ( / � PERMIT ISSLTE � I �— — — — — — — — — — — — — — — — r I � �� � I I I ���� o� col� : � I I I I #� � o `` � I I � � E � G '� . , � ' ( � -1597 � � � ���� a, SED A R��� � � � � '_, •` � � � � Date: 03/15/O1 ,, � Project No: 24010.00 , � 1 3 � � 'r� Drawn by: SRN ° ' Checked by: JGL Sheet: � - NOI�'11-f ,. - � � � � �� � � ���U� � �� �� 1 �N�`li`� 5����' „ � i i � • I� _ EI.1 SGAL�: i/� = 1 -� �� – �OS� – 1 ii I � . � � - �C 2000 SMA ` �� - ,, �� - � � � � • ���Ct�IC�I.. ��C��1�11� NO�t�s: SYMBOL D�SGRIPTION Sl"MBO_ DESCRIPTION 51'MBOL DESGRIPTION SYMBOL DESGRIPTION I GOORDINAt� LOGAtfONS FOR THERM08t,47 IUItH Segerberg Mayhew . MEGNANIGAL DRAUJINC�S AND EQUIPMENt &Associates Architects • � DUPLEX CONYENIENCE OUtL�t �'iq, 4-IUAY SIUItGH O YC YOLUME CONtROL .� EXNAUSt �AN 3. $MOUNt�D DIR�CtL1r ABOYE SASE TI�IS F�OOR UNL�55 P.C.-A.I.A. m DUPLEX CONYENIENCE OUTLET - $D DIMM�R SWITCH OL7 LOIU tEMP S�NSOR QQ T�4ERM05TAT N07ED OT�I�RUJISE , YYCzFI CsROUND �AULt INtERIJPT �� ' AG DUPLEX CONvENIENCE OUtLET Q R�CBSSED INCANDESC�Nt LICaHt FIXTURE N NEAt S�NSOR �Q JUNCTfON BOX � (� DUPLEX CONYENIENGE OUTLEt - � ���C.�L}.�T FIXtUIRE �CESS�D INCANDESCENT �5U1 GONtAGt SIUITGH � ELEGTRfCAL P,4N�L tt�' IU�ATN�RPROOF ' �� QUADRUPL�X CONVENIENGE OU7LEt � C�ILINCs Mtp. ING,4NDE5G£Nt LIGNt �IXtURE SUI�FAGE MOUN1'ED FLUOR�SCE�It LIGHt �IXtURE �sD SMOKE DETEGTOR � EXT�RIOR IUALL MOUNTED INCANDESC�NT ARCHITECTURE, � � FLOOR MTD. DUPLEX CONYENIENGE OUTLET � LIGHT �IXTURE � StRfP L�GHTING �o CxARAGE DOOR OPENER PL��NNING, INTERIORS , � FLOOR MtD. 1��4L�-SIUITCHED CON1/ENIENG� OUtL�t INCANpESGENt LICsNt F XTURP � lU�4LL SCONGE CEILIN�s FAN ' � +�AL�-SWItGHED CONvENIENGE oUTLET 05S ALARM ,4NNUNCIATOR �� UNDER-CABIN�T L.IGHt ,0 PENDENT LIGHTINCs (LOUJ vOLTAGE) Main Office: Vail, CO � 1000 S Fronta.ge Rd W, #300 j � SPEGI,4L POUJER OUTLET � MOTION DETECTOR � tELEP�IONE OUTL�t � • cN,aN CH,4ND�LIER Vail, CCl 81657 Tel: 970.476.4433 i � SWITGH QK KEYPAD Q t�LEYISfON OUTL�t Fax: 970.476.4608 �3 3-WAY SIUITCH Q 5P SPE,4IGER Denver Office 1617 Wazee Street, Suite C2 Denver, CO 80202 Tel• 303.623 3355 ' Fax: 303.623.2262 I info@smarchs.com ' 2 � wtivw.smarchs.com � � i I � 2 � , ,- - - - - - - - - - - - - � � � � � � — � i � �i ' � i i � � �' � i i W � � — — — — — — — — — POWDER ROOM I � _ � � r7 � -i , O � j � i i i i � � .� iii � ! i i i i i � —� - - - g � 0 � � � L1 � O � L — — — — — — — — — — — — — — — — — — — — — — — V � - - - - - - - - - - - -1 � � I I � FOR EXACt LOCATION � � � O CON9UL" aRCI-117EGT � � � � � O � � � � FOR �XAGt LOCAt f ON r l D I � GONSUI.T ARGHItECt � v � o � � � � UPPER �NtRY � � � � � - - - - - - - - - - � �- - - - - - - - - - - - - - - - - - - - - - - - - - - �1 � � �vC — — — C I � � � IN �LOOR CABLE � � i PROVID� ON S�PER4t� I � I • 20 AMP CIRGUIt - PLUCz ALL � � UNPERGOUNTER COMPONENTS INTO SURGE BEDROOM OUtL�TS QROTECTION � I ' � SUJ IN CABINET � � �IN GABINEt � I ' �� � — — — — — � ; � LIYINCx ROOM � � o� � �� � � SW � — — — — — — — — — — � � - \ / \ / '�, � i � Revisions: S7AIR \� i� BUILDING 03/15/Ol ' , � / � �, PERMIT ISSUE j REVISED OS/14/O1 i �P � E IRMIT ISSITE 8/O1 � � '�� � � � � — — — — (-- I sw sw I � � ( — — � � ,�� oF co� � ` � ( � ��@ �°o I I . t, ; ( � � �- 59 RG � r I I �,, I I I ����'� 'C�q��� i I � �� i . I I I � � Date: 03/15/O1 l = ( � � � I Project No: 24010.00 � I � � � I I I I Drawn by: sRN ', Checked by: JGL , 1 3 � � - � ������ cj���� Sheet: � i No�:� � . 2 � � �� � � ��1�� � �� �I � � � � �� � � ���� � �� �I � �12 SC�4LE: 1/�" = 1'-f�" �� — �� � — �j ii ��.2 sc,���: v��� _ ��-��� �� - 91 ' - 1 '► C�2��0 SMA �i . L ICx�t �IxtUi� �C���U�� ��.�Gti�IC�� ��C��NL7 ' � g,r,�eo� DESCRIPtIDN Segerberg Mayhew ID M,4NUF,4CTU�vEi�' DESCRIPTION MOUNTfNC� LAMP i�M,4i�l<S &AssociatesArchitects � DUPL�X CONVENIENG� OUTLET P.C.-A.I.A. � ,4 EDfSON PRICE "MINIM�4" 3m, lUNitE OC1',4CxONAL PAR 30 LENSHOLDER LH3�, 1NCLUDE ��� �RpUND FAULt�Nt�RUPOUTLET - OU7LEt BOX UVF/3:I5 FILtER B ED(SON PRICE "SICsHTL INE S" SURFAGEP MTD. TRACK, 20 Ac DUPL�X CONI/�NIENC� OUTL�t AMP-3�0Y, WNItE SURFAGE MTD. � DUPLEX CONY�NIENCE OU7LEt - LENSNOLDER LH30, INCLUDE UYF/ �P UJEATNERPROOF 8-i EDISON PRICE 7RAGK FIXTURE "MINIMA" 3�, UJHItE PAR 30 3.75 FILtER, �IX7URES � 3D" O.C. �4 QU,4DRUPL�X CONYENfENC� OUtLEt ARCHITECTURE, G LItHONIA LC6 DOUJNLICxNT RECESSEO '15 lU A19 PR�MIUM ,4LZ�4K CONE CG3,4 � �LOOR MTD. DUPL�X GONYENIENC� OUtL�t PLANNING, INTERIORS �LOOR MtD. I-4ALF-SIUItGHED CONI/ENI�NC� OUtL�7 D LItNONl,4 LC� DOWNLI�HT RECESSED �5 W A1g POL�'CARBONA7E L�NS �LFi � Main Office: Vail, CO HALF-SWITCUED CONI/ENI�NC� OUTLEt 1000 S Frontage Rd W, #300 E L17HONIA LC6 DOWNLIC�NT RECESSED 40 lU A19 POL`i'C,4R�ONAtE LENS 6LFi � Vail, CO 8165'7 SP�CIaL. POWER OUtL�t Tel: 970 476 4433 Fax• 970.476.4608 F 2'x4' �LUORESCENT SURFACE MTD. � SWItGN - F-t B-K LIC�HtfNCz, INC. BRIGK StAR RECESSED SiTE LIGHTING - TO MA7CH F-i �3 3-uJaY SWI7cH Denver Office � USED ON C�) RESIDENCE 1617 Wazee Street, Stute C2 � � 51TE LICsNTING - TO MA7CH �-1 �'4 �4-WA`r' SU11tGH Denver, CO 80202 � �-2 $-K LICzHTINCx, (NC. ROADWAI' LICxHT FIXTURE PEDESTAL USED ON CE) RE5IDENGE Tel: 303.623 3355 , $p D IMMER SUJITCH Fax: 303.623.2262 . Cx UJALL SCONCE SURFACE R�G�55ED INCAND�SC�Nt LICsNt �IXtuRE � uifo@smarchs.com 4 LI�C.s�i�+T FI�XTUIR� RECE55�D INCANDESCENT www.smarchs.com � C�ILING MTD. INCANDEBG�NT LICsHT FIXTURE 1 2 � 5 � �X7ERIOR WALL MOUNt�D INCANDESC�NT LIGNt FIXtURE �XtERIOR SUt�AG� MOUNt�D � INCaNDESG�Nt LICsHt �IXTURE I ( �SS AL�4RM �4NNUNCIATOR �J I ( � MOtION D�T�CtOR ^ �K KEYPAD � I I I Q 5P SPEaKER � ( � II I I Q YG YOLUMB CONTROL � � — — — — — — O N� N�At 8�S RNSOR � -�- � o O �sw coxtacr s�uirc+� � I �— — — — — — — — — — — — — — — — — — — — — _ ____ �Q� � SURFAG� MOUNtED FLUORESC�Nt LICsHt FIXtURE � �� ( ..� � StRiP LIGI�TING � � RE: M�CN PLAN �OR �LEC. R�QUIREM�NT9 � UJALL SCONG� [� O �1 T ` I � UNDER-C,4BINEt LICsI-IT � v � � F � T�LEPI�ONE OUTLEt H a � ii � . I � � �N 11'-�" 11 -� � 4 t���visiou out��r � 8'-2 1/2" � � � EXHAUST FAN � . � I Q tNERMOStAt _('-��i -J�_�ii t I _ _ C � JUNGtION BOX � , � � ' 'I � -''ct '_ II �' �LEGTRICAL PAN�L � I 2 -0 N � 2 0 �gp SMOKE D�T�CTOR � � � �2�-2 ��2�� o� GARAGE DOOR OPENER , S�_�„ � _ �T � o D 3, 9�� EQ. 0 cQ. � '-9" C�ILING FAN � � P�NDENT LIGI-ITINCa CLOW YOLTAGE) � � � N �A — — — -�-N — — — — — �-�- — — — — — — � OGHAN CNANDELI�R �Q. EQ. 61 8�-2 1/2�� �, _ � � O SS C�SD ( ��o � � ,�, � ,q EQ� 8,_2 1�2„) EQ, _ 1�0���''.�' : Revisions: - CMIN. ���� �M�N. ���� j j BUILDING U3/15/01 �`" 1. COORDINATE LOCATIONS �OR tHERMOSTAT WITI� pERMIT ISSiJE �' � — �— — — — — — � MEC�IANIGAL DRAIUINCsS AND EQUIPM�h1T �tCa ` W ��'��� I � _ _ _ � a. xxx INDIGAt�S GEILING �IEICxHT REVISED OS/14/O1 � I BUILDING OS/18/O1 C G C GLC�. MtD. , W fi=izOJECTOR PERMIT ISSUE I �,- D�,�E� 2�_ � � � oD I � � o ,� � o � ► — — — — — — — — — — — — — — — — � oF �oc S'-2 1/2" � F �,'�� � - - I I TO UJING�4 5� �o }..� C G G CO1�1Ti�OL AT , Y F I LEu�L 3 CLC�. ( ( _ _ _ � S R ERG � � • 57 � �� ,.,. � � I �`'��, ���,�' ,� , f� A�,C .. ' I - - � �� � I ( I � Date: 03/15/O1 I �4�-� 3�8" ( ProjectNo: 24010.00 � I I � I I Drawn by: SRN � ( Checked b : JGL ( � y � I � ������ cJ���� I I I Sheet: o NOI��'N � 3 � � � � �� � 1 ���� � ��� � �� I � fl�� �� �1� , • �1.3 SC�ILE: 1/�" = 1'-�" ��„_, - '�J�� - 8 ��� �� • � OC 2000 SMA �-' i a, r�� , ' - � L IC��T �IXTUi� 3C��L�U�.� ��.�C�'�'IG�� ��C��l�ll� . g,-,�,�o� DESGRIPtION Segerberg Mayhew - ID 1„�,4NU��CTUfi�E�' D�SCi�IPTION MOUNTfNCx L�MP R�M,4RKS � &AssociatesArchitects Y,��,, DUPLEX CONVENIENCE OUTLEt P,C.-A.I.A. � A EDISON PRICE "MINIMA" 30, IUHItE OCTAGrtONAL PaR 3� LENSNOLDER LH3m, INCLUDE DUPLEX GONYENI�NCE OUTL.ET - ' OUtLEt BOX UVF/3.'15 �ILtER ��� GROUND �AU�t INt�RUPt n , "SIC:HTLINE S�� SUR�ACED M7D. tRACK, 2r� � ouP1.Ex cortv�Hi�r�c� ourLEr B EDISON PRICE AMP-300Y, IUHItE SUR�AGE MTD. Q�u1P EAT�RPRO�NIENC� OUtLEt - �V� �� B-1 EDISON PRICE tRACK �IxTURE °MINIM,4�� 3�, WHITE PAR 3� LEN3HOLDER LH3m, INCLUDE U�rFi C,lUADRUPL�X CONv�NI�NC� OUTLEt ,, 3.�5 �ILtER, PIXtURES a 3� O.C. �� ARCHITECTURE, ` C LITHONIA LC�o DOUJNLICxHT REGESSED "15 W A19 PREMIUM ALZAK CONE CG3A � �LoOR MTD. DUPL�X GoNvENIENGE oU7LEt pL��NNING, INTERIORS D LiT�►oN�a LGro DOUJNLIC�HT RECESS�D '1� lU ,419 POLYGARSON�4tE LENS �oLFI � ��-�R MtD. �4ALF-SIUItCNED CONY�NI�NCB OUt��T R m Main Office: Vail, CO �.�, Nr4LP-SlU17GNE0 CONY�NIENG� OUTL�T 1000 S Frontage Rd W, #300 � E L17HON1,4 LC6 DoulNl.f�NT REGE55ED 4� uJ A19 PoL�rCAR�oNa7E LENS 6L�1 � SP�cia� Pou�R ou�r�.�r vai1, co si6s7 Tel: 970.476 4433 V� � 2'x4' FLUOR�SCENT SURFACE MtD. � BWItGH Fax: 970.476.4608 E , F-i B-K LICxHTINC�, INC. BRIGK StAR RECESSED SItE LIGH7ING - t0 M,4TCH �-1 �3 3-waY switcN Denver Office USED ON C�) RESIDENGE 1617 Wazee Street, Suite C2 f� S17E LICxHtING - t0 MAtCI-4 �-1 ��4 4-W,41' SWItGH Denver, CO 80202 � �-2 B-K LIC�N71NCs, (NC. ROADW�4Y LICxHt FIXtURE PEDES7AL USEL? ON C�) RES(DENGE Tel: 303.623.3355 � , �p DIMMER SUJItCH Fax: 303.623.2262 , � REC�SSED INCAND�SG�Nt �IGHt �fXtURE info@smarchs.com ' W,4LL U1A5HINCs RECE85ED ING,4ND�5G�NT www.smarchs.com � ' � LIGNT F(XTURE ' �} CEI�ING MTp. INCANDESC�Nt LIG'sHT FIXTURE 2 �, � � EXTERIOR W,4LL MOUNT�D INCANDESC�Nt LIGNt FIXTURE �XtERiOR SLIR�AC� MOUNtED ` - INCaNDESGENT LICsI-�{T �IXtURE i�.� IQ S5 ,4LARM ANNUi�GIATOR � II � M0710t� DE7�CTOR ° Q K K�1'PAp � � � ( � � Q SP SPEaKER II I �YG YDLUME GON7ROL � Q LT LOW t�MP SENSOR „` O � — — — — — -- — — — — I Q N �-I�At SENSOR � � � _ �su� cor�tact awircN � O S}� � SP O � SU�ACE MOUNt�D �LUORESC�i�t LICsNT FIXtURE � � m '° _ —� — — — � � StRIP LIGHTINCs � O ' � � � �! - � � IUALL SGONCB r'�'1 O 3'-4�� � '¢ � rl � � UND£R-CABIN�t l.iCx�4T � v , 8 � / T�LEP4�ON� OUtL�T � �,..� r B 4 t�LEvISION outLEr V1 � ,t ' SD O Sfi�O "' O Si� � �xNaust �aN ,� I `� 11'-1 I 3/4" TO t�4�RMOSTAt , ° � � I I�_I� 3/��� _ _ _ _ _ — Q JUNGTION BOX � 3'-4" ' B C ��' �LEGtRiGAL PANEL � 3'-�" � ' / B � �sn SMOKE D�TEGTOR � B * / � � CaARAC�E DOOR OPENER O / O � S�O � �- C�ILf�IG FAN � � ^ � �_ — � cJ� m � � c� �, P�NpENlT LIGaI-ITING CLOIU vOLTACsE) � — — — — _C� �-T _ — — F' — — ;�.,, ,,� — — — — � �cNa� CH�4NDELI�R 0 0. �. � ' A � A _ - — N � m �XTERIOR PAt�I `r � Q�'jj� m NoT�s: Revisions: ' LIGHT CF2) � �, '� dp , i 8 .t, � — — — — — — — — — — — — — — _. — — — — — � MEGH,4�NIN A�DR�4WINCsS A D �QUIPMENTAT WITH BUILDING 03/15/Ol I — — — � PERMIT ISSUE � - w �g{� �' � Q SP 3,_�„ 2. xxx INDIC,4TE5 G�ILING HEIC:Ht REVISED OS/14/Ol _,r . , � ,q I 8 ���_�� 3��,�� ��� BUILDING US/18/Ol � - �PERMIT ISSUE � ( C'� � I 3'-4�� �, w � 0 51� ° � - I m J J 61 - 8 � ' L � � 2'-0' EG2. EQ. 2'-0" – TYP. - T�1'P. — — — 3 -q.�� 3'-4" — — — — — — — — — — � lfN C�ILI�ICs �OR � ,' ,Q � 0 Q '�` ROLL�R 51-�AD�) _ �� CO� -' �' ~ � � Q�JP '�Q�� � � ' � — — — — — � sp `� `� K O � � � B �t SGE EG � � I I � 1597 , I � � v~ I � lU�4LIGUJAI' LIC�I-IT5 B i� � yf ����• I ( RE• �l.�G SIT� PLAi� I IL -' -' ,) � F� AR� r � - - - - - - - - - - - - - - - - - - - - - - — — — � . � ( � � � I StaIR LIC'x�17S Date: 03/15/O1 � I R�. EL�G Slt� PLAN I I , Project No: 24010.00 � I I I I � II Drawn by: SRN , � � , � ��t��� 5}-���� Checked by: JGL � I � � � _ Sheet: - = 1 3 � � NC�I��-I � � � �� � _2 ���� � ��� � �� f � f �l� �� ,�1� � E1.4 SCALE: 1/�" = i'-m" • - �� - �8' - � �� - OC 2000 SMA _ � ` - _ -- '� �" � .� ___-_----- � ���-' \ 1.IC��-!t �IXtU �' SC��DU�� ��-�Ct��C'��— �-����� Segerberg Mayhew SYMt30l. D�SCRIPTION S7MBOL DESCRIPTION Sl'MBOL D�SCRIPTfON &Associates Architects ID M�S,NU�ACTURER DESCi�IPTION i"IOUNTINC� LAM�' R�MARKS � DUPL�X GONYENIENCE DU7LEt � L GN7 FIX�tURE �CESSED INCANDESCENT p u���.� scouce P.C.-A.I.A. OGtAGONAL LENSNOLDER LI-130, INCLUDE m DUPLEX CONYENIENC� OUtLEt - .� CEILINCs MtD INCAN�ESC�Nt LfC�HT FIXTl1RE �—p� UND�R-CABINEt LfC�HT ,4 EDf50N PRICE "MINIMA" 30, WNItE OUtLET BOX �'4R �� U1�F/3."15 �ILTER Y1'c�i CsROUND �AULt It�7�RUPT � "SICxHTLINE S" SURFACEU MTD. TR,4GK, 20 AC DUPLEX CONI/ENIENC� OUTLET LICxHT �IXTURE � T�LEPHONE OUTLET ', ° 8 EDISON PRICE AMP-3�0V, WHITE �URFACE M7U. x R oR G o D DUPLEX CONVENIENCE OUtLET - Q 7ELEVfSION OU7L�t LENSNOLDER LH30, INCLUpE UVF/ �wf' UJEAtHERPROOF INCANDEgCENt LICxHT FIXTURE � , B-i EDISON PR(CE 7RACK �IXTURE "MINIMA" 30, UJI-41tE PAR 3� 3."(5 �ILT�R, FIXtURES � 3m" O.C. ��, G2UADRUPLEX CONVENI�NGE OUTLET �SS ALARM ANNUNGIATOR � EXHAUST FAN ARCHITECTURE, f G LITHONI,4 LG�o DOUINLIC�Ht R�CESSED '15 UJ �419 PREMfUM A�zAK GONE CG3,4 � F�OOR MTD. Dl1PLEX GOt�I/�NIENCE OUTLET � MOtION DE7ECtOR Qr TH�RM087AT PLANNING, INTERIORS � NS 1 � FLOOR MTD. HALF-SWfTG�4ED CONI�NIENCE OUTLET QK IGEYP.4D �Q JUNCtION BOX Main Office: Vail, C� ' D LITHONI,4 LC6 DOtuN�iCsNt RECESSED �5 W A19 POLl'CARBONAtE LE 6LF � HAL�-SUJITGHED CONVENI�NCE OUTLET Q SP SPEAKER -��' �LEC7RIGAL PAN�L 1000 S Frontage Rd W, #300 Vail, CO 81657 E LITHONI� LG6 DOUJNLICsHt R�CESSED �40 UJ A19 POLYCARBONA7� LENS 6LF) � SPEGIAi. POUIER OUTLET Q YG 1/OLUME CONTROL OgD SMOIG� DEt�GtOR Tel: 970 476.4433 Fax: 970.476 4608 ' � 2'x�' FLUORESCENT SURFACE MtD. � StUItCH Q LT LOUJ tEMP SENSOR Do GARAGE DOOR OPENER �cFSSE� SItE LICx1�71NCs - TO MAtCN F-I �3 s-waY switc�+ OH H�AT S�N50R -�- CEILIt�Cs R4N Denver Office F-1 8-K LICxNTINCx, INC. BRICK STAR USED ON CE) RES{DENC� 1617 Wazee Street, Suite C2 4-W,4Y SWI7CN Q SlU CONTACT SWITCN Q P�NDENt LICsHtINCs 11.OlU VOLtACzE) Denver, CO 80202 SItE LICxI-4tiNCs - t0 MAtCN F-1 $4 F-2 B-K LICxHTINC�, ING. R0,4pWAY LIG�sNT �IXTUR� PEDEStAL US�D ON CE) RESfDENGE Tel: 303.623.3355 �p DIMMER BIUItGH SURFACE MOUNTED FLUORESCENT LICsI�T FIXTURE OC}{AN. CI-1AND�LIER Fax: 303.623.2262 � lU,4LL SCONCE SURFACE Q RECESSED INCANDESC�NT LICx+�T PIXtUi� � StRIP LIG+�tINCs info@smarchs.com www.smarchs.com � I�t����: 1. COORDINAT� LOCATION3 POR TNERM05TAT IUITI� ' ' MECHANfCAL DR4lUINCzS ANp EQUIPM�NT 3. �MOUNTED DIREGTLY ABOVE BASE THIS FLOOR UNLESS r NOtED OtNERUJISE � W � � 2 � � � 2 � F" � � W � � � I I I O I I � � I ,� _ W o� ) � — — — — — — 3 p 3 3p _ ` � "' � / n i % �/ O�'j�'j cc► / ^ F�—�I � , v1 � I D � i 2'-��� �4 � � G � N S'-�" � � � . � I1'-11 3/8" �'-��� � . . � ' 3�_��� � C-c 11'-113/S" _� � �— l ' = _ C � / F�� O Sfi '-�4 3/�' SP O IN CABINET POR ,% O ,rJ„p ROLLER SHaDE) / `` � � � � m 3'-�° `� 3�_�F�� � O SS 3�_¢�� � Revisions: � �' O �' BUILDING 03/15/O1 Q SD O , 11'-11 3/S" S� '-� 3/8' � �'� PERMIT IS5UE ti p � � � �, REVISED OS/14/Q1 CIN GEf1.INCa �OR �j IN GEI I C� IN GABII�ET FOR �BUILDING OS/18/O1 ,C� ' '4 ,� i?OLLER 5�I�4D�) ��, ' �OR I T - ROLLER SH,4DE) . `� — N `� oP� r R � �`-, � PERMIT ISSUE 2'-�" 2�_��� EQ. EQ. � ' m J � 3 3 J \ � � ct► � TO STAI � � "� 3'-d" — — 3����� 3����� - � — � � — I � I LICxNTIN¢-c '¢ � BE�OUl p � IN SOi�IT �60YE b, ,4 �-1 m �_� '�` _ — F-1 �, ,�� 0� CO �"\�' '° I � I C� SD ' � BERG � � Sfi� � 97 A _ � _ � PROVID� HOOK IN �p � Q t�. ��~ B �z�O��S��PT�URE t � � � � `��f,� ��C`���, � � _ J �t � llh! CEILIt�1Cx FOR cr� (fN C�ILINCs �OR� � ROL1.�R SH�,D�) RO�L�R SHAD�) �_� I � _ _ _ I Date: 03/15/O1 I CC�NTER�D BELOLU wiuoo�u, TYP. � ��-4�� ( I �_� F_� � Project No: 24010.00 ,4B01/� D�CK) � (G�NT�R�D B�LOUJ MI9 PAN�L) , I I I I Drawn by: SRN Checked by: JGL � 3 � � Di ��-r ��� 5���-r Sheet: NO�'i'I-t � � �� �� f � ��1� �� �1� � � � �� � � ���� � ��� � �� f � f�� �� �1� � � � �� � � �� � � � � . E1.� SG/�L�: 1/�" = 1'-�" �� - 8� � =�j �� E1.5 SG�4LE: 1/4" = 1'-�" �� - `�� � - 2 ii � ' C�2000 SMA ,., � �_ s � ��G���IG�L G�N�i��L �IOT�s 1��G��N� I G�� �.�G�N�� Segerberg �� ' - • Ma.y11eW &Associates '� , I. ALL V�ORK SHALL BE P�R�ORMED IN AGGORDANG� WITH TH� LATEST EDITIONS NOTE: NOT ALL ITEMS MAY APPFAR ON DRAWINCS Architects �'e � � 0� TH� RULES, REGULATIONS AND GOD�S O� THE STAT� D� GOLORADO AND P.C.-A.I.A. THE LOGf�L JURISDIGTIONf�L AIJTHORITY. srr�eo� ,s,eerx�v u�scwPrioN " ; ��t { , —p�--- GV GAT� VALVE � 2. THIS GONTRAGTOR 15 R�5PON51BL� �OR GOORDINATING ALL WORK UNDER � HIS/HER GONTRAGT WITH ALL OTHER BUILDIHG TRADES. � BV BALL VALVE °"` ARCHITECTURE, � � I 3. Tf�lS GONTRAGTOR SHALL RE1lI�W EXISTING FIELD GONDITIOKS I'RIDR TO THE —vr— 5GV SWING GHEGK YALYE �r , PLANNING,INTERIORS ..,* � PURGHASE FABRIGATION AND II�STALLATION O� ANY EQUIPMENT DUGTI�IORK � ETG. AND SHALL INFORM THE ARGHITEGT OR GENERAL GONTRAGTOR � B� BUTTERFLY VALYE M�Offtce: Vail, CO � , I PIPING, , � i O� ANY DISGR�PANGIES �OR RESOLUTION. SE� SPEGIFIGATION S�GTION 15010 G5 GIRGUIT SETTER 1000 S Frontage Rd W, #300 { ' . �OR MORE REQUIREM�NTS. = �- HEDV HOSE END DRAIN VALVE Va�l, CO 81657 4�. 4. T�115 GONTRAGTOR SHALL PROVID� ALL MANU,4L AND AUTOMATIG START�RS Tel 970 476 4433 ,� FOR T4-�E EQUIPMENT INDIGATED ON THE DRAWINGS WITH THE F�ATURES D�J--- PRV Pi�55UR� REDUGING YALYE Fax 970476.4608 ,, • INDIGATED IN THE STARTER SPEGI�IGATION. S�GTIOK 15050. p`�— TGV2 TEMPERATURE GO1�tTROL VALVE 2-WAY � Denver Office � TG1/3 TEMPERATURE GONTROL VALVE 3-WAY 1617 Wazee Street, Suite C2 �, �� 5. T+�IE� DRAWINGS ARE DIAGRAMMATIG IN 1�lA1Ui2� A1�lD DO NOT SHOW EVERY --� Denver, co so2o2 � DUGTWORK AND PIPING 0�5ET REQUIR�D. TH15 GONTRAGTOR SHALL � TPRV T�P RELIEF 1/ALVE Tel 303 623 3355 s GOORDINAT� WITH TH� EXISTING, AND OR NEW, STRUGTURE, ELEGTRIGAL, Fax: 303.623,2262 • , MEGHA1�lIGAL, PLUMBING,�IRE PROTEGTION AND GEILING TO PROVIDE O�SETS � VAGUUM BRE�.KER '� A5 R�QUIRED AND APPROPRIATE. DO i�tOT SGALE DRAWINGS. �nfo@smarchs com ,� www.smarchs com � 5Ti? STRAIN�R a 6. T+ilS GONTRAGTOR SHALL PROVIDE AGGESS TO ALL EQUIPMENT,YALVES, DAMPERS, �TG., ABOVE ALL NON-LAYIK G�ILINGS AND IN OTHER GONG�ALED STR�/ STRAINER W/ BLOWOFF YALVF � SPAG�S FOR SERYIGING AND MAINTENANGE. T Tgp TEMPERATURE � PRESSURE T�ST PLUG 7. ALL REGTANGULAR AND ROUND DUGTWORK SHALL �E GONSTRUGTED O� 1 , , GALYAHIZED SH�T METAL IK AGGORDANG� WITH SMAGNA HVAG DUGT THERM THERMOMETER � �: . � STAKDARDS. DUGTS TO BE SEALED PER SMAGNA PRESSUR� GLA55 ' ' REQUIREMENTS. � Y��� � ASTA�T AQUASTAT �q ' 8. ALL hIEW REGTANGULAR DUGTWORK SHALL HAl/E DUGT LINER IN GOMPLIf�NGE � pg�„i PRE55URE SWITGH W ~ WITH N�PA q0A AND A5 DE�IKED IK K�YNOT�S OR TH� SP�GI�IG�4TIOK. SH�ET J �"� METAL 51ZE SHALL BE INGREAS�D TO AGGOMMODATE THIGKNE55 OF LINER 4 FSW FLOI�I SWITGH ��' J M�� DUGT 51Z� INDIGATED ON DRAY�lINGS 15 TH� AIRFLOI�I DIMEN910N A�TER � ^s:� AGGOUNTING �OR LINER THIGKNE55. PG Pi�SSURF GAUGE W/ GAUGE GOGK �� q• RUNOUT DUGTS TO SUPPLY AIR DI�FU5ER5 SHALL MATGH DIFFUS�R NEGK 51ZE. �—' � DRAIN V O � �AGTORY-MADE FLEXIBL� DUGTWORK SHALL BE USED, TRIM TO THE LENGTH � (�) EXISTING PIPING TO REMAIN � REQUIRED FOR PROPER GONI�I�GTION. INSTALL PER MANUFAGTURER'S W � ` REGOMMENDATIONS AND GHAPTER 10 D� THE UAII�ORM MEGHANIGAL GOD� �C "—�� EXISTIHG PIPING TO REMOVE `�`� AND STANDARDS. MAXIMUM LEhIGTH OF FL�XIBLE DUGTWORK SHALL BE NO V � ` MOR� THAK 8'-O". SHEEf METAL DUGTWORK WITH I-I/2" WRAP INSULf�TIOK ""'S Hl�lS I-+��.TING I�tAT�R SUPPLY '� z o ��. ' SHALL BE PROVIDED FOR LONGER DISTANGES. --Hwrt-- HY�4R H�ATING WATER RETURN J � �O. PROVIDE SPIN-IN FITTIKGS WITH MANUAL YOLUM� DAMPERS (MVD) AT A1..L � SMS SNOWMELT SYSTEM SUPPLY W O � ' RUNOUT DUGTS TO DI�ft1SER5 FROM REGTANGULAR DUGTWORK. PROVID� IK- --s�-- SMR SNOWMELT SYSTEM RETURN � V � � LINE MANUAL YOLUME DAMPERS WHER� A SPIN-IK �ITTING WITH A MYD 15 NOT � � � ���I��. ERED EGGE1�1Ti?IG REDUGER � J ^� � .>� II. �AGTORY-MADE FLEXIBL� DUGTWORK SHALL BE LISTED GLASS I �OR U5� �'— FG FLEXIBLE PIPE GONNEGTION W Q ;� WITf-IIN AIR GEILING PLENUMS AND SHALL HAYE INTEGRAL IKSULATION WITH .. ANG PIPE ANGHOR f■L / ` A TH�RMAL R�515TAHGE O� R-4 �OR THE TOTAL THIGKNE55 AND A M015TURE , BARRIER. --�-- BALG BALAKGE VALVE � `� � • ' 12. T+�ERM05TAT5 SHALL BE MOUNTED AT 54" ABOVE �IKISHED �LOOR ELEVATION = PSLV PIPE SLEEVE �' , '�� WHERE INDIGATED, UNLESS NOTED OTH�RWISE. � "' , , --IIl-- U UNION �� 13. T�STING, ADJUSTIHG AND BALANGING SHALL B� PER�ORMED BY A , PG PIPE GAP V e�. ' SUBGONTRAGTOR, GURREKTLY GERTIFI�D BY �ITHER AABG, NEBB OR TABIG � � � SLOPE PIPE DOWN IK DIR�GTION OF f�RR01�1 � . - '� AG�TIGI�S. SUBMIT GOPY O� DAT�D GERTI�IGATE TO ARGHITEGT. PROYIDE �� � - � TNREE GOPIES OF TESTING, ADJUSTING AND BALANGING REPORTS TO DIREGTION OF �LOW J � ; '� ARGHIT�GT FOR REVIEW. R�FER TO SPEGIFIGATION SEGTION I�iqO FOR i ' ADDITIONAL REQUIR�MEKTS. _ �L�X FLEXIBLE DUGTWORK y FIRED FIRE DAMPER � 14. MEGHANIGAL GONTRAGTOR TO GOORDINATE I�IITH ELEGTRIGAI..GONTRAGTOR, SMOKD SMOKE DAMPER � THE SPAGE R�QUIR�MENTS IN SUPPLY AND RETURN AIR DUGTWORK �OR ' � SMOKE DUGT DETEGTION INSTALLATION. D�TEGTOR 15 TO BE MOUNTED BY ��SD GOMBINATION �IR� � SMOKE DAMPER . .., i i MEGHANIGAL GONTRAGTOR WITH POWER WIRING BY EL�GTRIGAL � TSTAT i'H�RMOSrAT ReviSions: � GONTRAGTOR AND GONTROL WIRING BY MEGHANIGAL GOKTRAGTOR. �� c�a (� EXISTING DUGTWORK TO REMA�IN 15. THIS GONTRAGTOR 15 SOLELY RESPONSIBLE FOR THE SPATIAL REQUIREMEKTS, �H� EXISTING DUGTWORK TO BE REMOVED �� AGOUSTIGAL, TH�RMAL, AND �LEGTRIGAL PER�ORMANGE GHARAGTERI5TIG5 �; � ., AND GOORDINATION OF ALL INSTALLATION REQUIREMENTS �OR EQUIPMENT DUGT SLOPE DOWN � `— SUBSTIIUTIONS �ROM THAT DE�INED A5 THE BA515 �OR DESIGN. R�VI�W A1�lD �� DUGT SLOPE UP ; °_% AP1'ROVAL BY TH� DE51GN T�AM DOES NOT ALTER OR MITIGAT� THIS SUPPLY AIR DUGT UP ' - RE5PON51BILITY. � RETURN, EXHAUST OR OUTSIDE AIR DUGT UP ' a • � 16. ANY AIR HANDLIHG DEYIG� THAT EXGEEDS 2000 G�M O� SUPPLY AIR 15 �� SUPPLY AIR DUGT DOY�IN � ' � REQUIRED TO HA1/E A SMOKE D�TEGTOR IN THE DUGT OR UNI7 TO DISABLE THE � R�-I�JRN, EXHAUST OR OUT5IDE �IR DUGT DOWN \ UNIT WHEI�I AGTIVATED. s� FL�XGON FLEX DUGT GONNEGTION `' 17• THIS GONTRAGTOR SHALL VI51T THE PROJEGT 51TE TO BEGOME AGQUAINT�D � ELBOW W/IURNING VANES >_ ,� WITH �XISTING GONDITIONS. �AILURE TO DO 50 SHALL NOT RELIEVE �= ,\�� �t s j GONTRAGTOR�ROM THE R�5PON51BILITY �OR PER�ORMING THE V�IORK PROPERLY. ����", °ic o�`° �o ,�, MVD MANU�4L VOLUME DAMPER ; ;� � � 18. MAIKTAIN ALL REC�UIR�D S�RVIG� AND I�GGE55 GLEARANGES REQUIRED BY �� � � SPIN-IN SPIN-Ii�l PITTINC� W/M1/D . ,`� GODE OR THE MANU�AGTUR�R �OR ALL 1JFW AND EXISTING �QUIPM�HT, �� ,# M _ MD MOTORIZED DAMPER ° :��,``' �� r Iq. ALL AIR H�NDLIKG EQUIPMENT IS TO BE ISOLATED PER TN� VIBRATION s�° ��G� 150LATION SGHEDULE IN SPEGIFIGATION S�GTIOK 15240 AND HAVE FLEX e " BDD BAGKDRA�T DA�MPE2 Q �. GONNEGTIONS ON ALL DUGT GONNEGTIONS. �UG—�" UG UNDERGUT DOOR 1^WNDERGUT HEIGHT ` 24.T�IERE ARE NUMEROUS LOGATIONS IK THE PROJEGT WHE� THE GEILING TYPF � � GEILING OR DUGT AGGE55 PANEL - WILL NOT ALLOW AGG�55 TO MANUAL YOLUME DAMPERS FOR AIR 5Y5TEM5 �vJ � � ABOI/E THEM. TH� DIVISION 15 GONTRAGTOR AND THE TESTING AND BALANGE N�W GONhl�GTION TO �XISTING MEGHANIGAL k � Date: 03/14/01 `' s SUBGONTRAGTOR Ai� TO GOORDINATE THE SEQUENGING OF THEIR WORK IN � =� T�IES� AR�AS WITH THE G�KERAL GONTRAGTOR AND TH� YARIOUS �INlSH `'° �IJBGONTRAGTORS TO BALANGE Tt��S� 5Y5TEM5 AND SEGURE ALL BALANGING Project No: 0-216-00 � - � Df�MP�R POSITIONS WITH SHEET METAL SGR�WS PRIOR TO THE GOMf'LETION OF � TH� �INI5H�5. ;; Drawn by: D)F � • � 21• ALL DIVISIOK 15 GONTRAGTORS ARE RESPOKSIBLE �OR GOORDINRTIKG THFIR � WORK WITH THAT OF ALL OTHER GONSTRUGTION Ti?ADES PRIOR TO I'URGHASE � OR �ABRIGATION. A �ULL 5�T 0� GOORDINATION DRAI�lINGS IS TO BE ` Checked y: PKC : � PRODUG�D IN AGGORDAI`lG� WITH DIVISION I THAT SHOW TH� 51ZE, LOGATION ^� AND ROUTIHG O� ALL DIVISION 15 A1�lD DIYI510N 16 WORK TO IDENTIFY I ' `, �; GONFLIGTS PRIOR TO PROGEEDING WITH DRAWINGS. THESE DRAWINGS ARE TO Shee� �i B� PRODUGED USIHG AUTOGAD 14 AND EAGH SYSTEM IS TO B� DRAWN IN ITS °���°zRe , OWN L,4YER. SUBMIT TH� GOMPL�TED SET WITH AREAS O� GONFLIGT NOTED `�`�� F������x,%�� � o�� . ,d ��,'� o� - ,� TO THE GEN�RAL GONTRAGTOR AND THE ARGHITEGT �OR REVI�YJ. ' `�� '� �- �y�7��;� , f� "'_,�'�e?::'�Y k�- ,a :1 ` CON3U�TANTS INC�y� � �FX.=�� � ' 1123 t,URARIA PARKtiVA`(, �400 + � DErJdER, rpLORACO 8�204 �6 '� 303-623-62D0 FAX 623-8A35 • ,; � L � . �, CQ 2000 SMA , _ i - .+ �' ;'�; j' � � �' `� � � ' `� - ��,F �",.���-�-� _ � a� . �, a• �,*' ��N GOIL UNIT SGH�DUL� Segerberg ��r ., v1� l��� • SUPPLY FAN CAOLING GOIL HEATING GOIL - WATER FILTERS 51ZE (INGHES) Ma. 11eW &Associates �a PLAN AREA GFM E5P PO4�R YOLTA�GE TOTAL 5�t5. MIN. ROWS EAT LAT REFRIG 5AT MAX. TOTAL EAT LAT ROWS GPM PIPING EWT LWT MAX. MAX. 51ZE ASHRAE L W H MANUFAGTURER � REMARKS J � GOI�E 5E.�21/ED�TYPE � ALT A 5L (If') � PH�`iE GAP. GAP. 05A DB WB DB TYPE SUGTION APD GAP. (°F) (°F) RUI�lOUT (oF) (°�) APD WPD (IN.) EFF. MODEL NUMBER AI'CI11teCt5 � � , ' (8150'I (IN WG) (M8H) (MBH) (GFM) (°F) (°�J (°F) TEMi' (IN WG) (MBH) (INI �IN WG) �FT HD) P.C.-A.I.A. '° (°F) '� FGU-I STCRAGE/MEDIA 1,350 O50 0,5 230/I 185 18.5 100 3 �I.O 57.0 �5.0 R-22 42.q 0.1 12.4 l0 q5 I 0.8 3/4 I q0 I b0 O.Oq 12 2" 309c 45 24 21 TRANE TWE-042 � ,3 . �GU-2 BEDROOM 860 0:15 05 230/I 12.3 12.3 50 3 �I O 57 D 55 O R-22 41 I O.I 15S �O 95 I I I 3/4 , 190 I60 0.08 0.35 2" 30A� 43 22 24 TRANE TWE-030 1,2,3 ,, FGU-3 FAMILY ROOM 2,800 0:f5 IA 230/I 39.2 39.2 140 3 �I.O S1.0 55.0 R-22 42.4 OJ 26.2 l0 95 2 1.8 3/4 190 I60 0.23 0.04 2" 30� 38 22 48 TRANE TWE-O60 I,3 �� FGU-4 LIYIN6 ROOM 3,OC)O 0:15 I.0 230/I 40.4 40.4 100 3 71.0 57 0 55.0 R-22 412 O.I 24.q l0 q5 2 1.7 3/4 Iq0 Ib0 02� 0 04 2" 3090 38 22 48 TRANE TWE-060 I,3 �CHI•�C,I,L�, �" • FGU-5 ENTRY 2 1,700 O:i5 O.T5 230/I 23.4 23.4 100 3 71.0 57.0 55 O R-22 42:i O.I 23.1 �0 95 2 Ib 3/4 190 I60 026 0.03 2° 30� 38 22 48 TRANE TWE-O60 1,3 �� PLANIVING, INTERIORS �'v' �� No7E5: I. �a�nDF �IC�t�n'i.It�tE-�-r Main Office: Vail, CO �, 2. HEATIN6 GOIL 15 MOUNTED IN DUGTWORK DOYJNSTREAM OF FAN GOIL UMIT. TRAN5ITIOPi DUGTWORK TO 51ZE OF HEATING GOIL AT INLET AND OUTLET OF GOIL. 1000 S Frontage Rd W, #300 , 3. PROVIDE PROGRAMMABLE HEAT/GOOL THEW�105TAT5 WITH DAY-NI61iT AND OGGUPIED-UNOGGUPI�D SETBAGK FOR I�EKDAY,SATURDAY AND SUNDAY OPERATION. Va�l, CO 81657 �' Tel 970 476 4433 k+� F� 970 476.4608 �,� �y � Denver Office ��N 5GI-�DUL� 1617 Wazee Street, S�ute C2 '� Denver, CO 80202 L MOTOR DAMP�R IZE (INGHES) Tel 303 623 3355 • PLAN 5ER1/IGE TYPE AIR FLOW 5P HP VOLTAGE FAN DRIYE (Gi2AYITY/ DIA OR OPER. MAHUFAGTURER � REMARKS Fax. 303 623.2262 GODE (GFM) (SU � PHASE RPM MOTORIZEDI LxW H WEIGHT MODEL N0. ,� ' (IN WG) (L85) info@smarchs com EF-I POWDER 1200M INLINE 100 0.50 b6W 120/I 1500 DII?EGT GRAYITY 15XI2 7 15 GOOK GG-I60 1,3,4b www smarchs com �F-2 BATHROOM INLINE 100 0.50 66W 120/I 1500 DIREGT GRAYITY ISXi2 7 IS GOOK GG-I60 1�,4,6 �� � • � KOTES ��� I. GONTROL VIA WALL SWITGH � 2. GONTROL VIA THERNt05TAT. SETPOINT=� DEG F (ADJ). �k 3. FAN GFM IS A.GTUAL AT ALTITUDE. ALTITUDE = 8150' '``� 4. INSTALL FAN WITH VIBRATION f50LATI0N AT DUGTWORK GONNEGTIONS � 5. PROVIDE BELT AND MOTOR GUARD � ` �. , 6. I'R01/IDE GRAYIT(BAGKDRAFT DAMI'ER � ��, � W J �r � . J �� H��T �XGHI�NGER SG�DUL� Q � . I-�AT LOSS BOILER 51DE HEAT GAIN SNOWMELT SIDE ASME � O � PLAN SERVIGE GA�'AGITY �WT LWT FLOW SG WPD EWT LWT FLOW � WPD PRESS MAMJFAGTURER REMARKS �r� GODE (MBI-U °F °� (GPh1) PG (�T) °F °� (GPM) P6 (FT) RATIN6 � MOD�L P10. Q �, r���� W `�� HX-I SNOWMELT 3ll.l 190.0 I60A 25.5 30.0 5.0 I10.0 135.0 33.0 50.0 l.4 450.0 TRIANGLE TUBE 1L-40 I � � �"� � NOTES: O �IM� I. �OULING�AGTOR = 0.005 � J W � C.� V _ . � J �; UNIT H�T�R SGH�DULE - t-fYDi�ONIG (Ut�) GOND�N5ING UNIT SG�DUL� - �Ii� GOOL�D (GU) W Q � � PLAN SERVIGE HEATIN6 A1R B^[T EWT ROW � 1�'D MOTOR SIZE IINGHES) MAMJFAGTURER MARKS ELEGTRIGRL SIZE (INGHES) n/ > '` GODE GAQAGITY FLOW 'P °P (6PM) P6 (FT) HP YOLTAGE L W H d MODEL N0. �-� ��GE �LING AMBIENT REFRIG YOLTAGE GOMPRE550R GOND FAN UNIT AMPS L W H MAt�1FAGTURER ��'u" Mg}I ((,FM) � PHASE �� GAPAGITY AIR TYPE d PHASE N0. RLA LRA N0. RLA MGA MF5 d MOD�L NUMBER REMARKS '; � �► ALT. (°F) Z '` UFH 6ARAC'� 46.2 1530 190 I60 32 30 O.I I/8 120/I 25 25 10 TRANE UHP-102 1,2,3,4,5 (MBH) � , , , �� GU-I STORAGE/MEDIA 18.5 q3.0 R-22 230/I I 10.0 62.0 I 05 14.0 20.0 33 2�1 33 TRANE TTi'-024 I I PR01/IDE IM'E6RAL. TH8?A'f05TAT GU-2 BEDROOM 12.3 q3.0 R-22 230/I I �.0 45.0 I 05 II.O 15.0 33 2�1 29 Tf2ANE TTP-OIS I :�, - 2 VHZTIGAL DISGHAR6E GU-3 FAMILY ROOM 39.2 q3.0 R-22 230/I I 28.8 169.0 I I.q 38.0 60.0 3�i 35 3? TRAN� TTf'-060 � � �� � 3 EWT=1il0 DEG F,LWT=160 DE6 F G11-4 LIVIHG ROOM 40.4 q3.0 R-22 230/I I 28.8 Ibq.O I Lq 38.0 60.0 3�1 35 37 TRAN� TTP-O60 I y� ' 4 WATER C,ONTAII�S 30�PROPYLFt�6LYGOL GU-5 ENTRY 2 23.4 93.0 R-22 230/I I 12.0 65.0 I 1.5 17.0 25.0 33 29 41 TRANE TTP-030 � O �i - 5 JOB�'aITE ELEVATtOH= 8150' . NOTES: � �, a I. PROVIDE LOW AMBIENT PAGKA6E , "" ,�f� �IR D�YIG� 5G�-I�DUI.� PLAN TYPE � NEGK FRAME FAGE VOLUME MATERIAV GOLOR MANIFAGTURER REMARKS i'UMP �GH�DUL� Revisions: + GODE SERI/IGE SIZE TYPE SIZE DAMPER GONSTRUGTION 8 MoDFL NO. Q OWN�R GHANGES ° SIZ� (It�IGNES) � PLAN SERVIGE GPM TDH RPM HP VOLTAGE ���IG. MAAIU�AGTURER NPSHR REMARKS IS MAY 2001 ; A SUPPLY BAR 5�f'LAN FLOOR MOUPIT 5� PLAN Y BY ARGH BY ARGH BY ARGH 1,3 GODE (�T) 3 PHAS� (�) d MOD�L NO. (Ff HD) L W H " ' : B TRANSFER GRILLE SEE PLAN WALL MOUMT SEE PLAN K ST�L BY ARGH TITUS 350-RL 2 -,� G EXIiAUST SEE f'LAN WALL MOUrIT SEE PLAN N ALUMIHUM BY ARGH TITUS 350-FL 2 P-I HEATING WATER 356 318 1�50 07� 240/I 54.8 BdG 1510 I-I/2AB 3.8 28 12 14 1,3,4,5 � D RETURN GRILLF 5� PLAN WALL MOIR�iT SEE PLAK N ALUMIMIM BY ARGH TITUS 350FL 2 P-2 HEATING WATER 35b 31.8 1750 075 240/I 548 B�G 1510 I-I/2AB 3.8 28 12 14 I 4 ' �- E SUPPLY 6RILLE 5� PLAN DUGT MOUNT SEE PLAN Y STEEL BY ARGH TITUS 300-RL P-3 SNOWMELT 33 74.1 I'f50 20 240/I 44.5 B�.G 1510 I-I/4BG 6.3 31 IS 18 2,3,4$ �'�w 't, � � ��i ,p, ' `-��, NOTES: NOTES• �.;� � r- I. GOI�IRM FLOOR TYPE (GARPEf,HARDWOOD,FfG) PRIOR TO I1�LSTALLATION AND PROYIDE APPROPRATE MOUNTIPIG HARDWARE I 30�i PROPYLENE GLYGOL �'� '� 2. FI�D LOUYERED BLADES. 2 50� PROPYLENE GLYGOL ��� ;; 3. 1-EAVY DUTY DIFRJSER FOR�LOOR MOUNTED Ai�PLIGATION 3 PROYIDE HIGH E��IGIEI�IGY MOTORS �' 4 REQUIRED NPSH AT SGHEDULED OPERATING POINT SHALL PIOT EXGEED Ob'�NPSHR � + °� 5 PROYIDE ALL PUMPS WITH TB WDODS DURA-�LEX GONNEGTORS �.�..� �,� � �����IY Tl"tl`il� ��U�� � . � ���� ���� � . ,� i� oae e s PLAN SERYIGE WATER SK TANK AGGEPT PRE 51ZE OPER MANUFAGTURER REMARKS t I t �e � K 9'p� ��� � � • v . 3= GODE TEMP PG VOL YOL GHARGE DIA H WEIGHT � MODEL NO. BOI L�R CJG�LDUi..L - �TM05P��R)G W�T�R °°' $ zo �, �_° SIZE (INGH�S) ; � � :, °F (6ALJ (6AL) P51 (11� (IW (LBS) MBH HEATNG ASME � ET-I HEATING SYSTHyi Iq0 30 20.0 IIS 120 15 32 200A Bd6 H�T-40Y PLAN INPUT OUTPUT OUTPUT PRE55 OPER 1/OLTAGE/ R1EL 8�4T LWT WATER � WPD OPFR MANUFAGTURER REMARKS :�,``'' r Ef-2 SNOWViELT SYST'Br( 135 50 20.0 IIS 120 15 32 200.0 B�G HFT-40Y GODE (SU (SU (ALT) RATING P51G PHASE TYPE (°F) (°�) FLOW P.G. (FT HD) L W H W�IGNT 8 MODEL N0. �� ' ��G�� � � ,� (8150') (PSIG) (GPM) (LBS) � ; L` B-I 750.0 630 0 430 0 150.0 30 0 120/I NAT GA5 I60 Iq0 21.4 30.0 5.0 68 25 31 126q RAYPAK MODEL 752 1,2,3 �� � B-2 750.0 630.0 430.0 I50.0 30.0 120/I NAT GAS 160 Iq0 21.4 30.0 5.0 68 25 31 126q RAYPAK MODEL�52 1,2,3 :�i ,,t; '°�.. •�� Zti �li� 5�'1StR�TOR SG�IEDUL� �o�s. i. �oviv� �a,�roRY cortrRO�s Date: ', 03/14/01 ' 1 PLAN SERVIGE GPM WPD STRAINER SIZE OPER. MAMIFAGIURER R�MARKS 2. PROYIDE EGtUIPMENT REQUIRED �OR OUTDOOR INSTALLATION �� �; GOpE (FT HD) (Y/rU DIA HIEGHT 1^�IGHT � MODEL NO. 3 OPEI?ATING ELEVATION = 8150' �� � ��, (IAU lIW (LBS) � AS-I HEATING SYSTEM 35 IS YE5 l I6 55 B�G MODEL R-2 Project No: 0-2��� w°F� ,, . � A5-2 SHOWHELT 5Y5TEM 33 15 YE5 � I6 55 BdG MODEL R-2 ;�, . ;., L Drawn by: DJF r � �` � Checked by: PKC , ; �, � � Shee� �� � ..,�.,�a�.. ;� � �', .� ���,�;�r.���,�,� , �� _ v ��� <y�;� r.�-,`.ID,��A 1� Q ,� • �F , L9 �� � a ^Y 1� �.3 { t:iar�' ,� .�" C ON3U LTANT S IN C�p "� ' a K6 D�d+ _ / ,� 1123 tiURARIA PARKYVA`(, �400 OEPJ�ER, COLORACO F30204 �'��; 3D3-623-6200 FAX 623-8d?5 • "i'..'. 't � � � '� .� /�/� ',w � . O ZVVO SIYIA "k �Y 3 y � . � �, � �� , � �� - a 1� �, , ,, � � \ i �� , n FINISHED GR,4DE OR BOTTOM O� SLAB GALVP�NIZED SH�ET METAL Segerberg � ' - DUGT (ROUND OR REGTA�NGULAR '� GR055-S�GTIOH ) Ma.y�leW &Associates �, i • Architects , � AUTO AIR VENT W/ I/2N P.C.-A.I.A. � ROUGHEN GONGRETE TO GREAT� DRAIH LINE TO PLOOR DRAIN I � a • _ . . ' ' ' ` " '• °. A MEGH�NIGAL BOND, TYP. '"` > - �, , e ' ° • • "� �!•� .— � a – e, I�Q e - - - ——a : �� . , — �, � � TRENGH AND BAGKFILL I I �I �4' MINI I , I� — �'� AIR SEPARATOR W/�TRAINER ARCHITECTURE, I N A AN W I TH CONC TE a � I PLANNING INTERIORS DIVI510��2 AND 15050 -I I °w �t � TOPPI�G � �� �d � I � ��� ��� �� ��� ���. ; TEMPORA(?ILY �ORM 51DE5 O� I �� HW THERMOMETER PROVID� TEMPORARY , a � �����i�4' MIN I 2ND POUR. TO PUMPS Main Office: Vail, CO � S Hyy� INTERIOR OR i'ERMANENT. _ . >' { . � — MAKE-UP WATER va�l, �� 1000 S Frontage Rd W, #300 � _ CO 81657 i �f 1� � •x. EXTERIOR STEEL ANGLE � � � � � I , Tel 970 476 4433 � SUPPORTS. � � �� \ � � ' Fax 970,476 4608 1 Pd T RELIEF j —I I � °°�� '/ �� \� ��[ , I uN�ox—c SHUT-OPF VALVE HOLD DUGT IN PLAGE � ti �I � I I d I�� ' ROUGHEN GONGRETE TO GRE�TE W/LOGK SHIELD WITH GALI/ANIZED 22 GA I I I Ip, � MEGHRNIGAL BOND, TYP. Pl1LL SIZE DRAIN Denver Office � SHUTOFF VALVE —� ° ' `� — VALVE 1^U HOSE END . STRAP g EXPAN5101�1 BOLT - � 1617 Wazee Street, Suite C2 ry UNION—� OR SHOT ANGHOR BOLT. - I I . ° ' .,a, '° , . ° , = 4" MIPI GOl�1GRETE BASE Denver, CO 80202 '}4� M11�1 (2) STRAPS PER SEGTIO .—I °' , � ' '- � ., , I SLAB (15T POU� Tel 303 623 3355 � g Fax, 303.623.2262 � �XPAN510N TANK x ' ' � � _� � � � � � III III i ' � mfo@smarchs com �� www smarchs com �� � BOILER DRAIN � • • FULL 51ZE TO BOILER � t,G FLOOR DRAIN . I NOTES: �° I. USE MINIMUM 2500 PSI GONGRETE. ALLOY�I MINIMUM 48 HOURS BETY�IEEi�I THE THR�E POURS D�PIGT�D. 2. SUBMIT SHOP DRAWIHGS. INGLUDF STRUGTURAL � GALGULATI OI�lS AND ALTERNATI VE SYSTEM (I F ANY) � � �I � �������0� � � �. � �O I 1.�� �Y�i�01�1 I G �I �'I 1�1G B �3Ufi�I �2� �UGT I 1�lST��1��T I 01�1 ��T�I � � �X��1�ls I �1�1 Tr�1�l�IG �'' I �I 1�1G u� Mp scA�E: Not� trto.3 sGAl..E: Not� Mo.3 sca�� Hor� J � ��� �, , � � VIBRATION HA�NGERS PER SPEGIFIGATIONS � �s — — O �a . - - = = W p �� H?.NG FROM � � � STRUGTURE ' � MANUAL 0 � AIR VE1�1T " �rrP.� W J � SHUTOFF VP.LVE O � GIRGUIT SHUT OFF VALV� MAY BE Q V # �MpE��E SETTER 5 TIGHTU GL05 NCCIT SETTFR � J ,�.' � MANUAL GIRGUIT SETTER Oi? STRAINER W/ AIR VE1�IT �xTROL VALVE EGG�KTRIG PLUG 1/ALVE BLOYdOFF VALV� � PLUG YAL�/E W/ � '° MEMORY STOP � �' HOSE GONNEGTION � -+li---------fii--{>4-HN1R------ W Q , SHUT-OFF MAY BE (NEEDED ONLY I� OMITTED I� SUGTION DIFFUSER � � GIRGUIT SETTER 15 HA5 NO STRAINER) GHEGK V�4LVE } • , TI GHT-GL051 NG TYPE � � --al�---�---�--HWR--►------� 1 ..� ! ' _- -J T � P TEST PLUG PRESSUR� GAUGE VERTIGAL �"�5 � Y� -+I�- YJ/ GAUGE GOGKS UNIT HEATER 1 � SHUT OFF V�L.VE, TYP _ - V 4 GOIL � SPHERIGAL �LF . O GONNEGTION PUMP � ' I HW5 �-UNION TYP. J � " � END SUGTION DI�FUSER P8T TEST PLUG �' SHUT-OFF VALVE BASE � 150LATION NP' � � P�T TEST PLUG ADJUSTABLE PER SP�GIFIGATIONS SUPPORT LEG ' . ��ox = = HOUSEKEEi'ING PAD ° - - PER SPFGIFIGP.TIONS R8VIS1011S: � FLOOR fl Y��T I G�� V�l I T ���T�'� �' I �'I 1�G � fix MO SGALE: NONE � � ^ r �Yi7�O�l I � ���T I �1G GO I L �'I �I 1�G $��I 4 �I �I �$ ' - 1�0 SGALE: NONE (3-WAY YAL1/E) � i.�i�l� �V� I I O I� �U�� � I �I I�lG � � M0.3 SGALE: NONE , � �m � � \� �; ,�. � � _�s�-,�., � � - T�}ti R��i � 9d a o � o �j p o 4 K a;`�`?�, �;� R < <'•� �.a -� a p, �� ;�" �: � � � . . . .�� n� 1 .� i� 'i� e .1 ' � ��• i� i .� �� G��� v :; , `;.� L � �, � � S �� Date: 03/14/01 ��� S yy _ � ,�i - L • �`� PPO�E'Ct NOi 0-2�6-00 � x�', L Drawn by: D1F , � ,� s � Checked by: PKC � � �. � � ` � Shee� �'`. �� ��;:.���.•� ��� �� _ , �� ,;�-F �� �,� x�,.� ,�.. . � . - ^ ��� ` � � }bj�M5�4n � `1 wx.�.a�F`1, 1`r �' �S. `KO ' 9 � � CON3ULTANT$ INCi'ar� �'� a 'r 6'�Cie'"o-���.� "� ' 1123 AUFARIA PARK6VA`(, �40� .�'� v DENJER, COLDRACO 80204 �� ��� � � 303-623-6200 FAX 23-6 � � i '1' • • CQ 2000 SMA Fa " - ���;, �; {�" ;, ;} �� � `-� . `.�� r'= "° - f� �� ��� . . , , __ _� � , ,� � Segerberg ' - MANIFOLD VALVE GAP ANGLE VALVES(TYP) SUPPORT Ma.yYleW &Associates !� , BRAGKET Architects ' > ' (.�P) RETURN MAII� P.C.-A.I.A. ,� END GAP TOP OF GONGRETE WALK OR FLODR � �NT �f,a ° 48x30 GONGRETE PIT BY G G. � HEA1/Y DUTY REMOVABLE A�CHITECTURE, � � 3" GONGRETE TOPPING ON 11=i/8" WOOD "I" J015T5 ANGHOR TUBING TO GONGRETE GAST IROH GO�/ER BY G.G. RETURH MANIFOLD PLA `IIr1NING,INTERIORS �A. BEFORE GONGRETE TOPPING � � ' 15 POURED .,, , Main Offtce: Vail, CO " � � , , `• • � 1000 S Frontage Rd W, #300 ' I�lIR5B0 PEX TUSING GURB ; . SUPPLY ° � ° : '' ' � va�l, Co ai6s� p AT 10" O.G. . . - • MANI�OLD . " . .. ,' �� t; , ,! j. � � d . Tel 970 476 4433 . '• j a .• ' , ' • • . ;. . •• •, • " '•' �ETI�R� ' ' �Fa�c; 970476.4608 . v ;r � � �i. • • •• ,• t. ,�• a � ' ` � � �� • • . , .. �2' GONGRE y w� �'" °' •�., � ; MANI FOL � HWS MAI N Denver Office ;�_ 2 SAND . ' ' • ,' 5NOWMELT .' I ,t ' �'°.� •� �- + '�' , - � >.� �. � � •�� � � '` ' HWR MAIN GOMPRESSION 5/8" LOOP � "R—FOIL" .. . , •� . , , • " "' , 1617 ��8 co s 2o2e c2 Hp-�5: PIPING — ' •t • '�' , 4. • . • :' .' . ' ' FITTING (TYP) RETURN �'IPING ► . INSULATION BELOV�1 EPIITIRE I. GONTRAGTOR TO GHARGE SNOWMELT LOOP — � , �WNENT P ITeI 303 623 3355 E � 4 MANIFOLD (TMP) MAIN�Y ��• 303.623.2262 �� ��� =1 =1 I 1- �.1.1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I R �' , , , , • ��� WITH 100 P51 AIR TO PREVENT GRUSHIHG OF R-�OIL _ _ _ • ` ;' ,, ,,t • TUBE WHEN GONGRETE 15 POURED. (NSULATION -I I I I I EART . � • SUPPORT I�nfo tLDsmarchs com f i—i � �—� � �—i � �—� � � 1 i�—� � �—i � �—� � �—i � �—► � �—i .. ,. , � � ' . .� ' • :'• BRAGKET (TYP) www smarchs com 1 , 2. 5EE STRUGTURAL DRAt�lINGS FOR ALL ° � � STRUGTl1RAL D�TAILS. � e NOT�: 6"HOLE IN SUPPLY MANIFOLD PIT SIZE FOR MANIFOLD #I ANGHOR SUPPLY � RETURK GONGRET� TO BE 36"Wx72'LONG MANIFOLDS IN AGGORD/�NGE, WITH MANU�AGTURERS ���: REGOMENDATIONS �L GONNEGTIONS TO � � ;� M�NIFOLD TO BE WITHIN BALL � :� TH� MANIFOLD ENGLOSURE YALVE � S�lO�l1�i�1.T SYST�1� i �iST�LI.�'1"I 01� J � ��T� I � I 1� ST�UGTU��) � �� `�0���+�� ��� I �0�� �I I �i�.�� I i�.� GOMPRE5510N �� J G C SGALE: NONE SGAL�: NONE FITfING (TYP) 5/8 LOOP � SUPPLY FITTING �NP� � ?�� 0 . S �lo�M��.T 1���i I �o�.� SYST�M w o ��n�: SGALE• NONE � � � Z o i, W '� �� � � V , , . � _ �� W Q ,�, GONGRETE DRIVE � � � GONGRETE , • ; ; , . . . ` . - �. ,' ' ' � . . • . �a : • , • WALKWAY . �� . , , �. , ,, � _ �,d.•, * . , . _ : �;� INSTALL SNOW/IGE , A; � i ' , � � d '�, , ;. � � Q � ' �• � .,_� • DETEGTOR LEl/FL. °' - : ' ; ' , Y' ' • ' . • ' . �. -j ,� . . , -' ., • , , .. ,, • �� . . , � : ., a�. ! � / . , YA ,� ` � i � a �I1�✓W �a � . `• � + � . � �d.. � � • Y . . . .�'� � �, • •" � .' ti WIRE TI�S 4, '- � � • ' ' .�" � ' ' � . .' .; .• .•. < `. .' • p ,. • : : •; �° a . ', 2' THIGK SAND BED � � •.e � � � • • � � • ,� � ° . , e� i� • .. . , ',;., � 4 IIR-FOIL�� ' .e •. � � � s � ELEGTRONIG 5EN50R INSULATIOK � g WIR5B0 PEX TUBING . , ___ � 10 O.G. � --��`-----�------�- --- - , �� , z I I=I I I=I I I=I I I=I I I I=I I I=I I I=I I=I I I=I I I./�'��T" ` �,; I I- I I-1 I I-1 I I-1 I I-1 I-1 I I-1 I-1 I I-1 I I-1 I I ��' -I I I-I I I�I I I�I I � I I I I I-I I I�I I I�I I I-I I I-I I �1 _ f} 'y GONDUIT $ GABLE TO — LOGATION OF SNOW/IGE � l DETEGTOR GONTROL WIRE MESH OR R�BAR N��� ReviSions: 5� NOTE. 5�E STRUGTURAL DRAWING .� GONTRAGTOR TO GHARGE SNO�LT LOOP �OR STRUGTURAL D�T�ILS ' WITH 100 PSI AIR TD PREVENT GRUSHING OF � ;�� _ ., TUBE WHEN GONGRETE 15 POUR�D. � � . ...s r,'� �i � � S�101�1���.T :�`�"ST�1� I 1�5T����T I 01� T 1� � � 5�10�41�i��'1" �`�'S � �� � Y��T�G't'O� I 1�1.� T���.�T I O�l � 1��T� I L. (5�.��3 �1� G1��t��) �: � S�1 O�/I G� Y� � � � SG�.LE: NONE � SGALE: NONE "r V �.�--»`�: �. �p R��s�, �' � e,� o �, ��. ' � F � r :�� ;� � • . i� �— Z• e � � � • � •, • � � ��• •o• 0 0 . ��c, � ':- /pN �C>�'� ; � _. � ..�; . ; � � �- ,� ;, Date: 03/14/Q1 S — f—`� � � .� ~� Proje�t No: 0-216-00 � L � i �` � �;a `� Draw by: D1F � • Z / .� � cn�k�d by: PKC 'v / � � � �' Shee� � t� .;•rgrar:e. nt N #�,r-�°-. �Ftw.� � -04°�'^ '�Ff � • v k ^ 0O9 t, �, o vf " �✓ � i�9 �y, u �,`,� F:-,�,r.a�"�. q•, t� . a;�;._�. > -.. � � C ON9 U LTANT S INC�? "�Y eL.�.i� - % 112.3 AURARIA PARKbVAY, �400 � 303-E23-620� FAX 623-8d35 DENVER, COLOR4C0 80 • • ; , � < �. , CQ 2000 SMA ' pz 1 } � • ��'�� ' � � '1 f � , � , i_ 4 . �� i__.� ! .. i � r_ ._ . - - — — --�`- t � � '4 � Segerberg �G� , . � . Mayhew &asso��ates �:t Architects �` , ,�., � P.C.-A.I.A. {° , , � 4 � 5 1 � 1 J � , l . � . •�' �� � � � � ARCHITECTURE, � i � � PLANNING, IN1 ERIORS , � � � I , � � I � Moai�1 Offic�ee Rd w�#oo� ��' ;y, � � � I el:'9 OO4 6144 3 ?� ' � I � F�. 970 476 4608 w � � 24XI2 05A LOU�/ER. MIN �RE� AR�A=1.0 5Q F-T. DUGT � ' Denver Office �, ' � I TO BE MOUKTEQ TIGHT TO STRUGTURE. RE: ARGH DWGS I , 1617 Wazee Street, Suite C2 � � �OR LOU1/ER El�t1/ATIOH. � n�mer, co so2o2 �' � I �bx A� U� I I � Fax: 303 623.?.262 ,. . � � 2� � 2� HY�/R UP , • , { � � --�61�-5 � - — — �--- - I �www smarchs com .�'- ��-- - - - - - - - - - - - - - - - - - b .-�� . ' 1 - � � - - `� __ _ � _� - 5EE M3.1 �OR HOT WATER PIP� ROUTING � � � � i �� �'� ' I � 24X6 SUPPLY AIR UP � '� � — � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- _ — — — — — — — — g � � IOXIO `� — — -- — -- --- — � i — --��_ �— � � .i 1 4 `` �r I � \ 4� 4X8 E 5 12X8 �IJPPLY � � ' � � 13 AIR UP AIR UP 8 � �" �GU-3 � � - W �� i ' - � , J �: � M 24XI4 14XI0 � 12X8 SUPf'LLY � - 5 /� i 12X8 . �� . � �,� I AIR UP � �GU-I I 14 x 12X8 i � � I 5 - / '' � ; o � a. � � ! - 6 x �GU-4 � '� x � � ; ' � i 12x8 : - - _-- � -�' - - - - - - - - C � "� ' � — — — --- __— — — _ ; 5 Q � W 0 �i� � � � ��� �- ' ----� -��%?�- . 22XI0 1 ; 12X8 SUPPLY V � �,�' i „ + t �_ , ' � AIR UP � � i i � O " I �� u `' � � J I `\ I ���� / �' ° 22XI0 5A UP � 3/4" HWS/R � �� ' SXI2 SUP�'LY; O K� � � � / Q V t I, � � '�E, Ai u� - - - - - - - - - - - - - - - - - - - - - - - - - E �L - - - - - - - - - I- - � � �� u ' - -_-q UF�I- - - -T-� � � '' �� T � X � � 12 xb I - - I I � �I � : ARG�I DWGS �OR D�TAILS ' � ; '�� � � I I W � � ; I 12"x6" B ' � I � � � � y� � I TYP. (2) ' ; � � � � '` , � - - — - — - - - - - - - - - - - - - - - - - - - - -� —I — - - - - - - - - F �� • � - - -- - � — — � I I �; � ��� � � � � j I� `�- 12 � � ', G-�ENERAL NOTES L � 12"xb" ,.` � OP G� GRILLE=4' BELOW ��� � ' I. GOORDIN�4TE ALL BEAM A1�D J015T P�IETR/1TION5 WITH � I - 225 - - - - - - - -, � q I I � STRUGTURAL DRAWINGS PRIOR TO FABRIGATION AND � FINISHED GEILIN6 I � � a I I V � " INSTALL. � � � � I �, � � � i . : , , _ � � o �. _ r.�r Ho�s ! i — —� 5 � i � i � �..� ' i I � i - - - - - - - i � I ry I I I HOT WATER PRE-HEAT GOIL. 40.8 MBH,500 G�M,4 ROW, EAT=-l3 � O �° � � � �-� I I I - - - - - - - I I I �- -� � DEG F,LAT=90 DEG �, 2r8 GPM. RE: SPEG SEGTION I✓l�0 FOR DETAILS. � 12X8 �UPPLY — — — — — — — — � s. f IAIRUP I 1 I — � - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � 2 NORT�G NH-020 �1.EGTRODE STEAM HUMIDIFIER. PROVIDE TWO (2) � � � 12X8 5�1PPLY � ( I � - - - - - - - � � . � � ADDITIONAL GYLINDERS AT START-t1P:�i7.1# H20/HR.,�.6 MAX KW, i � AIR UP � 12X8 220�V, I PHASE. RE: SPEG SEGTiOh�1 I�50�FOR DETAIL-S.-LOGA� - - � - i � I i � � Revisions: � REMOTE F�JMIDISTAT �5 SHOWN ON��f2�GO0RDINATE EL.�GTRIGAL � � � I � 5 5 � I �, � OWN�R GHANGES � REQUIR�NTS WITH ELEGTRIGAL GONTRAGTOR. SYSTEM SIZED I I e I ( � I - - - - - - - - - � � 15MAY2001 TO PR�01/IDE 55:5 RH AT�O F (ADJ� BUILDIN6-WIDE. � - - - _ - - - - - ( - J b I I � 12X8 SUPPLY 12X8 SUPPLY � � - 3O NORTEG DUGT MOUNTED DISTRIBUTOR(MODFL B5D-12-102) I I I AIR UP P�IR UP � � i " v � - - - - - - � � , = 4O STAINLF55 ST�EL DUGTWORK. ROUTE STAINLFSS STEEL BRANGHES TO � � / - J - - �_ FGU'S I� TOTAL LEiV�6TH BEFORE TAKE-OFF 15 LE55 Ti-IAN 10'. \ '' � I ! I � "� r ,� . , � . , � . � O 12X8 SUPPL.Y AIR UP (TYPI. RE: M22 FOR GONTINUATION. I I I f�. ,' � � � I I I ,�^����;Y \ �� O 6X6 OUT5IDE AIR DUGT DOWN TO RETURN AIR DUGTWDRK. 7YPIGAL �OR I '� ALL FLOOR MOUNTED FAH GOIL UNITS. BALANGE OUT5IDE AIR AND RETURN � � � '^� � � �� �>�' � �.`"�-�'-`� ; � /�tIR PER �'.�Cil'�EDULE. � � � � /<�,' � � �/ I �o�.��y�R G� � > O ROUTE 6X6 OUTSIDE AIR TO �GU-3 RETURN AIR DUGTWORK. BALANGE � � � � � `. ,' c,°� ` �``�o -� OUT5IDE AIR AND RETURrI AIR PER SGHEDULE. � � � � ,�\ ; I .w -,�; , �, \ , � �i I •a, z. r /y � :� „ � ; O ROUTE 17UGT BEI�ATH J015T5 IN ARGHIT�GTURAL 50FFIT. RE: I I I � ,^. �x ARGHITEGTURE�I_ DWGS FOR DETAILS. � I ( , . , � - '�� � � �� y � �� �eo `� ; O ROUTE DUGT WITHIN J015T SPA�GE. RE: STRUGTURAL DVy65�OR I I I �� ,�<. �%'� I S�Or , ��� .p E)CA�GT LOGATION. I I � � �\ • � I , , �, , � � , � � ! ; � ID ---NOT USFD— I I I � � , y� � ' ,'�, � � I I I \ ,'"� I , II PROMDE RA DUGTWORK SIMILAR TO OTHE12 FGU'S WITH MANUAL � � � � . 7 BALANGING DAMPER. RQIJTE 05A(RE: K�Y NoTE 7) To RA � Date: 03/14/01 � L: �� I I I I I _ � 12 HYDRONIG UNIT HEATER MOUPITED WITH MIKIt�JM 8" BETW�N GEILING � ( � I Project No: 0-216-00 ' '' O AHD TOP OF HEAT�. RE: DETAIL D, I I I � � � �► � � � � Drawn b�y: D)F � � 13 ROUTE HOOD EXHAUST A5 DIREGTLY A5 P0551BLE AND A5 HIGH A5 P0551BLE � IN ORDER TO R87UGE THE 1�1MBER OF FITTINGS. TOTAL DEVELOPED LETiGTN � � I � SHALL BE ND MORE THAN I50'. U5E RADIUS H..BOWS AT ALL. GHANGES IN DII�EGTION. I I � CheCked by: PKC ' � 14 ROUTE DUGT UP SHAFf WAY AND TERMINATE AT TOP OF SHAFT (AT EX'fERIOF� ( � I . �, O WITH MAt�1FAGTURER'S ROOF GAP. � i i N 01�1�N i Sheer. � i I i � ' ` � � a,.�.���;.,. � i oma �� ��p�`'`,°� � _ � � , LEVEL 1 MECHANICAL P � N ��� ;,� � .' -y e„n„_�,a ,� ' M2.1 SCALE: 1/4" = 1'-0" 5 ��i-�j���a ��A V � � � � A (\ c o N,123 AUFAR ASPARKVIAY,��4D0 r.�. � '��'r;.s�:e��'' - � �` DENJER, COLOP.4D0 802D4 '� 303-E23-6200 FAX 623-&435 • v v I � � � CQ 2000 SMA � . � � t � ^ ,�..�i,,,,,_.�.�.Y..�.•.�— :.W���� • ' t�l � � ' , ;�, (� . �. �%� ,�- , --"". i r I � Segerberg • _ �a.yl'leW &Associates ," , �� �� �� ' Architects ' > � � 1 2 ) 4 � � 5 � P.C.-A.I.A. ��. , ��� • � KEY NOTES � # I I � � � IO I1�TALL THERM05TAT q" MAXIMUM DISTANGE TO DOOR FRAME. � I � ARCHITECTURE, I � PLAI�TNING, INTERIORS � + O2 INSTALL THERMOSTAT q" MAXIMUM DISTANGE TO ADJAG�NT WALL. I I � I � I � O3 MOUNT �?ETURN AIR GRILLES 4" A.�.�. (TYP �OR ALL). � j Main Office: Vail, CO 1000 S Frontage Rd W, #300 y � I � � Va�l, CO 81657 I 4O MOUNT TOP 0� GRILL� 4" BEIAW �INISHED GEILING. � Tel• 970.4764433 � � Fax• 970 476.4608 � I6XI#��JPPL�Y Q � O5 GONTRAGTOR TO PROVID� DUGTWORK TRAN5ITION IK ORDER TO � ��' i I AIR DN GONNEGT BRAHGH DUGT �ROM BELOW TO �ULL �AGE 51ZE OF � Denver Office ` I I 2 HWS/R UP 8 DN SUPPLY AIR GRILI.�. (TYP. FOR ALL). I Y � � 1617 Wazee Street, Suite C2 :u ' x � Denver, CO 80202 �� � a I I Tel 303 623 3355 �� — — — — — — — — — — — — — — — (— — — — — — — — — — � Fax. 303 623.2262 • � � I mfo@smarchs com ; 8XI2 AIPPL�Y 3(�■x12'� D 24X6 SUPPLY AIR DUGT A 12"x8"�3�� , � www smarchs com ; � UP d DN. 4p0 B ' � 12k85UPPLY — - - - - - - - - - - • � AIR UP N � � ; 3 (TYP. FOR 6) � ; i �d ' IOX6 ��-UPPLY I i 12X8 12X8 f i p 36"xl2" � AIR UP ; � Rq ;_, � =, ' ! 5 � Li■ ,, ; 4XB UP d DN � , �Z�xa° ,2°X8N � W � � � �3� 410 A A 400 �3�� I-I/4" 5M5 � UP TO � � � _ _ � A 12"x8"�') 36"xl2" MANIFOLD j J � � - - - - - - - - - - -� - - - - 410 D - - - - - - - - - - � , Q � �1� � R'°` - - - - - - - - - . � � .�/ � � � , I / I-i/4' SMS/R DN , OX6 SUPPLY O � � // � 14X6 �� ' n� � 22XI0 12x10 IOX6 IR UP ; W Q ' ; �Zxa SUPPLY, ' �GU-� , ,� � � � � � �k � AIR Uf' � 22XI0 5A DN , 5 � ( � p 36"xl2" " �� �� � RA �� �� � � �- - - - - - -� � 4 36 xl2 p , T �37� 400 p' Z � � p - - - - - - - - —E— - - - - - T — ; T --- '�' - — �—� - - - - - — — _ - - - - - - - - - - - - - - - - E I W � � � ���x�4' ---- — Q V � ; I 4 B 36"xl4" 2 ( ` �-- B I � � , � � � TYP. (2) -- � � ) I rrP. (2) �� � X � , W Q � , - - - - - - - - - - - - - - - - - - - - - - - - - - —°- — ° - - - - - - � - - - - - - - - - - - - - - - - - - - -F � � � � 12X8 PPLY X � . � \ � � AIR UP � ' � � � � � � I �� • • � � IOX6 `. � I / I I � u n �\ V _ � I I A 12 x8 � ��� •\ �� I OX6 SUPPLY • , I � i �40 1 AIR UP I I O � . . , i � —�- �—..\ ' J ' , � y , 12„x8„ . � - - - - - - - - - - - - - - - ,� - - - - - - - - - - -{ G W � � � — f�- �0 -�3�- — — — — — — — � � I� � �� � � � � _ �� H — �— - - - - - — � �. �. ; ; � I \� � � IOX6 SUPPLY �' . � � \ ------------------- AIR UP -J� ,� � IRevis NER GHANGES ;� . I i , I . `------------- ------ -----12��g-� � I �\ � � ' O � � i � �- — — — — — — — — �3')124001' A AIR U�' PPLY ��� 400 P` I � � � I MAY 2001 � � � i � � �' ) . I ,,. • � ! � � ►� i `� — — i - -� - - - - - - - � _ � : . ----------------------------------------------- , , i � $ , �a .. �\ �\ \ \ � � � F ^�l /T� � � � 1 � —�I _ _ _ _ _ — _ � — _(�-- _ _ _ — _ _ _ _ _ �_ _ —1— _ _ — — _ _ _ � \ // I � '�'� � 1� � � \�-� ��\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �/— - - / � =ti ! � /' -�--� ( � � '� I I � \ / � a � i � \ , I � � � I � � � . �:`; � � I �/ � I •���h� / r � ,i / I n0� p� �/ , � i � � / ( ' 4�'e �` � e Q �� � � � ///� � , � ,� Z� { � � � � � � ' '� � . " �� I � � \ � � .. .. .+��\��, � � � I \� � � N �ONA :�� G�IERAL OT�S L I � � \ / I �, GOORDINATE ALL BEAM AND JOIST PENETRATIONS WITH � � � I � G� � STRUGTURAL DRAWINGS PRIOR TO �f�BRIGATION AND � ! � � � � INSTALL. • '� � I � �� � �Date: 03/14/01 � � �� �1± ( I I ^ I 1 ��� � i � � 'Proje�t No: 0.216-00 _ ,� . _ � � I � : �° i � � I Draw� by: D1F � L � � � I � . � J.� \ � � \ Checl�ed by: PKC � �a � 1 3 � 4 5 � � � NOf�'I'I'1 `� Shee �� � > ri r�=�,�.. � ' � , LEVEL 2 MECHANICAL PLAN 6 � � � ��=rc�� .� J} � � 5t � d. "'+ �t o„"�'� I . v 80 A r - �"'� y ^ v � a=�,� 1'I�.� � �'c�{e,�'&.�a.t � ,u SCALE: 1/4" = 1'-0" a�'a����? ' '� CON3 ULT AN7 S IN Cy °'+�� � cy ' � 1123 AURARIA PARK6VAY, �4D� tl �+ DErdvER, COLORADO 802D4 � 1pt 303-623-6200 FAX 623-8435 • o__. r i L � � I �+ . . _; CQ 2000 SMA � � . _ i ,�• , ��� �,_�I� r"' i �� � �� ` '��` � ��� s�L:�:, vv'44—r-� t,,.,,""'' . � , Se erberg �� / ; ' � 1 ` 2 ,� 4 5 Ma.y11.e�VV &Associates �y � ► Y '`(� � Architects ` � y I I � I ' P. .-A.I.A. I I � I � �. ' I I 1N5TALl. BOILERs ON 4" HOUSEKEEPIHG PAq (TYP.) � � � i � a�zcx��c�vx�, � I I � � PLANr]ING, INTERIORS � I I � � 4 I I I GU-3 GU-5 � Moain O�cee a ail,#C�O �� � � � H�AT TRAGE PER SPEG SFGTION 15050 � B_I � va�l,�O 81657 � � � � , � O O � Fax: 4�70 476.608 �" � � � , r- k � ------------------------� I B-2 � i6i�w�bsa��s�ec2 I I , , 2" HWS/R 0 GU-I GU-2 �-4 � r----� - - -- - - - - � � � i i i i DOWN � T 1v303 6023 3355 � � � i i i i � O O O � Fax, 303.623,2262 �' �` — — — — — — — — — — — — — — — — — — — — — — — – � � � � � � s ' i–�––�–� � 12�x8' I �www�marchs com �i ; � i � i 2 i �'� 42� �3 �6"xl2" p � � I r ' � w i i i � � � � I — — — — — — — — — — g � � I2�Xb � � � i p` 425 ;�) ; ; , 4X6 _ PPL DN 2 � �� � �--J--�--'L- n �k, I �, ' r -- --------------------------- � i, EP-I --- f�- 10"X6°�2-'�--------, --------- �9 14X6 24X6 �X `� �`. �� .'� � � , ,� i i ` �`/ i /� � ��R�P�Y 36"xl2° p � T F�-� 6X6 P TD ROOF GAi' � ROI�TE RE�RIGERANT SUG ION AND LIQUID LINES DOWN A�-WE TO � ��r�; � � RA , I � \ � �AN G01L"UNITS LOGAT� IN MEGHANIGAL ROOM. SIZE PER MANU TURER S � 2 T i SX4 DK i INST1�Ll..A�ION REGOMM�I�DATIQNS. • 8 TO R OF G � � � � � ? a�--- � -� �� � J � I, - � i �� �� X � � i �, .\ i ( � I / ,� l� - - - - - - i , . . i � _ � � � � � � � 36"xl2" ' � ��-------- � � � �� , -------------\�I 4h � � p — — — — — — — — — — � �.�i � H � 2 �,� O I SKO LT MANI�OLD D � TO �GU-4 � Q � � �,\ I-I/4" SMS R DN IN WALL (2')��3 p A � � Y A 12"x8"�2,� � 0 5 425 / \ . ; � W —� . tp - - - - - -J �2 � Q � � �� � 14X6 SUPPLY � V ' \\ ' � AIR UP � � � � /� �` � J �, \ � �' �/ �') �'425' A 2 W Q ,� / � - - - - - - - - - - - - - -(� � � � � - - - - - - - - - `� � I \ -- - - - - - - � � � � I ` ' ��' % `� � a � / � ` / /% � � r � �\ ��., � � i i � � � C �� � �i Y � \ � i \ V � , � � . . � �� �� �' � �; . j ,, � �, � � , - , � / a ��o"�2'� Q � � � ; � � �� I � . f �, , � 3 . � - ; I � � ,/ �� . / � � , � � ��. � � �� I / 3 , / 2 �. �� � � - - - - - - - - - - - - - - ' - - - - I� � � �� � �2'��xb" A 2 �� A 2 � ��� � u� \ � � 300 �2��I 300 A y� � I � / — — _ — — — — _ Revisions: "� \ � / � � -- - — — — - � � Q OWM�R 200NGE5 � 4' \ � � � �/� �`�� , ; , I � f � � � ���� � s _ � � I ' \� � �'�� I . ` / , , , , r I j \\�� ` � I . � � i �.� �.� I " � � I � ���/ I � S�IOW M��T SYSTEM SGH�DUL� � ' /^ y�� � MANIFOLD LO�OP MBH LOOP�F�PM L.�. LOOP PD SQUARE I � � I V�N��L I`IO�S . � 6 25°�T PIPE FT HD FEET - � I � / � � D I 225 2A 240 14.4 I50 � / I. SKOW MELT TUBING TO B� PLAG�D 10" O G. '� Q Q � � 2 262 23 250 Iq3 175 � ' � ��' I // 2 T10 LOOP SHALL EXG�D ° • LF. PROVIDE ti„4 • °°° ° , F,��, 3 2bS 25 2b0 25.1 Iq0 � � / / I INDIGATE IN REGORD DRAWI1�l6S D � ��lEU�' '�� 4 21 A I.q 285 I5.6 140 ( r / � :" �t � �,� 5 21b I 9� 245 135 145 � �/ 3. MANIFOLDS ARE INGLUDED IN ZONE #I. ��' { �- 6 i.e os as o2 i2 I I . ,���,. � � I i 4. ALL LOOPS IDENTIFIED INGLUDE THE LOOP • . ,.o° � 1 I � � LENGTH PLUS THE DI9TANGE TO /FROM THE S'�� F,C� j '� � I I /� � MANIFOLD. � . ' I I � ,��// � � MAN FOLDP ROVIDE BALA�E V�VE AT EAGH ' ;� I � �%' MANIFOLD - � � ,; ' � I I b. PR01/IDE DRAIN VALVE FOR EAGH MANIFOLD. Date: ; � � � I I 03/14/01 � �, � � I I G�NERAL NOT�S Project N�: 0-216-00 � � � � � � � I, GOORDINAT� ALL BE�lM AND JOIST PENETRATIONS WITH ; � � STRUGTURAL DRAWINGS PRIOR TO �ABRIGATION AND ;i � �NSTAU-• Drawn by� DJF < � 1 � � 4 � 5 ��Y xorES Checked by PKC � � . ^ O SNOWMELT MANIFOLD. SEE SGHEDULE ON THIS SHEET. 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"{�' , t' fi ' .� Tt • ��4 I I � ( j ARCHI'TEC'T[.TRE, , ; PLANrTING, INTERIORS i I I � � � I Main Office: Vail, CO � � KEY NOTES � 1000 S Frontage Rd W, #300 I � OI MOUNT TH�RM05TAT q" M�XIMUM FROM ADJAGENT WALL. va��, Co ai6s� i Tel 970 476 4433 I � Fax 970 476.4608 � � O2 GONTRAGTOR TO PROVIDE DUGTWORK TRAN5ITION IN ORD�R TO * � GONNEGT BRANGH DUGT FROM BE1..OW TO FULL FAGE 51ZE 0� t ' Denver O ce � SUPPLY AIR GRILL� (TYP. �OR ALL). 1617IW�e C$ Zo2 c2 i � � ( Tel 303 623 3355 ~` O Fax. 303 623. 6 q - - - - - - - - - - - - - - - - - - - - - - - - - „ � � �� � T � i � i i I �nfo@smarchs com 19' ii ` i i i � www smarchs com ii � TO � d - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I I A �X / I , � � I ' I � � :� 2 j I � i ! 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J�====_ I, I , . , ,E � -- -- — -- � � i , - - - - - - - - - - - - - - - - - - � � � / � R � � ' � `Revisions: �' � � � � � � I � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — OWNERGHANGES . / i i i i �� �I� MAY 2001 � � �\ � -�� .ry J,j I ` � � a — \ I �� � �+ � / I I �, � I � � ' } � I � /� I . � �{ � 64 • � / � / 00 � � � es• s� SF ��. st � � 0 / �4°�� *��O • • �� ; • . � / �� Z� #k � ° • • '� i o :� � • � < � •'\�`` `� . �, °•• •'�G �,i / /O�� � ,�> \.` . � �. / r,� 'S: � 03/14/01 � , , y �� 'Date: � � .�: . , �� z � ,Project No: 0.216-00 '� � .� _�-. �� Drawn by: DJF L / i� �a � �Checked by: PKC ' � �� ;.,5 � v N f?�1—I shee� ���y��,�. I �i r�, ,. � � � - � , LEVEL 4 MECHANICAL PLAN �°`�-� t°��s���� a�� , ;-1 �-;�r°�, '.> "..,� i � � .F � ,-,, M2.4 SCALE: 1/4" = 1'-0" Wt.�,�� C ON9 ULT AN1 $ 1'N C; " i t 6'�,"q� _ j 1125 AURARIA PARK6YA`(, �4D0 � GENdER, COLORADO 80204 303—E23-6200 FAX 623—&d35 . �9 t L. • � \ � w/�/� •. � =' COiVVO V,.Y, i 4 >> _ i � . { � �^ .r � � ; I I � ( ,r , , Segerberg �_ � " � 2" ++ws� To �-�, B-2 Ma.y11eW &Associates �, , i i .Architects �' ° ! I , P.C.-A.I.A. I I . ' , HUMIDIFI R GONTROL PANEL AND EQUIPMENT � RE: M2.1 �OR D�TAILS. � ARCHITECT[JRE, ' -- — — — — — — — — — — — — — — — � i - - - i PLANrTING, INTERIORS I '�. ! I I Main Office: Vail, CO 1000 S Frontage Rd W, #300 � , � � � Vasl, CO 81657 � ET—I � Fax, 970 476 608 � 1 I 3/4 � � , �. ; 3/4" GOLD T� MAKE UP LII�I� Denver Office f P_� � �� 1617 Wazee Street, Suite C2 I FOR HUMIDI�I�R. GONNEGT TO � ( � FGU-5 GL05E5T GO D TER LINE OF I" I Denver, Co so2o2 � � ! 01Z GREATE SIZ . RE: PLUMBING � Tel 303 623 3355 � PLANS �OR XA T LOGATION. � Fax. 303.623,2262 � . � � ,� f mfo@smarchs com + �M + �� www smare s com . � y �� 2 �- - - - - - - - - - - - - - - ; - � I � P-2 C � HWS I � � 2� �, � � 3/4" 3/4" ! i 3/4' ' � ' N � � 2 I-I/4' HW5 HUMIDI�IGATION PRE-HEA � � �� GDIL. RE: M2.1 �OR D�TAILS 2 . � � , � ++w� �u � 3/4" ' J ! 2� J ! ► 2' � i � _ � ! , v o , ,�� ,�� �GU_2 \ � � � ' W , ' \, V o � � \, Z O � � HX-I I-I/4" 3/4" 3/4" I" W � , i HWJ 2n � V � � I 2� kwR tf� J . � 2 W > � . I � i � • � 3/4' 3/4° 3/4" 3/4" Z . AS-2 ��_3 � � � � . � V - 3/4. ��� o � . s , '� . ( � �'-- J �� . ' �„' , j2' 2" � � � ' � � � . , � 3/4" �' � 2" �,-� � � I-I/4" 5M5/R UP � � 11 R@VI��ER GHANGES • i C � / 3/4 � 15 MAY 2001 � � u�i ! � p-3 U I-I/4" �GU-4 . � � ; 1: F� _ � � ET-2 � :� — y � � ` / I I � ! � SMS — � �' I ; � � I-I/4' �� � � � '� r---------------------� / I ' � t j � � � I I `✓ �\� I � � � � > i-t�2• sr��z ro r�wr-ou�s. I ' � � \ \ � � o R .. ! I � \ i i \' , i °:* ��K o��:.9�`' ' � RE: M5.1 FOR GONTINJATION � i � �� (J �I `•. c� o ;�t � � / � ----------------� — -----�---- — ---- — ---- — � . . � / � / � r---------------- r'_ � oa Z� \ � I I � i i ;� � � I I I • � 1 I I : � _'�' ( I I • �i\�� � � \� / � I I i �s/n o c���\ � \\ / i � � i I � � \. - , � I I � - , ..••� '�' � . � i � � ' -- --------------------------------- ---------i � -------- — f � \� � % �-------- � i i � I , � � . ;;; � i '� ; � �� � ; �� � �� � ' � 3/4" HWS/R. RE: M2.1 FOR GONTINUATIO � Date: . � ► \ / � � � u \ 03/14 01 _ I � ,, � � � � t � �� � \� � � � ; � ' , \ O ' /�� i Project No: 0-216-00 � �; � I ,`�, � � C � 1 , ' . � v\ � � �7 � y 1 � �, ,\ / `�, �/ i Drawn b . D F ,-� � / � ( / ; i �� i ,,i �,\ i �/ ; ; Checked by: PKC . � i i G � � � � ; � � � � � � / , N OI?'I'I-f � st,ee� ` � i � �.,a ( % �\ _ � � i ••,��*�.a.k�x• �s�,�,� . : � I � ��\ M C �J �AL�R OM� �N LARGED PLAN ' ' ���'�± ��� � �, . , , ;. � , ; o�� F��_ � • ...i / 5, - ,� � -3 GA�LE: 1�4" _�1'-0" i ' — I I — — — — ����;"�.�— �s,�;-m I � —C O�J�L9 U-JrT MDLT �a NY'F:w��.i ' � � I � I� I 1123 AURARIA PARK6VAY, �400 I I 303-E23-6200 FAX 623-8d35 4r 1 I ' • y ' I — — — _ — �,. — _ _ _ — _ — _ ', ` � � I � � � � � `�"i I I O Z�0 SM/� i `s _ � ��� �� �� • } � t___ �",J�F, If—^ �'`,..'�" E� 4 ,� ./� /_, ...e..� i � \ � � �� , � ,� �„ Segerberg : - Ma.y11eW &Associates '� ,� Architects �` ' a - P.C.-A.I.A. '� ; � . ° � . ARCHITECTURE, � � � PLANNING, INTERIORS �, � • Main Office: Vail, CO ��,� i 1000 S Frontage Rd W, #300 ��� � Vaal, CO 81657 ��`� Tel 970 476 4433 �� . Fax. 970 476,4608 ;t� � Denver Office �� 1617 Wazee Street, Suite C2 ' Denver, CO 80202 � �"� Tel 303 623 3355 ,�;� � Fax. 303.623,2262 'w�� �',� � �nfo@smarchs com �' www smarchs com x„ � ' � �,. ��� r� � • t; � � f■f� � W �� .J -, J ' �'� Q �`� .� V � �I HWR — O �i � ' � 1-1/4'HWR-FROM FCU'S IN MECH ROOM Q " W � • 1-1/4'HWS-TO FN'S I N MECH ROOM V � ( 4c 2� 2� I Z � �.� , W '� � � � �' , � V � � r— — — —I— — I � 9MHWR - �ROM SNOWMELT SYSTEM �' � � � � 2. �� � �;� I SMHWS - TO SNOWMELT SYST�M � J � NATURA� 6A5 R�. PLUMg� — I ( B�6 MODEL IO�A AIR VEr1T W Q NOTE: SPACE HEATING I �/ �� PLANS FOR 51ZE AND ROUTIN6. I HYDRONIC SYSTEM TO I li � �� � 3 . �� � I BE 3096 PG.SNOWMELT ( �j SYSTEM TO BE 509'o PG. ;' � � ) �'� � ) �� �" � ( � ,. �+ � � � � � � �� , , C��� C��� ( � � � � .� El�l11PMENT PAD , _ � I I o � , � i i i �Z � ' _ ���� I 3* � y.�. w I 3,�4" MAKE-UP WATER LIi� CHEMICAL I , '.ty , � _ _ POT FEEDER — HWR — �� ' �3/4' � I Revisions: '� I B�6 MODEL 107A AIR VENT ( I ' 3/4" MAKE-UP OWN�R GHANGES " WATER LIN� �15 MAY 2001 �� , I %S' . I 'i� I � t D ` � CHEMIGL • I �� "� a� — POT FEEDER — ����4 I � � ' a ;� 3/4' 1 I I I �`� � I :� � �� AS-1_ HWS 2p ,� I 2�� �� . I v_. �2, �, � � �. � 2n 2� �° ,� �> FIWP-1 I ( �-2 SMP-1 ;� P�� REG. � � I ..m.e �, ET 1 HX-1 c.,�� K ` �`a � . � I,�J ;� 2; 4� � 2" � L � o • � .• •. � . � MEGHANIGAL RDOM �LOOR .�� �i o ..• ��� � /p �C� � y • .,�. �� +a 5 � GLYGOL FEED ASSEMBLY. SNO HMEAETT ;' � � ��L� �Y�� GLYGOL FEED A55EM8LY � .� EXCHANGER 50� PROPYLENE GLYGOL � �; 7 Date: 03/14/01 = : � � �; , � Project No: � - � , 0-216-00 ;� � . � ;; � Drawn by: DJF % "i � z 4 Checked by: PKC - , .- , � �°, � � `,� Shee� , � � � �i� .s�;Y"s,�° � ; £ �� ,�a«.,,�, � , HOT WATER PI PI NG DIAGRAM ��� , ,�� �x�w°�� � _ �� M2.4 SCALE: NONE ���;�R p ...rr;�. � C O N 9 U�T A N T S 1 NyO;'q,� e � 5�^ �" . � � 1125 tiURARIA PARK4VAY, �400 a � DErJ✓ER, COLOR4G0 8020-� � 303—F23-6200 FAX 62j—&435 � � �r;` a . z � . `' cQ Z000 sn�► �� ' 't� � �� r ,ti ��` ^" . � �� � � �' � r ����w.�_ �; , � , < <. � c , egerberg � � - Ma�l1eW &Associates ' , � Architects . � � \� / � , P.C.-A.I.A. .' � , . \� . � � � � � \ 1 � f ARCHITECTURE, � � � "��,�,/��t ,� PLAl`�NING, INTERIORS / / � ,�V� # 1 '. , / ��� �,� � \ �,�'M p� M�Office: Vail, CO . � �j SNOWMELT MANI�OLD B � � \ ~�� '�1 1000 S Frontage Rd W, #300 � `�•�,�.J `� � I Vail, CO 81657 , � �\ `t���1� �Tel. 970 476 4433 .a� ` d�rr.�� � Fax 970 476.4605 ,�E —_ , --�-`-�--�� � — — — — — -- — —� ��� ���,��«�, Denver Office / \ 3/4' 3�`�" � � � 1617 Wazee Street, Suite C2 / / � enver, CO 80202 � � ( � � �Tel 303 623 3355 � I _r �Fax. 303,623,2262 � / \ � � info@smarchs com � , \�\�� � B '�J � �, www smarchs com � \\ � / � , 1 \ � i / \ "` ' \j� � % \ r�� / I `\�\ � � � ��n ��- - - - - - - - - i � � � � \ j� i -� ,, N , �� � � E ' � ; � �y . � ► � � � / � \ � '�s �- � � W 1 %� ,J t� � - - - - - -- -_ _ _ __ � � , � - - - - - - _ _ _ _ _ � / � ; J � i , � ���� � � I � ,,.� �) � + V o ( � ; � � / �O �/ r... I � / r \ � � � C � � i , , , � � � �-�� , 1.1..1 �_�: � I � ' /�' SM,� S �_,_� ���� �-=�� CEN�R�L NOT�S �\ _ _-, . � V � %/ .r� ! � � C� I. SNOW M�LT TUBING TO BE PLAGED 10" p.G. / �� � _---� � '� �j� Z O . � / / � \\� ` �/ / � � _ � � / \ `\� ��/� 2. AN ADD TIONAL LOO�REQUIRED �NDYIDE � J � � \ � / / I I/2 5M �RE: M3.I �OR GdN�J\ \� � � � J INDIGATE IN REGORD DRAWINGS. � / - %" �`'�� \ / �t , � / � � '� i � �/� � ��._/� I 3. MANIFOLDS ARE INGLUD�D IN ZONE #I. � v � � � i � ,' �� i \, 1✓/� `� � ♦ f � ��`� /� / / � � / . / � ( , 4. ALL LOOPS IDENTIFIED INGLUDE �HE LOOP � � / N /" � � / � `� I.ENGTH i'LUS THE DISTANGE TOi/FROM T1�E � I-I�2 � j / / / MANIFOLD. � , W ; � � f �� �, i � ���� � � / � � / �/r � � � � / 5. PROYIDE 150LATION POR�A�'H LOOP RND � � , ; � , � � �. �� MANIFOLD. PROVIDE BAL GE VALVE AT EAGH � � J,kfI2� % � � � / � � \ / / MANIFOLD. � � ' �IOWMELT MAHI�OLD A � � � � \ � G \ '�'� �- i O �� / � � / 6. PROVIDE DRAIN VALVE FQR EAG�I MATIIFOLD. � a -------_— � � /� � '��� � � � � � � � � � � � � . � / \ � / � ` � � � � � ��� �' 11 � �� � '\ �� ,\ �\ 0 � �J • . il / � � � , ��Y� � � � / � 3/4" � l l = � � i / � � - i �� \ � f , ( � � / � ��,� lO SNOW ME T MANIFOLD 5EE SGHEDULE I � � � �\ / �� . / ' � ,� � � THIS SHEET. � ,� , ,, � G�� ,. � � , , i, � � ! � , ; � � . '--' \ ��/f � r � J / � � � , 1 ��j�/ � • � • , ' � �`"�/ � ' � � \� ,�;�' _ �� �� � 5N0 ' M�LT L�G�1� � ` � � �� �� �/ / / NOW MELT MANIFOLD I � / , � i � � ; �,� ' / �� �) �/ /` � �� � � MANIFOLD LOOP NUMBER Revis ons' : � , � � I `��``, b i / O NER GHANC�S � � �``� �\ �' �,15 M�Y 2001 i � j �'l � ! / '' • � � % _ ,r, � 2 ��� \ \ \ �� / . � � � � �� � � // / — � �� ��..' \ 1 � �'�, � / ' �-- ` ��"�`--- � \ � / t � � � � G �� ��,\ �.\ , , � � � , � i-i�2n i-i�z° s tti �. \ \ \\ �� ��/ ,� . � � � , \ � � � � i `� � ' i / s. \ \ i � � f 5M5 SMR = t� I S1�OWMELT \��\. �� i l _ � R. � ;� � �MANI�OLD G `� � �J� !� .� � o� �:.K •� o sl� � � �� � �-, % / � ` SNO � M�LT SYST�M SG��DULE �� ;.° � _ f � G MANIFOLD LOOP MBH LOOP GPM L F. LOOP PD SQUARE � ' � /�/ ` � � 25°�T PIPE �'f HD FEET � ���ti • � / I A � I IqS I."i 1�5 l.9 130 S/ •��(�G�� � j � � • 2 IqS I.'1 190 8b 130 -_. � �� ' '~ �_ / � B I 33.0 2.9 281 30.8 220 " / , ,� r� � / / � C� I 2'1 O 2.4 250 20.8 180 � � �� , G ,�� � 2 32.3 2.9 2q6 34.6 215 �;, % ' � G / Date: 03/14/01 ` 3 24.8 2.2 252 18.0 I65 ' 3 •� ;� 4 2 s 1a.8 I."1 180 b.l 125 � 4 18.b I.'1 180 b.l 5 — ` i / 6 2b.2 2.5 26�i 24.1 Ib8 _ � � � SNOWMELT 5Y5TEM•MOI5TUR� �r rr o 2.4 250 2o.a �8o Proj No. 0-216-00 . � \ 5EN50R. RE: M52 DETAIL E � � / FOR DETAILS. � Drawn by: DJF L � G / � 1 . � � � � ` � 3 ` _ — , — ; , , _ �.-` Checked by: M .� \ � ,-- / �, v � � � � _ _ - � Shee� � � _ � . � _ _ _ _ - _ � �; ,�,.`��w. � , � r — .. i ,�.�aaF' :�,a uxo.�� ��;���� ::> � �� ` � � �� / ��8 �' f � � . �J, �j I '1 � " I � ' a '�i,t'�_G.� �..5 � "E � � s.i7r-�, �=;f �t �r � � � � ' � ' CON9 ULT ANT S IN C� f' " • p-�,� ` � � � �� o 'Cd'�*'�, .. � � � J _ _ — � � � � '/ � � � ! �/ 1123 AURARIA PAftKWAY, f�400 ,� J ' _ ' _ I _ '' l ' ' /� �- � \ GEN�ER, COLOR4D0 SQ20� � � 303-623-6200 fAX 623-8435 • � _ ,. — ' � , .� ��� I ' / � \\ � � Q Z000.SMA , � Y,— y , � � f'}1 � � �' � � )� � • ��llc�I����_ „ "�7 c. ;'.--�/'�^L.�'..:.�----�\ . , �. � �; GW MAKE-UP HW T� SYSTEM �I XTUfi�� L I ST M�T�i�l �LS Si��G I�I G�TI 01�1 Se erber �� . � g g �A� . _ �- -- � �� WATER DISTRIBUTION SYSTEM Ma.y�1eW &Associates w� ,� • �4BOVE GRADE: Architects �{s . J GHEGK VALI/E (TYP PLAN GODE: 5H-I PLAN GODE• WG-I aY � WAT�iZ GL05�T (F.T. FLR. 5�T) SHOWER AD -NgE: TYPE "L" GOPPER (ASTM 8-88-78). P.C.-A.I.A. 5x� � MJ�KE: AMERIGP�K STANDARD 1(ALVE: AMERIGAN ST,4NDARD # 14q5.51) �ITTINGS: I�tROUC�HT GOPPER (AN51 B16.22). �f ' G MODEL: #2168.100 SHOI�I�R HEAD: # I660.�05 / 8888.035/ JOINTS: q5-5 Tlt� ,4NTIMONY (ASTM B32). " SEAT: OL50�lITE #IOSOGG 8888.037 / 1660.225 M�k � � I �FLUE, S�E BOLT GAPS: 2 PROYIDE WITH GURTAIN ROD, GURTAIN, BELOI�I GRADE: ARCHITECTURE, ,� MEGH. DWGS. I p�SME T � P GOLOR: WHITE SE�4T, ETG. TO GOMPLY WITH �4DA PLANTIING, INTERIORS � R�LIEF VALYE SUPPLY INSTALLI�TION. TUBE: TYPE "K" GOPPER (ASTM 8-88=i8). � � � \ � STOP: WHEEL H�fi�NDLE ANGL� �ITTINCS: WROUGHT GOPPER (AN51 B16.22). Main Office: Vail, CO Y� 's �� � 1�ALVE, I/2 NOM. GOMi'. JOINTS: BR,hZING FILL�R METALS (AWS BGuP-5). - - I NLET X 3/8" O.D. GOMP. l00o S Frontage Rd W, #300 'w� � OUTLET, POL. GHR. WITH PL,4N GODE: �D-I Y�L1/ES Tel 9704764433 �� FLOOR DRAIN va��, CO 81657 �' � 12 RISER — �p,�51OH � '� ESGUTGHEON: ONE PI�G� GHROME M�KE: JOSAM F� 970476,4608 s�� V I MODEL: #30000-SA-50 BALL �/ALVE. BRONZ�, STAND,4RD PORT, 2 PI�GE, 50LDER �NDS, 400 WOG. ,��, Tq� �p�_�) � PLATED GAST BRASS STOP AND DRf�IN VALVE: BRONZE, ST�NDARD PORT, BALL VAL1/E WITH DRAIN GAP, 50LD�R Denver Office ,r�� � AMTROL � �LOOR TO END, 400 WOG. 1617 Wazee C g �o�e C2 '�v � BALL VALVE (TYP.) {r #5T-12 I RIM HEIC-�HT: 11-I/4" nenver, WAI�R HEATER f PROVIDE TRIP L�YER Ol�l L�IID� SIDE OF PL�4N GODE: AD-I ���G��S Tel 303 623 3355 DI�L�GTRIG AREA DRAIN G (5EE SGHEDULE) I U1�lION (TYP.) STALL TO MEET J�DA REQUIREMENTS MAKE: JOSAM Fax. 303 623 2262 , • � MOD�L: #31100 INSULATION: INSULATIO�I HANGER WITH SUPPORT SHIELD. RELI�F VALVE DRAIi�I, $ARE TUBII�IG: GOPPER-ELEGTROPLAT�D GARBON STEEL (ASTM TYP� L5). info@smarchs com RUN �ULL 51 ZE OF � . PLUG YALVE � VALVE OPENI1�iG TO PLAI�I GODE: L-I SOIL, WASTE AND VENT www sma�'chs com AIRGAP AT FLOOR LAY/�TORY PL�N GODE: AD-2 `f � �, p�q��y MP�K�: AMERIGAN STANDARD AREA DRAIN MODEL: #0476.028 MAKE: J05AM �BOVE GR,qDE: '- +�� ( SIZE: 20" X I�" MOD�L: #30000-5A � PIPE AND FITTINGS: S.V. NO-HUB GAST IRON (ASTM A�4-�2 AND G15P1 301.78). 4 �--• � GOLOR: WHITE �` N H05E END HOLE �� JOINTS: STAINLE55 GL�MP WITH N�OPR�NE GASK�T. �"R , MINIMUM 6 � DRAIN 1/ALVE WITH DRILLING: (3) � 2 G�TtTERS PLAN GODE: TP-I �Ai�G�RS: STANDARD GLEVIS, HEAYY DUTY. ��. DIRT LEG � i-, VAGWM BR�AKER �AUGET: #2385.2�8 TR�.P PRIMER BELOW GRADE: � °�� R . SUPPLY MAKE: PPP W FINISHED FLOOR � STOP: WHEEL HANDLE ANGL� MODEL: i'RIM� RITE PIPE �ND FITTINGS: S.V. HUB AND SPIGOT GAST IROK (P�STM ��4-�2) J � �� �� � VAL�/E, I/2" NOM. GOMP. PROVIDE Y�IITH D15TRIBUTION UNIT JOINTS: NEOPfzENE GOMi'RESSION GA5IGET. J i I PIL�T X 3/8" O.D. GOMP. �, OUTL�T, POL. GHR. V�ll TH � `� /� u 12" RISER PLAN GODE WH-I INSULATI01� �F �I� V�S �T�� �T���� �I�I�� ESGUTGH�ONS: ONE PIEGE GHROM� ��R HEATER � "� .�b� ( 1 MAKE: ST�TE ��:- PLATED BRA�55 YJ�TER DISTiZIBUTION SYSTEM: � � p�.p , SGALE: NONE MODEL: # PR6-50-NRRT-5 �/ DRAIN: #��23.018 Q �, TRAP: I-I/4", 17 GAUG�, GHROME GALLONS�� 50 �� PIPIUG: GL�55 �IB�R PIPE GOVERINC� WITH �LL S�RVIGE J�GKET A1�D SEL�-SEAL W S�' PLATED BRA55 WITH SIZE: 20 DIA. X 64 LAP V�tITH NON-GOMBUSTIBLE MATERIALS MFETINC� ALL LOGAL V � ��x GLEANOUT PLUG BTU/H INPUT: 65,000 C� S.L. JURISDIGTIONAL GODES AND ORDINANGES. FIRE AND SMOKE HAZARD O 4,r$ ELEGTRIGRL: 120 V, 60 HZ, I �'H R?�TINGS SHALL BE AS TESTED IN GONFORMANG� WITH ASTM E-84, y . YENTINC�: 4" �LUE OUTLET NATIONAL FIRE PROTEGTION AGENGY 225 AND UL �23, NOT EXGEEDING .,� `�# 24" GAST IRON RING 8 G01/ER, �� �� �� PLAN GODE: S-I TEMPERATURE �LAME SPR�AD RATING OF 25 AND A SMOK� DEYELOPED RA�TING O� 50. W O � 12 XI2 X4 THIGK S�TTING: 120 D�G. �. `� TRAF�IG DUTY, BOLTED 8 SINK NO STP�PLES ARE ALLOWED TO BE THROUGH V�POR BARRIER. Q V `' GONGRETE PAD (140 DEG. F. MAX) : GAS TIGHT. MtLKE: JUST T$P R�LIEF � � ,� FLOOR MODEL: #DL-2133-P.-GR VALVES: OYER5IZED PIPE GOV�RING OF SAME MATERIAL AND THIGKNE55 A5 , � FINISH FLOOR GLEANOUT „ „ „ YALYE: 3/4" WATTS IOOXL J ';R 51ZE O.A.: 21 L X 33 V�l X � D ADJaGENT PIP� GOVERI�iG. FIK15H WITH 6-OUNGE GANVAS f�ND HEA�VY � , M/�TERIAL: 304 IS-8 ST/ST GOAT OF VAPOR BARRIER MP�STIG GOATING. W Q ��. � `/� HOLE �� PLA1�1 GODE BFP-I GOLD WATER: A�LL HORIZONTAL AND 1/ERTIGAL MAINS /�ND BRANGH PIPINC� EXGEPT 1.` / � , � I DRILLINGS: 4 � 4 GENTERS REDUGED PRESSURE BAGK�LOW PREVEKTER ' i 2" G.I. VENTS ;' i FAUGET: JUST # J-11�4-K5 Mp.KE: FEBGO SUPPLY STUB-OUTS. ,t� ' � �`J-�r- DRAIN LOGATIONS: GENTER BAGK MODEL: 825Y W/ �GD-Y P.IR G,4P FITTING I/2" THRU 4" = I/2" THIGK INSULATION. Z � '� ` ���-� SUPPL I E5 • IE: 52'-II" � � � 5TOP5: WHEEL HANDLE ANGLE HOT WATER: P.LL HORIZONTAL AND VERTIGAL MAINS AND BRANGH PIPINC� �XGEPT Q ,.� I 3" G.i. 3" G I. VALVE, I/2" NOM. GOMP. PLAN GOD�• 5G-I SUPPLY STUB-OUTS. �, I n u u = u � t''�� �—► _ _ INLET X 3/8 O.D. GOMi'. 51LLGOGK i/2 THRU I i/2 THIGK IKSUL�TION. � OUTLET, WITH 20" RISER MAKE: I�IOODFORD I-I/4" THRU 4" = I" THIGK INSULATION. • � 4 - ESGUTGH�Oi�lS: ONE PIEGE GHROM� MODEL: #B6� O- �� � LL 3" G, , � 4•.� ��� i �� IE: 52'-7" PLATED BRA�SS WAST� Pli'ING: ALL HORIZONTP�L AND VERTIGAL A8011E GR1�DE �ND TO 3'-6" BELOW � "�' � � I � 24" DIA. i?EINFORGED TRA�P: I-I/2" I� GAUGE, GHROM� GRAD� IN GRAWL SPAGE - I THIGK. r� � �'" � PLATED BR�55 WITH ,f�; 4� ( I I GONGRETE iZINGS GL�ANOUT PLUG � GENERAL: ALL HEAT TRAGED PIPING = I" THIGK INSULATION. �� � � `� 44n j ABOVE GRADE H�AT TRAGED 1�JATER AND WASTE PIPING SHALL BE �; ' I U I NO-fE: GARBAGE F18ERGLASS. ?�, f � GAULK ALL WALL DISPOSER: IN-SI�iK-ERATOR B�LOY�I GRADE HEAT TRAGED L�ATER AND Wf�STE PIPING SHALL BE • ! � � . SLEEYES 8 INTERIOR BADG�R 5, I/2 HP, ?N� , I � 18 ( e JOINTS Y�V THIOKOL 120Y, I PH, 60 HZ ARMAFLEX. i� � SE�LING GOMPOUND Revisions: ��� ��"� �' � PLAN GODE: IB-I NATURAL GAS SYSTEM � �MAY 200�1G� ��; ��,,; � i I IGE MI�KER BOX INTERIOR EXPOSED PIPE AND FITTINGS ��� 12" ; � MAKE: GUY GRAY �� + � � �� ��, �,. ^< MOD�L: #81M8�� 51Z� I/2 THRU I-I/2 . ��; � �� PIPE: SGH�DULE 40 BLAGK STE�L �STM A-53 PIP�, GRP�DE B `;�h; ' � JO NIT SEAL: TTEFLON D MALL�/�BL� IRON. t� .-, �'�, S�l�l1� � O I L I 1�lT�fi�G�i�TOfi� 1��T�I L a ��E: N�� SIZE 2" AND OVER (ALL PRESSUR�S) �� . � • PI.O • ��; � �/ PIPE: SGH�DULE 40 BLAGK STE�L ASTM A-135, TYPE 5 GRADE ,4. N., '� FITTIKGS: BUTT W�LD STEEL, ASTM A-234. '' " UNIONS: I50 LB. �ORGED STEEL WELD NEGK FLANGE, ANSI BI6.5 AND ASTM A105. ;� ;a; �; � �p0 R �� �fi� `� � �O� F�F `� : ' � z: � � .� q: '; . � �'�UM�I �iC ��C��11"� ���t��L �oT � :� � :� PIPE SIZE MAY BE REDUGED TO . - UNIT GONNEGTION 51ZE AT THIS POINT • •' ``' ��a ,� xore� NOT ALL ITEMS LISTED MAY APPEAR ON DRAWINGS I. ALL PLUMBINC� 5Y5TEM5 f�RE REQUIR�D TO BE INSTALL�D IN AGGORDANGE WITH s�nr "`�`'��� �� - 51,h,� ,�� ��,�,a,,, ORIGINAL BASE BUILDING SPEGIFIGATIONS, LOG/�L AND STP.TE JURISDIGTIONAL , . -�� �;,,� • ''-� �'RESSURE GAUG� GODES, ORDINANG�S P�HD APPLIGABLE R�GULATIONS. ►;` � - GW POTRBL� GOLD WATER ` W/ 51�lUBBER � � _ _ 2. THE V�10RK REQUIRED GONSISTS O� PFRFORMII�G ,qLL L,4BOR P�ND FURNISHING ALL �` HW POTABL.� HOT WATER I10° P �� ,�� GA5 FIRED MA�TERIALS, FIXTURES AND EQUIPMENT REQUIR�D TO PROVIDE A GOMPL�TE �; �� EQUIPM�NT BAGKFLO�1 PRESSUR� �DUGING - - - w SANITf4RY SEWER (B�LOW FLOOR/GRADE) PLUMBING INST�LLI�TIOK A5 INDIGATED ON THE DRAWINGS. IT SHALL FURTHER Date: 03/14/01 �� , PREVENTEi2 1/ALVE PRV-I ---__ v SANITARY (PLSGJ VENT INGLUDE FURNISHING P�ND INSTALLING ALL MISGELLANEOUS MINOR ITEMS REG2UIR�D � ;� BFP-I SET AT IS f'S1 � �OR TH� OPERATIOK O� THE SYSTEM WHETHER SPEGIFIGALLY G,�LLED FOR OR NOT. _ � D DRAIN P GTION FEES REQUIR�D BY Project No: 0-216-00 �" =- 6A5 SUPPLY � GAP PIPE GAP 3. TH15 GONTRAGTOR SHALL PP�Y FOR ALL PERMITS AND IN5 E �� _ GROUND JOINT UNION ��,4„ STRAINER 3�4„ � STATE AND LOGAL AUTHORITI�S. T�P FEES SHALL BE P�ID FOR BY TH� OWNER. f� � � � FULL 51ZE 6" � � $�-� V�-� 4. VALV�S AND GLEA�tOUTS SHALL BE INSTALLED A5 SHOWN ON THE DRAWINGS, OR A5 Drawn by: GEG K DRIP LEG REQUIRED BY LOGRL GODES AND REGULATIONS. ALL GLE/�NOUTS TO BE �LOOR a� � LUBRIG�TED � i'OIKT OF GONNEGTION NEW TO EXISTING `� '� PLUG VAL1/E MOUNTED AND HAVE G011�R TO R�G�11/E SGHEDUL�D FLOOR �INISH. Checked by: PKC 'g±A �D FLOOR DRAIN � � 5. AT THE GOMPLETION OF THE I�IORK AND PRIOR TO FINAL AGGEi'TANG�, ALL PARTS OF ' � G G NATURAL GAS THE WORK INSTALLED UNDER TH15 SPEGIFIGATION SHALL BE THOROUGHLY GLEAN�D. Shee� �� ' - � C�S G01��l�GT I O�l 1��T�I L ��` 2 � �ULL 51ZE TO DRAIN NP NP NONPOTABI.� WATER ������`��� � > � � 6. ALL UTILITY �XTENSIOI�S AND GOI�NEGTIONS SHALL BE DONE IN AGGORDANGE WITH � t ��� ��w ""�.""`' °� ' '` : PI A 1 SGAI.�: NONE w, �,;,k� 'r ��.. A�LL APPLIGA�BLE GODES I�ND THE i'UD 51TE UTILITY DRf�WINGS AND SPEGIFIG�TI01�5. •��� z; ��_��:p�,,"� „� �� �� �. r E��.� �,� � � � � � { 4 s"hioj":�� y4'�'� � ,,; C O N 8 U L T A N T S 1 NyC�� �„"'�+}tr Af ���r7� a ik ' � 7123 AUFiARIA PARKVJA`(, �400 �? �;� � � M�G+-+�1�I G�L. 1�l�T�fi� M���_U� �I �I �� pENVER, COLORADO 8Q204 r 303-E23-6200 FAX 623-8435 • � ' L ( � � PI.O SGALE: NONE �� : N ��, r�: , � CQ 2000 SMA ; � �� � , i . 7 ` F,� _ �, ' � t/ � • } 1 j�j {� (1 l� ( S��F fs� /"�� � . � C�.. .. !^) IJ ir.-_e o - ';q _ _ "1+'� "� � .� y .,�y, �r � �� t tr . . . ��� i� • � "a �� f 1 j 2 t 4 5 w,� � . � �-' Segerberg �� 4#. , I I I � �. Ma.yl'leW &Associates - ., � � � � Architects . � � � � � P.C.-A.I.A. r� ( � � � � , � � � � k . �; � � � � ARCHITECTURE, �3, i I � I � � � � • � PLANrTING, INTERIORS :� 4•' ' IE• 56'-O° '�° � ! I � � I Main Office: Vail, CO � 12 1000 S Frontage Rd W, #300 � � � � I 3"Ai�=1-� ��� � WH-I � v��, Co si6s� � 1� ��`` i � � L�S��F�P ` \_ �. I I I I Fax 970 476.608 �� , �� — — — — — — — — .—� — — — — — — — — — �� — � �-- I I r'� , � � � ��° � I �� � � �"FD-I /� Denver Office ` I 4 GO � 15 � 1617 Wazee Street, Sutte C2 =K" i � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - p Denver, C080202 x>, I 2_��2�� �r.c,�.. _ — I — — — — — — — — � p Tel 303 623 3355 '�t I I f Ii I` __ -r�..� Fax. 303 623 2262 �; � yp �, • i 14 3/4" `�'�� I ��4"� � 7 8 �nfo@smarchs com � ' _�_ _ ( I i www.smarchs com ��, . i I I\ i . 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PROYID� � I � i �-i— � �� -ST-� �� �A � `-5T� � � :°y � i J .�,, � =, � � � PAD,VALYES, RFGULATORS REQUIi�D BUT NOT PROVIDED BY � � � � � I // �' '��� �A��.'�� /� \�. 4� � � � - � - - - - - - - az THE GAS GO. TOTAL LOAD: I 5 00 BTU/H � 14"W.G. �- - - - - - - - - - - - - - - - - -� � �� ,l QP � / � I 5 � � � ',o ,5b A i � � � \ �4"� � 1L � , y I� � � ,j � 1 �� I i 4 3/4'Gl�l UP TO 5G-I ABOYE. � I I j 4 � ��,�AD-I \ � I � '"-' � � � < � LE55 TRAP / „ - I _ 2"YENT TO 2"VTR_ _ , � � i � � � Revisions: �:� i O5 2-I/2 GA5 l�' TO GARA�GE GEILING. 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I =; � I I � 6�1 ` � � � � Date. � ' � ` • 03/14/01 ,� ' � � 1 3 , 4 � �5 � �- � � � _� � ,; � � Project No: 0-216-00 � , }. � e ?. r � � X�I.F � C��I ��C� � �I �l �Ct—t���J...� Drawn by: GEG '� � � .-� � � Checked by: PKC ^ FIXTURE COLD lUA7ER HOT lU,4TER UTASTE VEN7 � �� N01��1-I �, pRl VATE �IXTURES Sheer 1/2' 1�2� 2� 2" � ��"�'""°�"� SHOIUER j G,„,,:� �� �v , LEVEL 3 PLUMBING PLAN �. 2. ��� � �� � �.����� R � �� ' F.7. 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' PEAK CIMt..��1NC. � ',�` 4 970-4J8-8644 FA7(97�-�8'861� " 1000 LJON'9 Fi�LOdF VAL CO 81887 , . i ''"� FlNISHED r'3 _ , GRADE ;��� 36" MIN FENCE POST FOR SKIWAY APPIICATIONS WHERE MANHOI.E AND RINGS ARE USED TO COVER CLEANOUT, 3M LOCATING DISK � WOVEN VYIRE FENCE �14 1/2 GA MIN , MAX, RINGLAND �COVER STALLED 1' TO 2' BELOW MANHOLE ('� 6' MESH SPACING) WITH �1LTER CLOTH OVER � "�-o -�� 20" MiN � 2'-3' DIAM B OU LD ER S � F�Lppy UNDISTURBED GROUND � � � 1 � � ' niR�n rwc,wo cu� `'' ' � - q- M AX EMBEO FIL7ER CLOTH� - 16" MIN � MIN 8" INTO GROUND ( � � � • 3/4" WASHED ROCK �L ---� O ,, SECTION � C_,� , � :� • WOVEN WIRE �ENGE (MIN 14 1/2 GAUGE, ^ ' MAX, 6" MESH SPACING) � W �-- V BAqCFILL k COYPACT Q � 10' MAX. C TO C. 36° M4N FENCE POSTS, .ro s�cmc�„a,5 � MIRAFI 140N OR ,- � DRiVEN MIN 16° INTO ' EQUIV. GEOFABRIC 1 MIN. GROUNp 4'P4C � � ` FiNISHED ���s�••�R�« Z ' � � GRADE �l •.�; •-� � � O � YwA �4�;J.. .:;. IDCATI[N TAPE TU , •,! � ��� U : ' /� » �PLACE➢12' , j �w.41'4"«`.�� b� � - 4 PERFORATED PVC HEIGHT OF FILTER ��P��µY� ^.�' " .' "�`� Z �-' °�"5 , �s�+ r<�" �ti u;j.<�-�.'.' ,r �. ��s eENO �( � W s.-.'�:° t .: ;r" ,,.� � V t 16 MIN „+•-`� .. �:�.�Y'►, • r:r , y DRAIN TO DAYLIGHT � ' � � �=.;� � �`�� ���'l wo��^}�:, . s.�r^y,�T �;s�-:� +M+tRE rtEaulREo + �,r.a-+t :.:?, :'�''`~`� �'a��� rh:'a` .n�x;;i;y,»-.h�s . + . �.J i ~) +�i.^.` Y`"^ :...sa��1 �'��A��iywc.w�y.s.� ,� aF„�ti • �� +2��•,•�-7*,�'•.�E•,�•' iM � � C j � M)T' �i.�'1--+��v. 'Y�♦ .� ll i w r"t" ��'4�A '; 1./ ��p � 8" MtN _=r,�+i:,,.`� V BOULDER SLOPE DETAIL �'�° � :=:= �� ,- - �� Y . . �. � , � / / M1.t \r w1�• �� � t�. +A, ����..r`• ♦ �a. �'ti ,�,,, �`.� rJ��.%.�' Jf''�� � ^`�`•'+�'C�r`r� ��-;��ra.+: �.:."'.".. ,;^.:`.`!�; '�' •�j.",:y�n'�^,''� .�t`:. ` V / � � ' �����•w�ar� ^�fL...y�*`��i��:.+wr!' Ry'::.?''�'• ��'� �t:�..`•r*."�'���^4°�na.S��:"'`yc'p''v.�„a'Y'. ' PERSPECTIVE VIEW � � � ; R t 4 L^ W � ` { , NOT Tb SCALE ��.� \ � CONS7RUCTION NOTES FOR FABRICATED SILT FENCE "`""i0i�� w+�wnt as aeow (ul.eEU FlrraKS) � � � , 1 W�VEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS• STEEL EITHER T OR U TYPE OR O Q FENCE POSTS WITH WIRE ?IES OR STAPLES 2" HARDWOOp `""`�:�, �,,,�, �' l \ , 2 FlLTER CLOTH TO BE FASTENED SECURELY TO FENCE WOVEN WIRE, 14 1/2 GA 6" �,..J / WOVEN WtRE FENCE WITH TIES SPACED EVERY 24" MAX MESH OPENiNG SEWER CLEAN-DUT � AT TOP AND MtD SECTION NTS wrz�3-1-00 � O 3 4VHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH FILIER CLOTH FILTER X, MIRAFI 140X, !29/96,12/20/96 S-9 �� OTHER 7HEY SHALI BE OVERLAPPED BY 51X INCHES STA8IL�NKA T]40N OR APPROVED Mvµ AND FOLDED EQUAL � 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND PREFABRICATED UNIT GEOFAB, �`��'= Sewer Speciflcattons 52 � MATERIAL REMOVED WHEN "BUI.GES" DEVELOP IN ENVIROFENCE, OR APPROVED � � THE SILT FENCE EQUAL �; �TRENCH BACKFlLL `— �f�! 5 SILT FENCE MUST BE INSTALLED BEFORE � �`� ,v�,� BEGINNiNG CONSTRUCTION � � . l , • ��/1,; -Q---_...._.._�_r_...._-,--.-.�. 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AA I '� � `� � , � � �laqs�one � � � � ° _ ; , , , - Cl.�p 2� Co�,oneas�er l uc, �ekin� p�ekinq Co�oneas�er # 5 , � � � � � � � � � CY-bm 2� Car�op�eris incana 'I31ue MIs�' f31ue M�s� Spirea # 5 dc ver � �AC 26 �uon mou5 al a�us com ac�us Com ac� 13urnin 13u5h # 5 Groun o , , � p p q W � THINBHANCHES BY 7/3 RETNNING NORMAL _ �,JS 23 Juniperus sq.uawmata 131ue 5�ar Juniper # 5 � PIMi SHAPE '131ue S�ar' � perennials �/� RUBBER HOSE AT flMK BARC MULCH 80mm(37 MIN / � ����o���R�TM��R� ,,,,,,,,,, ,,,,,, CRFAiE SAUCER WRH TOPSOIL 150mm(67 MIN Kbp 5� po�,en�illa 'Ka�,her�ne n�kes' K n�ke5 �o�entilla # 5 /� n 00 � 0 W PREVEN�NANRAL SWAY ROP6 AT TOP OF BVl SWJ.L BE CUT Rd10VE � NRNBUCIO.E(3),GPLVpNIZED OR DIP-PAINiFD TOP1/3 OF BURLM NON-BIODEGRADABLE IMT6ilAL SHALL BE TOTALLY REMO'JED CORNER OF ROOT SYSTEM 7'0 BE AT LINE CENLY COMPAClED TOPSOIL MI%NRE - [� / //�� OF ORIdWH.CR1DE TMIFm ADMIXNRE B4CKFlLL � \ LI pibes alpinum Alpine Curren� � � 5hrubs O O � O � MU.CH PINE BARK OR WOOD CHIPS 76mm(J�MIN - � � FlRMLY FORMm SAUCER(USE TOPSOIIa ' � ������� � � OFAOPE�SOIL�7YPE���� pW II �osa woodsii Native pink 5�nrub �ose � 5 w000 srn�s ca> ROPES AT TOP OF BALL SfWl BE CUf REMOVE � TOP 7IJ OF BURIAP NON-BIODECRAMBLE IMIFRULL - SHALL BE TOTALLY REAIOVED S�N I� 5a)ix purpu�rea nwarf arctic willow # 5 0 PREPARED SUBSOIL TO FORIA PED6TIL M PREVQJT SETNNC SHRUB PIANTING - BALL AND BURLAP Sp�C,m 22 5p�raea ' Snow Mound' Snow mound 5pirea � � Q PLP20-02 � _ DEqDU0U5 TREE PUMING ON SLOPE-HEAW DUIY - � � �'a°' , SY-mk 23 S�rin�a me�{eri ' M�ss Kim' M�ss Kim �ilac # 5 � - � � � � � - } - � � _ , . � o --�_ - _ � _ � ����NNI� � ►� , 5 W �, � O �:� . _ ; � � _ . - , . . p � � ` ' � AAG - I 0 As�,er al inus 'Gol ia�,h' ' AI ine AS�,er �I 5 , - � , � ^ _ ' � p p ' . � ►�--� : - � � � 50mm �2") CRUSHED STONE A�'p � Aubrieta bel�oi�es �urple �ockcress ��2 , _ , � M�I � euee�r�,�r euac � - COATED METAL EDGING AND STAKES Q���j � � � �„r - an x��s a) WHRE FlJ�G ON EACH T�INCRFASE � , AS PER MANUFACTURER'S SPECS ! �V V�p �� As�,er novi belq i i p ink �all As�,er � � , VISIBIIJN ASoib ncFrt aur vnRes�s n+�r � ..µ ' -----.—TUrweuca.e(�,cwvu�o oR oia-PUrrtEO , 150mm (6'� DENSE AGGREGATE -�{- O PREVEH�NAlURAL SMAY � � B�SE, EXTEND 150mm �6•, AN-a I � Aster novi belqii 'Aler�' ped �all As�er I Z a ser rnEE�r oaiawu,ca�wE , • _ MULCH PINE BARK OR WOOD CHIPS 7Smm(3�MIN. _ ' - SOIL 54UCEFC USE PREPMED i0PS01L 750mm e�uIN PREPARED SUBGRADE t ANM 5� Anemone multifida Windflower I � WOOD STAI�S(3) � r�oP%�TOF°euRUr�or+-�ei'oo������ia�u� A'A\/A� I I SFWl BE 10TALLY RE►IOVm ' / v VJ' I I� Ach il lea Moonsh ine Moonsh ine Yarrow #f - � PREPARm ADMORURE BACIffILL OR NA11VE SOIL _ � T�r�n�ixtur�s�cKFlU. ' AGGREGATE PAVING WITH METAL EDGE , - MEDIUM DUTY EDGO6-03 ' /��(�m /� Actuileqia 'Giarr� McKana' Giarr� McKana Columbine � I � DECIDUOUS TREE PIANTINO-MmttJM DU1Y - " � I I '{{' O . �,,o�, � _ - - CC b �0 Campanula carp, 131ue CI ips 131ue Harebel -��- I • � 5 lanula l omera�,a Cl us�ered I3ell �lower # I - � , , � CG I Camp q _ � Cp 50 Campanula ro�un�ifol ia 131ue Narebelll # I � - � bn-b 25 b ian�hus del�oides 'l3rill iant' n ianthus � I � nn-z � 6 n ian�,hus del toides Z inq rose �I 5 � r �—PERENNIAL PLANTING BED ��(� 2� b ian�hus qran i�icus Gran i�e p inks � I , -� � _ , �S°D �p 31 �chinacea purpurea purple Coneflower � I - � � , GJ 6� Geranium 'Johnsons 131ue' Johnson' s C31ue Geranium � I - v �.,s• �4,,•�:�;� O `:� 1 i�. ` , , r`Y'`` '`"�`' G5 51 Geranium san�uineum I31 ood�{ Cranesbill # I � ��nS}\��V'."yr cHOwN oF Roor a�u.sw�u.a�sN.�e ReunoN COMPACTED SUBGRADE I I #, � oR S���,�,�E��,m�E,�R . — I�var 93 Iris Variqata V ariqa�,ed Iris I ,�x ��'rl� i ���'� PINE BARK MULCH 75mm (37 MIN _ W � ���(�� ��� �-^-CREA7E SOIL SNICER WRH TOPSOIL 150��e,u�N _ _ _ K I 5 Kn i phof ia � �ed No� �oker # I o S � � FOLD OOWN OR Cll�AND REMOVE TOP 1 3 OF BURLAP ' IP NON-BIODEGRADABLE WRAP IS USm EMOVE TOTALLY PREPMEDSOIL84CKFlLL — �-m 100 �upinus ' �ussell N�brids' �upine Mixed � I � � ° � PREPARED ADMIXIURE B4CKFlLL OR NAiIVE SOIL - - _ U � �� � � �� � � �� � � _ - - �5 I 25 �eucanthemum x Superbum Shas�a nais� # I O � z � �� o � C O N I t E R O U S 7 R E E P U M i N G-U m I U M D l l I Y pN �5 papaver nud icaule Icelan�ic �oppies � I z � � � °� � � • , �,,,o_� STEEL EDGE� 1/8' x 4' STEEL EDGE DETAIL _ � � x �� RYERSON STEEL V WITH 12' STAKES EVERY � � S> � j� � � 30• �0 86 �apaver orientale Or�err�al �oppies # I � �V I 5 �ulsa�illa vulqari5 �asaue �lower # I � ��p I 5 �ens�emon '�Ifin pink' � �ink �ens�emon # I ��q I 5 pudbeckia fu�ida 'Golds�,rum' 131ack ��e 5usan # I , ' � , ` 5�mn �6 Sal via ' Ma� N iql�r�' Salvia #I . � . , 50 2 Saponar ia oc�{, �ock 5oapwor� �I 5 _ , , ��a 5 �I�h�mus psuedolanqinoides Wool�{ 1�h�{me �32 t � - - � V I �9 Veronica incana 5ilver Veronica # I ��n��'� p�� , � � - , , b ' � - � � Vp 2 V eron ica repens Creepinq V eron ica ��2 ` � l 1 , V5 63 Veronica 5picata (31ue Spike Veronica # I f���-�� , , , _ � ` ` - , - .-���� �f� � � � , ' ,..--� � � •---�- ° %.r...,=�=-f�S I pr�o��ct olata pro��ct t�am i�c��x to olrau�i�gs �UILDINCx COi��: 199"I UBG �UJN�R �4fi?G�It�Ct ��N��4L �vt�?UCtUR�4�. M�C�/�L�Ct/�'Ll�l'1�3 CIVI1. �NC�IN��R ����.r.�c.�� Segerberg Mayhew &Associates Architects FIRE p15TRfCT: V�4fL �� �� � ������ � � Ai.m GOVER SHEEt P.C.-A.I.A. OGCUP�4NC1': �3 fGENt � VICKI LOC��N S�CxERBERCx M,�1'HEUJ � ,4SSOC. {�.,4, NELSON � �4SSOC1/s,TES NICOL �4SSOCIAT�S fNC. �4R5 GONSULT�4NT5 PEAK L.4ND CONSULT,4NT5 A2.m 51t� DEYELOPMENT PLAN SUILDINC-c Tl'PE: tYPE V - 1�1 ,4RGNItECtS, P.G., 4.1,,4. �42.1 SItE D�vELOPM�Nt D�t,41�.5 LOT # 2 P.O. 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HEATINGNENTILATIt�/AIR MAX MAXIh'0.,A�1 �- r'��- �t ��� VT VINYL TI�C M2'3 LEVEL 3 MEGHANIC,4L PLAN ,4IA AMERIC,�N IN9TITUT@ OF CW CBILING D8 DOU�IBPOU7 fY.0 FIRE VALVE CABINET ��T���' MECH MEGHANICAL P.B. Pt�NIG RAR � �T��A�R TKBp TACiCk30ARD v.W.0 VINYL WALL CAVEI�NG M2.� L�vEL � MECH,4NIGAL PLAN � ARCHITEGTS CEM CEM�NT Dl�1 DR.41N pp FIREPROOF HD HEAV1'DU?1' M.C. MEDIGINE CABfNET P ID PAPER tOIUEL DISPENBER �Y ���` ,��gl� 'fEL TELEPNGNE V.J V-JDINT!£DJ �4.1.3�G. AMERICAN IN3tITUTE OF C CEh1TIMETER lS) Dlt.DD DRAINAGE BOAflD fRT. FIRE-RESISTANT TI�ATED NT HE�GHt MED MEDIUM PT.R PAPER TOWEL RECEPTOR RFa RIGNT FIAND N TELEVIBfON M3.I MECI-1,4Nf C,4L ROOM PLAN BTEEL CONBTtZUGTION G.M.T GERAMIC MOSAIC Tq..E DT DRAIN TILE FRI. PIRE-RETARDANT N.G. 410LLOW CO� MgR M�h16LR PAR PARALLEL RA.W. RIUHT OF WAT �p �pEI�D,TEMPERATURE pWR DRAIUER FIX FIXlURE FfM. NOLLOIU METAL � M���E p,SD. PARTIGLL 80ARD R ��`R T.G, TERR4 GOTTA M�.I HE�4TINC� SYSTEM SCHEMATIG O AN,.41 AMERICAN NA?IONAL BTANDARDB G.T GERAMIG TILE HCORJ NORITANTAL MSfItU7E �� CNAMFER p� DRA'wINCx FI.G FLA3NINCs MTL METAL PTN PARTITION � ��p��K TZ TERRAZZO U18GT IVAINBCOT A.37M AMERIGAN 30GI�t1'FOI!T88TING CHR GHROMIUM(PL4TEDJ DF DRINKING FOUNTAIN Pl.k FL£XIBLE N$ ��B1S MTFR METAL FUt�RING 1'VMt PAYEMEN7 I�N ROOF NATGN � THIdG fNE88) M5.I SNOUJMELT PLAN H.W.H 410T WATER NEATER F£D PEDESTAL I�G ROOfING W.N WALL HLd�1G � ANp MATERIALS CIR CIRGLE DAll. DUMB WQITER PLR FLOOR(ING) M.RD METAL ROOP'DECKINCs THR THRESHOLD U1PR LVALLPAPER ADA AMERICANS WITH DI3A81LITIEB GIRG C(I�AIFERENGE FL�CO �L.00R CLEANOUT M METER l8) I°�N1� P6NDANT � �M TP TOILE7 PAPER NOLDEI¢ tU.TAJ, IVALL TO WALL P�.O SPECIFICATIONS AGT CL. CL@AN OUT P.D PLOOR DR4IN MEZ MEZZANME �� ���TE��� � �Gµ��N�� TPTN. tOILE7 PARtI710N WC, 4dlATER CL08ET �r,c� INCLUDE CDI,fINGJ AND CxENERAL N07ES A.UJG� AMERIGAN UlIRE GUAGE CLR GI�EAR(.aNCE) P/L PLOOR LINE MM MILLIMETER(8) PER PERIMETER R6. RAUC+H 8A0.N TOL TOLERANGE Ulp WATERpROOFING ANG ANGNOR,�4TyGHOIaA�sE CL08 CIOBET p.I�L, p�qpR¢�q1E INFO It�01�"IATION � MILLU�01�7G PF4 PHABE R,B. I�LI6DER BA3L T�G TONGUE AND GROOYE W.R, IUATER 1v'Ef'ELLENT A.B. ANCNORl�OI,t CLB CL03URE FLUOR FLUDRE3CENT �.D. INBIDE DIAMETER MIN MINIMUM l�LS PLA8T�1! RT RUB68R TILE T�B Tpp qp�p gp�p�.� � ���T� PZ.I LEv�L i PLUMBfNG PLAN ANOD ANODIZ�D C.UJ. GOLD UJATER FJ?. FLUBH JOMT i.B.G IN87ALLED SY GONTR,4CTOR MIR M(I�20R PLA3 PLA9TIC TA$ TOI°OF 9EAM WT WEIGH7 P2.2 LE1/EL 2 PLUMBINCs P�.AN A1°PD AppROYED CAL COLUMN £A. EACN PTG FOOTINCs I.BA IN6TALL@D SY OTHER6 MI9C MtSGELLANE0U3 PLAM PLA3TIC LpJ`iINA7E TAC TOP OF GONCRETE WlUF UJELDED WIl2E FABtZIG APP AFpROXIMATE COMB COM6INATION EF EAGFI FACE FRCs F�OR'sED M3Ul INSULATL'(1�),lION) MOD MODULAR P�- �-ATE 9FfsL SAFETY GLA88 TAD. TOf'OF DI�41N IUN.a. UIHE�i.BUMPL'R PZ.3 �E1/EL 3 PLUMBfNCx PLAN INT INTERIOR ARCFI ARCHITECT lURAL) COMPT COMPARTMENT �,pl, EACH WAY � ���At�� MLD MOLDING �°'G �-AT��-A� SDST SANDSTONE TAF TOP OF FOOTINCi Ul WIDTN,WIDE AD q�q p�p,�µ GOMP COMp08TIGN lGOMPOSITEl �LEC ELECTRIC!AL) FR P'RAI`i�'fD),fING) INtM INTERMEDIATE MT MOUNT fING) P/L PLATE LINE gCµ gC��►d TAM TOP OF MA30NRY UlDO WINDOIU }�Z,� UJ�4STE ,4ND vENt ISOMEtRIG AUT AUTOMATIG COMPR COMPRE88!ED),CION),CIBL@) E.P �I-ECTRICAL pANEL�OARU �� ���'�°��` INV INVERT!ED) �p M�y� F'LY PL'PlU00D l8) 6EALANT TA.PL. TO1'OF I°LATE w,ry �'t�p U�,qgg Revisions: AVG AY�RA�'s� CONC CONCRETE E,IU�C ELECTRIC WATER COOL6R F,A. FRESµAIR MOV MOVABLE �T ��T 87G ',+E'A11NG T.O.PLY TOT'OF PL7WOOD C?1.U. GONCf�TE MA30NR7 UNIT EL ELEVATION P.I.O. RiRNISHEp ANp INSTALLED MUL MULLION �'T ��NT SECT SECTfON TA.R. TOP OF RIDGE VJ/O WITHOUT C(V tL B U I L D I N G 03/15/01 B3MT BA9EMENT C� ����� ELEV ELEVATOR BT OTHERb J.G. JANItOR'8 GLOB81 N.E�C NATIONAL ELEGTRIC CODE �� �-'N�NYL GWLORIDE SNTG 31�EATHIWs TA.S TO}'OF SLAP.1 wp Wppp BM gEqM CONST CONSTRUCTION �MER �MEI�+pNCY F,BD. RJRNISHEp DY OTHER3 Jt JOINT NFP.A NATIONAL FIf�E PROTEGTION PE PORGELAM ENAh�L g� gy�{p�T TA.STL. TOP OF STEEL w,g wppD sqgp PERMIT ISSUE g�y g�qR��y GS.I CONSTl�JCTION ENCL EMCL08E(URE) FUR RiRRED(UlC+) JA JOINT FILLER A880CIATION P08 POBITIYE,POSITION SM.R SHEET MEMSR�4NE ROOFINCs TAAll T01'OF WALL W.t'T. UJORKING POMT P.T.C, I°08T TEN610NED GONGRETE SMA.G.NA 9NEET METAL ♦AIR TL.D. TOTAL LOAD GI RE: �2.0 �� g�(,pw 6PEGFICATIONS INSTITUT� EQ ECAJI+L FUT FU?URE NA7 NATURAI. lU.l UJIFOUGFIT IRGt�I 6ET BETWE�IJ GONT CONTINUOl18 OI�CONTINU2 EGiUIP E4UIPMENT (N) NEW �� �'�� GONDITIONING GONTRAGT01�8 T.6 TOtUEL BAR C2 CONS7RUCTION f�E7AILS REVISED 05/14/01 BVL BEVELED COMTR CONTI�AGT COR) E6T EBTtMATE Kp KICKPLATE N,R NOISG f�DUCTIOH P.CF. POUNDS PER CUSIG FOOT NATIONAL A880CIATION TL 1RACK LIGHtING BIT BITUMINOU3 C.J CGNTROL JOIN7 EXG EXCAYATE KIT KITCNEN N.RG. NOISE iZEDUCTION P1F POlAJDB PER LINEAL FOOT gv SHEET YINYL FLDOR COVERINCs 7R TRAN30M BLK BLOGK CPR COFpER EXH EXHAUvT Cs.I�M GALLON5 ImER MINL{TE KO iCNOCKOUT COEFFICIENT PbF POUNDb PER BQUARE FOOT BIM 61MILAR T Tt�Ap �C ANGLE ISLICCs SLOGKING COR COFdFIYATED !E) EXISTING GALV GALV<1NIZL=D NOM NOMMAL Pb I POWJDS ImER 6QUARE INCµ 6,N 61NGLE HUNG TYP TYPICAL Q', GEhITER LINE L��sG�� , B U I LD I N G 05/18/01 DD COAI� GTR GOUN7ER E.B. EXPANBfON BOL7 G.I. GALVAIJIZED IRON N.0 NON-GORR081vE P'G.0 r°RECAbT GONCTFLtE 81GY SKYLKsNt [ �{q�� B.v, BOTH 61DE8 CS COUN1ER31NK EXP EXPAN810N G.33 GALV�.INIZEp STEEI.BNEET LBL LABEL NMT. NON-METALLfG PREFAB f°R�FA�RIC4TE CA) SL SLE£vE PERMIT ISSU E BlU BOTN WAYS CRB COUR3E l87 EJ. EXPANSION JOINT GSKT GA9KET lEDJ LAB LABORATORY (Npa NO PAINf PRJ PREfINIBHED SJ SLIP JO�P1T UC UNDERCUT � �pE��'�� L) LANDSCAPE PL�4N BOT BOttOM CRG, CI�86 GRAM LM EXtEI[IOR GEN GENERAL LAD LApDER NA NOT At�PLIGABLE,CAYAILABLE) PSG. PRE6TRE83ED CCNC�7E 8.8. SOLID BLOGGN's UCy UNp�1�GRq,Mp � ROUND/Dbbl'1ETER BA,B. BOTTOM OF SEAM CF. CUBIC FOOT �IF.B. EXTERIOR�NBIp.ATION ANp G.C. GENERAL CGVTRACT IORJ �$ �'�D�T NJ. NOT INCLUDED PROr' PROt'ER'fY S.C. SOLID CORE UL UNDEl8I1RI7ER8 LAdORAtORl�B I�l �� LZ LANDSC,4PE D�t,41L8 6A.G. BOTTOM OF Cq�{CR�TE CY CUBIC YARD FINIBN SYBTEM GL GLA88,GLaZING LAM LAMMATE(DJ N,��, NOT IN COPlTRACT PL PROP�R7T LME SP BOUNDPROC�F UNF Ut�M(BHBD x' p�GREE M NUM�ER � it� pla�n sy�nbols arc�hit�ctura l syml�ol5 mat�ria l syml�ols SUILDINCv BEGTIOAI Z Z ._���p�„��i� fe00M N,4ME, rar�eaR WItN �(N18HE8 AI�1D �"� ����ME fmLAN a g�GTtON (f�L,4NJ A13 ,413 � R w � p�� E>clstiNC� FE,4TURE PROPOSEp �xt�T�rl� �EATURE PROF�osE1� �_ FLOOR STRUGTURH daeeT rwMDeR BA�58 � �,4RT1-f �tmLYUJOOG -—�—""�'�� GOIVTOUR --'^'��� � 81�OT HLEYATION � 8,4°vE ���LB -- R P}�01��1�TY LItVL° -- t� � 1-IYDRANT � SUIL1aING °..+�GTION $ CT CERAMfC TfLE ��L� ROGiC �F1T�118H UJOOf� CHLBVATION) '�'� Wpl CUSTOM 1U00P PRGFILE FLOOR BTALICTURE — ¢ GShITEi@ 4.IhtL — CE —�-- vALVE ---�+♦— WDZ 87A1JDARD PRORILL'WoOD t'AIN7 GRADL �---- �A8�1"'I�IVT/$�T�,4GIG ------ �^ UTILITY pOLE ---�-- R R11B�ER SA6E Cl�r BYSTEM NOTE6) �GOUCs�008D/ I�IGI-IT OF4 UJ.4Y I�OI�OU°� Ia1LL PLOOR PENG� � tR������R � 5 TOP SOIL 1�OUCsH UJOOD/ G BEALED CONGI¢2TE {� LICsI-iT � C�°T CARI�T AND PAp 8T 3TORM D1441N gT U1�4LL BECTION /i'T GT CEI�I+MIC TILE aISCONTiIVU0U3 �1_ 9(CsN i— IUP WOOD PLAA9G FLOORMG � 5,41VIYARY BEUJER 58 . .4°,5f°+-IALt f°AVING/ � vGT VM7L COMp081110N TILE 1�0,4DB�17 MAT'L �' , ; ,•.' �' °�+���. �°LASTER 'TOWN OF VAIL � MONUMStyT m �` ""�"°�`"' '� µ�q�yy pun-CAIE�ET GND PAD DES I G N R EV I EW w UJ�4TERLIiVE UJ Q� M�tB1� 1'91T � �L ' •• ° °°"G'�T� STAFF APPROVAL Date: 01/19/01 E �L�GTRIG LINS 8 � MANHOLH � oerw�nurieeie UJ,41-LS nare . . � �pATT fN:5UL.4T10N G CsAB LINB G .1�1. � A�rd BF1¢ETWrroER C SEALED CGtJCI�TE . .a �..{�y GATGH BASihI CT GERL�MIC TfLE � 870IVE vENES}� lZlGsla IHBUL�4TION T TELEPI-IONH LfIV� 1 Q GL.LAIV OUT � � C,4�L� T�L�VISIOhI CN �1.� OtJTR�LLL/1-F8,4pW,4LL � ��TA(L BLOWUP Gd' CsYPBUM�OARp-TAPPD,SANDED,P�4INTED. CUT STONH GT GTPBLIM 80ARp •TAPEp,BANpED,T�XTIlRED,pAINTEp DATE: ����/"� Pro ect No: 240�Q.Q� GR GTPSUM L40ARD-TAP�D,SANDED " "' 1�R41IVAGE LINE ••• 8FG BT�CLISTOMImROFILEGNAIF21�4,41L. ��1��1:� 1�UJOOC STUD ,n � �_ � S�hlCl-4MA1�fG � G/�7 �TAFF: ��r�� LIMIT OF UJO}�K ImL,�N^A" -� SORING LOCATION -�-- GEILfBN�p��C�� �CONCII�TS SLOGG �M�TAL STl1D Drawn by: SRN '� MATGi-1 LINE ?C �lt18tING t}�� 3 G GYP6UIK BOARD-?AP�D. DETAIL GUT Al2 Gp G7P3UM ISOARD-TAPSD,3ANDSD,f°AINTED � 3T��� CLG. 9CAL�) �'���b�� T}e�E TO �� FRLMOYEp � Cs7 GYpSIIM DOARD -TAPED,SANDEp,TEXTURED,f°AINTEp EXIBT h1Gs TO Cf UTpBLIM pOARp-TAPED,6ANp�p Q TRIANCsUL�4T10N pOfNT L�T ACOUSTICAL TILB - - � _ ,. ,,:•. ,•,' CoY1�8UM 1°30A1�D CLGa 8CAL8� _ _ _, _ 1QEM0�/E 8Xf8TINCs Checked by: ) L �L�vATIONS � A� WALL 7Y�� �m CaR�PH(C SG,4L� � �� 2� 40 Ma+� Sheet: 81MILAR DETAIL ELL=vAT i Ot�l �R p00f� MAf�iG � o�s Q 1�L,4TEt7 4 3 DLtaIL NA�ASeR ff��TT�� DET,41L GUT A�� Ai2 b�BrNre�R �WOOC8ICINCu �w0017 � S�LOUJ OR Ad01� UJfNDOU1 MARK O �� en�i aueet BTONL � � GLA68 � �N� ��� ^ ���� �voie-r�+ afe�eow o� aD Q� c�,or� re�Yisior� �i IIVGICATfON /-fi��AT��a , CaNCREt�, D f@«4 W I NC� T I TL S �C sTUCCo TOP Of PLYLLJOOD NORTI--1 No12Tl-{ IVORTI-1 a�¢,awirtG Tir1.E 25 ���„ � �,�m„ �LEVAtION • � M.4R�G tmm��m��(.�_ BCALE ELEVATION CO 2000 SMA , � W � � � � I IIIIIIIIIIIIII 0 M (IIIIIIIII I 7 m SURVEYOR S NOTES ` MN Z — ��� � a�� 1. DATE OF SURVEY. MARCH 29, 2000. _ • � �o , 2 BASIS OF BEARING N25'10'20'�E FROM THE MOST SOUTHERLY CORNER OF LOT 3 (A FOUND 5/8" REBAR & � z�� A L U M I N U M C A P, L S #2 6 6 2 6) AND THE NORTH EA S T C ORNER OF LOT 3 (A FOUND 5/8" REBAR & ALUMINUM CAP, a � �o • `�-`....� III III W N° (VAIL ASSOCIATES, LS UNREADABLE) -.,,,,�� �-,..,,,, 3. SEE LAND TITLE GUARANTEE COMPANY INC., COMMITMENT #V257960 (DATED MARCH 15, 2000) FOR ALL IIIIIIII IIII Z �°�M �-�.,,.� T1TLE INFORMATION � � m�,i ' � '`a � 4. THIS PROPERTY IS SUBJECT TO APPLICABLE RESTRICTIVE COVENANTS IIII v owN IIII � III �Z � rn , 5. ELEVATIONS ARE BASED ON ALPINE ENGINEERING INC VERTICAL CONTROL ESTABLISHEO FROM N.G.V.D., 1929 Q o � . . . 3 � w i _ �.� 6 THERE WAS NO POSTED ADDRESS AT THE TIME OF THIS SURVEY. . 4^�^ `�•-..`�`1 �~`` 7. ALL NOTES SET FORTH ON THE VAIL/ POTATO PATCH PLAT, RECEPTION No. 129527 ARE APPLICABLE. � � �,,���� .__„� � \ \�------' �\ _,�� .5�� .�/��I, � 8. THIS LOT WAS VACANT AT THE TIME OF THIS SURVEY �"``----..._. 34'� ; ./",� DECK68' � �''�,.., �,, � r F � �-�f�,�, 9 THERE ARE NOT ANY BUILDiNG SETBACKS ON LOT 3 ACCORDING TO THE PLAT OF VAIL/ POTATO PATCH. /'� �'' ^�,� r� �,� RECEPTION No 129527. SECOND LEVEL / ��y, �" ``'`� 4 OQ� f1,�/l � STONE DECK g696 68 \ 1 , -�.""---_ ,-�.. � J1� DECK BOULDER WAL/�`'' -h,`,l '�`'""'�-..,..'"°---...._.�y '��`'`, °'�.� �•��� 8696 72' ` � "-.-~""`"----._ � �``�.,,. \' �(�� , � � -�' ,` . `, �� DECK �8687 1 ^^`".-.-..� J�' , � . - ' .,f, ' , PAb; „"'-�-----,_ `"`'"" `�� � �U�," . :( ,, �f , q y "�`"�.. f j , ', , , ' s' ; ��, � '��, Jt .. 9 ' a '�""""'----_-__._.�.._'_"`-_----..,,,,..,..,_,,�,� � �''`���.,.�^�,`� a �y,y4��� ���Y�W <f', r'�+` �Q SVH��Jy 1 y ��� n , -`�`'- � � ��,� -'�'�',- r � A» � PAD � ��`�-,�-. �'` `. ,"�a�•���,�'�w��.'�`���,�'�°q�` �i�. . r,s� - ' `, , . , ' ,, � - <. . "�`'�. .,, � ;£ ���� i '�� ` �',. 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PROYIDE COPPER DRIP EDG� AT FASCIAS, W,4LL 1 , ��;�'� �f; ;h SII�, �—D5 JUNGtIONS � SLOPE GHANCa�S �J l'0 �:���'m�,s.4'` �r.. �.. �;,�t�y.,,3c„f �`;����'�'!,.3,,;,�'�>�s���''ya�e�,°,`' .;���'ta.4''•;a}�i;"-� };°•Y;' ,."t,:+ ' ''�� Q � �_ —� _� ,t.;��,;4x.a�tlfi"•ti3�k'>.,,o�" r'3rt�.5rr`',.�`��,�6��,/5i. .+.,.t.,t�::�:. �``a��,�k`�»�'io^•:'��i !n„3:�'"i:�}�;:�f'_ ^1 ��.! SAS�: � �'� �<.,;: �,.: _� F� - \ �; -- ,._.._ ` , _. ;; a . , .. ,�.�:: , ,, � PZ � 9'-il 1/2" II'-3 I/2" 9'-11 I/2" / \ '- Bi 3/4" X 3 1/2" P�41NT CsRAD� U100D SASE - °b. �j � � B2 G�R4M(C TIL� 8A8� UJ'i 1 �- - - - - - - - - - � I � D DS - - - - - - - - - - - - - - - - - - - - - - - -�/ \ Mll B3 NOB,4SE I � S NOtE: NOTCN CoNC. I— w�s a4 r�o B,ase wi v�° REv�AL AT �IN. F�.R. Revisions: � � ( U1ALL FOR 0.5. I �2 �� W�8 � fi�AVINCx: BUILDING 03/15/O1 M6 `___ __�________ ` I , ...� — J PI 6" GONG. SLAB IUfTH UJELDED IUIRE F�4BRfC lU/ SNOU1M�Lt ON �4" PERMIT ISSUE M1'1 `fP. I _— — _ _ CsRA1/�1. 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G�# PAINt ON I�AND tROIUELLED DR1'IUALL T�XtURE ON 5/S" TYP� � I I 2 2 � "X" CsYPSUM BOARp ON U100D FRAMINCs C5 PAINt ON 5/8" tYP� "X" EXT�RIOR 50FFIt BOARD 9'-�" 9'-6" I 9'-�0" I I M I SG: rt�WN OF VAi�. 2 3!4'` 2 3/4" 2 3/�" 2 3/4" M2 2X6 UJOOD ?RIM DESIGN REVIEW M3 2X8 WODD tRIM STAFF APPROVAL $ 14'-2" g�� 5 I�" 31'-2 I/2" S 1'-0" M� 2X10 U100D 7RIM M5 2fX12 UJOOD tRIM pATE: � 13 -�°-�-- ---� Date: 11/14/00 M6 2 CLEF7 SANDS70NE CAP. �o'-�o" 18'-ra" 11'-6 I/2" 32'-8" ¢-� 3/� M� 5X5X1/4 STEEL ANC�LE Q� , r� _.,_,.,,,�,_ _ ' " MS COPPER FLAS�IING AND COUNTE�r��4-t M9 P�RIMETER DR4INA�E s�sTEM IP�R SOILS REPORT� Project No: 24010.00 � !a5'-S 1/2" M10 GOPP�R CsUTt�R AND DOUR�ISPOUt M11 SNOWCxUJ�RDS- R�: PL�4N FOR LOCATION A7TACH P�R MFG. `� R�GOMMENDAt(ONS Drawn by: SRN � Mi2 CONCREtE GURB 1 3 � � � M13 6 MIL vAPOR BARRIER 'd'�O '� M�a� 3�� CONt SOFF17 vEN7 CGOPPER) Checked by: JGL �-2 M15 PfifNt�p M�tAL GUARDRAIL 2" DIA. tOP RAIL WIt�4 3/S" M�7A� NORIZONtAL MEMBERS AND I/�"X2 1/2" Y�RTICAL SUPPOR7- Sheet: CsRIND IUELDS SMOOtI-4 M16 NOT USED NOi��,� P111 2'-0" DIA COLUMN- EI�S ON �PS COLUMN FORM ON STEEL ON St�E1. COL- R�t StRUC. DUJ'CzS �OR 51ZE M18 R41N7�D MEtAI. NANDR4IL MTD. AT 2'-im" �4BOYE NOSING � � � � �� � 2 �� ��� �� �� M19 PA INt�p EMB05SED MfitAL PA�1�L M?D 24" X 2�" OP�NINC�S- BOTTOM AT �04'-8 1/4" U1/ PAINtED MTL. ,/�3 2 SC,��E: I/4�� = I'_��� Q / I l CsRILLE, COORD UJ/ MECH. CONSULT�NT � �� � �G�� - 1 II l �.�.�1.-.��/ O 2000 SMA 1 � 5�'ST�1„f �IOT�S: �� _� �_2 ��.00r s: Segerberg Mayhew � 2 � '�j' Fl �" REIN�ORC�D GONG. SLAB ON Vl�POR BARRIER ON d" CsRAI/EL &Associates Architects FILL ON GOMP,4GTED SUBCsRADH. 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PAD� ' 1U00D STUDS ,4T lro" O.C. UJITN R-19 UN�,4C�D BATT INSUL a Denver Office � y, � r � � Mi� �� �; SI � PL�4N POLY�TH�LENE VAPOR BARRI�R 1617 Wazee Street, Suite C2 m i I �D5 i `I ' I W5 1" �1�5 ON 1/2" G�X PLYWOOD SN�A7NING ON 2X6 WOOD 5tUD8 Denver, CO 80202 � � POUJDER ,4t 16" O.C. UJITN R-21 UNFAGED BA77 INSUL.4tION AND Tel: 343.623.3355 � — — — — — — _ B2 �� UJ}9 C3 _ _ POLYETNELENE VAPOR BARRIER Fax: 303 623.2262 � � �p I g �t � lU�o 5" t0 6" NOMINAL StON� YENE�R ON BUILDINC� PAPER�ON I/2" info@smarchs com r 7 � � D5 �S,_0„ .�.�,_�„ ��,_�„ ��IOSE BIB N � CDX PL`r1U00D SHEATHING ON 2X�o UJOOD STUDS AT 16 O,C. �,�,`,�,,srnarchs com �18 = I ( I I r = � /� UJft�-1 R-21 UNFAC�D BATT INSUL�4710N ANp POLYEtNL�N� H05� �IB� � ' I I f Ufi' � � � VfAPOR'BARRIER I I I I � p� „ _ � UJ7 8 70 6 NOMINAL STONE YENEER ON GASt-IN-PL,4GE � L l 1 �. — , REINFORCED CONGRET� f _ ; - - _ - - - - - - UJS 5" TO 61I NOMIN/s�L STONE YENE�R ON 4 REfNF. 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ON �/8" PLl'WOOD SN�AtHINCs ON PRE-ENGIN��RED 3S U100D TRU85E5 OR ROOF JOIStS CRE: STUCT. PLANS) UJltl-I � _ _ � � - W�, R-38 UNFACED BAtt INSUL < POLYEtI-{EL�NE Y.4POR CJ B�4RRIER PROVIDE ICE a IUATER51�lEL0 MEMBR'4NE TO S'-m° = 1�151D� EXTERIOR IUALLS t ON EACH SIDE OF ALL VA�.LEYS, O � a' `7 IUALL JUNCTIONS s SLOP� CNANG�S. PROVIDE MIN. O� 12" UP < � r' —� '�- �� `=' �'— SI�I, C� 12" OUT ONtO ROO� DECK AT ALL VERtICAL ROOF TO lU,4LL � 2 3/4" 39 JUNCtURES. PROYIDE GOPP�R Dt?IP EDCsE Ar FASGI,45, UJALL � w� p � � � I Cx BOYE dp CJ C� ASOYE � DS B,�S�GTIONS d SLOPE CNANCs�S 9 � ' - }-� — — ` �p 12A5 O BI 3/4" X 3 I/2" PAINt CxRADE UJOOD �3A5E W18 12'd'S m � B2 CERAMIG tILE BASE mp� _, `�' � B3 NO BASE R8V1S10riS: °� wd l I � + � ea� xo �as� wi v.a�� REYEAL At FIN.�ir. BUILDING 03/15/O1 N ` � g � ,� sLOPE TO � � - �V���= PERMIT IS 5UE � DRAfN (tYP) �'-- �p � � � � PI 6" CONC. 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SEAL AT EXP05ED LOCATIONS P,C.-A.I.A. 2 ,��p _� � F2 3" R�INFORCED GONGR�TE S1.AB ON 3/4" 7 t Cs PL'r'WOOD CaLUEO AND NAILED TO 1U00D J015T5 F3 3/�" t 4 Cs PLYWOOp CxLUED � NAILED TO 1U00p J01875 F�4 NOT US�D F5 THIGKS�t STON� Oi•l Fl F6 TI-{INSE7 CER�4MIG tILE ON �! 23'-6" �-t rN�us�T c��aMic ti�e oN �a ARCHITECTURE, ', 5 1/2" 22 _�� � ��" �8 GARPE7 �4ND PAD ON PI PLANNING, INTERIORS ( , UJ,4LLS: " , Wi GAS7-ft�-PLAG� CONG. WITN WJs,TERPROOFIt�G WIT�{ 2" RI�sID Main Office: Va].1, C� 2 3/4" 2 3/4" INSUL.FROM C�RADE TD d'-fd" BELOUJ CaRADE 1000 S Frontage Rd W, #300 �O -2 Vail CO 81657 W2 2 I/2" EIFS ON U11 Tel: 970.476.4433 I UJ3 TEXtUR�D COAtING ON GAS7-IN-PLACE GONCRET� Fax: 970.476.4608 Ukt 2" �IFS ON 15" �ELT ON 1/2" CDX PLYIUD. 5H�A7�41NG ON 2X6 � m I Mi TYP p0��THEL��T APOR BARR ER ���G�D BATT INSUL < Denver Office 1617 Wazee Street, Suite C2 'n c�a �uT-I-�� W5 I" EIFS ON 1/2" GDX PL1'WOOD SHEAtHING ON 2X6 WOOD S7UD5 Denver, CO 80202 � � � _. _ _ — ._... 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T�T�E# TI TLE _ , _ , . . , , - � PAGE# SCALE • - � � _ � '.. � � - '-� - . � - , _ , - - � - . 1 lnch = 10 feet � � - -. _ , � , - _ - . � � _ ° � • � , � ` ` _ ' ` _ . . -� ` _ ` ° . " - � , ' � � � � _ � , , _ _ � � � � ; . < < ° ' , _. ` . - , - ' , , , � . r , - �, ' C�L��O S�VIA `� � � � � - ' . �, � �- _ _ , , � � � . . � , _ , . ' , _ � � , . - t � _ - . _ _ � - , ' , ' ; � ' - ��' � � , . � _ _ . .� _ . , _ , -- \ • proJ�ct ola ta �ro�j�ct t�a m i�ol�x to dra u�i�nc�s � Segerberg Mayhew &Associates Architects P.C.-A.I.A. ARCHITECTURE, PLANNING, INTERIORS Main Office: Vail, CO 1000 S Fmntage Rd W, #300 Vail, CO 81657 Tel: 970.476.4433 , Fax: 970.476.4608 Denver Office 1617 Wazee Street, Suite C2 Denver, CO 80202 Tel: 303.623.3355 Fax: 303.623.2262 info@smarchs.com www,sma.rchs.com � � O�' �3 0�,��'O ��`C w � � � � , � u,� � �. co�. o�,� o � � , ti � � o W � � o W o a ��r���at���,s � Q R ABV ABOYE BAF. 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JOISTS. �'fizOYIDE LIC�+�7UJEIC�NT CONCRET fN :g�„y ;:4•`s `. 1 J, , gX.yµ - Tel• 303.623.3355 :,�. ,�,;,� .,�r.,, �,,,. .� a��� ,ax ,.�� q ���. K .. ,., 1=,. }� ,��. ,y:,� ;,. '�Nz -��� G� r�i4. K" �S� S� u:Y L� ax: 303.623.2262 •, 'o .C�t -i�" e. >.dt^ Y'£��° t ,s�a ,�r�^�, ^:�� a F J ;�y,�` <• :'t +'Y"'' xr°' ',�i;s v..4 '"Y' r:,,f' `tiC� i �h' '.9 :Y� al. 5�C yj•d. .S'4�-� i'}7,:c�i �:�:%� ,•� � ,> u' r ar�4- •t. ,�� r :S}, ��.,. {� .� �+�h,, r �2` �,i'e � J .,.�� ...E, ,N,Y,,t �, �i 'r .;-C a, '7'> .v. d`; -.�:x`:..u}nr •s4f1: ��, , w r, ,��; C T ,4 �, �� .z L;>�. _. �<��: � ..� �� ;,�. 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PROVID� ICE �4ND UJ,4T�i�SN(�LD .{���� I Main Office: Vail CO '-M='�`�� M�MBRANE TO 8'-�" fNSID� EXT�r'IOi� ' I ,�,z;°�Yi= �"��zs,', 1000 S Fronta.ge Rd W, #300 ..,�,x.: '�..;�.. U J,4 L L S ,4 N D O N �A C N 5 1 D� O� �L L va�i, co si6s� ����' ti'ie;�+. �;�ka �°- V,4LL��'S UJ,4LL JUNGTIOI�s �N1� SLOPE ;r,:,��� HYAC t �u��, I � Tel: 970.476.4433 ,s>��"' BOILER FLU `'=;%;�F �� '�r ❑ :�':�,: �,:;,, C�+,4NC�ES. 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O � - ���20/D!�.�.a�., - Date: �Jr.�E � o ����� � � �� � � � � � � ��. ��. ���.t�����:;��a � - Project No: � �, , o Drawn by: � L � _ � N��� Checked by: � 3 '� Q f 1��1� �� � � f� ���� ° �� � ��. ��. � � � �� � � �� ��� �� �1 �1 Sheet: � ,�3.� sc,���: �i�.�� _ ��-m�� �� - 91 ' - 1 '► � m a i 0 0 u� c"u � i � � U / C a � � O L J � � OC 2000 SMA a � . - � '1 1 . � � � �� T.O.CHIMNEY CAP 112'-4" r Segerberg Mayhew &Associates Architects - P.C.-A.I.A. - � •K . C T.O. SHEATHING -- � �105'-5 3/4" ��---� � _ `'`�}--,�``��`'�''. ,,-'- � �i ' '�`°�� �� ,-�� � ,�°s-; - ARCHITECTURE, ° i� _i___�__� _ f l , ` PLANNING, INTERIORS �__��'�-,_ � � � �_�r _ s � i__.,��_._�___1___�__ �!_.�_ ' � --�_ � � _ i , �__ i___� i � � i _ � , Main Office: Vail, CO � � � -�-,--� 7-�. , � ,, 1000 S Frontage Rd W, #300 ' � I i � I I � T.O. SHEATHING Vail, CO 81657 Tel 970 476 4433 T.O. SHEATHING _ �' �� � { ' a � � � ' - ,100' - 2 3/4°� � Fax. 970 476 4608 99'-11 1/2" - , ,, . .. . . . .. . 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SEE IAND TITLE GUARANTEE COMPANY INC , COMMITMENT �V257960 (DATED MARCH 15, 2000) FOR ALL � W zon � � 11TLE INFORMATION (IIIIIII (III Z �QM '- ` � 4 THIS PROPERTY IS SUBJECT TO APPLICABLE RESTRICTIVE COVENANTS � mo� , � � ` '� IIII � OWN � � ____._�� _ _- 5 ELEVATIONS ARE BASED ON ALPINE ENGINEERING INC VERTICAL CONTROL ESTABUSHED FROM N G V D , 1929 III � a o � `~ - �'�--_ II) � w i - - � ' - _ 6 THERE WAS NO POSTED ADDRESS AT THE TIME OF THIS SURVEY � _ - �� � --�,, ` �_ _ �� 7 ALL NOTES SET FORTH ON THE VAIL/ POTATO PATCH PLAT, RECEPTION No 129527 ARE APPLICABLE ` ----'�----'_`—--- ��� ``-�._ "-- __ _ �'�� " `'` I�I�,C,,, 8 THIS lOT WAS VACANT AT THE TIME OF THIS SURVEY 8696 68' ,_- - - ` ' _ 4 ` '- _ _ ` ` `__ �34,� r l 7 r� ' DEpC ',__..--------__ 0 ��''�- � ^'~�-..,, �'�.� �F � �f�,�, 9 TNERE ARE NOT ANY BUILDING SETBACKS ON LOT 3 ACCORDING TO THE PLAT OF VAIL/ POTATO PATCH �'" . ��� ``'�� 1�-�. �4,�0 �1�� l� RECEPTION No 129527 SECOND LEVEL __��'� ' \`�'-�---- -'—.� � - � � � ` STONE DECK g696 68 �� �`�- _ " _ `� �' / DECK BOULDER WALj'' � . \ �---�- r � _ ` /� _�� _ ,` ,, � ���L i _ �-�_ � � asss�2' � -_� -------`------ _ _--_.� � �� � _ `�. r oECK sss> > — -- � � `—�_ � Pno ," -1' �____ � `-�—_ �`�.� ���T' f , _� -"___ -�` �', _ '��, \'�� � � -------_____ - �'��, ._ -- �-� '_.,. �' -.` � . �� A�4 ���IS - __ _ — �-, , �. - 888713� "--�_ \ � \ �'- �''"� R�''��";as .� '� P�o _-`�-�� ''�. � '`�� �\ . .t��'„w''t�.arP.(���,����` � �^'� � �~` "`' � �` � �f��w�� ����� i � �`�,_,,_� ELECTRIC R�SER `' � �,� ��� '�"� FOUND 5/8� REBAR & R ,,. ��e a` �� � ����, 8 ``�. 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' •ss� r.oT�" , , " , �'� Z� O �'—J Y M ,^� � � , �- - �V+b65T.3S _ � , , � lt- • U �ti1 � " A ' W F— � }� r � - GRAPHIC SCALE W = Q � N8�3?. ,� o s �a � ,� cn c.� o .� ?�+p, m f � 2� � � }� � � 3S9' c � ' SHEET � " � � FWND S/8' REBAR dc ; � ALUAIiNUM CAP 1 inch = 10 ft� �i � ¢ �s �sssss CONTOUR INTERVAL = 2' 1 OF 1 > ; � . . � � � 3 r 0 ` , � r�i ,, � t . „-�., � �___ ��_>�_.—._ _ �� � ._._ �... _ ___ ._.� ,� _._ � _ �._. � � � `� _... .-�''� i . � __ _ � - ___._. r- - '- - - _ __. . - ___ , ,______ -- --_ � __-__ _�_. --- -_ _____�_---- --------- - - ------ ___�_.___ _ _ � .,� - - _ ,�.� - �_ � . � a .^ ' � �� � � O O � N � RUBBER HOSE AT BARK �\ L1--- V� GUY WIRES (3), WHITE FIAG ON EACH TO INCREASE . �S�B��n ��AN�' �15�' ��G�Nb 0 O TURNBUCKLE (3), GALVANIZED OR DIP-PAINTED , SEf TREE AT ORIGINAL GRADE :ET TREE AT ORIGINAL GRADE MULCH PINE BARK OR WOOD CHIPS SOmm (3") MIN NULCH PINE 6ARK OR WOOD CHIPS 75mm (37 MIN ' ' � SOIL SAUCER USE PREPARED SOIL 150mm (6�) MIN �OIL SAUCER USE PREPARED TOPSOIL 150mm (6") MIN . , `I � Z � 13ou1 ders _ � S � � � .---WOOD DEADMEN (3) n �,,L L ��������� ������ ROPES AT TOP OF BALL SHALL BE CUT REMOVE //,%/,%% '.i�'/,.% Abbr� l�(uaCCli�li� f3o�an�c Name Common Name �Z�: � TOP 1/3 OF BURLAP NON-BIODEGRADABLE MATERL4L POPES AT TOP OF BALL SHALL BE CUT REMOVE _v SHALL BE TOTALLY REMOVED lOP 1/3 OF BURLAP NON-BIODEGR4DABLE MATERIAL � � � SHALL BE TOTALLY REMOVED PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT ���� SE7TLiNG � PREPARED ADMIXfURE BACKFlLL Cobbl el s�one � PREPARED SUBGRADE PEDESTAL - pp 8 p icea �un ens Col orado Spruce I 0� I C ' __ �' � z r � „_; z � o �� DECIDUOUS TREE PLANTING - HEAVY DUTY MULTI-STEM TREE PLANTING p� l o populus �remuloides Quakinq Aspen �I I Cal� � � � beciduous trees � Q � s � PLA10-03 pLA10-16 � � � U � � �1" 20 �opulus 1�remuloides Quakmq Aspen 3" cal� k As en 2,5" � p1� 10 �op�lus 1�remuloides Qua inq p •z �verqreen �rees � . cal, sH�ur s � " �laqs�ne � � � AA - Amelancl�ier amifolia Serviceberr�{ 7'clump t-T1 AC� � Acer qlabrum �, M, Maple 5 qal, Groundcover ' ��"� � � rA - r acu�ifol ia �ekm co�oneas-�er � clum � THIN BRANCHES BY t/ NG NORMAL v/ \ Co�,Oneas�e � � � RUBBER HOSE AT BARK PLANT SHAPE � � � GUY WIRES 3. WHRE FLAG ON E4CH TO INCRE4SE �� Cornus sericea Col o, �ed�wiq boqwood � �al� perennials /// � � VISIBIUTY AVOID TIGHT GUY WIRES AS THEY K ' p��'�j�Ila I�, bI Ikes' �� b�Jkes �o�,entilla � �aI� / � O PREVENT NATURAL SWAY BARK MULCH 80mm (3") MIN �1`� "I "i TURNBUCKLE (3), GALVANIZED OR DIP-PAINTED �j Q CORNER OF ROOT SYSTEM TO BE AT LINE .--CREATE SAUCER WITH TOPSOIL 150mm (B') MIN � � pibes alpinum Alpine Curren� / qal� I,, � OF ORIGINAL GR4DE �%�f����' �������� ROPES AT TOP OF BALL SHALL BE CUT REMOVE SrII^U�S MULCH PINE BARK OR W000 CHIPS 75mm (3°) MIN TOP 1/3 OF BURLAP NON-BIODEGRADABLE FIRMLY FORMED SAUCER (USE TOPSOIL) MATERIAL SHALL BE TOTALLY REMOVED �u - �ibes aureum Alpine curren� �{ellow � qal� ������� ���� ANGLE OF REPOSE VARIES WITH STEEPNESS GENTLY COMPACTED TOPSOIL MIXTURE � , �OF SLOPE AND SOIL NPE � r 1 TAMPED ADMIXfURE BACKFILL �W �osa woodsii Na�ive rose 5 qal� V . WOOD STAKES (3) ROPES AT TOP OF BALL SHALL BE CUT REMOVE TOP 7/3 OF BURLAP NON-BIODEGR4DABLE MATERIAL �' SHALL BE TOTALLY REMOVED pN � I\��Ja 'Hansa" Nansa shrub rose � qal i � � PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT � SEffLJNG � � � � S�N Sal ix purpurea bwarf arc�ic willow 5 qal, � � � L SA � 5�mphoricarpos albus Mourr�ain snowberr� 5 qal, W � , SHRUB PLANTING - BALL AND BURLA' � o � DECIDUOUS TREE PLANTING ON SLOPE - HE4VY DUTY PLA20-02 � � PL410-04 � a ����NNIAI�S �' o � � • � � AM � Achillea ' Moonshine' Moonshine Yarrow I qal� � � � �: AC � Aquileqia caerulea �o�k� M�,, Columbine I qal� � � � COATED(METAL EDG NGSAN�DESTAKES AC5 - Arab�s caucasica Whi�e Alpine �ockcress 2 I/ q�ll p� . - o � � �-AS PER MANUFACTURER'S SPECS � ' A�uqa rep�ans Carpet (3u�le, Green 2 �� ��� p0�� � � RUBBER HOSE AT BARK • a ' � GUY WIRES (3), WHITE FLAG ON EACH TO INCREASE 150mm �6��) DENSE AGGREGATE CM - Chr�santhemum max Alaska S�laS�a I�a15L{ I qa l� � VISIBILJTY AVOID TIGHT GUY WIRES AS THEY BASE, EXTEND 150mm �F)�� 1 � PREVENT NATURAL SWAY �']p � TURNBUCKLE (3), GALVANIZED OR DIP-PAINTED � SET TREE AT ORIGINAL GRADE V I nelphinium X �ac, G�ar►� �arkspur liqh� blue I qal� T � �� MULCH PINE BARK OR WOOD CHIPS 75mm (3'7 MIN PREPARED SUBGRADE {�{� � I I I I I I rn � SOIL SAUCER USE PREPARED TOPSOIL 150mm (6") MIN �/r � l.arkspur '131ack Kniqhtl I �ial� v `��+ � •----WOOD STAKES (3) O ,,,,,,,,� ,,,, bb - niant,hus del�oide5 Zinq rose I �al, ROPES AT TOP OF BALL SHALL BE CUT REMOVE TOP t/3 OF BURLAP NON-BIODEGR4DABLE MATERIAL SHALL BE TOTALLY REMOVED AGGREGATE PAVING WITH METAL EDGE ' � b5 bicentra spectabilis 131eedinq Heart I qal� PREPARED ADMIXNRE BACKFlLL OR NATIVE SOIL TAMPED ADMIXiURE BACKFILL MEDIUM DUTY EDG06-03 � �p �chinacea purpurea �'urple Coneflower qa � GO � Gal ium or�era�um 5wee� Woodruff 2 I/ �" po�� ^ DECIDUOUS TREE PLANTING - MEDIUM DUTI' � GjJ - �ieranium 'Johnsons C31ue' Cransbill �31ue � Gja�� PLA10-O6 NV � Nemerocall i5 'I�ed Ma�ic' na�l ill� �ed I qal� 15 � Iris siberica Siberian Iris I qal, �-PERENNIAL PLANTING BED �5 - �ia�rus spicata'Kobold' Kobold Ga�fea�her I �al� � '—S°D �pp - �inum erene 131ue �lax I qal, � p � i,...-,,-,...,:.��� �� - �upinus '�ussell N�brid5' �upine Mixed I qal� � CROWN OF ROOT BALL SHALL BEAR SAME RELATION `fs'�,,.;.+�i� ,�" � 1 ^ r-��-�-,r �A �apaver nudicaule Icelan�ic �oppies qa , (OR SIIGHTLY ABOVE) TO FlNISHED GRADE AS IT v \ BORE TO PREVIOUS GRADE COMPACTED SUBGRADE PINE BARK MULCH 75mm (3") MIN �� - �enstemon ea�onii �irecracker �ens�emon I �ial� � �� V N` CREATE SOIL SAUCER WITH TOPSOIL 150mm (6') MIN �%�i%/, ��ii%%i ��i � l� FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP I\I �udbeckia ful� I Golds�rum' 131ack-��{ed Susan I qal� � �F NON-BIODEGRADABLE WRAP IS USED REMOVE TOTALLY ' v PREPARED SOIL BACKFILL - emorosa �131ue Queen� [31ue 5al via l al� � � � S - PREPARED ADMIXTURE BACKFILL OR NATNE SOIL - - SN 5alvia n � � � � �O , > 5A � 5edum acre ever�reen 5tonecrop Goldenmoss I qal� � � � �o � � STEEL EDGE� 1/B' x 4' � � � O � z � �� O � \ n STEEL EDGE DETAIL RYERSON STEEL 5AJ 5edum AU�umn Jo� 5tonecrop /�utumn Jo�{ I qal� � � �� � � CONIFEROUS TREE PLANTiNG - MEDIUM DUTf WITH 12' STAKES EVERY - fl � UQ � � PLA10-09 30, � � � � Q� � � � � � � �� � � � i I.ANbSCAp� pI.AN , � , � , _ 4 � Segerberg Mayhew & Associates Architects P.0 -A.I.A. � I I � � � I I � ARCHITECTURE, . PLANNING, INTERIORS I I I Main Office: Vail, CO - ]000 S Frontage Rd W, #300 , I I I I Va►l, CO 81657 Tel 970 476 4433 Fax 970 476 4608 ' I I I �� � Denver Office 1617 Wazee Street, Suite C2 ��; ' Denver, CO 80202 _ _ _ _ — - — � - — — - — — I Tel 303 623 3355 '� _ u1ATER Fax 303 623.2262 I NEATER � _ — — — — - info@smarchs com www smarchs com I I UJINE ROOM MECNANIC�4L ��/ � O W W I ►-a - A�4rIr+ — — - — - — p�11C � 1-� � � _ �� � � � I ° i - --I - - O =1 - - - - - - - - - - - - `� � � � I �� LT O O � �o � — - - - - — - - - - - - � _ _ — — KITCNEN � — - — — — - n � O � BATNROOM �1 � I I � I I �J.� O � I � � � O I I � � � 2 I I I — . — - - - — — — � --� — - - - - - � � � — — - — — � � _, I I I � \ �- - - - — _ — — ,. 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