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' � S Y M B 0 L S ODELL ARCHITECTS, P.C. UNIT SUMMARY CONTACTS SHEET INDEX ARCHITECTUR6PLANNINCINTERIOR9 3Z065 Castle Comt,Sute 150, Evergreen,Cdarado 80439 Tdephone 3036705980 Faaimle 3036101162 Cop�nght Th�s document�s an mstmment of sernces,and as such remans 1he properiy of the kchded Permisswn fa use af 1hrs daument a fmited and cm he extmded anly by agreement with OdeJl Archdals,PC n� DRAWING TITLE �, To co�cRE� . . GENERAL STRUCTURAL � , scn�. ,•=r-o' EL 100'-0' ELEVATION �,IARK BLDG. A 14 STUDIO UNITS 18 UNITS TOTAL Owner Mechanical, Electncal, and A0.0 COVER SHEET S1.01 DESCRIPTION AND GENERAL NOTES 1 - 2 BEDROOM UNIT (MANAGER'S UNIT) Coughlin and Company Plumbing Engineers A0.1 DATA SHEET S1.02 GENERAL NOTES, LEGEND, SHEET LIST NORTH DIRECTION MARK O WINDOW TYPE SYtiIBOL 3 - 3 BEDROOM UNITS 140 E 19th A�e., Suite 700 Beaudin Ganze Consulting Engineers, A0.2 CODE ANALYSIS S1.11 LOAD KEY : BUILDING A, B AND CHILDREN'S LEARNING �""�� Inc. A0.3 CODE ANALYSIS GARDEN APPROX. TOTAL UNIT FOOTAGE = 9,735 S.F. Ph: 303-863-1900 A0.4 CODE ANALYSIS S1.12 LOAD KEY : BUILDING C LEVEL P3 TO FIRST FLOOR 4 ADA UNITS 14142 Denver West Parkway #195 A0.5 CODE ANALYSIS � � GOI;GHI.IN 8L COMPA'.VY INC. 4 Faz: 303-9863-7100 S1.13 LOAD KEY : BUILDING C (SECOND FLOOR TO ROOF) x ELEVATION NUMBER 3 A� � - Golden, CO 80401 A0.6 CODE ANALYSIS S1.31 TYPICAL MASONRY DETAILS z.x SHEET NUMBER 10� INTERIOR ELEVA�ION MARK BLDG. B 22 STUDIO UNITS 22 UNITS TOTAL Executive �ce President - Michael Coughlin Ph: 303.278.3820 A1.0 SITE DEMOLITION/TREE REMOVAL S1.41 TYPICAL CONCRETE DETAILS � Property Management - Denny Coughlin Fax. 303.278.3843 A1.1 ARCHITECTURAL SITE DEVELOPMENT PLAN S142 TYPICAL CONCRETE DETAILS BUILDING ELEVATION MARK 2 APPROX. TOTAL UNIT FOOTAGE = 8,11 S NET S.F. , , , A1.2 SITE DETAILS Mechanical/Plumbing: Doug Deppe S1.61 TYPICAL WOOD DETAILS 8 ANSI TYPE 'B' ACCESIBLE UNITS Town of Vail Housing Authority Electrical• Patrick Burns A13 SITE DETAILS S1.62 TYPICAL WOOD DETAILS X z DRAWING NU�►BER Depatment of Community Development S2.1(A) BUILDING A PLANS : FIRST, SECOND, AND THIRD FLOOR zz zx SHEET NU�BER 75 Front Road CIVIL S2.2(A) BUILDING A PLANS : FOURTH FLOOR AND ROOF � O DOOR MARK �a�� p,�� General Contractor S2.3(B) BUILDING B PLANS : FIRST AND THIRD FLOOR � , CO 0 CIVIL COVER SHEET S2.4(8) BUILDING B PLANS : THIRD FLOOR AND ROOF ° � BUILDING SECTION MARK BLDG. � Ph. 970-479-2144 Shaw Construction C1.1 EXISTING CONDITIONS 9 - STUDIO UNITS 102 UNITS TOTAL Fax 970-479-2452 ' S2.5 C BUILDING C PLAN : LEVEL P3 � 29 - 1 BEDROOM UNITS 760 Horizan Dri�e C21 SITE PLAN PT. 1 � ) z DRAWING NU�IBER Contact: Nina Timm C2.2 SITE PLAN PT. 2 S2.6(C) BUILDING C PLAN : LEVEL P2 � z.z SHEET NUMBER 23 - 2 BEDROOM UNITS Grand Junction� CO 81506 CMU INFILL 41- 3 BEDROOM UNITS , ph; 970-Y4y-9236 C3.1 HORIZ. CONTROL PLAN S2.7(C) BUILDING C PLAN : LEVEL P1 FRAMING PLAN O WALL SEC110N MARK Architect f� 97�241_��g C4.1 GRADING PLAN PT. 1 S2.8(C) BUILDING C PLAN : FIRST FLOOR (PLAZA LEVEL) APPROX. TOTAL UNIT FOOTAGE = 72,167 SF Odell Architects, P.C. C4.2 GRADING PLAN PT. 2 S2.9(C) BUILDING C PLAN : SECOND FLOOR - ALL UNITS ANSI TYPE '8� ACCESSIBLE Project Manager - Eric Marquei C5.1 FOUNDATION DRAIN PLAN S2.10(C) BUILDING C PLAN : THIRD FLOOR X DRAWING NU�IBER BRICK INFILL 32065 Castle Court, Suite 150 C6.1 EROSION CONTROL PLAN S2.11(C) BUILDING C PLAN : FOURTN FLOOR UNIT SQUARE FOOTAGE C7.1 SEWER PLAN AND PROFILE S2.12(C) BUILDING C PLAN : FIFTH FLOOR � z.z SHEET NU�IBER Evergreen, CO 80439 DETAIL I�ARK Ph. 303-670-5980 C81 WATER PLAN AND PROFILE S2.13(C) BUILDING C PLAN � ROOF �� Fax• 303-670-7162 • • C9.1 SHALLOW UTILITY PLAN � 142 UNITS Fire Protection Contractor C10.1 GRADING AND DRAINAGE DETAILS ��.14�t� (,I11LUntN�J LtAKNIN� �AKUtN NLANS : flK�l hLK, - Otis Odell, Directing Principal All State Fire Protection, Inc. C10.2 GRADING AND DRAINAGE DETAILS SECOND FLR, AND ROOF 4 APPROX TOTAL UNIT SQUARE FOOTAGE = 90,192 SF Lee Mason, Project Architect C10.3 UTILITY DETAILS S4.11(A) BUILDING A ELEVATIONS � � � i LAUNDRY AND MAIL FACILITIES IN BUILDING 'A' = 620 SF Eric Jones, Job Captain 6045 E. 76th Ave #12 � .� C10.4 UTILITY DETAILS S5.11 A BUILDING A SECTIONS AND DETAILS ....� O � � _ , , , Commerce City, CO 80022 � � � � •� � LAUNDRY FACILITIES IN BUILDING C 650 SF � S5.12 A BUILDING A SECTIONS AND DETAILS .--� A B B R E V I A T I 0 N S Civil Engineer Ph: 303 288.3901 � � � � � GRFA = 91,462 SF LANDSCAPE S5 31(8) BUILDING C SECTIONS AND DETAILS +"' � _-' Peak Land Consultants, Inc. FaX: 303.2ss.1936 Q � � o Chris Gibler S5.32(B) BUILDING C SECTIONS AND DETAILS �}� � � PARKING CALCULATION 1000 Lians R'idge Loop L01 LANDSCAPE PLAN S5.33(B) BUILDING C SEC110NS AND DETAILS � .� � A F.F Above Fimsh Floor GA Gauge RE Refer to �a�, (�,, 81657 , , , L02 LANDSCAPE PLAN S5.51 C BUILDING C SECTIONS AND DETAILS � � � ( ) O � ARCH. Architectural ��. General Contractor REQ�o Reqwred Fire Protection Engineer/Code �03 LANDSCAPE PLAN � Ph• 970-476-8644 S5.52 C BUILDING C SECTIONS AND DETAILS � '"' � •--' GALV Galvanized R o. Rou h 0 enin 45 STUDIOS X 1.5 SPACES = 67.5 � � � BLDG Bwldmg 9 P 9 � � BRG Beanng 29 - 1 BEDROOMS X 1.5 SPACES - 43.5 Fax: 303-476-8616 Consultant S5 53�C} BUILDING C SECTIONS AND DETAILS � � '' srn.eo. Gypsum Board s F square Feet - Engineer - Mark Tarrall ARCHITECTURAL S5.54 C BUILDING C SECTIONS AND DETAILS � C I P Cast in Place H B Hose bib SI�I. Simlar 24 - 2 BEDROOMS X 2 SPACES = 48 BFPE � � A C�. Control doint HCP. Handcapped 44- 3 BEDROOMS X 2 SPACES =88 S5.55(C) BUILDING C SECTIONS AND DETAILS � CLG Ceamg H C Hollow Core SPEC. Specifications , Perry Matthews � � ��u. Conaete I�asonry Unit H� Hollow �letal SS Stainless Steel 142 UNITS 247 PARKING SPACES Structural En meer A2.lA FIRST AND SECOND FLOOR PLANS BUILDING A S5.56(C� BUILDING C SECTIONS AND DETAILS CONC. Conaete HT. Height 9 303-426-0342 A2.2A THIRD FLOOR AND ROOF PLANS BUILDING �A' S5.57�C� BUILDING C SECTIONS AND DETAILS � CONT. Continuous sTD. Standard KL&A of California 303-429-2412 (personal #) A2 3B FIRST AND SECOND FLOOR PLANS BUILDING 'B' S5.71 E CHILDREN�S GARDEN LEARNING SECTIONS AND DETAILS � CPT. Carpet INSUL Insulation/Insulatng STR Structural 303-429-9205 Faz � � ` � � C.T Ceramic Tile 5Y�1 Symmetncal 3350 Scott Baulevard, Suite 21 � � A2.4B THIRD FLOOR & ROOF PLANS BUILDING B S6.1 PROJECT WIDE FOUNDATION DETAILS DN Down JT Jomt T Tread �t� q��' � DWG. Drawing �. �_6�� 9� A2.5C LEVEL P3 FLOOR PLAN BUILDING 'C� EXT. Existmg MAX. �laximum Lo B Top of Beam • A2.6C LEVEL P2 FLOOR PLAN BUILDING �C� EA Each �IECH �lechanical LO C Top of Concrete Fax 408-654�0576 A2.7C LEVEL Pl FLOOR PLAN BUILDING 'C' MECHANICAL EJ. Expanswn doint MFR �lanutacturer LO,W Top of Wall Principol: Greg Luth A2.8C PLAZA LEVEL FLOOR PLAN BUILDING �C' � ELEC. Electrical �I 0 I�asonry Openmg TYp Typical Structural Engmeer: Chris Hakes �� E�. E�evation u N o Unless Noted Otherw�se A2.9C 2ND LEVEL FLOOR PLAN BUILDING 'C' M1.0 MECHANICAL SCHEDULES AND GENERAL NOTES � Eq Equal N�� Not in �ontract V.C.T Ynyi Composition Tile A2.1 OC 3RD LEVEL FLOOR PLAN BUILDING �C' M3.1 BUILDING A LEVEL 1 MECHANICAL PLAN FD Floor Drain N.T.S Not to Scde W w� � � M3.2 BUILDING A LEVEL 2 MECHANICAL PLAN FEC Fire Extmguisher Cabinet o•C. on Center yy��p Vlrthout A211C 4T}i LEVEL FLOOR PLAN BUILDING �C� M3.3 BUILDING A LEVEL 3 MECHANICAL PLAN � . FlR Ftoor yy,�, Water C�oset A2.12C 5TH LEVEL FLOOR PLAN BUILDING C • �� FNDN. Foundation o H. Opposite Hand yyp Wood A2.13C ROOF PLAN BUILDING �C' M3.4 BUILDING B LEVEL 1 MECHANICAL PLAN F.O.B. Face of Building oPP. Opposite , , M3.5 BUILDING B LEVEL 2 MECHANICAL PLAN A214E 1ST FLOOR PLAN BUILDING E - , '� FAC Face of Concrete PT. Pamt Angle M3.6 BUILDING B LEVEL 3 MECHANICAL PLAN A2.15E 2ND FLOOR AND ROOF PLANS BUILDING E M3.7 BUILDING C LEVEL P3 MECHANICAL PLAN F 0 F Face of Foundation recas � At ' ' FTG. Footmg R Riser �- Centerime M3.8 BUILDING C LEVEL P2 MECHANICAL PLAN . ' FoM Face of �asonry RBR Rubber DIA oiameter A3.1 UNIT PLANS M3.9 BUILDING C LEVEL Pl MECHANICAL PLAN Fos Face of Stud No te: Mec hanica l, P lum bing an d E lec trica l Drawings have been A3.2 UNIT PLANS M3.10 BUILDING C LEVEL 1 MECHANICAL PLAN A3.3 UNIT PLANS AND ENLARGED FLOOR PLANS M3.11 BUILDING C LEVEL 2 MECHANICAL PLAN ' prepared under a design / build contract with the General M3.12 BUILDING C LEVEL 3 MECHANICAL PLAN DRAWN BY: B�v Contractor. Odell Architects has endeavored to coordinate the A41A EXTERIOR ELEVATIONS - BUILDING 'A' M3.13 BUILDING C LEVEL 4 MECHANICAL PLAN L A N D U S E S U M M A R Y • • • • • . . A4.2A EXTERIOR ELEVATIONS - BUILDING 'A' M3.14 BUILDING C LEVEL 5 MECHANICAL PLAN CHECKED BY PARKING SUMMARY Mechanical, Plumbing and Electrical information contained herein, A4.3B EXTERIOR ELEVATIONS - BUILDING 'B' M3.15 EARLY LEARNING CENTER LEVEL 1 MECHANICAL PLAN � however has not contracted to complete the work. A4.4C EXTERIOR ELEVAIIONS - BUILDING 'C' M3.16 EARLY LEARNING CENTER LEVEL 2 MECHANICAL PLAN REVISIONS. �� A4.5C EXTERIOR ELEVATIONS�SECTIONS - BUILDING 'C' M4.0 MECHANICAL SCHEDULES AND GENERAL NOTES No Descnption Date � A4 6C EXTERIOR ELEVAIIONS/SECTIONS - BUILDING 'C' M4.1 MECHANICAL DIAGRAMS A4.7C EXTERIOR ELEVATIONS/SECTIONS - BUILDING 'C' M4.2 WASTE & VENT ISOMETRICS � TOTAL LOT AREA = 6.673A = Z9O,676 SQ. FT = 100� SURFACE SPACES(HOUSING) 36 SPACES (2 ACCESSIBLE) A4.8C EXTERIOR ELEVATIONS/SECTIONS - BUILDING 'C' M4.3 WASTE & VENT ISOMETRICS Q , , M4.4 DOMESTIC WATER RISER DIAGRAMS � A4 9C EXTERIOR ELEVATIONS/SECTIONS - BUILDING C M4.5 DOMESTIC WATER RISER DIAGRAMS 0 A4.10E EXTERIOR ELEVATIONS - BUILDING 'E' M4.6 DOMESTIC WATER RISER DIAGRAMS � BUILDING COVERAGE COVERED SPACES(GARAGE) STANDARD COMPACT ACCESSIBLE 0 - A5.1A BUILDING 'A' SECTIONS �^ 130 77 4 A5.2A BUILDING 'A' SECTIONS � RESIDENTIAL BUILDINGS = 46,650 SF � � ELECTRICAL '� TRASH/RECYCLING(STANDALONE) = 424 SF A5.36 BUILDING B SECTIONS SUB-TOTAL COVERED SPACES = 209 A5.4B BUILDING 'B' SECTIONS E1.1 ELECTRICAL COVER SUB-TOTAL RESIDENTIAL BUILDING COVERAGE = 47,074 SF A5.5C BUILDING 'C SECTIONS E1.2 ELECTRICAL SCHEDULES ISSUE RECORD SUB-TOTAL PARKING(HOUSING) = 247 A5.6C BUILDING 'C' SECTIONS COVERED SPACES - 84% , , E1.3 ELECTRICAL SCHEDULES No. Descnption Date EARLY LEARNING CENTER COVERAGE = 3,952 SF - A5.7C BUILDING C SECTIONS E2.1 ELECTRICAL SITE PLAN SURFACE SPACES FOR EARLY LEARNING CENTER = 22 A5.8C BUILDING 'C' SECTIONS E�.1 BLDG. A LEVEL 1 ELECT. PLAN A5.9C BUILDING 'C' SECTIONS E3.2 BLDG. A LEVEL 2 ELECT. PLAN 1 COORD SET. �� z3, zoo3 TQTAL BUILDING COUERACE - 51,026 SF - 17.5 � 1 UtJlb'N KtVItW SUdMII IAL reb lu, luus ` TOTAL PARKING ON SITE = 269 SPACES A5.10C BUILDING 'C' SECTIONS E3.3 BLDG. A LEVEL 3 ELECT. PLAN PARKING AND DRIVES = 48,253 SF = 16.7 % , , TOTAL TANDEM PARKING SPACES = 140 A5.11C BUILDING C SECTIONS E3.4 BLDG. A ROOF ELECT. PLAN 3 DESIGN REVIEW SUBMITfAL Mar. 24, zoo3 ' LANDSCAPED AREA = 98,873 SF = 34.0% A512C BUILDING 'C' SECTIONS E3.5 BLDG. B LEVEL 1 ELECT. PLAN 4 PRICING SET April 03, 2003 NATURAL AREA - 92524 SF - 31.8% A5.13C BUILDING 'C' SECTIONS E3.6 BLDG. B LEVEL 2 ELECT. PLAN 5 PER�IIT SET dune 10, 2003 OPEN SPACE = 191,397 SF = 65.8 % HOUSING FULL-SIZE SPACES (9 X 19 SURFACE OR 9 X 18 COVERED) = 167 A5.14C BUILDING 'C' SECTIONS E3.7 BLDG. B LEVEL 3 ELECT. PLAN COMPACT SIZED SPACES(8 X 16) = 77 A5.15C BUILDING 'C' SECTIONS E3.8 BLDG. B ROOF ELECT. PLAN . t ADA ACCESSIBLE SPACES - 4 A5.16E BUILDING 'E' SECTIONS E3.9 BLDG. C LEVEL P3 ELECT. PLAN - E3.10 BLDG C LEVEL P2 ELECT. PLAN TOTAL LOT AREA = 290,676 SF (1007) A7.1 INTERIOR ELEVATIONS E3.11 BLDG. C LEVEL P1 ELECT. PLAN SHEET CONTENTS• BUILDABLE AREA OUTSIDE 40� SLOPE = 199,200 SF TOTAL PARKING FOR HOUSING = 247 SPACES A7.2 INTERIOR ELEVATIONS E3.12 BLDG. C LEVEL 1 ELECT. PLAN DATA SHEET COMPACT SPACES = 31% A7.3 INTERIOR ELEVATIONS E313 BLDG C LEVEL 2 ELECT PLAN ` A7.4 INTERIOR ELEVATIONS E3.14 BLGD. C LEVEL 3 ELECT. PLAN GRFA = 91,462/199,200 = 45.9 % ` A7.5 INTERIOR ELEVATIONS E315 BLDG C LEVEL 4 ELECT. PLAN � GRFA = 91,462/290,676 = 31.5 � A7.6 INTERIOR ELEVATIONS E3.16 BLDG. C LEVEL 5 ELECT. PLAN � 142 UNITS / 6.673 ACRES = 21.28 DU/ACRES EARLY LEARNING CENTER FULL-SIZE SPACES = 17 A7.7 INTERIOR ELEVATIONS E3.17 BLDG. C ROOF ELECT. PLAN 142 UNITS / 4.573 ACRES = 31.05 DU/ACRES , LIVE PARKING SPACES = 4 A8.1A REFLECTED CEILING PLANS - BLDG A E318 CHILDRENS GARDEN LEVEL 1 ELECTRICAL PLAN � E3.19 CHILDRENS GARDEN LEVEL 2 ELECT. PLAN 0 • "' A8.2B REFLECTED CEILING PLANS - BLDG. B � ,,, »» p �, ADA ACCESSIBLE SPACES = 1 E3.20 CHILDRENS GARDEN ROOF ELECT. PLAN '� .� . � COVERAGE AS A PERCENTAGE OF BUILDABLE AREA •• 9 A8 3C REFLECTED CEILING PLANS - BLDG.0 '�� TOTAL BUILDING COVERAGE = 51,026 SF = 25.6% A8.4C REFLECTED CEILING PLANS - BLDG. C E4.1 UNIT ELECT. PLANS �, �omz t o TOTAL PARKING FOR EARLY LEARNING CENTER = 22 SPACES E4 2 UNIT ELECT. PLANS �: Edward Odell � PARKING & DRIVES = 48,253 SF = 24.2� OPEN SPACE - 99,921 SF - 50.2 % A9.1 PARTITION TYPES E4.3 UNIT ELECT. PLANS = �•2os9 = - - A9.2 PARTITION TYPES E4.4 UNIT ELECT. PLANS %�, ,,:�,�� A9.3 WINDOW SCHEDULE/WINDOW TYPES E4.5 UNIT ELECT. PLANS F sFO•�PR��`� , �I -� A9.4 DOOR SCHEDULE E5.1 ELECTRICAL DIAGRAMS !n.�,, A9.5 DOOR SCHEDULE/DOOR TYPES E5 2 ELECT DETAILS �N � A9.6 ROOM FINISH SCHEDULE A9.7 DETAILS A9 8 DETAILS PROJECT N0: 02�0 • A9 9 DETAILS DATE dune 10, 2003 � A9.10 DETAILS ' _� A911 DETAILS DRAWING NO• ` . A912 DETAILS • ; � � - - -� / � � � � , . , ' w y ' �� ` � � - - - - - -- ---- - �� , ' � 1 � � ., � C � DE REVIEW CODE REVIEW � ' Building `A' SECTIDN Exit widths: ODELL ARCHITECTS, P.C. Community Raom and Exterior eart doors Three (3)feet Table 10-B, ARCHITECTUR6 PLANNING INTERIOR9 1. Occupancy Classification: Chapter 3 Laundry {Type A-3 wide by s�x feet e�ght mches (6'8") Sections 1004 3 3 2 Princ�pal Occupancy R-1 OGCUpatlCy} tall , 1003 3 1 3 32065 Castle Court,s�te iso, EKrgreen,Cdorodo 80439 Tde�han� 30J6705980 Faaimle 3076101162 Leasin Office T e A-3 E�enor exit doors Three /3l feet Table 10-B c��9nt Ths document x an nstmment of sernces,and as such remains Otll@f5 A-3 S-2 Table 3-A g � yp ` J ' ihe propaty of the Archdect Pertmssmn fa use of 1hrs daument R rmited ' occupancy) wide by six feet eight inches (6'g") Sections 1004 3 3.2, and cm 6e atended onlybyagreement with Oddl Arrhdecls,PG tall 1003 3 1 3 2. �ccupancy Separation Required 5torage Area (Type S-2 Extenor exrt doors Three (3}feet Table 1�-B, Occupancy to Occupancy -} Hours Table 3-B occupancy) wide by six feet eight inches (6'8"} Sections 1�D4 3 3 2, tall 1003 3 1 3 R-1 to A-3 � �ne(1)-hour Table 3-B Living Units {Type R-1 Stairway Width=36 inches Table 10-B, Section R-1 to S-2 � One(1)-hour Table 3-B occupancy} mimmum 1003 3 3 2, - [42 x 0 3 = 12 6 inches] 3. Construction Type: �w t ? Type V 1-hour Passage��vay Width=36 mches Table 10-B, Section mimmum 1005 3 4 2 � COI;GHLIN BL.COMPA�IY INC. [42x02 = 84inches] 4. Maximum Allowable Basic Floor Area: 10,500sq ft. Table 5-B Maximum Allowable Travel distance to If ad�acent to �pen area on two sides• Sect�on 5�5 1 1 Exit: If adjacent to open area on three sides Section 505 1.2 R-1 occupanc�es 150 feet for refrigeration Sections If ad�acent to open area on all sides Section 505 1 3 machmery rooms 1004 2 5 2 1, 200 feet for all ot�ier areas 1007 7 2 2 If over one story 10,500 sq ft Section 504 2 A-3 occupancies 200 feet Sechon1007.7 2 2 If Spr�nkled Section 505 3 W�th Sprinklers: � Total Allowable Area: 21,000 sq ft. R-1 occupancies' 250 feet Sect�on Building Area. 1007 7 2 2 2� � o � Area of living units (R-1 12,332 gross sq ft A-3 occupanc�es 250 feet Section 1004 2 5 2 2 V1 occupancy} � h Area of community center(A-3 988 g,ross sq ft occupancy} E�cit Doors: O Area of StoragP Units and Trash 1,069 gross sq_ft Enclosure (S-2 occupancy) Minimum Width Allowed: 32 inches clear Section lOD3 3 13 Total Bwlding Area: 14,389 gross sq_ft Maximum Leaf Width Allowed Four(4)feet Section 1d03 3 1 4 Width Required for No of Occupants 5. Maximum Allowable Height: Chapter 5 Community Room (Type A-3 36 inches Table 10-B, Feet F�y(SQ)ft Table 5-B Occupancy) Sect�on 1003 3 1 3, � Stor�es Three(3} Section 5�6 Leasing Office (Type A-3 Occupancy} 3b mches Table 10-B, �� Section 1003 3 1 3, Storage Areas (Type S-2 Occupancy} 36 mches Table 10-B, �� Building Height: Sect�on 1003 3 13, - Feet Approximately Forty-eight(4S)feet Living Units (Type R-1 Occupancy} 3b mches Table 10-B, � Section 1003 3 13 � C� "� � to top of tower ...� � � Stones: Ttu�ee(3) � QI � � � Exit Comdors O � .--� � Minimum Allowable W�dth 36 inches mimmum Table 10-B, � 6. Fire Resistance of Exterior Walls-(see flccupancy Type and Construction Type) Sect�on 1004.3 3 2 [ ■ , N � � For Type A-3 and R-1 Occupancies Corridor Wall Fire Resistance Required One(1)hour Sect�on 1405.3 4 3 T� � �+ � Bearing �ne(1}Hour Tables 5-A,6-A Door Assembly Fire Resistance One(1)hour Sect�on 1405 3 4 4 � ¢+ �� Non-Beanng One(1)Hour Tables 5-A,6-A Required � � �--� � ~ � •C� N 7. �penings in Exterior Walls �see Oecupancy Type and Construction Type) 14. Exit Stairs � O � R-1 Occupancy, Type V 1 hour Not perm�tted less than five(5)feet Table 5-A M�nimum W�dth 36 ix►ches minunum Section 1Q03 3 3 2 A � construction Unprotected openmgs pernutted -for Oecupant Load of -less than 50 � A-3 Occupancy, Type V-1 hour Not permrtted less than fi�e(5)feet Table 5-A Max�mum R�ser Allowed Seven(7)inches Section 1003 3 3 3 � Construct�on Protected less than ten{10)feet M�n�mum Tread Allowed Eleven(11)uiches Section 1�03 3 3 3 Unprotected openmgs pernutted Landings: � S-2 Occupancy, Type V-1 hour Not permytted less than five(5)feet Table 5-A Minimum Size required 36 mches by 72 mches -min Section 1003 3 3 5 �� Construct�on Protected less than ten(10)feet � � � f � Unprotected openuigs pernutted Maximum Vertical Distance between Landings Twelve(12}Feet Section 1b03 3 3 5 SEE ROOF PLAN, SHEET A2.2A FOR ATT1C DRAFT STOP � s. Windows required in Rooms: LOCATIONS AT BUILDING A. Window Area required, R-1 10 sq ft mmirnum, 10%of floor Sechons 3 10 4, occupancy areaindwelhngumts 12432 "W� ' � �F� �� #� _� �� , x � � SEE FLOOR PLAN SHEETS FOR FIRE EXTINGUISHER � Five-pomt-seven(5 7)sq ft ui Slee m areas � � �``"��"��``� `��F�'`�" � CABINET LOCATIONS. �� „� .�...-�,�..-�..,-�.,--�.,,�.�..--4.,�� A-3 occupancy 10%of floor area, or artificially ? Section 1202 1 �,.�.-� � � �� l�ghted .,.----° � �� ' s�.� sn�� s:ca� saax� rn,a� s�.� �c saas� sr� sn�, S-2 occupancy 10%offloor area, or artificially ? Sect�on 1202.1 � � � � ,�w� �- � �,:� � � �� SEE ELECTRICAL DRAWINGS FOR FIRE ALARM SYSTEM � _ 9 Minimum eeilin hei ht in rooms: Sev feet-zero�nches T-0" at . Sect�on 310 6 1 �� l� � � � �~ , 9 9 ( ) �� -� ��, , '� lcitchens,halls,bathrooms &,toilet � � �,�.� ' compartments. -- �_�,,,,��, .�- � - t � Seven feet-six mches (7'-6"}at all �� *� � other habitable spaoe � .� �� 1 � ��..�:.�..�'�W� � �H H � � � .. � - � � � � � � � � � � " � 10. Minimum floor area in rooms: Seventy(70}sq ft (not less than?' Seet�on 31a 6 2 �� r in any dunension) � „� �� r �-HR��-H�t�I-�I f�-Hit 1-HR�i•HR� . � 11. Fire Resistive Hours i w � Requirements: .�-- DRAWN BY: , Exterior Beanng Walls one(1) Hour Tables 5-A, 6-A � NOTE: ALL EXTERIOR EXIT BALCONIES CHECKED BY Interior Beanng Walls One(1) Hour Table 6-A � ARE CONSTRUCTED WITH HEAVY TI�IBER Exterior Non-bearing One(1) Hour Tables 5-A, 6-A �� Walls ~ Structural Frame One(1) Hour Table 6-A Permanent Partitions One(1) Hour Table 6-A � � No Description Date Vertical Openings. One(1) Hou� Table 6-A 3 BUILDING A — LEVEL THREE PLAN Floors One(1) Hour Table 6-A A0.2 SCALE t"=16'-0' � 0 Roofs One(1) Hour Table 6-A Exteriorpoors Unprotected Hours � ,- - - - - - - - - - - - - - - - - - - - - � � Roof Covenngs Type B roof Hours Table 15-A � i ' � � — — — — — — — — — — — — I 0 12. Stairway Constructian: � � � � �_ Interror Any permissible material Section 606 4 2 � � � ' � � � � — — — — — — — — — — — 0 Exterior 2x nominal wood or Section 606 4 3 � � � ' � � ,,. non-combustible ��,�.-- 1� � •3 -T '�ii�-F<$IF'I mater�als �� ` � � ,� � r ��. � �� p ' ISSUE RECORD �" �. p � � 13. Exits �°�� ' ,�" ,� �ccu anc Load Basis s uare feet er occu ant Table 10-A � e w _ `� �� '�� '~� p y { q p p } ��-.-- �� t� � � . . `` � - � No. Descnption Date The following floor areas were used to calculate number of e i� t-H � - � � - �I H - � occupants _ �� _,,.,.- 1 COORD SET Jan. 23, 2003 Community Room and Laundry Occupant Load=38 Table 10-A � �,. ,�,,;�.�° - {Type A-3 Occupancy) �564 sq i� I 15� �.="'�� -HR • R7 •HR��1�•HR� -�fiR� •HR . One e�t re uired 2 DC310N RCYICW 3UDMITfAL r�� o, zooa q �,�,.�-- �� . 3 DESIGN REVIEW SUBMITTAL Mar. 24, Z003 " Leas�ng Office (Type A-3 Occupant Load=5 Table 10-A � ,�� 4 PRICING SET Apnl 03, 2003 OCCUpanCy) [425 sq ft/ 100] �`�""`� ° � 5 PERI�IT SET June 1D, 2003 �ne extt requ�red � �' First Floor Living Units (Type R- Occupant Load= 15 Table lo-A � �� 1 Occupancy) [5 umts -2816 sq ft/200] Two exits requ�red SHEET CONTENis. Second Floor,Studio Living Units Occupantload= 13 Table �o-� z BUILDING 'A' — LEVEL TWO PLAN CODE DATA SHEET and Manager s Unit (Type R-1 [5 un�ts -2457 sq ft/200] Occu pa ncy} Two exrts required AO 2 SCALE 1"=16'-0• .�..._ B U I LD I N G A Second Floor Three-Bedroom Occupant load=6 Table 10-A Living Unit (Type R-1 [1 ttnrt at 1167 sq ft 1200] Occupancy} One e�t required � �� — � � � � � ' � � � F C.. � Third Floor Studio A Living Urnts Occupant load= 8 Table 10-A � � ;I� ❑ � ..�,� � y :o � ' � . i��iO4j� : o (Type R-1 accupancy) [4 unrts- 1589 sq ft /240] — — — — — — — — — — — One exit reqlured � ��""�---�"� �� i� � .�-� -{ .�.�.:� � : lerome Two exrts required for third ,�� `� .�' � �w '�' � Edwatd �del I .' .� � floor access �� -� � �'' � �� i n-2U&9 � _ � --•�'"� .,,..--��-'�� n a a � � • �� k ac� o ara �aa /�; •'� Third Floor Studio B and C Occupant Load-6 Table 10-A, � � � I� � ,�, �� , F�IiS�O....RG�� 2 unrts- 1033 s ft I 2QQ Section 1�04 2 3 2 k Y�° �� , � ,,, P • u Living Units at Upper Grade [ q ] ,� Level �Type R-1 Occupancy) One exit reqtured 2 � R � ,� H� " �- ''� � � � � ,\` • � � � � � � � � � � � EGRESS LEGEND � � Third Floor Three-Bedroom Occupant Load=6 Table 10-A �,� � ��R� � Living Unit at Upper Grade Level [1 umt at 1167 sq ft/200] �� g • � � � (Type R-1 Occupancy) One exit requued � �``'° � � 1 HR WALL �1•HR�1-HR�1-HR� FROJECT N0. 0210 �� Third Floor Storage Area at Occupant Load=4 Table 10-A �=� �� r.---�~�~�E� � �� =�=—�-,.,..�� 2 HR WAIl �� DATE June 10, 2003 Upper Grade Level {Type S-2 [1o7osq ft/300] ' �� ; ��"' �� Y~`��""`�, � '�,� ��„w�„_..w.`'.-.-,, — �...,�_� 4 HR WALL �I�I�I�I� Occupancy) One e�t required �� -"'"��Y+�'~M~� ��°`'~�.`�-.,,,_ BUILDING EGRESS PATH � � � � � DRAWING NO.: , .,.��-�-�"°� ``�, � �� NOTE: OPEN STAIR CONSTRUCTION COMPUES WITH 2O00 IBC , BUILDING 'A' — LEVEL ONE PLAN ' `` � A0.2 SCALE 1°=16'-0' } � � _5 _ _� f , , . , , `� � � � � �' � � � CODE REVIEW � CODE REVIEW Buildirtg `B' SECTION Early Learning Center SECTION � ODELL ARCHITECTS, P.C. 1. Occupancy Classification: R-1 Chapter 3 1. Occupancy Class�fication: Chapter 3 ARCAITECTUR6 pLANN1NG INTSRIOR9 Pnnapal Occupancy R-1 Table 3-A Pnncipal Occupancy E-3 Table 3-A � 32065 �t e ou , e , �e reen, am o Tdephoo� 30J6705980 facsimBe 3036107162 �tr'IefS B Cop�nght Ths document�s an mstmment of sernces,ond as such remains 2. Occupancy Separation Required 2. Occupancy 5eparation Required ihe property of the kchdeci Permrssian fa use af lhis dowment rs Imited and cm he ezte�ed mly 6y agreement with Oddl Archdects,P G Oceupaney to Occupancy -3 Not Applicable Table 3-B Occupancy to Occupancy -} Haurs Table 3-B E-3 $ 1 3. Construction Type Type V 1-hour 3. Construction Type: Type V-N 4. Maximum Allowable Basic Fbor Area: 10,500sq ft Table 5-B 4. Maximum Allowable Basic Flo�r Area. 9,lOb sq ft Table 5-B If ad�acent to open area on two sides Sect�on 505 1_1 If ad�acent to open area on two sides Sect�on 505 1 1 If ad�acent to open area on three sides Section 505.1.2 If ad�acent to open area on three sides Sect�on 505 1 2 � COUGHLIN&COMPA'VY�NC. If ad�acent to open area on all sides Sect�on 505 1_3 If ad�acent to open area on all sides Sect�on 505 1 3 If over one story 10,500 sq ft Section 504 2 If over one story Section 504 2 If Spr�nkled Section 5Q5 3 If Sprinkled Section 505 3 Total Allowable Area: 21,400 sq ft Total Allowable Basic Floor Area: 9,1D0 sq ft Building Area: Area of Living Units: (R-1 9,578 Total Building Area: 4,851 gross sq f�. oCCUpanCy) First Floor Area(E-3 occupancy) 3983 gross sq fi � Total Building Area• 9,578 gross sq f� � Second Floor Area($ occupancy) 868 gross sq $ o � 5. Maximum Allowable Height: 5. Maximum Allowable Height: Sect�on 5�6 (� Feet Fifty(50)ft Seetion 506 Storles Three(3) Table 5-B Feet Forty(40)f� � Table 5-B Stones One{1) Building Height: O Feet Approximately Thirty-five(35}feet Build�ng Height: Appro�unately twenty-ttu�ee feet(23') Stor�es Three(3) 6. Fire Resistance of Exterior Walls-(see �ccupancy Type and Construction Type) 6. Fire Resistance of Exterior Walls -(see Occupancy Type and Construction Type) For Type R-1 Occupanc�es Beanng Two(2)hour non-combustible Table 5-A � Beanng �ne(1}Hour Tables 5-A,6-A less thanfive(5)feetfrom �� Non-Beanng Une(1)Hour lables J-H,6-A propertylme � One{1)hour non-eombustible , less than ten(10)feet from � 7. �penings in Exterior Walls-(see Oeeupancy Type and Construction property line Non-rated elsewhere � � � � Type) Non-Bearing Same as bearmg Table 5-A � � •.-� Group R-1 occupancy,type V- Not peruutted less than five(5}feet Table 5-A ~ � � � 1 hour construction Unprotected opemngs perm�tted 7. Openings in Exterior Walls �see Occupancy Type and Construction Type) � � .'��, � 8. Windows required in Rooms: Q) W�ndow Area requ�red: 10 sq ft muiunum, 10%of flaor area in Sections 310 4, Not permitted less than five(5) Table 5-A � � � feet from property line � ''"'� dwellin�umts 310 5, 1203 2 Proteetecl less than ten(10)feet � -�-+ � � Frve-pomt-seven(5 7) sq ft m sleepmg areas from property lme � � •� 9. Minimum eeilmg height in Seven feet-zero uiches(7'-0'�at kitchens, Secfion 310 6 1 � � ^ rooms: halls,bathrooms &toilet compartments 8. W�ndows required in � ~4,1 �+ � Rooms: � O � seven feet-s�inches{7'-6'�at all other SEE ROOF PLAN, SHEET A2.4B FOR ATTIC DRAFT STOP Window Area required 10 sq ft ininunum, 5%of floor Section 1202 2 1 habitable space LOCATIONS AT BUILDING �B'. area �- ` .�.� � 1Q. Minimum floor area in seventy(70)sq tt (not less than�'in any s�t�on 310 61 SEE FLOOR PLAN SHEETS FOR FIRE EXTINGUISHER CABINET � rooms: dunens�on) 13. Stairway Construction. LOCATIONS. Interwr Any permitted mater�als Sect�on 606 4 2 � 1'I. F�re Resisti�e Hours Exterior Wood-2x nominal or non- Sect�on 606 4 3 � Requirements NOTE: OPEN STAIR CONSTRUCTION COMPLIES WITH 2O00 IBC combushble materials Exterior Beanng Walls: One(1) Hour Tables 5-A, 6-A � � Interior Bearing Walls One(1) Hour Table 6-A SEE ELECTRICAL DRAWINGS FOR FIRE ALARM SYSTEM 14. Exits Extenor Non-beanng One(1) Hour Tables 5-A,6-A Occupant Load � Walls Occupancy Load Basis (square feet per occupantj Table 1�-A �, � Structural Frame One(1) Hour Table 6-A The follov�nng floor areas were used to calculate number of `W°W° �� Permanent Partitions One(1) Hour Table 6-A occupants � �-��---y �--� �� -••-a �� _ �, 15`floar 3983/35 sq ft per Vertical Openings One(1} Hour Table 6-A � � � � � � � � � � occupant=114 Two exits Floors One(1} Hour Tab1z 6-A �H't "t H" "� required � _ Roofs One(1) Hour Table 6-A � 2° floor 868/ 100 sq ft per • �� Extenor poors Unpratected Hours � � � ° ��' �'� equpedt=9 One exit _ ,� Roof Coverings Type B roof Haurs � ��. � � r '` � � � Minimum Exit Widths 12. Stairway Construction: � .� First Floor 3b u�ches x two(2)ex�ts Sections lOQ3 2 3 2, + 1 Intenor An ermissible material Sect�on 60G 4 2 1005 3 4 2, 1007 3 5 Y P Table 10-B , E�cter�or 2x nominal wood or non- Sect�on 606 4 3 x 1- �I- iZSI•HA Second Floor 36 u�►ches Sections combustible materials 1003 2 3.2,1003 3.4 2, f'� Table 10-B DRAWN BY. iEN, BJV 13. Exits Occupancy Load Basis (square feet per occupant} Table 10-A ' Exit Doors CHECI�D BY The following floor areas were used to calculate number of M�n�mum W�dth Allowed Sect�ons 1003 2 5, occupants F�rst Floor 36 mches 1UO3 3 13, REVISIONS. Second Floor N/A 1004 3 3 2 First Floor Living Urnts (Type R-1 Occupant load = 12 Table 10-A Maximum Leaf Width Allowed Four{4)feet Seet�on 10�3 3 14 Occupancy) 2,380 sq ft /200] No Description Date Two ex�ts requu-ed ' ' Exit Corridors ' ' 5 BUILDING, B — LEVEL THREE PLAN Minimum Allowable Width 44�nches-mmunum Table 10-B, � BUILDING. EARLY LEARNING LEVEL TWO PLAN AO 3 SCALE 1 =16-0 Section 1004 3 3 2 AO 3 SCALE 1 =16-0 0 Second Floor Living Units (Type Occupant load = 14 Table 10-A -.,., ,,.,...--�-�- �--��--..�..,,,_,µ��,..�� Q R-1 Occupancy} 2,777 sq ft /200] � ��'"�`�� '�� `"`�-� _..--��"'"�~� ""`•°-�...,,, n.,�,.»,,--- Twa exrts required �"`"`�"� � ''"`�� "` � ��_,....-- .�w,..,� � 1S. Exit Stairs Q ._...................�,. ��,...,..-.�" '`'~...,._.._....�.._.._ ��""'°~°.-...,,,M � Mmimum Width Q Third Floor Living Units {Type R- occupant load - 16 Table 10-A Seoond Floor 36 Sect�on 1003 3 4 2 Q 1 Uccupancy) 3,171 sq ft. 1200] `� �� -for Occupant Load of: -less than 50 � .� Q r, Two exits required � .,_,.,_.,,. � � - , � � `�� Max�mum R�ser Allowoed Seven�'� mches Section 1003 3 3_3 � '" � � � � � � � � � � � � M�nimum Tread Allowed Eleven(11)inches Section 1003 3 3.3 � � �,. Num ber of Ex�ts One for each urut on first level, Two Required (2) on upper levels . H- �i -I H- �� I H � I� H- �� Landings: � ISSUE RECORD � � � � � � � �'� � '#'��', � � �r� '` � �'° Minimum Size required 36 inches by 72 mches-mm Section 1003 3 3.4 ' � H� H- x Ex�tlN�dths ��, �� Maximum Vertical Distance between Landings: Twelve(12)Feet � � � �� No Descnption Date Livmg Units �Type R-1 5tairway Width=36 mches Table 10-B, Section ;.. Handrails: � oCCUpanCy} mimmum 1003 3.3 2 [ � � �� ,�ro � � Required at each side Yes Section 1003 3 3.6 1 COORD SET. Jan. 23, 2003 [42x43 = 126mches] � � � � � � � � � ' g y ' .,/ � :•�^,. . In�nrmcrliatc ra�lc rnr��rorl hTn �P�t�nn yn�� i� fi � _�� r .H• ,�.R 2 DC:,ION RC41CW :,UDMITThL �cb 10� 2003 Yassa eWa wiam=�b mcnes i anie iu-rs �eC[lOri 4 � minimum l Od5 3.4 2, �� ;� � Max�mum Width between ra�ls 88 inches Section 1a03 3 3_6 � A 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 [42 x 0 2 =8 4 mches] � Height abo�e Nosing 34 to 38 mches 5ection 1003 3 3_6 � • Max�mum Allowable Tra�el d�stance to 150 feet for refngeration Sections Intermediate Rad Spacing N/A � 4 PRICING SET Apnl 03, 2003 es u x y�.L` Exlt mach�nery rooms 1004 2 5.2 1, }:�- . � °�,f 5 PERI�IT SET June 10, 2003 200 feet for all other areas 10d7 7.2 2 Spacing between bottom rail &tread/riser 34 to 38 �nches Sect�on 1d03 3 3.6 Handrails extend beyond stair• Top: 12 mches Btm 12�nches � ,� Exit Doors � �� Minimum Width Allowed 32 mches clear muumum Section 1003 3 1 3 Stair to roof required No Sect�on 1003 3 3 11 Maximum Leaf Width Allowed Four(4)feet Section 1003 3 1 4 Ramps VI(dth Required for No of Occupants: Maximum Slope 1 12 Section 1003 3 4 2 - O 36 inches Section 1003 3 1 3 � � Handrails required Yes Section 1003 3 4 5 SHEET CONTENTS• CODE DATA SHEET Living Units (Type R 1 ccupancy) 4 BUILDING B — LEVEL TWO PLAN > > Exit Corridors Ao3 �A� ,•=,6'-°' BUILDING B and Minimum Allowable Width 36 mches mmnnum Tab1e la-B� se��on , BUILDING 'EARLY LEARNING' LEVEL ONE PLAN EARLY LEARNING CENTER 1004 3 3 2 AO 3 SCALE t"=16�-0' Corridor Wall Fire Resistance One{1)hour Sect�on 1005 3 4 3 Required Door Assembly Fire Resistance One(1)hour Sect�on 1005 3 4 4 SEE ROOF PLAN, SHEET A2.15E FOR ATTIC DRAFT STOP pF C Required LOCATIONS AT THE EARLY LEARNING CENTER. '�``••••"" "°• �' .O SEE FLOOR PLAN SHEETS FOR FIRE EXIINGUISHER CABINET 1 � � � •': o 14. Exit Stairs � . � � Minimum Width 36 uiches minunum Section 10�3 3 3 2 � LOCATIONS. �t': rd Udell '; � - � - � - � ' � - � - � b-2��y -for Occupant Load of -less than 50 � �'�:•.... ,.•��,` .',�? � � � �SFO....R�,�, " � � °# � P . � Max�mum R�ser Allowed Seven(7}inches Section 1003 3 3 3 ,r � � 'n Minimum Tread Allowed Eleven(11)inches Section lOd3 3 3 3 � � � .'� � `"`� w`' EGRESS LEGEND ``� ,� Landings. � �� p �� Minimum Size required 36 mches by 72 inches Section 1003 3 3 4 , � '� � , . � �° �H�Rf ��-�l'R�1-F�- � 1 HR WALL �1•HR■1-HR�1-HR� PROJECT NO• D210 Maximum Vertical Distance between Landings Twel�e(12)Feet Sect�on 1003 3 3.5 # � � 1 Handrails: � , � � � � � � � � � � � � � �, 2 HR WALL IIIIIIIIIIIIIII�IIIIIIIIIIIIIN DATE June 10, 2003 Required at each side No Section 1003 3 3 6 ( ' � � ' � � "� Intermediate rads required No Sect�on 1003 3 3 6 j � � � � � � � � 4 HR WALL �I�I�I�I- DRAWING NO.: Maximum INidth betwoeen rails 88 mches Section 1003 3 3 6 NOTE: ALL EXTERIOR EXIT BALCONIES � Height abowe Nosing 34 to 38 inches Section 1003 3 3.6 ARE CONSTRUCTED WITH HEAVY TIMBER BUILDING EGRESS PATH ■ � � � � Intermediate Rad Spaang N/A Spa�ing between bottom rail &tread/riser• 34 to 38 mches Sect�on 1003 3 3 6 Handrails extend beyond stair -rop' 12mches Btm. 12inches 3 BUILDING 'B' — LEVEL ONE PLAN � � ' Stair to roof required No Sect�on lOQ3 3 3 11 � A0.3 SCALE 1"=16'-0' � " � � �' � � / � � \ �� _ � � ` 1 ' � E IVALENT CODE DESIGN U � ODELL ARCHITECTS, P.C. ARCHITECTURS PLANNING INTERIOR9 April 10� ��Q3 32065 Castle Court,Smte 150, Evergreen,Cdarado 80439 � Tdephonz 303670598D Facsimle 3036707162 Odell Architects, Pl.. Copp g�yThs docume�t s an nstrument af sernces,and as such remoms ihe r of the Archdecl Permissim fa use af ihrs doaimenl rs Imled � 32d65 Castle Court� �Ulte 1�� and cm he extended onlyby agreenent with Oddl Arch�tais,PG Evergreen, Colorado 80439 Attention �tis Odell Sub�ect Middle Creek Affordable Housing -Equivalent Code Design Dear �tis, � Couc�-n..�v &Co�a:��INC. The new Middle Creek Affordable Housing pro�ect is being developed on the Mountain Bell Site off of the Narth Frontage Raad 1n �ail, Colorado The pra�ect will cansist of 6) Automatic spnnklers,Nati�nal F�re Gode, 1999 {NFPA Standards) 3) F�re separatian requirements to divide a single building mto separate buildings 6} Automatic sprinklers, National Fire Code, 2002 (NFPA Standards) two three story multi-unit residential buildings (Buildmg A and Buildmg B), a day care center {Early Learrung Center} and a five stary multi-urut residentral building wrth three IVFPA 13 provides requirements for resldential occupancies over 4 stones NFPA a) Seetion 705 4, area separation walls far Group R, Division 1 and Division 2 NFPA 13 provides requirements for residential occupancies over 4 stones NFPA levels of enclosed parkuig below (Building C} 13R provides requuements for residential occupancies up to and including four occupancres shall be of not less than three hour fire-resistive construction in Type 13R provides requuements for residential occupancies up to and including four stories in height III construction Section 705 8, Openuigs through a fire wall shall be protected stories m height � This Equivalency study will pertain to Building C Buildmg C will be a new structure unth three hour fire-protectian rated fire assemblies wluch do not exceed 12� with a three level enclosed parking garage below and five residential towers above a) NFPA 13, Paragraph 5-13 7, Sprmklers shall be installed in spaces under all square feet or exceed 25 percent of the length of the wall Opemngs shall not be a) NFPA 13, Paragraph 8 14 6 1, Unless the requirements of 8 14 6 2 are met, � ranging from one story to five stories This study will review the requirements and combustible graund floors, extenor docks, and platforms lunited to 120 square feet where both bu�ldings are equipped throughout�vith an sprinklers shall be installed in spaces under all cambustible ground floors, extenor o � equivalencies of the Uruform Building Code, 1997 (LTBC) and the International Building b) NFPA 13, Paragraph 5-13 7, Exception, Sprinklers shall be permitted ta be automatic sprulkler system installed in accordance with NFPA standards These docks, and platfonns � Code, 20�0 (ISC) omitted where all of the following condrtions prevail walls shall be self supporting and remain standmg after portions on both sides b) NFPA 13, Paragraph 8 14 6 2, Sprinklers shall be permitted to be omitted from � 1) The space is not accessible for storage purposes and is protected against have fallen spaces under ground floors, extenar docks, and platforms where all of the The UBC defines the residential portions of this buildmg as a Group R, Division 1 accumulation of wind-borne debns b} Sectian 705 5, area separation walls shall be continuous from exterior wall ta followm� conditions prevail O occupancy (LTBC, 310 Q) The UBC defines the parl:ulg garage portions of this buildmg 2} The space contains no e�quipment such as conveyors or fuel-fired heating urnts extenor wall and shall extend 18 inches beyond the exterior surface of exterior 1) The space is not accessible for storage purposes and is protected agamst as a Crroup S, Di�isian 3 occupancy (IBC, 311 1) As such the residential partion of the 3) The floor over the space is af tlght construction walls Fire walls shall be permitted to terminate at the mtenor surface of accumulation of wind-borne debris buildmg is required to be separated from the parking portion of the building by three hour 4) No combustible or flammable hquids or materials that under fire conditions noncombustible extenor sheatlnng providing the sheathing extends a horizontal 2j The space contains no equipment such as conveyors or fuel-fired heating units fire resistive construction (LJBC, Tab1e 3-B) would convert mto cambustible or flammable liquids are proeessed, handled, or distance of at least 4 feet on both sides of the fire wall or where the building on 3) The floor over the space is of tight constructian. stored on the floor above the space each side is protected by an automatic sprinkler system installed in accordance 4) No combustible or flammable liquids or materials that under fire conditions � The IBC defines the residential portians of this building as a Group R, Division 1 c) NFPA 13, Paragraph 5-13.8 1, Spnnklers shall be installed under extenar roofs or wrthNFPA standards Where the fire wall intersects the extenor walls, the fu'e- would convert into combustible or flammable liquids are processed, handled, or �� occupa.nc�� if the occupants are transient or a Group 2, L�izTisic�n 2 nc�upaney if the canopies exceedin� 4 ft (1 2 m) in width resistance ratin� for the exterior wa11 sha11 be at least one hour fire-resistive stored on the floor above the space � d NFPA 13 Para ra h 5-13 S 1 Exce tion S nnklers are ermitted to be amitted � accu pants are nat transient (IBC, 31Q 1) The IBC defines the parl�ng garage portions of } � g p � P P P construction for a distance of not less tlzan 4 feet Area separation wa11s sha11 c} NFPA 13, Paragraph 8 14 7 1, Unless the requsrements of S 14 7 2 or S 14 7 3 are this buildmg as a Group S, Divisian 2 occupancy {IBC, 311 1} As sueh the residential where the canopy or roof is of noncombustible or lunrted combustible extend horizontally to the outer edge of pro�ecting elements (exterior exrt met, sprinklers shall be installed under exterior roofs or canopies exceeciing 4 ft m � � .� � portion of the building is required to be separated from the parkuig portion of the cons truc tion ba lconies) W hen pro�ec ting e lemen ts do no t ha ve c o n c e a l e d s p a c e s, t h e a r e a wi d t h � � � � building by two hour fire resistive construction (IBC, Table 3Q2 3 3) � NFPA 13, Paragraph 5-13 8 2, Spnnklers shall be installed under roofs or separation wall may ternlinate at the exterior wall V�lhen pro�ecting elements d7 IVFPA 13, Paragraph 8 14 7 2, Sprinklers shall be permitted to be omitted where � .� � canopies over areas where comUustibles are stored and handled have cambustible concealed spaces, the area separation wall shall extend through the canopy or roof is of noncombustible or limited combushble construction � � .� � the concealed space ta the outer edge of the pro�ection When pro�ecting e1ements e) NFPA 13, Paragraph 8 14 7 3, Sprinklers shall be permitted to 6e omitted from O t.; � Q Uniform Building Cade, 1997 (LTBC) have noncombust�ble concealed s aces a mmimum one hour fire-resistance rated �� p p , extenor exit corridors when the eYtenor walls of the conidor are at least 50 g) NFPA 13, Paragraph 5-13 9 1, Sprinklers are not required in bathrooms that are separation shall extend through the concealed space to the outer edge of the percent open and when the comdor is entirely of noncombustible construction r . . � .� � 1) One hour separation between uruts and between units and corridors located within dwelling unrts, that do not exceed 55 ft2 (5.1 m2) in area, and that pro�ection The extenor walls belund and belauT the pro�ecting element shall be f� NFPA 13, Paragraph 8 14 7 4, Spnnklers shall be installed under roofs or `� p � � have walls and ceilings of noncombustible or lunrted-combustible matenals with c�f at least one houx fire-resistive construction for a distance of not less than the canopies over areas where combustibles are stored and handled j � ""' a Section 310 2 2, walls and floors se aratin units sha11 be not less than one hour a 15-minute thermal barrier ratin includm the walls and ceilin s behind de th of the ro ectin element on both sides of the area se aration wall � � ) P � � � g P p .l g P � NFPA 13, Paragraph � � � Intenor walls to umts may be non-rated and constructed of matenals pravided in fixtures The area oceupied by a noncombustible full height shower/bathtub c) Section 705 b, area separation walls shall extend vertically from the foundation to g) �'pA 13R, Paragraph 6 S 4, Spnnklers shall not be requ�red in any porches, A � Seetion 641 5 2 2 enclosure shall not be required to be added to the floar area when determining the a point 3� mches above the roof In Group R, Division 1 and Divisian 2 balconies, comdors, and stairs that are open and attached � area of the bathroom occupancies of Type III construction, the area separation wall may terminate at � 2) Attic draft stops Exception Spruiklers are required in bathrooms af nursing homes and in t�ie underside of noncombustible or fire retardant-treated waod roof sheathmg bathrooms aperung directly onto public corridors or exit ways where both buildings are provided with not less than a C1ass C roof covering and Recommendations � a) Section 708 3 1 2 1, draft stops shall be installed 1n attics in buildings contaimng h) NFPA 13, Paragraph 5-13 9 2, Sprinklers are nat requ�red in clothes closets, linen the roof is protected with 5/8 inch Type X gypsum board directly beneath the � more than one dwelling urut and in hotels Draft stops shall be above and in line closets, and pantnes withm dwelling uruts in hotels and motels where the area of underside of the roof sheathulg, supported by a mimmum of 2 inch ledgers 1) One hour separation between units � with the walls separating mdividual dwellmg units and guest roams from each the space does not exceed 24 ft2 (2 2 m2), the least dunension does not exceed 3 attached to the sides of raof framing members for a distance af 4 feet on both other VVhere approved autamatic sprmklers are mstalled, ttie area between draft ft (4 9 m), and the walls and cellings are surfaced wrth noncombustlble or limited- sides of the fire wall a) Provide one hour separation between units from ground flaor level to cellmg af stops may be 9,000 square feet and the greatest horizontal dimension may be 100 combustible materials upper level urut Provide one hour ceiling in top floor umts � feet i) NFPA 13R, Paragraph 2-6, Sprinklers shall be installed in all areas 4) Extenor exit stair construction �� b) Section 708 3 1 3, draft stops shall be constructed of any approved material Exception No 1 Sprinklers shall not be required in bathrooms where the area 2) Attic draft stops � adequately supported. Draft stops need nat be fire rated does not exceed 55 ft2 (5 1 m2) and the walls and ceilings, includmg walls a) Section lOQS 3 6, to be considered an exteriar exlt stairway it shall be open on at ' and ceilmgs behind�xtures, are of noncombustible or hrmted-combustible least one si e o en si e shall have a lninimum of 35 s uare feet o a gregate a) Provide draft stops abave and in line wrth tenant and dwelling unit separation � 3) Fue separation requu�ements to divide a single building into separate buildings matenals providmg a 15-mmute thermal bamer The area occupied by a area a �acent to each floor level and eac intertnedlate landm The requ�red area walls Extend draft stops ta the underside of the roof sheathulg above .Align roof . �� . - noncarnbustlble, fu11 height, shower/bathtub enclosure shall not be required ta s al e ocate no ess t an 42 inc es a ove the ad�acent floor or landuig level. truss and provide wrth 5/8 gypboard or other code allo��ed matenal on one side a) Section 504 6, area separation walls shall be of nat less than faur hour fire- be added to the floor area when determimng the area of the bathroom Any stairway nat meeting this definition shall comply wrth the requirements for Install matenal on the same side of the roof truss throughaut the attic to provide - � '- resistive construction in Type III canstruction The total width of all openings in Exceptian No 2 Sprinklers shall not be required 1n clothes closets, linen lnterior stairs continuity such walls shall not exceed 25 percent of the length of the wa11 in each story A11 closets, and pantries witlun the dwelling units where the area of the space does b) Section 10Q3 3 3 5 2, treads, platforms and landings that are part of exterior � � openings shall be pratected by a three hour f�re-protection rated fire assembly nat exceed 24 ft2 (2 2 m2), the least dimension does not exceed 3 ft (0 91 m), stairways shall be designed to prevent accumulation of snaw or ice_ 3) Fire separation requirements to di�ide a single building into separate buildings These walls shall be self supporting and remain standing after portions on both and the walls and ceilings are surfaced with nancombustible ar limited- c) Section 1Q03 3 3 5, all stairways shall be built of materials consistent wrth the . sides have fallen combustible matenals as defined by NFPA 220, Standard on Types of types permitted for the type of construction of the building a) Provide not less than four hour fire-resistive construction wall from extenor wall b) Section 504 6 3, area separation walls shall extend honzontally to the outer edge Building Construction d} Section 10a5 3 2 1, the extenor buildmg wall from ground level to 10 feet above to extenor wall and from ground level to underside of roof sheatlung. Where the DRAWN BY• 1EN, BJV of pro�ectmg elements When pro�ectmg elements do not have concealed spaces, Exception No 3 Sprulklers shall not be required in any porches, balconies, the topmost landing or roof line of the extenor exit stairway (whichever is lower) fire wall intersects the exterior wall and the balcony wall, the fire-resistance rating the area separation wall ma_y temunate at the extenor wall When pro�ecting comdors, and stairs that are open and attached and wrthin 10 feet measured honzontally shall be constructed as required for a for the exteriar wall shall be at least one hour fire-resistive construction for a CHECKED BY elements do have concealed spaces, the area separation wall shall extend through Exception No 4 Sprinklers shall not be required in attics, penthouse mirumum one hour fire resistance rating distance of not less than 4 feet on both sides of the area separation wall Where the concealed space to the outer edge of the pro�ection The exterior walls and the equipment rooms, crawl spaces, floor/ceilmg spaces, elevator shafts, and other e) Section 1Qa5 3 6 5, operungs may be unprotected tivhere two separate exterior the combustible roof overhangs the balcony on the top floor, the area separation REVISIONS. pro�ecting elements above sha11 be af at least one hour�re-resist�ve construction concealed spaces that are not used or mtended for living puxpases or storage stairways are served by a common exterior exrt balcony with a penmeter that is wall shall extend throu the concealed s ace to the outer ed e of the eave far a distance of not less than the de th of the ro ectm element on both sides af Exceptian No 5 Sprullclers shall not be requ�red in closets on exterior not less than 50 ercent o en To be considered o en The o eiun shall be a � p g No Descnption Date P P J g P P P P g Where the area separation wall ternlinates at the underside of noncombustible or the area separation wall balconies regardless of size as long as there are no doors or unprotected minimum of 50 percent of the height of the enclosrng wall with the top of the fire retardant-treated wood roof sheathing provide not less than a Class C roof Q c) Section 504 6 4, area separation walls shall extend vertically from the foundation penetrations from the closet directly inta the dwelling urut openings no less than 7 feet above the top of the balcony covering and protect the underside af the roof with 5/8 mch Type X gypsum to a point 30 inches above the roof The area separation wall may terminate at the �} NFPA 13R, Paragraph 6 8 4, Spnnklers shall not be required in any porches, board directly beneath the underside of the roof sheathuzg, supported by a � _ underside of a roof deck or slab of at least two-hour fire-resistive construction balconies, carndors, and stairs that are open and attached 5) Extenor exit balconies minimum of 2 inch ledgers attached to the sides of roof framing members for a � 4) Extenor exit stair canstruction distance of 4 feet on both sides of the fue wall. Provide two hou.r fire-resistive � a) Section 16a2 1 an exterior balcany is an extenor floor proJecting from and construction extenor walls (wrth no wmdows) m the south entry to the court yard 0 r International Building Code, 2000 (IBC) supported by a structure without additional mdependent supports � a) Section 1006 3 3 l, to be considered an extenor exrt stairway it shall be open on b) Section 10Q4.3.3, balcomes used for egxess purposes shall confonn to the same 4} Extenar exrt statr construction not less than two ad�acent sides {except for required structural columns and open 1) One hour separation between uiuts and between umts and corridors requirements as corridors for width, headroom, dead ends and pra�ections j4 type handralls and guardrails) Any stairway not meeting this definit�on shall Extenor balconies shall be designed to minimize accumulation of snow or ice that a) Provide exterior exit stairways with at least one open side The open side shall have a comply wrth the requuements for intenor sta.irs a Sectian 7Q8 walls and floors se aratin umts shall not be less than one hour Fu'e im edes the means of e ess mit�mum of 35 square feet of aggregate area ad�acent to each floor level and each b} Section 1006 3 3 2, extenor stairways more than two stories shall be of � ' p g p � inkermediate landin The re uired a enin s shall be located no less than 42 inches ISSUE RECORD partitions shall extend from the top of the floor assembly to the underslde of the c) Section 10Q4 3 3 1, exterior egress balconies shall be separated from the intenor g- q p g noncombustible construetion floor/roof slab or deck above or to the fire-resistance rated assembly abave and be of the buildLng by walls and openmg protectives as requued for comdors, except above the ad�acent floor or landing level No. Descnption Date c) Section 1006 3 3 3, all ope11111�s in the extenor building wall below and wrthin 10 securely attached if the partitions are not cantinuous through combustible that separation is not required where the exterior egress balcony is served by at feet measured horizantally, af an exterior stairway over two stories shall be - 5) Extenar exit balcorues construction draft stopping shall be provided at Luut partrtion lines Interior walls least two stairs and a dead end travel condition does not require travel past an 1 COORD SET �an. 23, 2003 nrotected hv fixed 3/4 hour fire-nrotection ra�ed assemblies dnenin�s mav be tv uiilta ivar Uc ii�ii-ratcd aiid oonstruotcd of nonoombu�tiblo matoriala unprotootod oponing to roaoh n atair ? DESICAI REUIEW SUBIAITf/1L Fob 10, �ooa ' unprotected where two separate extenor stalrways are served by a common a) Provide a common extenor exit balcony with the exterior u�all not less than�U percent d) Section 1406 3, extenor exit balcomes pro�ecting from the walls of buildings of open The openings shall be a minimum of 50 percent of the height of the enclos�ng wall 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 exterior exit balcony 2) Att1c draft stops Type III construction may be of Type V construction and shall not be required to with the top of the openings no less than 7 feet above tlie floor level of each balcony 4 PRICING SET Apnl 03, 2003 . Sj Exterlar exit balconies be fire-resistance rated where sprinkler protection is extended to these areas a) Section 716 4 2, draft stops shall be installed in attics m a11 Crroup R, Division 1 e) Section 1004 3 3 2, the lang side of an extenar exit balcony sha11 be at least 50 6} Automat�c spnnklers 5 PERI�IT SET June 10, 2003 y buildmgs and ln Crraup R, Division 2 buildings wrth three or more dwelling uiuts percent open and distributed to prevent accumulation of smoke or to�ic gases a) Section 1006 3 2 1, an extenor eart balcony is a balcony, landing or parch Draft stops shall be above and in lme with tenant and dwelluig unit separation a) Provide dry attic sprinkler system in all of the attic areas of Building C Provide dry pra�ecting from the wall of a building and serves as an exlt discharge component walls that do nat extend to the underside of the roof sheathing above Draft stops sprinkler protection below the combustible eaves over the top story balconies of Building in a means of egress system are not re u�red in buildin s e tu ed thrau out wrth an autamatic s rulkler C No automatic spnnkler protection is to be provided below the balcomes of Building C b} Section 1006 3 2 3, extenor exit balcomes projectmg from the walls of buildings q g q pp � p SHEET CONTENTS. of Type III constructionmay be of combustible or nancombustible construction system (including a11 combustible concealed spaces) installed m accordance with EQUIVALENT CODE DESIGN V�Talls of exterior exlt balconies serving a Group R, Division 1 occupancy having �PA standards an occupant load of 10 or more shall be of at least one hour fire-resistive b) Section 716 4 1, draft staps shall be canstructed of any approved matenal If you have any questions, please call constructian Ceilings shall be of at least one hour fire-resistive flaor or roof adequately supported Draft stops need not be fire rated The integnty af draft systern canstruction In Type III canstructian, the exterior exit balcony roof stops shall be maintained S�ncerely, assembly may be of heavy tunber canstruction wrthout concealed spaces c) Section 1006 3 2 4, The long side of an extenor exit balcony shall be at least 50 BFPE percent open and distnbuted to prevent accumulation of smoke or toxic gases ,��.�,�F„� o �•°°� °:;p,s, . ;� e e o �" dward Odell :� Perry B Matthews . B_2Q89 : <�•, �� C�°o 'c.� �/]'e o. �o°�� 'y �a9s��e��'�]� �� SFO PR�� .�� s PROJECT N0: 0210 DATE June 10, 2003 *�., 0 ., � � � i �� -� sj��" � � _`. �. � � I CODE RE VIEW CODE REVIEW � ODE REVIEW � � � � � Building �C' SECTIQN ODELL ARCHITECTS, P.C. _ ARCAITECTURB PLANNINC INTER10R9 32065 Costle Court,Su�te 150, Evergreen,Cdarado 80439 1. accupancy Classification: Chapter 3 13. Exits Exit Co��dors: Te�e�hone 303.6705980 Fo��i� 30J6707162 Pnnapal Occupancy� R-1 Occu anc Load Basis s uare feet er occu ant Table 10-A c�m9nt Ths dceument s an mstmment af sernces,m�d as such remams p y 4 a P P ) Minimum Allowable Width 1he prapaty of the kchdect Permissim fa use af ihis document is Imiled Others S-3 Table 3-A The following floor areas were used to calculate number of occupants Level P3: and cm he e�tended onlybyagreernent wifh Odell Architais,PG Level P3: S-3 occupanc�es Required width=44 mches Table 10-B, Sect�ons 2. Occupancy Separation Required [121*0_2=24 2] 10a3 2 3 2 1004 3 3 2 Area of parking garage {S-3 24,023 sq ft/Z�0 s f per Occupant load= Table 10-A Occupancy to Occupancy —� Hours Table 3-B OCCU anC occu ant 121 R-1 occupancies Requ�red avidth=36 mchea Table 10-B, Sect�ons N/A L ving units south of garage (R- 950 q ft/200 s f per Occupant load= 5 Table 10-A [20*0 2=4] 1403 2 3 2 1004.3 3.2 Le�el P2: ` R-1 to S-3 � 3 Table 3-B 1) occupant to � Living units east of garage (R- 3,922 sq ft/200 s f. per Occupant load° Table 10-A S-3 occupancies: Req*ired width=45 inches Table 10-B, Sections �� occupant 20 [149 0 2°29 8] 1�03 2 3 2 1004.3 3 2 R-1 occupanc�es Required width=3G mches Table 10-B, Sectrons 3. Construction Type: Type III 1-hour(R-1} &Type V lhour(R-1) [20*0 2°4] 1003 2 3 2 1004.3 3 2 COI;GHLIN BL COMPA'VY INC. Level P2: Level P1: Type I (S-3) Area of parking garage {S-3 29,733 sq ft/2QQ s f per Occupant load= Table 10-A S-3 occupancies Required width°44 inches Table 10-B, Sect�ons occupancy) occupant 149 [63�`0 2= 12 6] 10�3 2 3 2 1004 3 3 2 4. Maximum Allowable Basic Floor Area: R-1 occupancies Requ�red w�dth=36 mches Table 10-B, Sect�ons Garage (S-3 occupancy) UnluYUteci Living units south of garage (R- 950 sq ft/20o s f per Occupant load= 5 Table 10-A [12'�0 2=2 4] 1003 2 3 2 1004 3 3 2 Living Units {R-1 occupancy) 13,500 sq ft 1) occupant Le�el F1: If ad�acent to open area on two sides Sect�on 5�5 1 1 Living units east of garage (R-1} 3,422 sq ft/200 s f per Occupant load= Table 10-A R-1 occupanaes Requ�red w�dth=44�nches Table 10-B, 5ect�ons occupant 20 [79*0 2= 15 8] 1Q03 2 3 2 1004.3 3 2 � If ad�acent to open area on three sides 27,000 sq ft Section 505 12 Le�el P1: Le�el F2 If ad�acent to open area on all s�des Section 505 1 3 R-1 occu ancies Re uired width=44 inches Table 10-B, Sect�ons .,.� ��t s!�� If over one story 13,5�0 sq ft Sect�on 5�4 2 Area of parking garage {S-3 12,459sq ft /2d0 s f per Occupant load= Table 10-A P ��2 p 2— 14 4] l003 2 3 2 1004 3 3 2 0 p � occupancy} occupant 63 � If 5pr�nkled NlA Section 505 3 Level F3- � Total Allowable Li�ing Unit Area: 54,060 sq ft Living urnts east of garage {R-1) 2,273 sq ft. / 200 s f per Occupant load= Table 1Q-A R-1 occupanc�es Required width=44 inches Table 10-B, Sectinns � occupant 12 [65�"0 3= 19 5] 1Q03 2 3 2 1004 3 3_2 Level F4. O Building Area: Le�el F1' R-1 occupanc�es Required width=44 inches Table 10-B, Sections Total area of parking garage (S-3 69,013 gross sq ft � Living.units exiting onto plaza 15 773 sq ft /200 s f per Occupant load= Table 10-A [52*0 2= 10 4� 1�03 2 3 2 1004.3 3.2 occupancies) � � Level F5 Area of living un�ts west of area 48,202 gross sq ft w oecupant 79 R-1 occupancies Required width=36 inches Table 10-B, Sect�ons separation wall (R-1 occupancy) Living units east of garage 1,643 sq fl. /200 s f per Occupant load= 9 Table 10-A [38*0 2—7 b] 1Q03 2 3 2 1004 3 3 2 Area of living un�ts east of area 39,511 gross sq ft occupant � separation wall {R-1 occupancy) Level F2: Corridor Wall Fire Reststance ane(1)hour Section 1005 3 4 3 �� Second floor living units 14,298 sq ft /244 s f per Occupant load= Table 1�-A Required 5_ M�ximum Qllew�6lo 1-IoiyF�4 CPr+�nn Sf1F. vti.�.0 cuii 'i2 � y Dvvr Aaaernt�ly rlr� FLv�sislari�� o��c(1)l�vu� ��..��.�ioo3� -�-� � Feet S�xty-Frve{65)ft. Required , Stones Four(4)—Five{5)if fully-sprmkled Level F3: � � � � Third floor hving units: 12,926 sq ft /20Q s f per Occupant load= Table 10-A � � ''"� � �� Building Height• occupant 65 14. Exit Stairs �--� � � � �J�� ./( Minimum Width � � � � ��r' ��7 Feet Approxunately 71'at unoccupied tower O � i--� � Level F4: Levels P3-F4 44 mches Table 10-B, Sections � � O � Stories Fnre(5} one-story increase for fully- �� Leael F5 36 inches 1003 2_3 2, 1d03 3 3 2 � � � �,, Q N spruil:led Fourth floor living units 1�,279 sq ft /200 s f per accupant load= Table 10-A -for Occupant Load of_ �� .s�., � O V�( � occupant 52 i-� � / Le�els P3-F4 149 •� t�/� �O 1 Level F5: _ Level F� 38 � Q � � �� Fifth floor living units 7,543 sq ft/206 s f. per Occupant load- Table 10 A � �' •� � � �,�'' Garage: oeeupant 38 Max�mum R�ser Allowed Seven(7)mches Sect�on 1003 3 3 3 � O � (� 1/ �((L t' Bearing Four(4)hour non-combustible less than Table 5-A Minimum Tread Allowed Eleven(11)mches Sect�on 1003 3 3 3 ^ � O/�' five(5)feet from property hne Landings: � F � � Two(2}hour non-combustible elsewhere Number of Exits Required: Non-Beann Fou 4 hour non-combustible less than Table 5-A Minimum Size required � 9 K ) Le�el P3: At all stra�ght run sta�r5 36 mches Uy 36 inches Sect�ons 1403 23 2, five(5)feet from property hne � Two hour non-combustible less than Area of pa rking garage (S-3 Two (2)exits required Table 10-A 1003 3 3 2, 1UO3 3 3 5 twenty{20)feet from property lme occupancy} At all other stairs 45 inches by 40 inches Sect�ons 1003 2.3 2, ! , One hour non-combustible less than Llving un�ts south of gal'age {R- One (1) exit required Table 10-A 1003 3 3 2, 1003 3 3 5 F�a forty(40)feet from property lme 1) Maximum Vertical Distance befinreen Twelve(12)Feet � Non-rated,non-combushble elsewhere Living units east of garage (R-1) Two (2)exits required Table 10-A Land�ngs Living Units (Type III One- Handrails: Hour) Le�el P2: Required at each side Yes Sect�on 1003 3 3 6 � Bearing Four(4)hour non-combustible less than Table 5-A Intermediate rails reqwred No Sect�on 1003.3.3 6 five{5)feet from property hne Area of pa rking garage (S-3 Two (2}e�its required Table 10-A �� Two(2}hour non-combustible elsewhere occupancy} Maximum Width between rails 88 inches Sect�on 1003 3 3 6 � Non-Bearing Four{4}hour non-combustible less than Table 5-A Living units south of garage {R- Qne (1) ex�t requ�red Table 10-A Height abo�e Nosing 34 to 38�nches Sect�on 1003 3 3 6 three(3)feet from property luie 1) Intermed�ate Rad Spac�ng N/A � Two hour non-combustible less than Living units east of garage (R-1) Two (2)exits requu'ed Table 10-A Handra�ls extend beyond sta�r Top 12�nches Btm 12 mches +tread w�dth twenty{20)feet from property Ime • �� ' " One hour non-combustible less than Le�el P1: Stair to roof required: No Sect�an 1003 3 3 11 forty(40)feet from property line Area of parking garage (S-3 Two (2}exits requ�red Table 10-A , Non-rated,non-combustible elsewhere OCCUpanCy) Ramps � � '� L�ving un�ts (Type v one- Livmg units east of garage (R-1) Two (2}exits required Table 10-A Maximum Slope 1 12 Sechon 1003 3 4 2 Hour} � Level F1: . Bearing One(1)hour Table 5-A Handra�ls required Yes Sect�on 1003 3 4 5 Non-Beanng Same as bearmg Table 5-A Livmg units exitmg onto plaza Two (2)exrts required Table 10-A . Living units east of garage One(1) exit required Table 10-A 15. Fire Extinguishing Systems Garage: Unpratected Table 5-A Level F2: Spr�nklers required Yes Sect�ons 904 2 9, 505 3 DRAWN BY. iEN, BJV Li�ing Units (Type III One- Notpermitted less than three(3)feet from Table 5-A Second floor living units Two (2)exits required Table 10-A Stand p�pes requ�red Yes,Class I Table 9-A hour) property luie LeVel F3: CHECKED BY Protected less than twenty(20)feet from property luie Third floor living units Two (2)exits required Table 10-A 16. Elevators and Escalators Li�ing Units (Type V One- Not permrtted less than three(3}feet from Table 5-A LeVel F4' Vent�lat�on at Penthouse Area of Ventilat�on=3 57 sq ft Section 3444 REVISIONS hour) property luie ' [102 sq ft x 035] Fourth flaor living units Two (2)exrts required T'able 10-A Smoke detection recall Yes Section 3443 2 No. Description Date Level F5: Machine Room Wall construction One(1)haur construction Sect�on 3002, Table 6-A F�fth floor I�v�ng un�ts. Two (2)exits requ�red Table 10-A Minimum cab size for H C 42 inches clear width mimmum Sect�an 1105 3, ANSI Q fi. Windows required in Rooms: accessibility 54 inches clear depth mmimum A1171 Section 4Q7.4 6 Q Wlndow Area requ�red 10 sq ft mirumum, 10°�'0 of floor area in Sect�ons 3 10 4, Q dwellmg umts 1203.2 Exit Separation Arrangement: '/x the diagonal distance Sect�on 1004 2 4 Five-pomt-seven{5 7)sq ft m sleeping � areas Level P3: Q Parking garage 123 feet mimmum Section 1004 2 5, " 7. Pedestrian Walkways—size required 1007 7 2 2 Q Livmg units east of garage 72 feet xrurumum Section 1004 2 5 Garage As specified m Chapter 10 Sect�on 311 4 Level P2: �� L�v�ng UnitS As specified m Chapter 10 Sect�on 310 4 Parking garage 123 feet xmxumum Sect�on 1004 2 5, �Qa��2 2 ISSIJE RECORD 8. Minimum ceiling height in rooms: Living units east of garage 72 feet rrurumum Section 1004 Z 5 Garage Seven(7)feet mmimum to any Sect�on 3112 3 3 Level P1: No Descr�ption Date obstruction Parkmg garage: 90 feet�turumum Section 1004 2 5, Living Units Seven feet s�x inches (7'-6'�—min Sectron 310 6 1 1007 7 Z Z � Seven feet(7'-0")mui-kitehens,halls, Li�ing units east of garage 72 feet rrurumum Section 1004 2 5 1 COORD SET. Jan 23, 2003 batl�rooms and toilet compartments � ,, ' 9. Minimum floor area in rooms: LeVel F I- DEEIClI REUIEW £UBlAITT/�l. Fob 70, _003 Living Un�ts Seventy(7�)sq_ft. {not less than 7'm Sechon 314 6 2 LiWing units exiting onto plaza 124 feet Yturumum Section 1004 2 5 3 DESIGN REVIEW SUBMITfAL Mar. 24, 2003 _ any dunension) Level F2. 4 PRICING SET April 03, 2003 Living units exiting onto plaza 123 feet m�rumum Sect�on 1004 2 5 10. Fire Resistive Requ�rements-Garage: 5 PERMIT SET June 10, 2003 Level F3 � Extenor Bearing Walls 4-hours Table 6-A Living units exiting onto plaza 123 feet xrunimum Sect�on 1004 2 5 Interior Bearing Walls 3-hours Table 6-A Level F4 Extenor Non-bearing Walls 4-hours Table 6-A Livmg units exiting onto plaza 105 feet xrurumum Sect�on 1004 2 5 Structural Frame• 3-hours Table 6-A Level F5. SHEET CONTENTS• Permanent Partitions• 1-hours Table 6-A Livmg urnts exiting onto plaza 8�feet xrurumum Sect�on 1004 2 5 Vertical O enin � 2-ho�s Table 6-A CODE DATA SHEET p 9 Maximum Allowable Travel distance to Exit: �� Flo�rs 2-hours Table 6-A R-1 occupancies 150 feet for refngeration maclunery Sections 1004 2 5 2 1, B U I LD I N G C Roofs N/A rooms 1007 7 2 2 200 feet for all other areas S-3 occupancies 20a feet Section1407 7 2 2 With Spnnklers 11. Fire Resistive Requirements-Li�ing R-1 occupancies 250 feet 1007 7 Z 2 4 2 5 2 2, ��F��,,, ,e,evoa ..,, � �. .r Units: t- �e,�°°° .�,� Extenor Beanng Walls 2-hours Tab1e 5-A S-3 occupancies 250 feet Section 1004 2 5 2 2 y� �e,�t �o Interior Bearing Walls 1-hours Tab1e 6-A Exit Doors e`.� o � u�ard Odel1 ��. Exterior Non-bearing Walls 1-hours Table 5-A � �.Z�go ; Minimum Width Allowed 32 inches cleaz Section 1003 3 1 3 �°o :� Structural Frame 1-hours Table 6-A �'�a � U Maximum Leaf Width Allowed Four(4)feet Sect�on 1003 3 1 4 `�4j_`'r�;aa,,, �`'�� ` Permanent Partitions- 1-hours Tab1e 6-A �/i�th Required for No of ��t��0ef�5�'�°�� Vertical Openings 1-hours Table 6-A ��,��F I � Occupants 4 Floors 1-honrs Table 6-A S-3 occupancies Required rjndth=36 inches Table 1Q-B, Sections �� Roofs Type A roof As per Fire [(149*0 2)=29 S] 1003 2 3 2, 1003 2 3 3, Marshall's request 1003 1 3 72. Stairway Construction: R-1 occupancies Required width=36 mches Table 10-B, Sections PROJECT NO• 0210 Inter�or Remforced concrete, iron or steel Section 602 4 [(79�`0 2)= 15 8] 1003 2 3 2, 1003 2 3 3, 1003 1 3 Exterior Reinforced concrete, iron or steel Sect�on 602 4 DATE June 10, 2003 '� DRAWING NO• A ` � � �� , ,� � � � � �" ODELL ARCHITECTS, P.C. � � � � � ARCHITECTUAE PLANNINC INTBRIDRB � � � 32065 Castle Court,Smte 150, Evergreen,Cdarodo 80439 � �w � �G, Tdephone 303670598� Facsirtu1e 3036101162 � �� . , . � Copynght Ths document is an mstmment ot sernces,and as such remams . o o � ihe property af the kch�tect Permissian(a use af ifns daument is Imited � tr� � � nnd cm be eztended only by agreement wilh Oddl Arrhitecis,P G � — — — — iuua+� u� � � � a i �� - � z �� ` �° � ,h � •t 1 �ft11 1 - � - - - � COI;GHLIN BL COMPA:VY INC. � """'�"" THREE-HOUR FLOOR ASSEMBLY � . e -� � a i i � `�,.," ' I� � ° � `�� b�q R � �� ; � � " �F.. ��°`. � � a� � �� o � \`� � ,o BUILDING 'C' — LEVEL FIVE PLAN �( 6 BUILDING 'C' — LEVEL ONE PLAN � A06 SCALE• 1°=40�-0' � A06 SCALE: 1�=40�-0" i O :�`,�'• � �� ` / �, , / '�,,\ � ( ''�_ � ; ��, � � �;�-------------� '�,,\ { �� ''� i � ; - � � � ..� i �,' ' � + � ,/ XISTIN ; �. � . '\�� i �—+"� � - _� MOUNTAIN � �, , ,� ti ' � � .� - � r-------- BELL i '�,,\` � � O � 'TM ' � � � / BUILDING ; -� i � •—� � � � �. � '- -1� ~ i-� . � �� 1 ca p p �� p ILLE Nlfl� �� — I \��\� ( O � � � � � � � , ---_-- _ ' .� � .--�, ,�--�`. � � ` � �,, I -----------__--- __ BUILDING 'C' '•�,,� �� ,, .� V , , � ,�. 3 � % ( � -� .--i ,' a l� / , � � •rl � �, . . �. .s��.��.��.°,�.�� ' �wV��.��.�� -. ' DING 'A ��'` ASSUMED � � � � c�t � �n� � s � , , , , ��°�°�° �e �� ^- �1'�..�__` b b , �-.,�,,\`. ,` PROPERTY LINES � a� O � 3 n s a a a e + � A � � :�� A A x a $ � - � �'�----__---_ � U DING 'B ' �� ; � r1 L J �� r� a R M . a , > ` �. � '---- __ �. � y y s `� I ! r.a El E] c a o � s � ��— O ' � t i �� p ARLY LEARNI � � -------__ ° CEN � R g y x f b : : �� s n = n � 0 L i i g � f , � �___�__�� I } i F 1 i 9 � � � :� 0. R t y, � 9 I t t ! i Z � a `\�``` � � � n � ��. '; s < < o i s e e a n '\� � .�,,y_ . .�,, . � ---_ � � � �� 9 BUILDING 'C' — LEVEL FOUR PLAN 5 BUILDING 'C' PARKING LEVEL 'P1' PLAN z SITE PLAN W PROPERTY LINES � A0.6 SCALE• 1'=40'-0" AO 6 SCALE: 1'=40'-0' AO 6 SCALE• 1"=1D0'-0" � �� - , �, �--�� l + BUILDING 'C' —T1PE ' �.� — — — — — 3-1HR. .�--� � � � �'' BUILDING 'C' —TYPE 5-1HR. —W/ 2—HR. DRAWN BY: �N, �v � � �°° e � � �� , � �� FIRE RESISTIVE ROOF AND WALL � CHECKED BY �°° � ��-� � CONSTRUCTION —(FOR PURPOSES OF � ' "' ' � ti � � � � � � � � � � DETERMINING DISTANCE TO PROPERTY �� ,� ; ` � � --�, ; ,�,w„�,� LINE). REVISIONS. � ' � � � r t � � � , r"""�n�^��,�r � ASSUMED No Description Date �, �� .� � � � � f � PROPERTY LINE LIVING UNIT Q ,� o � � � � � � = 1 1 BUILDING 'B' -TYPE � � * # ` � � � � � ; �.�� 5-1HR. 5'-0" f�3'-4' PARKING 3-HOUR Q ,,....��::�...�,.� � ' �.,�� SEPARATION �, 1 � � �1 � ' � LIVING UNIT - � 4 HOUR „ _ � � , i PARKING SEPARATION WALL � ,. � LIVING UNIT I LIVING UNIT � � � � � � � � � � � � ' � �, r� ..� � PARKING � x��t�� ; � �� , , , , , � LIVING UNIT . ISSUE RECORD � � � No Descnption Date rrir��t� t 1 COORD SET. ,1�. 23, 2003 � DISTANCE TO ASSUMED PROPERTY LINE 2 DESICN REUEW SUBAIITfAL Fo6 10, �003 e BUILDING 'C' — LEVEL THREE PLAN 4 BUILDING 'C' PARKING LEVEL 'P2' PLAN , AT BUILDINGS 'C' and 'B' 3 DESIGN REVIEW SUBMITfAL �a�. �4, zoo3 . AO 6 SCALE• 1�=40'-0' AO 6 SCALE• 1'=40'-0' AO 6 SCALE 1"=1fi'-0" 4 PRICING SET Apnl 03, 2003 5 PER�IIT SET June 10, 2003 SHEET CONTENTS• _ _ _ _ = CODE DATA SHEET �. : � BUILDING "C" � .. � . � � � r � �� , �a�� r�f �, ` NOTE: ALL EXTERIOR EXIT BALCONIES ARE .��,,��...��C / � z,. _ LEGEND CONSTRUCTED WITH HEAVY TIMBER ��.�'� '•.Yo .� � .�� ` � 1 0 :o SEE ROOF PLAN, SHEET A2.13C FOR AT11C i a dell :* � � �.� . � *� 1 HR WALL ��-HR�1-HA�1 HR�1•HR�1-HR� DRAFT STOP LOCAIIONS AT BUILDING �C�. :: �-2o�g ::,� � f �� ; ,o � ? � .. � �� * �� 2 HR WALL IIIIIII I II IIIII111111111111111111111111111111 ��`�;SF��PR��\�4' = � �� '��`� �` 4 HR WALL �I�I�I�I�I�I�I� SEE ELECTRICAL DRAWINGS FOR FIRE ALARM SYSTEM � �' ,�-, . �� .� � BUILDING EGRESS PATH � � � � ■ � �L► SEE FLOOR PLAN SHEETS FOR FlRE EXIINGUISHER 1� ♦ �� CABINET LOCATIONS. 1� -� PROJECT N0: 0210 � �f � w.� — � �� NOTE: OPEN STAIR CONSTRUCTION COI�PLIES WITH � FIRE ALARM � " � � � � � . ' � ' �� 2000 IBC DATE dune 10, 2003 �, CONTROL PANEL � �. � ' � �€ �ft • if1 N Nfi� III Itl € . � ��—�� FLOOR ASSEMBLIES BETWEEN UNITS TO BE ONE DRAWING N0.• ` `..�.`�`.�°""`°`°�--_ (1)-HOUR ' ' _ ' ' ' ' TYPE 5-1HR. CONST -W/ 2-HR. FIRE � � BUILDING C LEVEL TWO PLAN 3 BUILDING C PARKING LEVEL P3 PLAN RESISIIVE ROOF AND WALL CONSTRUCTION AO 6 SCALE: 1'=40'-0" AO 6 SCALE: 1'=40'-0' AT THIS LOCATION ° � � � --�- � 1) p r ., � � � DEMOLITION NOTES � LEGEND PROTECTING EXISTING VEGETATION ' 1. INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD 4. THE G.C. IS RESPONSIBLE FOR LOCATING AND VERIFYING THE 10. UPON THE FINDING OF ANY ARCHEOLOGICAL ITEMS STOP TEMPORARY TREE & SHRUB PROTECTION 1. INSTALL LATH WHITE SNOW FENCE 4' HIGH WITH 6' STEEL SUPPORT POSTS SPACED 8' ON CENTER AT LOCA110N SHOWN ON ' 0 D E L L A R C H I T E C T S, r.c. TO EXISITNG CONDITIONS OF CONSTRUCTION IS PROVIDED FOR EXTENT OF EXISIING SYSTEMS AND IS RESPONSIBLE FOR WORK AND CONTACT THE ARCHITECT. ARCHITECTUR6 PLANNIHC INTER10R3 FENCING PLAN. TAKE CARE TO AVOID TREE ROOTS WHEN INSTALLING THE STEEL FENCE SUPPORTS. THE CONVENIENCE OF THE GENERAL CONTRACTOR IN ACCOMMODATING ANY SYSTEMS AFFECTED BY NEW WORK SO 2 TAKE CARE TO PROTECT ALL TREE ROOT SYSTEMS FROM DAMAGE DUE TO NOXIOUS MATERIALS CAUSED BY RUNOFF OR 32065 CasUe Caut,��te,�, Eoergreen,Cdarodo 80439 EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO THAT ALL CODE REQUIREMENTS ARE SATISFIED. 11. CONTACT OWNER BEFORE ANY DEMOLITION IN ORDER Tde�hanz 30J6105980 Facsimle 3036107162 EXISTING TREE & SHRUB PROTEC110N ZONES SPILLAGE WHILE MIXING, PLACING, OR STORING CONSTRUCTION MATERIALS. PROTECT ROOT SYSTEMS FROM FLOODING, ERODING OR PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF DETERMINE ITEMS TO BE SALVAGED AND RETAINED BY �,�9ht Ths dceume�t is��nstrument af sances,ond as such remams 1he propaty of the Archded Permissian fa use o(ihis doamenl�s Cmited EXCESSIVE YVETTING. SUCH EXISITING CONDITIONS. THE ARCHITECT CANNOT AND 5. RE: SPECIFlCATIONS FOR ADDITIONAL REQUIREI�ENTS. OWNER. and cm be atended onlybyagreement with Oddl Architais,PC 3. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL WITHIN THE DRIP LINE OF RETAINED TREES. DOES NOT GUARANTEE THE ACCURACY OF ANY SUCH 6• THE ARCHITECT DISCLAIMS ANY RESPONSIBILITY AND/OR 4. DO NOT PERMIT VEHICLES OR FOOT TRAFFIC WITHIN THE PROTECTED ZONE; PREVENT COMPACTION OVER ROOT SYSTEMS. INFORMATION AND ASSUMES NO LIABILITY THEREFORE. ALL KNOWLEDGE OF ASBESTOS IN THE BUILDING OR DISPOSAL OF TREES TO BE RETAINED (88) QIMENSIONS ARE TO BE CONFIRMED PRIOR TO CONSTRUCTION. ASBESTOS. REFER TO THE BUILDING E.P.A. REPORT WHICH NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE CAN BE PROVIDED BY THE OWNER UPON REQUEST. �� PROCEEDING WITH CONSTRUCTION. ��° ��°...° •.��e�'° � 7. ALL DEBRIS IS TO 8E REMOVED FROM THE SITE AND ° ,°��' RETAINED TREES WITH LOCALIZED GRADING — 2. DO NOT SCALE DRAWINGS. DRAWING DIMENSIONS GOVERN. DISPOSED OF BY THE CONTRACTOR. e o `° � (BOULDERS TO BE USED TO RETAIN SOIL FROM 3. THE ARCHITECT HAS ENDEAVORED TO IDENTIFY AS 8. REFERENCE MECH. ELEC. AND PLUMB. DRAWINGS FOR r ode I o� DEMOLITION LEGEND � ' � �.20U� ° R O O T Z O N E S� — �2 2� COMPLETELY AS POSSIBLE IN THE DRAWINGS AND A D D I T I O N A L D E M O L I T I O N N O T E S A N D I N F O R M A T I O N. �i�'•eo a06:'r,� SPECIFICATIONS EXISITNG ITEMS OF EQUIPMENT AND 9, AT BUILDINGS WHICH ARE BEING DEMOLISHED AND �`ySFp"PR`u'��`�f . CONSTRUCTION THAT ARE REQUIRED TO BE REMOVED TO DISCARDED, THE G.C. MUST REMOVE ALL RELATED EXISTING � �Q r( � � � TREES WHICH EXPERIENCE REGRADING WITHIN EXISTING CONSTRUCTION TO BE DEMOLISHED ALLOW THE EXECUTION OF NEW WORK. THIS INFORMATION IS CONSTRUCTION INCLUDING ANY FOUNDATIONS, ELECTRICAL THE CRITICAL ROOT ZONE LONG TERM NOT MEANT THAT DEMOLITION IS LIMITED ONLY TO THOSE SYSTEMS, AND WASTE SYSTEMS. � SURVIVAL CANNOT BE ASSURED (9) IDENTIFIED ITEMS. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO EXECUTE DEMOLITION WORK AS REQUIRED � /� �� i �,;',�';t t TO ALLOW THE EXECUIION OF NEW WORK. � � � TREES TO BE REMOVED (343) ��'�I t��i��;� EXISTING ROADWAY AND PARKING AREAS TO BE � �_ �� ;��;�,��;E DEI�OLISHED (RE. CIVIL) o � � TREES TO REMAIN OUTSIDE THE WEST , � PROPERTY LINE (30) \��' �� TREES TO REMAIN OUTSIDE THE EAST PROPERTY LINE (6) . \ � �� — _ — — — — _ — — �— _ _ — — _ — — _ — — � — — — — — � - / / — � � � , �� , � I \ ` \ \ . -_ � ' — � ` � — � � �1 ,� _ - - - - - -" - - - � � , - - - � �.. �� I � �\ ` � �.\� � � , � — _ _ _ _ _ - - - - - - - - - -- , \ � � ' � , \ �� .� � C - - - — ' � 1 �� I � � � � � � \ � - - � � � � ` � '� _ - - - - - _ - - - ; — � � " — — _ , � �1 � . — � \ _ — - - - - - - - - - - - - _ - —� I � - - — c� ' _ _ _ _ — — _ — _ _ _ — — — _ — _ _ _ _ _ — — — / / / � / / � � f �� ti'�I f�i.y/ � I 1 \\ �� \ � \ _ _ � \ '_ _ \ � � ` \ \ \� \ \ \ � � \ �� — � � " � � � � � � � � � � \ O � � O — — � — � � � , � � / � /' � .� \ � � . � � � � — — . � \ � � � � — — — — _ — — — -" � � ^ �� , \ �� \ � ' \ \ � � � — � � . � � \ � � � � � �� p�7 ' / / � / � \ \ � . \ � \ � ' .� \ — � � ' _ pJ�o —.._ - - - - - - - - - - i / � � \/ y/ / ,�, \ \ \ \ �\ \ \ \ _ \ \ _ \ \ \ _ — — — — — — — � � � � � / �'�� .� � \ � \ � � \ \ \ \ [ ■ , � � V � � y � � � \ � � � � \ � \ \ � — _ � _ � \ \ � � r� O •C� — � - - - - _ _ _ — � / � � � _ � _ _ - - - - - - - - - - - - - - i � � i �'�� / � �W—W/ / � a�, � \ � \ \ � � \ � � . �. � \ �\� ; - - - - - - -'\ . � � � � � � . � \ — � � \ � , ' � � / d ` � \ � � � � ��/ � � ' \ � \ - - - \ w1 i�l � ' � � � i y — � \ :, � � � � � \ � - - �� i — � � �' f � _- � � � -- - - -- - - - - - - - - - -_ � � � /� (-�f \ �, � \ � �\ � � � \ \ � \ � \ � � _ \ \ Y/ •� _ � � i — _ � ,,( 'r f / y� \; \ � � � � � � � � \ \ \ � � � � �w' � � - - - - - - - — '- � ' � � ' i � " � —..,,,-" d� � . � \ . \ � \ � \ . � � _ _ � \ ` ` _ � � \ ' \ \ � \ \ V/ O - - - - - / / � i ' ' ' � / / / � ` — _ _ - - - - - -- - � / � / `/ �1 � � . . \ � \ � \ \ � \ \ \ � \ \ � � - - ��lC� � \ � \\ \ � � \ �� _ _ _- - \ \ � \� A � � � � � / vI � \ \ � \ \ �0 � \ � � \ / / � / / / / / � / / \ \ . / � / /W/ . \ � \ 1 1 . 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DRAWING NO.: � - � `` � - ' , ARCHITECTURAL SITE PLAN 0 4� 8� 2�0 A10 SCALE 1°=40'-0" • � Y � � k�. : � 1 � � � - - - - - -— - -- - - 1 � � �d 11 GENERAL NOTES LEGEND ' ODELL ARCHITECTS, P.C. ARCHITECTUR6 PLANNING INTERIOR3 32065 Castle Cour1,Suiie 150, E�ergreen,Cdarodo 811439 Tde�hoo� 303 670 5980 Facsimle 303 610 7162 1. DEBRIS HANDLING: THE DEMOLITION REQUIRED FOR THIS PROJECT WILL RESULT IN AN AMOUNT OF DEBRIS. THE 5. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND OR DESIGN 10. THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON EXTERIOR SITE LIGHTING; �,�ti Ths dceument�s an mstmment of sernces,ond as such remmns / RE: ELECTRICAL FOR FIXTURE DETAILS �e pa�em 6eheztended mlybyagreernetwth�Oddl Arrhitects,lP�lmled DEBRIS SHALL NOT ACCUMULATE IN THE BUILDINGS OR AT THE POINT OF COLLECTION. IN ADDITfON, THE DEBRIS SHALL INTENT, THE CONTRACTOR / SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO THE DRAWINGS OF ANOTHER DISCIPLINE IT IS THE BE RESTRAINED AT ALL T1MES THIS WILL REQUIRE COVERED DEBRIS CONTAINERS. THE DEBRIS SHALL BE LEGALLY ARCHITECT PRIOR TO SUBMITTAL OF PROPOSALS AND PROCEEDING WITH ANY WORK. CONTRACTOR / SUB-CONTRACTORS'S RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL TRANSPORTED FROM THE SITE AND DISPOSED OF IN AN APPROPRIATE AREA. AT ALL TIMES, THE CONTRACTOR / SUB-CONTRACTORS, TRADES, AND/ OR SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE SUB-CONTRACTORS SHALL VIGOROUSLY CONTROL THE DEBRIS AND DUST AND PROTECT THE LIVING UNIT AND THE 6. CONTRACTOR / SUB-CONTRACTORS SHALL PRESERVE AND PROTECT ALL EXISTING CONSTRUCTION, FIXTURES, AND COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS. ADJACENT SPACES FROM ANY DAMAGE. IT IS RECOGNIZED THAT SOME EFFECT OF THESE OPERAIIONS WILL OCCUR AT FINISHES NOT INDICATED FOR DEMOLITION IN THE CONTRACT DOCUMENTS. REPAIR OR REPLACE ANY DAMAGE OCCURRING � � THE ADJACENT SPACES. THE CONTRACTOR / SUB-CONTRACTORS SHALL MAKE ALL EFFORTS TO KEEP THESE EFFECTS TO EXISIING FINISHES REQUIRED TO REMAIN, AT NO ADDITIONAL COST TO OWNER. 11. INFORMATION PROVIDED FOR DEMOLITION TO MAKE WAY FOR NEW WORK IS PROVIDED FOR THE CONVENIENCE OF THE AT A MINIMUM AND HE SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES OR JUDGMENTS IN CONNECTION WITH SUCH G.C. IT IS THE G.C.'S RESPONSIBILITY TO EXECUTE DEMOLITION WORK AS REQUIRED TO ALLOW NEW WORK TO BE CONCRETE WALK, RE: CIVIL. ALL OTHER ��`'� INSTALLED. �,�'/' COVGHI,IN 8L COMPA:VY INC. EFFECTS. 7. CONTRACTOR / SUB-CONTRACTORS SHALL BE KNOWLEDGEABLE OF THIS INFORMATION, COORDINATE THIS WALK CRUSHER FINES, U.N.O. INFORMATION WITH ALL CONSTRUCTION DOCUMENTS, FIELD VERIFY ALL EXISTING CONDITIONS EFFECTED BY THIS WORK, 2. UNFORESEEN CONDITIONS: SHOULD ANY CONDITION ARISE WHICH WOULD NOT NORMALLY BE ANTICIPATED, OR AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THESE DOCUMENTS WITH OTHER DOCUMENTS AND FIELD CONDITIONS 12. THE INFORMATION CONTAINED IN THESE DRAWINGS DOES NOT RELEASE THE GENERAL CONTRACTOR FROM THE � SHOULD ANY CONDITION BE UNCOVERED WHICH DOES NOT MATCH THE CONTRACT DOCUMENTS, IMMEDIATELY NOl1FY THE PRIOR TO SUBMITTING A PROPOSAL. BY SUBMITTING THE PROPOSAL FOR THIS WORK, CONTRACTOR / SUB-CONTRACTORS RESPONSIBILITY OF VERIFYING FIELD CONDITIONS. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE ACCURATE ARCHITECT FOR DIRECTION. ACKNOWLEDGES THAT THE SITE HAS BEEN INSPECTED AND ALL EXISTING CONDITIONS HAVE BEEN CONSIDERED AND REPRESENTATION OF EXISTING CONDITIONS INCLUDED IN THE PROPOSAL. � 3. THE CONTRACTOR / SUB-CONTRACTORS WARRANTS TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT FURNISHED 13. FIELD VERIFICATION OF EXISTING CONDITIONS RELATED TO SPECIFIC PORTIONS OF WORK SHALL BE UNDERTAKEN IN UNDER THIS CONTRACT WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, 8. THE ARCHITECTURAL DRAWINGS ARE INTENDED TO ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND ADVANCE TO ALLOW FOR TIMELY IDENTIFICATION OF CONDITIONS THAT MAY AFFECT OR BE AFFECTED BY NEW WORK. � FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AND GENERALLY ACCEPTED EXACT LOCATION OF ALL EXPOSED WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON ANY CONFLICTS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY INDUSTRY-WIDE STANDARDS ALL WORK NOT CONFORMING TO THESE REQUIREMENTS, INCLUDING SUBSIITUTIONS NOT DRAWINGS OF OTHER DISCIPLINES. LOCATIONS SHOWN ON OTHER DRAWINGS ARE SCHEMATIC, UNLESS OTHERWISE NOTED. � PROPERLY APPROVED AND AUTHORIZED, MAY BE CONSIDERED DEFECTIVE. IF REQUIRED, THE CONTRACTOR / THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER THE DRAWINGS OF OTHER DISCIPLINES FOR THE FINISHED 14. ASBESTOS LOCATION AND ABATEMENT: THESE PLANS AND SPECIFICATIONS DO NOT CONTAIN INFORMATION FROM o � SUB-CONTRACTORS SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND APPEARANCE AND EXACT LOCATION OF EACH EXPOSED PART OF THE WORK. WHICH ASBESTOS MAY BE LOCATED NOR HAVE THEY BEEN PREPARED IN CONTEMPLAIION OF ASBESTOS REMOVAL. � EQUIPMENT. BEFORE ANY WORK IS UNDERTAKEN, THE CONTRACTOR SHALL BECOME AWARE OF ANY ASBESTOS AND ABATEMENT � 9. THESE DRAWINGS ARE BASED IN PART•ON OWNER-PROVIDED EXISTING DRAWINGS AND LIMITED FIELD VERIFICATION. PROCEDURES. THE ARCHITECT UNDERTAKES NO RESPONSIBILITY TO PROVIDE SUCH INFORMAIION AND THE CONTRACTOR 4. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE, AS A MINIMUM STANDARD, THE CONTRACTOR / SUB-CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND DISCREPANCIES SHALL CONTACT THE OWNER DIRECTLY WITH RESPECT TO ASBESTOS LOCAIION AND ABATEMENT. O WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES OF ALL AUTHORITIES HAVING JURISDICTION. CONTRACTOR BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. / SUB-CONTRACTORS SHALL GIVE ALL NOTICES, SECURE ALL PERMITS, AND COMPLY WITH ALL LAWS, ORDINANCES, 15. GENERAL CONIRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. � �� HAZARD MIIIGATION WALL NOW TRANSFORMER AND PHONE/CABLE HAZARD MITIGATION � � � - � INCORPORATED INTO WALL OF BUILDING 'A', PEDESTAL LOCATIONS, RE: 4/A1.3, HAZARD MITIGA110N WALL APPROXIMATE LINE OF EDGE OF BUILDING FOUNDATION BOULDER WALL RAILROAD TlE BERMS AROUND � � •'�-� CIVIL, ELECTRICAL INCORPORATED INTO WALL 40� SLOPE WALL, RE: CIVIL, � ._, � p RE. CIVIL, STRUCTURAL STRUCTURAL (BUILDING C SHALL NOT ENCROACH TYP. RE: CIVIL STAIRS, RE: CIVIL REC AREA p.,, � . 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MPRp ROqD 82,0 � ° .,, .� , . ` :: . �£ . � M f TONWOODS AND N T COT :r � XISTING S E s �. • I R , : . : , E �� _ 5 ,; SHEET CONTENTS: IN RE: L01 t I 0 REMA A ASPEN T � _....::_ . , , .2 � WOOD FENCE AT ARCHITECTURAL SITE 3 8�� g22p � ` 1 Al2 STAIR 820 ¢o qR � ` � � I❑ PLAYGROUND RE: 1/A1.2 DEVELOPMENT PLAN A�z T��R ' �� ry�° � � �N�ERSTA 2 RETAINING Wq�LS, 8 CRUSHER � CONCRE " � � HIG�AY � BIKE At 2 , 8210 ,,J w MSE, TYp, CONCRETE BIKE FlNES PATH � �� PA�, RE: CIVIL � �� , PATH, RE• CIVIL a BOULDER WALLS, �yp, RAILROAD TIE BIKE RE• '��' 8208 RE CIVIL STAIRS, TYp, LANDS ACK — SCORED CONCRETE �qpE �,! � EXISIING ASPENS TO oF ca ENTRY PLAZA/BUS RE: CIVIL?? / STOP � REMAIN, RE• 1/A1.0 '� •••'""��' '• � � � :'� ��ti LANDSCAPE ,�o� '� , � `�;' m ; "BUFFER° AREA � ' }� ' :� RE: LANDSCAPE �°� BOULDER WALL, TYP. _ �-2os� � � � � RE: CIVIL �� •�'� o c�•••. ,.•,��, MONUMENT SIGN � �°'� ��sFO'"PRC�, �� PARKING AND TRANSFORMER LOCATIB , TURNAROUND, RE: RE: ELECTRICAL CIVIL, LANDSCAPE PROJECT NO• o2to DAlE June 10, 2003 � DRAWING N0: � � � , ARCHITECTURAL SITE PLAN 0 40 80 200 n,.o scn�: ,•=40'-0• • � � � — 3 � � -- � � � � _ 12 4'-2 1/2" � 6 06200-WOOD FASCIA, 2x, PAINTED, TYP ' 8235'-41/2' ODELL ARCHITECTS, P.C. � n � n i d a n i n i n e n � n ARCHITECTURH PLANNINC INTBRIOR9 -0 4-3 -0 3-10 -0 5-2 -0 5-10 5'-6" 4 6T@ 11°EA 06100-WOOD SIDING � � 32oss casee ca�rt,s�te�so, Evergreen,Cdorodo 80439 ��, V—GROO� � ' Tde�hon� 303670598� FaaimBe 303670.1162 n i n n i n o 0720�-CEMENTITlOUS STUCCO� i ` � � 4-0 4-0 iW 8238-10� TW 8234�-5 1/4� TW 8232�-1" 1W 8225'-5 1/4" iW 8222'-1 3/4� HEAVY TEXTURE copyriynt Ths dceument us an mstrument of sernces,ond�such remoins BW 8233-5� BW 8229�-5" BW 8227�-1� TW 8220�-2� iW 8213'-6" 06100-PREFABRICATED CMU ihe property af the Archdeci Permissian la use o(11us doamenl us Cmited 6235�-5� o W�� $S � ` . o and cm 6e eztended anly by agreement with Oddl Archdais,P G � i "v> � o0 N cD !� ° 8240'-8" � � • _ ` ' ' � - � � 7R 42 a o 04200-SPLIT FACE CMU � . . � ¢ ° � ° � ° � � ' ' 6" PIPE BOLLARD, °' ° � � ' TW 8221'-4' � CONCRETE FlLLED, N � TW SLOPED 11�I 8227'-g" TW SLOPm 05700-CORRUGATED METAL PANE �• � WITHIN STEEL FRAME, � � � , . EPDXY PAINT o � -' � o �° 19R 7•ea � 1 R� ea ;� �"�02 °-9 06100-TOPDPLATE, TREATED 9 TRASH ENCLOSURE FRONT ELEVATION 1 BAY) � �- � � I � � m m `t A�.2 SCALE. 1/4�=��—�° COl�GH1.IN&COMPA=VY INC. � 07200-STUCCO, HEAVY TW 8241-10° 8238-10'` TW SLOPED �yy 8227'- " iW SLOPm TEXTURE � 04200-8" CONCRETE ;; , � � , � , „ , � , � , � � MASONRY UNIT \ 8-8 5-0 16-6 5-4 10-1 4-D I 19T� 11"EA 11T� 11"EA 03300-4° CONCRETE SLAB ON GRADE 04200-8" CONCRETE � , , , MASDNRY UNIT � — — — � - - x- - - I o � , � - - - - - - � SPLIT fACE C�IU & r— I I � 1/8'/ FT SLOPE CMU I � „ EXTERIOR STAIR PLAN AT BUILDING A • r a , . � , d ° • � � • .�, i � ; i Al2 SCALE 1/4"-1'-0" — — o�o a�o �o�o o�o 0 0�0�0 0 �o�a o�o 0 0�0 0�0�0�0 �o �o�o� �o�o �o� � O 1=111=11 = �o �_ �° _ ° � � �_��e�� o � I � ° ��` ��. �� I III—III—°�° ° ° °$° 111=111=111=111=111=111=111=111=111=111—III—III °�°$°°°°�° �°° III I I �- �°��o o�� °�� °�� I I � 1=1 I 1=1 I I o��o o��I 1=1 I 1=1 I 1=1 I 1=1 I I—I I I—I I I—I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I $�� o I I I I I TRASH I � I11=1II—I �� o I II-111=111-111=1I1=1I1=111=111=1I1=111=111=111= �� —I II � �. � � I I I I I I I i I I I I I I�o o ��o ��` °�°°��° � �a o o�a �� o�o�o � �o�o�o � I � I ��a a�g� �� -�� LJNE OF FOOTING I I I—I I I � oo�� o�� o�� BELOW � � � � � ��o �� . o �� —��—�� o �° �� I�� °o�° �°�� o°�� I �- - - - - ` ��— � I � , ��—��—� °o° e� ° � � � �� o�a —1 I 1-1 I I � � �� —��—�� e „ - - - - - - - - - _ � � � � ` 6�—9�� I I I—I I I .' � ° ' • 4z4 S1EEL TUBE � � `�'� ` ��_��—�� a ' � � � � � � rl Q� -� � � � ` 6" PIPE ` ` � .� � O ` ` � � BOLLARD;CONCRETE ` a24a'-$" � � o TRASH ENCLOSURE SECTION 8° ' — ;';=_ , $� FlLLED, n�. � �'-' ,� � � � � -------- i TW 8238'-10. � / '-2 � — nt z sca�• �/2'=�'—o' — — � � �1 O _ - -_ � � � , , � � I �o�' � �—, � �— , �� B238-4 � - � � � � � � ^ � �---------- ---------J � � �1 i •rl — -------j I I / � ` � � � O � � �� ------- -� 8235�-4• � � , . � _ °�°T A E PL N 1 BAY Q; � � �� . , . � Al2 SCALE: 1 4=1-0 ---------i i i TW 8234-5 1/4 ^ O L----------I — --------1—� I �-1 i� � L�� BW 8233'-5' r � � �--� �� i i �_ i i � i -----�-�-i i TW 8232'-1" 7'-10° 2�-4" 8232�-0" � i i L-�i i � I i i �_ i , I i i i 4--, _,BW 8229'-5' � � I � i i � L—L_ �� 1W 8225'-5 1/4" � � II I I -- ----L� I N � i i i i r� i ' � � i i i i I � � � � � L i�' TW 8227�-3� � I I I I � � �--—� I i i i i i I �_� 04400-BUFFiIW/ SLOPED TOpCAP, � I I � � � � �---� � i i i i i i �_, - 06100-6x6 CEDAR TIMBER �� ( � � � � I I �-- �-- — i i i i � � BW 8227'-1' i , . 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I i i �_________ 03300-CONCRETE FOUNDATION , _ - ---------� I i i i i i i i i i i i _s- o a ` ° _ i i i i i i i i i i i i �, �� • I � � � � � � � � � � � � r_ � � � � � Ch� I d ren s arden - - i i � � i i i i i i i J i � ° a � �, DRAWN BY EMS i i i i i i i i i i i �- i _� a a _� _ - - I I I I I � � 1 I I �—� r—J � p a ea o _ — � � • �- CHECKED BY i i i i i i i i i i �� - I � � � � i i � � � BW 8213�-6' i �� Learn n Center 8213�-s• T.O. CONCRETE � � ; ; � � � � � �r � , � �„ � �--�---- —L--1----- �—J----- 1--L---- L—J— i 2-2� �, IS �, 9 1 D r----- � r---- T---- � r---- � r---- ----� � � 7��` - - _ - REVISIONS. EL. 8213 -6 � � � � � � � � � �_� _ _ _ _ _ _ _ _ _ _ _ � � � � � � � � � 0 �� _ L____________J L____________1____________J L____________J L_____—______J O — I _ - - - - _ - - - - - - = No. Descnpfon Date � 2'-4" Q �0'-2" � � � � � EXTERIOR STAIR ELEVATION AT BUILDING A 6 MONUMENT SIGN SECTIONS 5 MONUMENT SIGN PLAN & ELEVATION � .. 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E — � I - - - - - - - � ISSUE RECORD No Descnptian Date 4 PLAZA DIMENSIONS @ BUILDING C - � COORDSfT .i�, �j ��; • A1.3 JI.ALt' 1�t3=1—U � 2 DE51GN REVIEW SUBMITTAL Feb 10, 2003 3 DESIGN REVIEW SUBMITTAL i�ar. 24, 2003 4 PRICING SET April 03, 2003 5 PERI�IT SET June 10, 2003 " '_8° 3'-0" '-fi" TO SLAB 8213 35'� SHEET CONTENTS. � 1RAN FOR�IER PAD ' 82135, SITE AND RANCES 13'-51/2" g�_g° � ' TOW PLANTER DETAILS (RE. ECIRICAL — — — — — — — — — - PLANTER WALL AREA E - - - - - 8252 4' •8248 9 O n ' -I o \ � ��,g 1�2 � � � � � I PLANTER � d `_, � � ��RB �4200-SPLIT FACE CMU � ��9 . CNR� N �, "' c� � p- � _i 12�_p^ � � CONCREiE PAD, RE AREA g246 4• � � / O� � � BUILDING A �� CO � � � a�L BUILDING A WALL,RRESTRUCT N MSE WALL ��' AREA�R $OW 5 - ° d ' c� �o�e000�mese �� s°� •••• _ 4'-0"�— — — — — — — — — — — W/HANDRAIL v, PLANTER 109' •109' ' �o � e � S 8 RE CIVIL � • �a d d el� e� � ' " TOW b-200° o MIN AREA * ' 8213 5' d � � ° Z PLANTER WALL „ OoA e``!J �` CRUSHER FlNES � d- � � ° _ �i�o ��,�' , PATH AND DRIVEWAY _ u � • �F • '�` r� 35-10 6-0 t �L�°�•o,,.•.^•°�:��-- EVERGREfN TREES ° (RE: LANDSCAPE) , g-5�I� �,� "Fp P�ZG` -.�"` 2" �`'�� 1 825016� F° 1`t'2�� s �� TELEPHONE AND � „ D3300-GRADEE SCORED AS SHOWN �� CABLE PEDESTALS � �/ � EDGE OF � 6_�0 ' (RE: CIVIL, NATIVE GRASS �IIX BUILDING A ELECTRICAL) __,_ (RE LANDSCAPE) 8246 46• °' * � 4v PROJECT NO• 0210 SHRUBS FOR �� E� � 4 EQ SCREENING(RE �'-4* DATE June 10, 2003 �' LANDSCAPE) DRAWING NO.: ` 3 TRANSFORMER AND LANDSCAPING AT BUILDING C z NORTH PLANTER @ BLDG A , SOUTH PLANTER AND SCORED CONCRETE @ BLDG A A1.3 SCALE. 1/8'=1'-0' RE. 1/L02, ELECTRICAL A13 SCALE. 1/8'=1'-0' A13 SCALE. 1/8'=1'-0' • � � � � - - - ; � - - - - - - -- - - -- - - - - __ _ ___ � , f , { � 4 • ODELL ARCHITECTS, P C. Aacs�rscrosa Pcsa��xc IKrsa�oss 32065 Castle Carl,Sude 150, Evergreen,Colaodo 8w39 Td�lmne 301670.5980 Fammle 303.610.Afi2 Coprghl Tha document�s an mtrumeM ol saNCa,and os aidi remons Urc prapaly oi the kehitat Pamrnm fa ux ot ihx doammt a fmiled md cm be alaided mlp br ogeenml�ilh Oddl Arciatxtr,P.C. GENERAL N�TES 1 ALL CONSTRUCTION SHALL MEET OR EXCEED TOWN OF VAIL STANDARDS, AND BE SUBJECT TO OBSERVATION BY TOWN OF L E G E N D � VAIL REPRESENTATIVES_ A COPY OF TOWN OF VAIL STANDARDS MUST BE OBTAINED BY THE CONTRACTOR. EXISTING PROPOSED 2 PROVIDE DEWATERING FOR GROUND WATER ENCOUNTERED DURING EXCAVATION AND TRENCHING_ CONSTRUCTION DEWATERING PERMITS ARE REQUIRED AND MUST BE OBTAINED BY THE CaNTRACTOR IF GROUND WATER IS ENCOUNTERED_ E)CISIING PROPOSEO DEWATERING IS CONSIDERED A PART OF THE WORK NOTIFY OWNER AND ENGINEER IF GROUNDWATER IS ENCOUNTERED - - - -��-- - - - MINOR CONTOUR 136 � GATE VALVE N pEqK LAND CONSULTANTS,NC. REFER TO GEOTECHNICAL STUDY FOR MORE INFORMATION. q-� 3 NOTIFY OWNER AND ENGINEER IF NEED ARISES TO PERFORM WORK OUTSIDE OF PROPERTY DO NOT PROCEED WITH WORK ._ - - �r��- - - - FlRE HYDRANT MAJOR CONTOUR 140 �r PEAK CML ENdN�RNG,INC UNTIL PERMISSION IS OBTAINED. - - - - PROPERTY LINE - - - - � WATER MANHOLE � �� F�� 1000 LpMB i�QE LOOP VAB�00 81857 4. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES THE --------------- EDGE OF PAVEMENT �"a IRRIGATION VALVE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION ZONE TRAFFIC CONTROL. '-------------- ASPHALT SIDEWALK Q SEWER MANHOLE Q 5. OBSERVATIONS OF THE WORK IN PROGRESS AND ON-SITE VISITS BY THE ENGINEER ARE NOT TO BE CONSTRUED AS A --------------- GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES_ --------------- CONCRETE SIDEWALK . ' a • � ELECTRIC MANHOLE E� --------------- ,.:. 6 SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT STORM DRAIN MANHOLE Q � THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO 25' CURB AND GUTTER 7- CONTRACTOR IS RESPONSIBLE FaR THE COORDINATION OF AlL WORK SHOWN °BY QTHERS° WHICH INCLUDES BUT IS NOT - - CENTER LINE - _ OO PHONE MANHOLE QP LIMITED TO INSTALLATION OF UTILITY COMPANIES FACILITIES. 8 CONTRACTOR SHALL OBTAIN AT HIS EXPENSE ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING, WHICH ARE NECESSARY —W W W— WETLANDS �TPS TEST PIT �— TO PERFORM THE PROPOSED WORK, INCLUDING SOILS AND COMPACTION TESTING COPIES OF ALL PERMITS, INSPECTIONS, � CATCH BASIN, CURB INLET Q � AND MATERIALS TESTING RESULTS ARE TO BE SUPPLIED TO THE OWNER, AND ENGINEER A5 SOON AS PRACTICAL. TREELINE OR FIELD INLET 9. THE CONTRACTOR SHALL MINIMIZE ALL OFF SITE SOIL TRACKING ALL SOIL TRACKED OFF SITE SHALL BE IMMEDIATELY VICINITY MAP STRUCTURAL � TRANSFORMER �T � CLEANED UP TO THE SATISFACTION OF THE ENGINEER AND/OR THE TOWN OF VAIL RETAINING WALL O 10 ALL EXCAVATIONS FOR UTILITY LINES, CULVERTS, TRENCHES, OR TUNNELS SHALL MEET THE REQUIREMENTS OF THE m�� N. TELEPHONE & m�� BOULDER RETAINWG WALL C�.�� ELECTRIC PEDESTALS OCCUPATIONAL SAFETY AND HEALTH AQMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, COLORADO DIVISION OF � MINES, OR THE COLORADO DEPARTMENT OF TRANSPORTATION, WHICHEVER APPLIES � f��, j � ' � � � f � �i� � TOWNSHIP 5 SOUTH sEw sEw SANITARY SEWER SEWER � UTILITY POLE �� 11. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS AND IRRIGATION FACILITIES DURING CONSTRUCTION AS j } t � s � d � F SEC s SEC s SEC 5 ... ... NECESSARY TO PROTECT ROADS AND PROPERTY, AND PROVIDE CONTINUOUS IRRIGATION SERVICE. "� " � waT war WATER MAIN W -� SIGN � 12 THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION �, ' t + ( , �`�-----^�...,..�! � ,s`'� cns cas UNDERGROUND GAS •••—G—••• � STREET LIGHT � CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR { � ; �� W�� *�,�.-- ELE ELE UNDERGROUND ELECTRIC —• — •—E— ' —' — � SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND � + ,r CROSSWALK �� RESPONSE PROCEDURES PRIOR TO ANY ACTIVIIIES AT THE PROJECT SITE ---�-----� � �"�"""�" a UNOERGROUND TEl.EPHONE—•— • —P— • — • — � 13 THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR � f� � � SE��4 SEC 6 � a UNDERGROUND CABLE N— •— • —'ry— •— •— CURB RAMP L� DISCREPANCIES IN PLANS, FIELD STAKING, OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE �_, �= � � � � I"� �J�� I .. � ENGINEER IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN � `° JOINT UT1LITY TRENCH " RISK. � SILT FENCE —dl dI — �"o � ^'- ��V-� � LO C A TI 0 N N UNDERGROUND ELECTRIC, E/P/N � •N � PHONE, & CABLE TV �� 14. DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR AND on� � 1 �,, � _ STRAW BALE DIKE SBD � � CONSIDERED PART OF THE WORK. ' R� ---�"; j � ` Z � — • ' — • • — • • — STREAM/FLOWLINE — • • — • • — ' ' — ' —^ (n O r 15. REFER TO GEOTECHNICAL ENGINEERING STUDY BY KOECHLEIN CONSULTING ENGINEERS, INC FOR PAVEMENT SECTIONS AND � i � f r � ,,,i � � �82o�C SPOT ELEVATION 08.4� � LL. - � Z STORM DRAIN � COMPACTION REQUIREMENTS. PARKING AREAS, AND ROADWAY AREAS MUST BE CONSTRUCTED ACCORDING TO � � � � ''�"� � � � n n n SLOPE (� �Q� � � " REQUIREMENTS IN KOECHLEIN ENGINEERS REPORT, AND TOWN OF VAIL STANDARDS ALL WORK IN THE CDOT RIGHT OF � - -----._.i _ GUARD RAIL j� O Q� O Y-�`" � --_____......�._______.._......_ ----,�-------�---___--- , --------,--...____ �\�.�. � WAY MUST BE CONSTRUCTED PER CDOT STANDARDS AND SPECIFICATIONS f � � ' � i � EVERGREEN TREE � _ & 303016 CONSTRUCTION PLANS FOR ALL �.-_� ! ��T"""�"'u--�_-�------�-.- � "''� %/�� — � 16 REFER TO CDOT MIDDLE CREEK HOUSING ACCESS PERMIT NOS. 303014, 303015, � -��_��, �� ,,, i �,� Q WORK IN THE CDOT RIGHT OF WAY ALL WORK FOR N FRONTAGE ROAD ACCEL/DECEL LANES AND WORK IN THE CDOT ' 1 �,�o�' � `~�,, € ��`�� ROW TO BE PER APPROVED CDOT CONSTRUCTION PLANS. THESE PLANS SHALL NOT BE USED FOR WORK IN THE CDOT � t '' � DECIDUOUS TREE /r �� U ROW y i ��_�._..___..._. __._.,-- ," �.��.j`�' �� O � 17. NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCIES ARE SUSPECTED IN TOPOGRAPHY AS DEPICTED HEREIN. ,f�------�"' �~�� ! GRAND d1NCTION � � F "'�� _ -I-J ,—_ 18 THE CONTRACTOR MUST INSTALL AND MAINTAIN EROSION CONTROL FACILITIES PER THE STORMWATER MANAGEMENT PLAN ' 140 MILES � � `� � # � j � � ADDITIONAL EROSION CONTROL MAY BE REQUIRED DEPENDING ON SITE CONDITIONS AND WEATHER AND IS CONSIDERED A N T E ; PART OF THE WORK. � p y R S T q T �--�_-----°--- � ---°.� Q� Q � 19. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORMWATER CONSTRUCTION DISCHARGE PERMIT, ESTABLISHING FINAL P�� s! � E � �' E � p � '' R��"c �`, C STABILIZATION OF THE SITE AND SUBMITTING AN INACTIVATION NOTICE PER THE REQUIREMENTS OF THE STORMWATER R 5� i� � � { j t j � � �" ~ '`ti � G CONSTRUCTION DISCHARGE PERMIT. �c E W ;; s } �; � � 20 STAGING AREA LOCAl10N TO BE DETERMINED BY CONTRACTOR WITH COORDINATION AND APPROVAL BY OWNER AND �N � i`i"�r V�+v ��,7f% 10p fN�R A�� CR 'y v� '� ENGINEER ALL CONSTRUCTION EQUIPMENT, FUEL►NG TANKS, FIELD OFFICE, MATERIALS STAGING, ETC. SHALL BE LOCATED � { EAST LIflNSHEAD GRCLE ,� M/(fS EfK Rpq� WITHIN THE LIMITS OF THE STAGING AREA. � � t ' j � , 1 W -��iw._----� �__..t"'".� `r i i ! �O ".� i p"_' a_.._�.__._��a ..,,� t i ;j J F�` � 21 ALL PROPOSED CONSTRUCTION AND DISTURBANCE IN WETLAND AREAS MUST BE APPROVED BY ISSUANCE OF A PERMIT � ty t �t r�---�� ' ! � �� ~L��`"'°`°-'-- FROM THE ARMY CORPS OF ENGINEERS. �s �� s 1 �� `_.-�•--�"'`�` �-� °�"t-�.., ,� : �``t � ; sEC s sEC 5 S � ^�� _ � � j �..�.w�i gE g TOWNSHIP 5 SDUTH 22 CONTRACTOR WILL BE REQUIRED TO SUBMIT TRAFFIC CONTROL PLANS TO CDOT, THE TOWN OF VAIL, AND PEAK CIVIL �� i---- � --�--� ` .----�'-°� _ � �,.� � f � � ENGINEERING PRIOR TO CONSTRUCTION CONTRACTOR WILL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL �-'`� J �q�f ,� � ; �+~ ��' ,�€ � �� '`^�.,V� WESiMEADOW DRIVE ` i � 2 3. EXISTING GRADES WITHIN THE CONSTRUCTION LIMITS WERE OBTAINED FROM FIELD VERIFIED INFORMATION, HOWEVER VARYING ` `tif� � e �,,!' i ,, 1�..._ ��`•,'i + t r f �� —�i � FEATURES MAY EXIST. �i ..,,....--•�,�� } } i_.�....,----j j='"'� �r� �,� -..�. �fcR �`,,�� _��-'"�r-',�„"�,� I � > ; � �. 24 ALL CONSTRUCTION SHALL CONFORM TO MUNICIPAL OR DISTRICT STANDARDS AND SPECIFICATIONS AND BE SUBJECT TO �� ' "" + � s ��s . '-� fF�` �"' '' '� % � " ;� Y �~l� � : �` P Y f A r � C�NSTRUCTION OBSERVATION BY THEIR REPRESENTATIVES COPIES OF MUNICIPAL AND DISTRICT STANDARDS MUST BE i �.�1'Y �,,. `1��`f� ',.-"'� � i ; i �s`�--.„. __�._ �; ' �`'"'°Y_ t �45T MEADOW D i }�.- E CRE _ j ,� ,,.._._�. �..�., r ; ;-__..�._. '_�,...,.�_ , � _ t .� dBTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS (APPROVED BY ,. � "� � p � � •,�r.-�' r----- , ..--'" f,,,-- f ,�'' � � ' � � ` � . ,..---- .--__�'--�� -'"'�.`+, THE TOWN OF VAIL AND ERWSD) AND ONE (1) COPY OF THE APPROPRIATE SPECIFICATIONS ON THE JOB SITE AT ALL _ �.._..-�1 � �.,-�' � � , R 1 f`�-C_� i _ t /: , R DAM J �., ,ti �''��~ G K ,t;`�., TIMES. THE CONTRACTOR SHALL HAVE ONE COMPLETE SET OF CONTRACT DOCUMENTS ON THE JOB SITE AT ALL TIMES �3�-�'F�"+, `i i ;�--.�~ � � � , , BE""E t ' ' � `� ,,r �� 1.,``� � �,,,.- ;�,,,,,.� `� ■� 25, SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, LANDSCAPE, AND STRUCTURAL PLANS FOR ANY ADDITIONAL NOTES AND �✓ t � ri ` $ I / :�� ; � , i � ( rI ._�...�--,_-?---` � -�`'� ��' ` J }-� �� "'+ "`" J��%� � _, REQUIREMENTS FOR CONSTRUCTION. voResT no � " �~'-t----�-- �'�""`-' '`` '-� � ' '��' '� tr`� �' r ��'� `� � ,...�'-�" r` t � � � � r--.. ' r-'`� � �� }�t��'`;t f t� ( � f� v � i f '• �.--;' � �� " r ``y , -==..� c ` � •1` -r� 26 MAX HEIGHT QF SITE WALLS SHALL BE 6' PER TOWN OF VAIL REGULATIONS � ' ; � R f � / �,--'"� t � � , t � 1' � wi��ow� ~ �----�"'� :'�+ ` �R ' � ef f'`��'�r , � f f � � i i ,�+ � ,' j < � FOREST ROAD s � ! � j 't �� '��' � I o R� �t l?!, � S t i % I ' � r ,�..._.� � � __i...�._ } < < '' �'-' "�•�. q�Y � �` I o 27. CONTACT THE TOWN OF VAIL PUBUC WORKS DEPARTMENT FOR A SCHEDULE OF DATES, HOURS, AND ANY OTHER � � s 1 � t � g � + � ,_�..__ , ��,._„ ; r � t �t � � � � � ! i $ < < ! i ; i i � � � �+�_�� '"^-`�...� °�-- �.�.. ; 3 � W Y LIMITATIONS REGARDING CONSTRUCTION ACTIVITY WITHIN THE TOWN OF VAIL THE CONTRACTOR IS RESPONSIBLE FOR ALL € a � ' � s � %` ; f' � 4 ; � t f � � } � � i � j E � " I 1..- � `,,,_�, __ �� }----..t._..� ACTIVITIES IN CONJUCTION WITH THE CONSTRUCTION ACTIVITY. � _.�._____�.,__ _..,..._,.__._.__. ._..._._ _._._____ ___......__.... -_- . s`. � _�_ � ! `i�_��__._..r..� _..____s_-- _ _i__._.._�..._:�---.___s__�!.�.� .._l ___J._._..� �__�___'__z�...._.�.__._,._....�__ _ ' —,—_ - _ 28 THE CONTRACTOR 15 RESPONSIBLE FOR TREE PROTECTION ON THE SITE � h � �� .....i.w-~'�----, t.....�� —--..o..' ` i •..,.,�� . � � � ; �..--� ---� � M/< �'�~� , t , � �� -.e..S i_ �'^�. �' DRAWN BY: RB CHECKED BY: REMSIONS: Na Desaipi'an Date UTILITY N�TES 1 MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLOR S H E ET I N D E X 2. ALL SANITARY SEWER AND WATER LINE CONSTRUCTION FOR THE SEWER AND WATER SYSTEM SHALL CONFORM TO THE C�NTACTS EAGLE RIVER WATER AND SANITATION DISTRICT REGULATIONS AND SPECIFICATIONS AND SHALL BE ACCEPTED BY ^ ERW&SD PRIOR TO PROJECT COMPLETION IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK ASSOCIATED WITH THE SEWER AND WATER SYSTEM - 3. THE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS-BUILT D EV E LO P E R C I V I L E N G I N E E R S A R C H I T E CT G E N E RA L C 0 N T RACTO R C O. O C I VI L C O VE R S H E E T � CONDITIONS THE DRAWINGS SHALL BE PROVIDED TO PEAK CIVIL ENGINEERING, INC. AND THE OWNER UPON COMPLETION OF THIS WORK. WHERE PRACTICAL THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM COUGHLIN & COMPANY, INC. PEAK CIVIL ENGINEERING, INC. ODELL ARCHITECTS, P.C. SHAW CONSTRUCTION C� . � EXI STI N G CON DI TI 0 PHYSICAL MONUMENTS TO ALL FITTINGS� VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES ISSUE RECI�o- 4. PEAK CIVIL ENGINEERING, �r,c ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS PRIOR TO BEGINNING 140 E. 19TH AVE, SUITE 200 1000 LION'S RIDGE LOOP 32065 CASTLE COURT, SUITE 150 760 HORIZON DRIVE CZ. � SI TE P LAN ANI F R LIN ocATiotvs DENVER, CO 80203 VAIL COLORADO 81657 EVERGREEN, COLORADO 8Q439 GRAND JUNCTION, COLORADO 81506 Na Desaipt'an Dote ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMP ES 0 E L � HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL T: 303.863. 1900 T: 97�.476.8644 T: 303.670.5980 T: g7�.242.9236 ��. � SI TE P LA ELIMINATE ANY CONFLICTS WITH THESE EXISTING UTILITIES ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE r � �,3. � H O R I Z O N T,4 L C Q N TR O L P L,4 N � Coad Set Jan 23, 2IX13 BV TFJE CONTP.ACTOR_ DA�AACED UTILITIES SIaALL HE REDAIRF[l RY TIaF f`C7NTRAf TC1R AT NCl FXPFNCF Tn THF nWNFR I� . 303.863. / � oo F' ' Q7l 1 4 / t'l ll�� f� r � 3(]3_C7n_7162 F: 970.241 .5618 CONSIDERED PART OF THE WORK. MR. MIKE COUGHLIN MR. MARK TARRALL, P.E. MR. LEE MASON MR. CLARK ATKINSON � C 4. 1 G R A D I N G A N D D R A I N A G E P L A N 2 � n Revie+r Submittd F� ,o. 2� 5. ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4 5 FEET PER EAGLE RIVER WATER & SANITATION 3 Design Review Submittd Narch 24, 2003 STANDARD SPECIFICATIQNS_ � 6. ALL WATER MAINS, WATER SERVICES & HYDRANT ASSEMBLIES SHALL HAVE A MINIMUM COVER OF 7 FEET PER EAGLE C 4. 2 G R A D I N G A N D D R AI N A G E P LA N 4 PubGc Works Review �ay,9, 2�3 RIVER WATER & SANITATION STANDARD SPECIFICATIONS C�. � F 0 U N D A TI 0 N D R A I N S P L A N S PCtmi1$el J111B 10� 2003 7. THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT TIE-IN POINTS PRIOR TO CONSTRUCTfON 8. WATER LINE BENDS SHOWN ARE APPROXIMATE IN THE HORIZONTAL DIRECTION ONLY VERTICAL BENDS ARE NOT SHOWN C� . � E R O S I O N C 0 N TR 0 L P L A N THE CONTRACTOR IS WARNED THAT ADDITIONAL HORIZONTAL AND VERTICAL BENDS MAY BE REQUIRED AND ARE C�. � S E WE R P L A N A N D P R 0 F I L E CONSIDERED PART OF THE WORK. 9. PROVIDE 10' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES OR ENCASE PER COLORADO C H. � WA TE R P L A N A N D P R 0 F I L E �� DEPARTMENT OF HEALTH AND ERWSD REQUIREMENTS. P R EACH RESPECTIVE UTILITY COMPANIES SPECIFICATIONS. C.J . � S H A LLO W U TI LI TY P LA N CIVIL COVER SHE �p, ALL WORK TO THE SHALLOW UTILITY SYTEM SHALL BE E ��, IT IS THE CONTRACTORS RESPONSIBILfTY TO SCHEDULE A PRE-CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES 48 C� O. � G R A D I N G A N D D R A I N A G E D E TA I LS , HOURS PRIOR TO ANY CONSTRUCTION. MEETING SHALL TAKE PLACE WITH OWNER, ENGINEER, AND RESPECTIVE UTILTIY COMPANY i 1 �2. CONDUIT REQUIREMENTS FOR EACH SHALLOW UTILITY COMPANY SHALL BE VERIFIED PRIOR TO CONSTRUCTION C I O. � G R A D I N G A N D D R A I N A G E D E TA S C10. 3 SEWER D ETAI LS C 10. 4 WA TE R D E TA I LS �p kEGISTF QQ.••T••. 9F o.��. �,�•..o . • �:� �. UTILITY CONTACTS A:. 3'2n .:_ ' ��F �IONA`�'�� A SEWER & WATER (EAGLE RIVER WATER & SANITATION DISTRICT) — AGGIE MARTINEZ 970-476-7480 �j� _ B ELECTRIC (HOLY CROSS ENERGY) — TED HUSKEY 970-949-5892 /�'C� �- 6 - l0 -- O � C TELEPHONE (QWEST) — SCOTT CARRINGTON 970-468-6860 0 GAS (XCEL ENERGY) — KIT BOGERT 970-262-4024 E CABLE N (COMCAST) — FLOYD SALAZAR 970-949-1224 PRO�CT � 1 PEAK CIVIL ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. HE DA1� 6/10/03 SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL � BE BROUGHT TO THE ATTENTION OF PEAK CIVIL ENGINEERING, INC. SO THAT LINE OR GRADE CHANGES CAN 8E _ ORAWING N0: MADE TO ELIMINATE ANY CONFLICTS WITH THESE UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM - � DAMAGE BY THE CONTRACTOR. 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NO Descnphon Date ; j _ _` ` _ � ( Q w> q�> -�`` — -- � _ 2oss� � � -� — • � �--__ _� - , _ - - �"",�.� `��. � -.. `"��`",-_._ -� �,� __'.-,.."-�_ � -- -�p 8205 9 �-- � � -�_ �_ 8 99 5 �„ \ 8 z;Q--- r '�-._`"" �I �� ..- - ___' '-� ,'` `'_, r`` '-.,_ ` _,. ` _� '_ �� -- �'_ 041'� -� -� '� - - �� `'. / j ` -�`�``'�- ` ' _ ``` � � -�_�.... . � -� —'�- � � � � 02 � 8195' \ �.., �� `` _.�_ --�_ 8200 _ � �� ,� -_ --._ - � � � _ ,� � ` - --._, , � '�., � � -- � _ _-� �__� � :::� � �� -� �� ....-�_ __ �' --- --_ _ _ _ FL 6 0' CULV '��., -,.� � ` -� � -� :-�� 8199 5' ��_ 4 � T !_ � � __ • , �� ' � '� �a-,.,, �_ � ��. 8179.60' � - __. / �.. _� -�� _�� 4. 1931' \\�� GRAPHIC SCALE � r` T�P CMP �`'��_.� _ � � _� � ' '� � � �`_ ais3a \� �''� 50 0 25 50 100 /• 8183 00' \' �'_ -- . � � �8792 5' \ � � ( t � _ � � \ �� 192 � t � � � IAREA OF TOPOGRAPHY BY PEAK LAND SURVEYING AUGUST, 2001 � _` > t`�= ( IN FEET ) �f (ALL OTHER AREAS DERIVED FROM DIGITAL AERIAL PHOTOGRAPHY FILES \ _ � � ` ^ >>, .� � PROVIDED BY THE TOWN OF VAIL, TOPOGRAPHIC MAP DATED "FALL 1994" � � � �� ` 8 Z f� -� 1 inch = 50 ft. � � � ° .. 19 Y ISSUE RECORD � � � o ` \ ` `� / No Descnption Date � a?� - � � \ � \ � ` � � cDi_� � � \�ji�6a � �� _ � �� 1 Coord Set Jan 23, 2003 O�, rn o � 2 Desi n Rev�ew Submittal Feb 10 2003 K LI��E TABLE PROPERTY DESCRIPTION � �i3� � � \ 9 � I � � UCSI fl KCVIEW JUDf111ii01 Marcn �4 LW3 LINE LENGTH BEARING ♦ -? D 4 Public Works ReNew Ma 19, 2003 L1 65 24' S36'23'30"W A PART OF THE S� OF THE SE�,�, SECTION 6, TOWNSHIP 5 SOUTH, RANGE 80 WEST � I � � y � L2 120 00' S88'30'00"W OF THE SIXTH PRINCIPAL MERIDIAN AS DESCRIBED IN BOOK 246 AT PAGE 960, EXCEPT >>>0 I� Z 5 Permif Set June 10, 2003 L3 32 25' S26'17'00"W A PARCEL OF LAND AS DESCRIBED IN BOOK 218 AT PAGE 419 �O, � � �W L4 107 00' S60'09'0�"W �J q ft f �T � \ � L5 143 67' N88'34'00"W \ m � // L 220 00' N00'00'00"W � `. � 411.93' S83'36'30"E � SHEET CONTENTS LS 125 63' N15'49'00"E // / L9 91.54' S15'49'00"W \ � EXISTING CONDITIONS L10 382 48' N83'36'30"W GENERAL NOTES• \ / L11 40 25' S00'00'00"W 1 DATE OF SURVEY FIELDWORK, 2001. LEGEND 2 PLAT F�I EQGWITH'THEAEAGLE �0 NTY�ENGWEERING AND SURVEYN�G OFFICET ORCBOUND RYURVEY — SURVEY INFORMATION OO � O OO OO OO SEWER, WATER, STORM, ELECTRICAL, PHONE, AND DATA MANHOLES 3 PROJECT BENCHMARK COLORADO HARN CONTROL POINT "SPRADDLE" �� ELEVATION = 8287 82 (NAVD 88). �' ` OO OO OO GAS, ELECTRIC, AND PHONE METERS -� SIGN � p kEG/s 4 FLOOD PLAIN INFORMATION SHOWN HEREON BASED UPON THE FEMA FLOOD INSURANCE STUDY FOR � �O ��..,� l�` `� FIRE HYDRANT THE TOWN OF VAIL, DATED NOVEMBER 2, 1982, REFER TO FIRM COMMUNITY PANEL No 080�54 OQ•'� T ':9F y p �� UTILITY POLE �, •• �• �,�. o Y 0002C AND PROFILE PANELS 07P THRU 09P. FOUND 3° BRASS CAP 6 5 0;�'� ; cv wv ucHrPOST ON 2;�" STEEL POST � s �;� 3727� �; � � GAS AND WATER VALVES � 5 ALL UTILITIES SHOWN HEREON WERE FIELD LOCATED BY THEIR RESPECTIVE COMPANIES, PEAK LAND S SURVEYING, INC ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN FORA;� �� p° WATER SHUT OFF VALVE (CURB STOP) � INLET/CATCH BASIN ADDITIONAL UTILITES NOT SHOWN ALL UTILITY LOCATIONS SHdULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION �Oi�'�� '�� V� m � m ELECTRICAL, PHONE, CABLE TV PEDESTALS � �`s•IO N A�``� (r`l� LARGE BOULDER/ROCK 6 THE ROCKFALL HAZARD AREA WAS DERIVED FROM THE OFFICIAL TOWN OF VAIL ROCKFALL HAZARD � Q MAP DATED OCTOBER 17, 2000 SHOWN IN IT'S APPROXIMATE LOCATION. ��2� G C/�/`-' INDICATES AN EVERGREEN TREE WITH A TRUNK DIAMETER OF 3" OR GREATER �' 7 THE DEBRIS FLOW HAZARD AREA WAS DERIVED FROM THE OFFICIAL TOWN OF VAIL DEBRIS FLOW �� ' /�'�� INDICATES A DECIDUOUS TREE WITH A TRUNK DIAMETER OF 3" OR GREATER HAZARD MAP DATED OCTOBER 17, 2000 SHOWN IN IT'S APPROXIMATE LOCATION 8 PEAK LAND SURVEYING, INC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO C � ASPHALT ESTABLISH �WNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD RECORD DOCUMENTS UTILIZED PROJECT NO 1039 IN THIS TOPOGRAPHIC MAP WERE PR�VIDED BY LAND TITLE GUARANTEE COMPANY, �d�..��°.�.�'{ CONCRETE WALL OR CONCRETE SLAB ORDER No VC272436, DATED APRIL 26, 2001, AT 5:00 P.M.. �--�u DATE 6/10/03 - — — — — — - EDGE OF ASPHALT/CONCRETE 9 N�TICE. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT , FLOWLINE OF CREEK, CURB AND GUTTER, PAN IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, � DRAWING NO FENCE LINE MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN � �z �}� T � ��°r v �� '� ' TREELINE YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON , V/-V/-V/-W-V/ WETLANOS � ELE ELE ELE BURIED ELECTRICAL LINE GAS GAS GAS BURIED GAS LINE , � , SEW SEW SEW BURIED SEWER LINE � WAT WAT WAT BURIED WATER LINE Y �l /�.. ai \ 1 _ � . � � � ` ` , / � � � ' , � / OQELL ARCHITECTS, P.0 � ARCHITEC7UE8 PLANNINC INTBB[Ofi8 3T065 CasUe Caurl Sdte 150, E�erqem,Cdaodo 80439 Tdephmc 70361Q59A0 Facsmie 30367a7161 /`� Capp�l iMs dowmenl s m mtnmenl of savaes,md as wch renons \ , ihe propat�ot Ihe kchdecL Pamasan fa use of tha daumenl a lended � ad can be adended mly 6y o¢cmmt wth Odd Arditeds,P G. � , � 1 O 1 � PEAK LAND CONSULTANTS,AVC. / INDICATES LAYBACK WALL PEAK CNL ENGN�PoNG,NC COVER SLAB. RE: STRUCT. 9�g-e�aa F,ox a�-a�n , �000 uor�s��ooP vn�,oo s� � �31.0'-�.�,f � I � 0 1�y � N °d , � I , •� a a 'D^� °d a � , tl„ ° a d q O �� O HAZARD MITIGATION � a , O RETAINING WALL ° RE: STRUCTURAL o �` � � HAZARD MITIGATION WALL °a'a' < a eO a, � � � BUILT INTO WEST SIDE a � / � OF BUILDING C. RE: STRUCT. Q / � r � 0 / � '� ` -o \ � � / / � � � � � � � � / Iz � ' EXISITNG MOUNTAIN m � � � Q� . BELL PARKING / I � � � � � � o . / � v � � � _ . � � / � �- — � � / a � , � � °' o � MOUNT IN BEL / / � .� °' °D o 4" WHITE PARKING I \ I = , � � U STRIPE (TYP) �� / � Q Q '� � �5.0'-�.� I -^ � i I — � -+� — � � � •— s�' --�_.� i � � � L - - � � � . ,' I �, �C > � � � , � � � �, o °`r� 3 ___ -�_ _� /\ \ \ \ , • ' � / / ANU QRA NAGE E SEME TTM� i/ i-� � , � � :� �' � ° � �' 9 � ' ROP � \ � � , \ ` � _ , '� O. .O,' J —-+._ ! ER1Y LINE (Typ� � �� / \ h � '<� � � , - INSTALL GUARDRAIL TERMINAL '::s � — �� - � CDOT TYPE 3K � c� URFA p,q� � � ; -!�_ � — '� -� � _ � ITI � � � � ING �T�'p,� � '�-� \ / �4 � � # � F o � � --�'— R1-1 STOP SIGN � • , �TT � U <::::# � cV �-�•,� , , _ V � � � � # � �.� � �.� 4_ � 1 , , lLD � <o t;� " -� { ('�� o � �� — �-�. AC�ESS TO MOUNTAIN BELL � �- C7 '�i .,..�- '- � ^� N ��'AC pqR � � PR ERTY TO BE MAINT INED 18.�, �G , � ��"�pro �,�-' � .�... � � � �NG � � •�� ^ . , � � ; C N � ,�:� ��-��',z� - ��- -- ....� �_„_ � � ,� � � = o �?s _ ` , - N � , �<x ,�o�'d��0� ,-... �� iNSTALL GuAIZC�RA1L TERM1NAL t ' � � � o- - ,- � ,?�� ',�.r�` �'+a `-�- -» ___�,�__� ��........ �pOT TYP� �K � � � I � � SCORED CONCREfE PAVEMENT � '_<. °-- ...,. ,36 30"£ � - � "� RE: LANDSCAPE f �o "`"""-,-- .-._ INpICAT�S LAYBA�K WALL - �";�"`>..�;�.<... �?2,63' '- �+�+ o� F'�1f , ' ,:;. .,.. � .. .: �-- _ � s�_ ��. s1� T. _ ` � : , �.:,.;t: � cov �,� ,,, c3 ^'-�-»---_.�.. E UC o� •�� Fj� � . :�<>.. " ,:.,..:.:. i �:�:.::�:::.,:::�;�,�;��: '-�_._ o � 1'£N Cy •� .. ..::;;: , : <<:.. ,.<,:.».. .,.:.. ... ::.::..::: .:: / :� � �`....::::� > ,:,;�>^��;:.:::� `"' -- , o>fv�`i � -�RN �C�£ MSE REfAINING t� � `�°_,"% :::<_:.:: �r '�R 1 „ <:>:a ; ::::;< M:.�.,::�� '"'""`�-• ..: � O(� ,• / -""""``�;��,�`�::;�"��:....<Fp«. HAZARD MITIGATfON WA"I.L , "'^� - caI _ N fl ,,,,,,.,..,:�.. :;�:�.;.>: . -�--.—�.�_ o .. v� o WALL (TYP) ;::;�Y C00T TYPE 2- �<_:;:...;:«:<:�,<> -- - , d. / -��... 6UIL'f 1NT0 NORI'M StDE *�' 2� � � �.�,.. RE: STRUCT. ,,:`� � v. �'�4,� 'Q`� . � : _ 3� i , . . 2.5 CURB AND GUTTER TYP ....,.Ff.,ff;.:;;M>;�o... flF' BUILDING A. RE: STRUCT T �2 , , '� � � ) 190.8' �n� o � ...:.:.:: <:.m< .. . ;,. ,,,, ;:. �.:::�. :. .4<,.; �n "'�. / ;>:>.<..:>„� �...:. ,.:<.,;.�....�. � O :,:� �'".a.y"`'-..«c.:y�:��a;>.,'�sic•'::>.�.W.is::.. .:,.;5';;�i;�•�;,�::'t �:, . . �'^-�-•• .�„�,�� \ > ,.,> , . .. ,._:.. :�<: " ... � ' .... � :.<:>�::_:>C• .'.r::if:>' .r%:.:,' 'g<>:., :... ... . ` : �4• -^,..� : ` i �w�`�..,...�...,..,.,..w<�:"":.f::i�.;'::,��,;,.�>'•,a ,..�.;.::.,.;... +Q"".7 G�rr� » '� . , ` (�n/r , a \ CDOT TYPE 3 ' ""' ,� ° � CDOT TYPE 3 GUARDRAIL n . GUARDRAIL (TYP) = ...<.,.:. F;::«<.;<:> .... .� _ - :<..:::.:::.:.,...,:.. ; ::..: �. <..:<,,>... :•::<. . > R�260, � S � ^ O � .'� �" ABOVE MSE RETAINING WALL '»»:'> n4 . 7�• � b�q� - p� � g � , 2 O' .�;<;; _`.., a ... ,... 5 � ., � �.. �i ° � SfTE ACCESS STAIRS — �`< `. .. -,.. r �' 1 � - ?I _ ,�� o �„f�„� � ' MSE RETAINING WALL (TYP) —'�— _ a � , Q� RE ARCH ,�,� � INSTALL GUARDRAIL TERMINAL ° ` � •..,, 'Y< n a � �� d ;� ' , �� ' � "` � CDOT 'fYPE 3K RE: STRUCT. � ° < , , � — = �,�a �b o� � �.,,,wpfl�� _ �- -� '`' CONCREfE � - \ I CONCREfE PLANTER (TYP) < , �,- .d,-o,f�a`'.�a« ;> ,, d� *q�l¢'�7 I �8 p• _ - SIDEWALK (TYP) 4 � ` SIDEWALK (TYP) , R� �c;.*38 , f 5 - 6' STEPS/RAILING MIDDLE CREEK 72" CMP `�`` � \ ,. RE: ARCH . a °1'�°� � °a e ��.2 � , I '° _ , 1 - 6" STEP AIUNG ;�; `�, ..�,r 6 CONCRETE CURB e � �p'�� ,� • / � RE: ARCH/STRUCT • TO BE EXTENDED_ INSTALL � � �y�y, � CDOT TYPE 2 SECTION B(TYP) SIDEWALK � ao `��, 3' �` _ - � - �' ��PS AIUNG ' / � RE: ARCH/STRUCT NEW CONCRETE WINGWALLS ,.'�j `� "p�'�a'�,,i? \ HATCHING INDICATES �p ��.p� Q° � L'O � Q�'. < � RE: AR�F# STI�UCT, � ASPHALT PAVING a , � ,/ ` •� �� ,� � � � e� p� y I c�8$�'`� � � DRAWN BY: MT \ _� ��'�? � PROPOSEO ACCESS, UTIUTY, SIDEWALK �I ° ��pS � � ° {� '� '^�- �� p� � ~ ° `g �\ AND DRAINAGE EASEMENT ;,;��:,.>•,<<.:.rr��,;<;��;:<�„�;?g>.,. 69.6' .L � � TFj� a � - �� _ ..,... 3Q._.-�•�t 2 �� - ° n � ;.a ti,, �\ �� .,��,�.x��:_:..�;;��4:.;�m�n ..:.. RAMP (TYP) � �ENC d�° I ��p�'J.'�p G/ cy "' CHECKm BY �,, � ° , ��€�;�:�:;�,. ` {� , , ;<<o ,��.q . ..: .... G � ��RF � � o � ;�� -'�'- `�a`` � '�° < 2 - 6' STEPS/RAILING ` ` � �� ✓,� e � : /'�'�19 3. ° a � ° a E: ARCH.�STRUCT. pry^(y/�� . \\.` .:z:�� . 7.�� d � -ad �� a �° a \ ��•�� ;:z:>: % ::'t.' . ..... ..../�� a d ° C a RL�IJIVIN A, � •.__ p .5' s .� s a r / i � � a .. � . ^-" ,-� •Y.�t#N ��ry �� _ ,rJ^,O._..,,,s� . .9.{� � � y�'� a a � 8.67 , 7 80s a d �' a !� / a �a ... ,:;;�._�..r Jr 5• Q ,b e a N0. �@$Cf41t1011 Date ' v�� ' . . . � �� . � s ! d � �d��d � Z� � � v � • � a �� / I I o o , a � �\, _ "'�'� "^-� ' � . . � � - � 7 .. `�.�-� Q ° . d a �a °• ry n -6• / `:: ,.:f I ° o a , a �\` �`' ��Rf .46 - .'`'"' . ._.. � $.�' } y' e a I� ° a�i ° � HAZARD MIT. WALL 5',�" :,z•..:. ... tl � b , � -� o �':::ir,>,:., � d e � 0 4 `f d O � -$�g. � --r_._. ,_,;.1° , " a a ,a a4. c , PLANTER ° � � RE: STRUCT. 9'.S' �i� '� � a a a 0, , ... ,..�. a a a � �`�4&'�0" a ° RCHITECTURE <_::��;,r:.:.. � <a • a "', • / i m . < �� r;";, R.�� *�-- _,.. �, � a � a � p f��.>:<�� i h a n a , a `� QQ U LANTERS 4 a �, .-_;_. .� ; -----.-�,..� ,�,� ,�.,, � �-�-. so' BUS STbP � � s� w��= a � ::;.: : 9 tl 4 \1 ._ ` ;;., - ,.. --�..:.a�„t�8��05'3$" ADA SIGN AND • m RE:ARCHITECTURE v� .4% �?.:«;::�. 4 i a a` < �� INSTALL GUARDRAIL TERMINAL � � ` w~ � RlPtN `„ ,«.. :. ` , �� n . Y'`;`,.�`.� ° • - �' ' • . �� . -�-,..,.,,., ,_„ ST G o ^ � CONCRETE RETAINING W L < ,� ' a ;;.::: : :, .:..: ,..;..::;, �` , 3,2 ...... � ��;<> � � ,:. ..° a °, o �;' CDOT TYPE 2 CDOT TYPE 3K ..,:,: : . :::. : ' ` ' : ,.. --�______ `. .� .. -. � a , ::�:°;::;�, RE: ARCH. STRUCL i a � v� a �<::.;::.; a � a ° • a � ° �� '' 2_5' CURB AND GUTTER ......... 1�f/�'�C�)�`'��'{ �j�ti��/'t/'�'�" . .�. .,,_, �84�,?S'.3 fl� ° � �`�� ?,., � i ��/TT °a . , a d � . . . ' f AYGMGI`11 i�1�1RT��,YV . ��[r � 4 c3�.�. � �+ / O ,;... : . a a /qi i.<: i s -.._'.'^"'�-� ,,..,,,. (� s,;,., 't . ., . - �w� ' ' ... .°.: �j;. :� :... :...;, "�"'`,+.,,;> � � i� °a a (TYP) CDOT TYPE 2- "L�FT 'ftJi�t� ARROW ANO 1�NL.'f" ��2S�2 E S?47' "" -� ' ,, < � :::t:,r;;:;. I N a i ,:.;;;>:.>:<. ;�. . >: .f,..::.. ,., �x:. 's�:..:. .:. �:.::_ � : p � � � PROPER "- _ 2.0I1 ro"'w` Q \4 � � Qi .o � , � . 2.5 CURB AND GUTTER TYP TY i�DARb PLAN S� � ` 4f �, i a . ( ) LINE �� l 7RAN tr^� <a S i T . �.. YP S1T' < -3 a _ � � � P ` � 6 I N a �- I i 6" STE S A U G 7� � ` •.: ,:<..<... P >>.:.«.:: � :: .::::: ...:.::::.. :,... :....::.. .. > ' :..:.. ,:<:;:. `. . o ,:.: .. :.. , .::. . . ►• a a 1CK-Up � �>�.:.. /1 � . ..>'� � OROP-. -- — :t n- � �<.:: c: 1� a ) .:�,:..:.. e a UFF . a %7 ]1 RE: ARCH. STRUCT. — :� <'<�,, � ,;.:,. '>;;,.a> ._::<.:;:a;., , :` •::> _::.;.; :; . „ . . . Q � 5 ... . .. .. � :�'....�_ O d d —�� --�..,,.. .`.: , �::::;: � .. ..' � , A d � V1 • , , O ((� / ' a 4 e a SEE CDOT NORTH FR�NTAGE ROAD SIDEWALK „ , a �i R.. :.�,, 9 "<<� I ./ d � ' , ° , a -.`-� ° - "° a '�-�::. ��s` `g a 2 - 6" STEPS AIUNG ,. � 11 6 STEPS A � /R "' ""' PLANS FOR WORK IN THE CDOT R_O.W_ RAMP (TYP) • ' . --..,_,�.,� ; :>. ` ;.. a 2S �` � ( � :... � >'<., ....<,<. .:.. ° < . � ' ° ° � a e ��*! � 2 ><,<;.� .o RE ARCH STRUCT .:. :.:. ,�:-:.;., ::;:. � ` ` ALL WORK IN R_O.W. PER CDOT ': °• • � RE� ARCH./STRUCT. . / ""_,....<. .:;<>.;;.:. .. ' ° ° e * � '�` PR�. PEDESTRWN 4 — G .> �. �`'`�' "' ` a PLANS AND SPECIFlCATIONS R1 1 STOP SIGN `„fl�? �9 4L6" STEPS/RAIUNG ° � 6. • RAILING RE: ARCH. 2 � • � � a STANDARD PLAN 5-614-1. , �+� �A� ---__�_ 'f' O»�` � da � o .. __:::::_:; <: ,. . r>::: :.::;; � <:;.;;: a ° e a� , ° ° , a , S-614-2 & S-630_1 p� � N sp• „ �Oc�� fl R : Ak�i fSTRt�E�.�� ——. ` • ° 4 < _ _ , <,,:;:::.::- .... ;.; , ,:..;.. '"~�--... a a a o a 1Q CO � �`b (� R5-1 "DO NOT ENTER `� � --- _,_ . � I aa o ISSUE RECOR[k a Qf0 .NC�E7'E . INDICATES SIDEWALK ' 1 r� = P - - ' M�� +'^�--- M S E R E(A M tt�G—_ 1 ' d 1 0 U T I L I T Y E A S EM E N T �/ ° � E�R�� p . � � S T A N D A R D L A N S 6 1 4 1, p I � DRAINAG ° a° � '" � .I A ^ RAMP TYP - _ ._ AND . :':,� - �' U hl � ) S *•. S 614 2 & S 630.1 — WALL TYP `L, TILI � •..: F>.; : : ° ° < '0 , ;� A (i� ..• � — � � —1 N EASEME a No. Desaiption Date . . � . . d v e . � ` . , �\ RE: STRUCT. — NT 4 0 R3 1 NO RIGHT TURN" — < � � ' a <� a a � STANDARD PLAN S-614-1. ° — —' — —�, 39 e' � 28 8 e ?a a 3 — � ' . . ' . . ''' �`�:::?r:.� ,- °4 d e ° � ♦ . . . ' � d ° < 4 Q o S-614-2 & 5-630.1 °� HATCH INDICATES CONCR E PR�P RTY UNE _ ° '-'- � 1 Coad Set Jan 23, 2003 ' _ _ ;. . _ .. ; � ENTRY MONUMENT � �TYp) _ 6 6 STEPS/RAILING �_, � a a a a a ° �� p � 5� •— ° - RF• eR�� SIDEWALK/PAVING (TYP) _ RE: ARCH./STRUCT. � _ .. . '`" ' n ==Y=-°� � --� 2 Ow i R�ri�w wbm�iid �cL 10 2003 :��.-` „�" � , , . . �.-- �f '� U NTRAN — B S E CE ONLY' ,. ; ;,. , ,:.::::, : — _�. . ,...:. ,::. , ;. :r;.>:::: - _.__ .. ,, _: .:,.:.; , �: , •� a - .___ _.�- "°, a , De� Review Su�mttal �larch 24 2003 STANDARD PLAN S-614-1 <> a r� h a 3 � , . . . � �'��;'y>::i' . s L�V. . : - `'`a , ONE-WAY BUS LOOP "BUS ENTRANCE ONLY" 0 - - - . PROPOSED 10' DRAINAGE — , y- S 614 2 & S 630 1 _ PAINTED CROSSWALK 4 Public Waks Review Nay 19, 2003 „ , �'L STANDARD PLAN S-614-1, AND UTIUTY EASEMENT �-L \ ° �� •4," 8 � ,,,,.� , 5-614-2 at 5-630.1 80ULDER SLOPE (TYP) � � a N k:� fx � ,;�~�,'��' �, o a O 4' MAX HEIGHT � 5 Permit Set June 10, Z003 P�I� a i �� .��° p --�.-- � » ��yy ' .. �. ' d ' \ .,ti-•�„��n .p` .. � � / AI D R SW 3 � a � �. �r�r ., <:;`' �' � a EE._ -_c� CONCRETE REfAINING WALL � � D Op '� C p �T �N7 ° `' � � �a' `° , a � �/ � C �,�r R .C a � d � � �r.�� y�„� ,r' RE: ARCH_/STRUCT. � . � . � � ° ��o� a f� ~, �'^+t��,��."`�... � . ''�+w�� . " �a i` - �� ^m'=' a• � , .'^ti � � , `y `r . `�,� �..�„;,;.,pQ.,, n a � � a �N G� �� " � ° , N 4 ` '''' ° ` ° ° � SHEET CONIENTS: .4C � � a a � a a d e a � d o \ � � 35�� fS/GN r`'"`��" BU � �p r e � SITE PLAN ; ,,..,. a a , a n < o ; ,. � " ' .. ,. . �� ' . . a Q ,4 a � \ � C��T ACCES Dl��2O/yT,q� < . ; ; �E 4 a o , - � < a � 3 S C f:.:,. a a a 1�' �QNC , O ; MP ; / � 5 C p f f '. ` . ' ,`. ... . ° P�DES �E a a 0 'Y �:::.:.. a o TRI < / � H SPE f0 T��E 4� � , ;; y,;y,.. � E'A�I-1 a a , a a a , ..;. I \ UM/t 2 HATCH INDICATES � � ;.:: ,. ;:.:::;, ,:: 4 o a e a < d a ; ;; <> :. <,:... ;. i� . . : :^.... ... ... �. ^ _.,�. :. :.i" : ' . . � �: � o i;:i..i.%i ' �° a ° a a a a d , � SIGHT QISTANCE TRIANGLES :: <' :. ° -< ° ` '.. . .. . +"�,�. .. e \ ``"�.. . "��..e . ASPHAi.T $Hf)liL�`�»p ° ` . . .. , . . . GR , .. ° a � e ' � ' � . ' . � � ' ' � o � � . . ..:. . . . . . . " . : . � . � ' ., _ .. . . : � . : ' ' ' . . . ' . . � ':" .. . �� ' � � ' t ` ` ' . . ' „„� .. ' .. " . •r•'�+�r�� . ' . . . . .. . . . � . . ' � . � � �; � ' . �... .: . , .; : ...;; , " , . .:. : , ..... . ' <:.:: � .. . ' . ._ � . . . ' ' . .. � � ' � , . / E : kG � � \ , . -�.....,..,,.�.� <„ , .. � ¢' �Arr�� MEOiArv �Q��....�STF� . . . � � � � <..:.� „ < , , o�:�� T�'�••;`,o \ ` � � :Q <<; ' , . . \ �� 37277 :cr � • • 4, • •�, . � �o;.a o;.�� _ A . _ E � FFSSIO IV A��'� / � _ � L / �- � /� ` �- �� AS�HAt.7 SH jl�� rit/�/�-U'�`7 OU��EF7 � � �a� �� / � � _ � � , � � ;� � � � --.� - "� � 350' DESI6N HORIZONT � '� � COOT SIGHT DISTqt�CE � PROJECT NO.: 1039 ACC � � � ` 35 M H gp Ep rLjMR 4-2 / � � � � DATE 6/10/03 � � � � � � � DRAWING N4� GRAPHIC SCALE � — _ — _ � . 20 0 ,o zo 4o so � - , < � � —�. � \ � \ -� __` � I I � IN FEET ) � � i inch = 20 f� � � —_ � � � � — o � � � , _ > � _ � �� — � � � • X f � . ✓ 1 � _ _ � ` - --- ----- ,�- � � � _ ` ( , � � � { � � � � \ ODELL ARCHITECTS P,C ♦ � , � A6CQITECiU68 PLANNING INTS&[08S 32065 Cosik Caurl,Sule iSU, Evergem,Cdorado 80439 ielephme 1(13.670,59BQ Facdmle 70167U7162 I CaPp�t iMS doaimenl a m nslrunenl of sanoa,md as wch rena� tAe prapatr ot Uie kchitat Pamzsan fa use ol tha daumenl a ittnded � ROAFR ud can 6e atmded ody by oqrmnmt�th Odd ArdiitaL�P C INDICATES LAYBACK WALL `��F COVER SLAB. RE: STRUCT_ `�\A, I 1 ` , � \ a a ` � � a � ` � a � O ` Q Q O ` PEAK LAND CONSULTANTS,WC d e , ad a d � ` a ° � PEAK CIVL ENGN�RING,NC 97a-478-8644 FAX�7�-476-8616 I 1000 LION'S FiDCiE LOOP VAIL.,00 81657 O A a \ v o � D ' i � � � � � � � � � � � _ � � � • o ,_ r- ` z � � � '� ?S°'� � � � Z � � _ � °� � � r- � 0 . �_. � � � BOULDER SLOPE (TYP) � I � � i � 4' MAX HEIGHT � I-- � � � e v --� = 0 : \ I -� , � � � , D � -� � � I � a � � � � � N � �-,� . ' 2 - 6" STEPS/RAILING � � � � � � _ RE: ARCH/STRUCT � � 0 //� '� / •�� \ Q �}.� � � � � � � � c � O / � PROPOSED 20' � �� , DRAINAGE EASEMENT , / � � � • �� C ; � �, � m o � �� o A 7'1- �1—. � o � � � I .� U . � � N a � � , � A o ...,.� = �� i .A •- � , � > � > �/ � a� o i i � � / �EE LANDSCAPE PLANS FOR I /RECREATION AREA DETAILS � � . a a � �. � ' > a / � d / � I • • n a , / 2 - 6" STEPS/RAILING 6,• . / I � RE: ARCH/STRUCT. 4 � � / sip��,� � � / � 4 - 6' STEPS/RAILING � MSE RETAINING /� � i RE: ARCH/STRUCT ° � � �r„� "v� � 'cV,�q EA STR CT, r � ° " , a � ° � �- � °DC�n • « ♦ a ` a o . o I S$' � ..'��'�s'r,"ia'k��zi �.::,.... � �G �� p ■ � 4 � 4j4 � a d � ' Y��'` 66.6• � ^ "� 1 ` c ` <M�'„� "��..,�. ::.<��..:.y.,;r. . , ° .� "y`w+:=..,�t�`"a'r`o�s�`w.>.r' ......... .<;��'�S'�:i�� , , a d � t7 ?� ry':wu�:� `h1``�' Z7 ! a a a � r ai ,:.�;�<;:<;« <�°> >.. *�� o `;,...:< ,. :<.. <>,.:.�.,...... ��:�, a w.,. ::xs..:�... ... �� a° a�7 :� �u.""�e�.,...-��"�;n'�'�l<vo?g _'�94.6� 0:��3::�'� � .P�► ...�..�::;�F:: >.s.� ��-.:s ;:�;:.. ,�, .7; BOULDER SL E TYP rn � � � � m� � � �'-�"<�:.;: «. �'s�� , � ) � � ;n�,., «�, , ..... . ;. ::..:�<:.<...: ;. _ * 23 ° �,o � 3 ".�m�4< ` 4 HEIGHT .<. S ,��...:.:::::::..:::� ��; .;;:;��., � �:�::;;:: f•�;�.. �:,:; ;;;� CONCREfE REfAINING WALL li« °�"'�""��.•�'� . �^' ` � . �� °:�;�„�,�, �� • RE: ARCH_ STRUCT_ " �'� >• " � ^ .. �;;=�s...::.:;.::"� ,q�� I r . - � � � ;�;�:.w.:.:;: .,�;.;,;„ e;j ��,..�. m ,,.:;.. ..,:: ..:,�:�' �,.:�::t �� „<<:x=>, ,�< :>.;:. ' END CONCRETE P "iyk � �'� � ' >�: ,. ATH w�<..: � � `� ;..<..:.:� � �� ,/' -� I I � p:��.�� ., � �a� �,,,. ;..:� ^ BEGIN CRUSHER � r .o. `"�.,,� ;Y#� I � � , � FINES PATH i 9.� ,,/ `�`"'t � ^. � , �`�U. � / O^� � 6 4, . � � � � �'�\ I I � . � � ::.A;��. 3s o' � DRAWN BY: �IT ' � ,H.,, .. �.;. I p .p ��`'��_;�.::"�.�..a. CRUSHER FlNE PATH� � � BOULDER SLOPE TYP ��'�� --�58��'.�8" �` ' o �'�'��,. � � � � ) ��-p�� . -� .-... � �' R6-7 ONE WA N �i� o � ��, 4' MAX HEIGHT — ,__ � � �.s��'�.fl �6.B�F' `"""-�-,. ..-.. ,° L�24 �� p. � .1 ' qiEq(ED BY " � � � 1�A,,�s�a�. � ��:�'2.,�� ,��'' 'i ° � � 1�R `>_`°°.` � � ' � 3 ' �T2��'�° R20A� i a �l"'� REVISI(NVS L_ � —— �o� � ° c� r a< ��.� ,° --' ��A� AND Un I �- ONC �N O� . � t p N � Na Desaption Date � — —_._ L N EASEMENT � � ry�' " 3' CONCRETE � l � , � ' � CONCREfE RETAINING W`ALL ° pqN < `�--�- 5.0 ` 9,p' � 6" CONCRETE CURB �� WITH RAILING ��*� ,....,�.� ::<:' � ��,. , . �� RE= ARCH./STRUCT. PROPFR —•——, `� � / ° C n' LINE�Ty�,) —�._ � v;, �~�, RAILROAD TIE STEPS �'� �._ a � , '�""'~�--�-T IN CRUSHER FINE TRAIL(TYP) ` T — � v� � �N OF�'�L0�3P�� 19.tI' •,S 5� a .� �, �-"--- ( — ' �.a—-� �o'- ._ ,_, �� , — _ ° „_,,,. �...-�'`r �� CONCRETE PATIO ENTRY MONUMENT '� —'— • ' �~ ��,l Q ' {� q RE: ARCH_ '"" � END CRUSHER FlNES PATH � - � RE: ARCH. 4" WHITE PARKING b a , . ._., MATCH CONCRETE PATH ¢� STRIPE (TYP) ��"��.,,,, � �,�'' � 24.g• R1-1 STOP SIGN _ a *,,,,� � ; � � ` ' .. STANDARD PLAN S-614-1. � ' HATCH INDICATES >:: $ , , f,!� �� i_ a, �rn • S 614-2 & S-630.1 ; ASPHALT PAVING (TYP) �4 �: :, � ° B_ a .� ;� DUMPSTER ENCLOSURE �� ` ° 5 `` A o ^ a a ° � �iP � �� 6` CONCRETE CURB RE: ARCH. '° �` � ° ° 4 d O O � '� , . (y� ~ , � � � ♦ <a" 4�. ° � d� ° °' � ° ' .� � 5' CONCRETE SIDEWALK PROPOSED 10' DRAINAGE ° ` O d d O O �� 4 ° ° a °e A a a • - �"°�:.`';�'�;��.'� a p AND UTILITY EASEMENT � � �f4.� p• o , 4 a , _ -.-r,,.. ,s',,�:,><, p. � 0. IN � a ISSUE RE(� a wp�-.,,�.-.� �y OICATES SIDEWALK a Q� �.�/ e _ ,�.� < RAMP (TYP) � � /R1 - - - a �,,t`� � \ 4.p• •0' . A I " DA SIGN AND Date a" , �> ; � . .�,,�.,.,�p cnor IYPE 2 � '�► No. Desaiptron • n ,�� ; " ..��•`�` • 2.5' CURB AND GUTTER STRIPING � _ � rn " ' '�i�; �: a ('�yp) 51DEWALK � �• P 1 Coad Set dUll ��, 2�3 " ° '�� W � A � ��, ° ° ` �° ':'"'-�d e a d ° SEE CDOT NORTH FRONTAGE ROAD RAMP (TYP) 86 .�� Y�R��ND I � pP � � �1 � °' ° o a e a PLANS FOR WORK IN THE CDOT R.O_W. FENCING AROUND s �'� Rfq 2 Desi Review Submittd feb 10 2003 � A . . . N ° a ALL WORK IN R_O.W. PER CDOT PLAYGROUND AREA � � � N a ° � a PLANS AND SPECIFlCATIONS � 3 De�� Review Submittal �lach 24, 1003 � � � RE: ARCH. d a d \ 4 Publ'�c Waks Review �lay 19, 2003 da a aa ` � •�\ ° 4 a; a PROPOSED 10' DRAINAGE ° a°a ° a AND UTILITY EASEMENT � � � , �6 -�� C , , Q� ` 3�5;�� 5 Permit Set June 10, 1003 . ° P€DE�R�ANR�E �I '"� a a n REPLACE EXISTING 2.5' CURB AND `9 `� � BOULDER SLOPE (TYP) GUTTER TO THE EXISTING INLET TO � � `...J 4' MAX HEIGHT � a ATH a a a a < a a BOULDER SLOPE (TYP) a a THE EAST. MATCH DCISTING EOA 4' MAX HEIGHT � 10' CONCREfE PAfH. � '- . . . . . ' . . a v a a o d e a 4 a AND FLOWUNE. MATCH EXISTING TOP TIE PROPOSED , ��`""�`' ` > °� ° ° � EXISTING LIGHTPOST BOULDER WALL ` 4 a aa a a T O BACK OF CURB ,, :. < , , BE RELOCATED ` INTO EXISTING ,... aa .:..: � SHEET CONiENTS: �-:` ' a • Q ° < ,.: o Q ; , ' .: , k.;.. d ,. :....: ' .. " . . . . a d .. Q . 350 .: ,. .:.:; , �::;::<:::: <:. � a a G a � SITE PLAN , ' DESIGN ' :. HORIZO►VLqL ` ;< SIGHT ' a a CDOT ACC :. . - ,e a e q ESS ��ANCE , : >>: ` ` ° • � ,d � , ; , ,... " ". .:.' . . . . . . . ' . . n a a d d . ; .,.. : .. ... b , 35 MPH S EEO TABLE 4'2 :� _ ':: . : .:. , '' ,"'�,.; a � UMIT `"" --r_ ��Gi')�2_ a , �--�. , • � -�-`. �` �^ :: < ,; .: �� a o . ..: � �' < a O O HATCH INDICATES `.. ` .:, , "�V gV�`'� ; a • o a O O --._- ��''"�-�.,..�� E R� O� � SIGHT OISTANCE TRIANGLES � "`--� ,.:`. :� ,.: ; ' , a , ,, , .._.;: �;. ° `--�._. . -`"�;9C� ` �... .. . . . . . . . . ° -`r.� .,�, . _ . n""+�+ . ' ' • .. .. . . .. ' . ' :�:""r.,+ '. �.:� +.,,,�ti,,.,.` <„r;;;;: a - ' : .. t:::>:<.. <.,. _. `. o . �. ,.. ... e � �� `r` ��' '� . . ��.:. .:. '.." . . . .. . . .. . � . . . � . � . ' . ' ... �_ ""+"' � d ° ° 'n � . `r"....;:.:;"::::.<>�:.>:.:: •. �.: .:...: � ' ad O :>'+ � ... � �� .:. � ... �� . ., "��.. � . : .. :::.. . . < ... . . . -� `�r✓;?`;`'.;;.,;�:��ii.:�:.:.. n a ��:."�-......:'� ` , � "�,�:.._:.` .. .. .. 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R 0 W � � �� : / �O MARKER N71'38'09"W - 1 00' \ � - FROM CALCULATED LOCATION � \ _" ,;...� \ N 10685 9944 , \ � � 55 � ELEV9 8260 97 � � � ,_-.`C y / � �— ' `"�--�'�� '�"k_ � ,:.>:.:. � -- ` ISSUE RECORD � -� , � � � �- � No Description Date � � <::-�-. „_.,.� � -�..�,..> � O -_ -�;<:� ,,,.,, �� / � � � -� ' -- �-`"`� �—:.:,_. � \ --- � -'' � �' � '""�-�•>:�... 1 Coord Set Jan 23, 2003 �_ --_ � �_ ��:.>— �. / � \ � �- � � -- � � ��'�"'`� � O�� \ 2 Design Remew Submittal Feb 10, 2003 ' � � — -- ' — ` � ��{" �"" �, 3 Uesign Kewew Submittal Morch 24, 2�03 � � � � �:;� � �- � � —� � �:::;a•,... .��, -� -� � —�_ \ `"�:.:;. � ____ ---_ � � �;;\ 4 Public Works Rewew May 19, 2003 � �- --_. .___ i � � � � � ( -� 5 Permit Set June 10, 2003 � —� � �. \ � � � _ � � � � � � � � � � � � _ � _ _ � \ POINT # DESCRIPTION NORTHING EASTING POINT # DESCRIPTION NORTHING EASTING � �' � 1 WALL 10872.8223 8874 8343 30 BC 10916 4710 9540 4452 _ � ` ` � � 2 WALL 10908 3183 8880 1756 31 BC 10932 1063 9546 0341 � � � ` I � / SHEET CONTENTS 3 WALL 10991 1561 8903 6424 32 BC 10966 4879 9588 0590 � � ` � � HORIZONTAL CONTROL PLAN 4 TBC 10949.6262 8902.6614 33 BC 11017 6157 9571 2896 � _ � � 5 EOA 10982 9245 8950.1774 34 WALL 10815 7996 9653 0047 � � � / 6 EOA 10877 8422 9066_0328 35 WALL 10831 7262 9693 2612 � � � 7 EOA 10871 7235 9122 7035 36 WALL 10840 9684 9694 3316 � � \ � _ � 8 CL 10840.0741 9128 3787 37 WALL 10821 8098 97011729 � 9 CL 10775 2245 9115.2663 38 WALL 10836 0464 9702 8217 \ \ / � \ 10 BC 10876 5347 9143 9353 39 EOA 10833 8296 9704 5784 p kEG/ 11 BC 10846_8064 9221 2301 40 WALL 10841 9032 9730 4818 � �- _- - �� \ �Q.� s�'F .•••'••. 12 CL 10757 4227 9227 8916 41 EOA 10825.5464 9776 1003 ��.�.•�0� TAR,�•,pFp � 13 BC 10854 4966 9244 1564 42 PAN 10783 3286 9771 2109 \ �';� r�: 14 BC 108931497 9255 8492 43 WALL 108251677 9796 7547 ; 37277 ; 15 EOA 10949 0818 9252.2878 44 WALL 10834 2422 9796 6302 � -o�. :� 16 CL 10908 9973 9274.6907 45 WALL 10810 6807 9860 5833 �4,�°•,�e•��e�.•' �� 17 CL 10890 1980 9315 4112 46 WALL 10816 2044 9866 1612 F'sS/O�A`�-�G 18 BC 10930 5683 9339 4626 47 WALL 10814 1749 9872 2736 `�� I.�CJ G+i�-t' 19 WALL 11074 3607 9368 6275 48 EOA 10799.0402 9887.2543 �jj�!/C 20 WALL 11097 9433 9377 0571 49 BC 10778 6686 9973 2635 ` �/O- D 3 21 WALL 11095 2449 9407 8994 50 BC 10743 6131 9877 3293 �� 22 BC 11081 2323 9393 3179 51 EOA 10750 8961 9871 2688 23 CL 10915 9514 9386 2965 52 EOA 10763.9134 9768.9623 24 EOA 10893.6819 9401 3613 53 EOA 10773 2767 9688 5053 PROJECT NO 1039 25 EOA 10871.0328 9393 2353 54 CL 10791 1617 9792 5734 26 BC 10835 7520 9373 1007 55 CL 10715 8040 9616 7260 DATE 6/10/03 27 BC 10856 2888 9462 8324 56 WALL 10829.4313 9349.6953 GRAPHIC SCALE 28 BC 10808 8823 9492 8347 57 WALL 10824 4027 9340 0117 DRAWING NO ' 29 BC 10834 5063 9558 9352 58 WALL 10822.1089 9325.6989 ao 0 2o ao so �so 59 MON 10793 5897 9154 4871 60 MON 10740 6392 9651 1055 - ( IN FEET ) � 1 inch = 40 ft � � � � ,; � � - - --- � -- - - - - - - - - '' ' \ \ �_� .r- .--' ,.+ " ' � t � / � , � t �� ..-- --" .r-„"" _ __.J.� ..�.---- ___--__ --- ` r .."" ��, ,e,^'""".. 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"----__ �--.._ _ `�\ /` ' �'� . � . ....,,,. rb /' . --- �--.,� � - '�... � � , l � '�- . � ,,---._ _ ,.- _`' �-'--- _" -,----- �;" `�_ ``- - , . � . , ` \ � ` � � ! ,� '` / - --_ -- - � �' - -_. - � '^ � � � \ `�-- ' � ~ --- - __ --1' "--- '- .� -- � � � � \ �� ^ � �_ (,._ t ', ,� � FD50.3k a°�_� 8 ~``� „� _ �- ,, `` _ `' _ '�-.. � ._� �'�.,��- _M1 ' x_4^ _ -- '�� ` - _ �- , . � � � / • ` �` 2 L -..,,_ �- _ _� ` _ �. _ -�., � , ,.,, -,,, �`__ '__ _ � -�._.. �--�.., ..�,,, ` _ \ / '1 � .. `", _ ^,-,.. �-,.. �- � __ �-- ---_ --__ . \ � � � � , �\ �\ I . � / ` ` f �� __ __`'�•.� �a �o '`�- � --,.., '�-' --- �, � ` ��,,� � � �- �� ;--� ---- -.,..... „�; --- __--� �_--- ,''� ,-�- _'--�- `�--�_ - ODELL ARCHITECTS, P C. � �\ �� ✓ � l � �. � a - -- _� _� .,.� `. ` �_ _� _ .. �� ___ �..__ - , - _, ---- -._._. ____ --= 'i .�, �-.___ _ G E N E R A L N 0 TE S \ �� , �. . �� , t � • � i •��.° q ° _ "„r-, ______ �� - �-� -__ -,,... - -_� - _� --- ,_�_ _1 ..,,,,,-... - � ' - - ABCHIYBCT06B PL6NNING IAi861065 ` � �\ \ , ,, �, �� '_ ' 1+ _- ` , ' �' � � ' -_ �"'��''`• - a __ _ ---` �` `--' - _ `"- ' � - ' ~ �.``` ��.,� �` � -� �` ' - �., �- --� ``�\ 1 ,�`` �' 1. KOECHLEIN CONSULTING N N R 32(IT6�5Castle 3016705960�Fa�n1e 3D3.670.7162� �� .�, i _ __. _ , , '�� ___ _ , ``' E GI EE S GEOTECHNICAL REPORT ADDRESSES �,,a, . ,} � ' \ ' ;f ' � � ' 1 ! �' - � -'o�� a 1"- _ `� _ �```,� `�`�...,`^`' � _ � '- `�-� ~�" '�-.� "- ---- --._.._ _` '� ��.,' �`� �` ' _ CONCERNS 1MTH THE EXCAVAl10N, DEWATERING, BACKFILL, BUILDING FOUNDATION t Tha doaenent�s an i�Uumeii ol serxca,ond os�uch nmons ;' � \� � � `� � '�'� + � � / �� , �_ ••` ° d _ `�- l'�` �"" ` - �'�' `` DRAINS, AND WALL DRAINS. IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN m�p��ir�u�k�t«► Vamesm fa use of tl�s downmt s fmiled 1 / �` � / �� i ,� f ` I � _.. •��.� _--- ._- __ , ' �-ti.__ ' "�"'� ��-,, -- ""�� '�,...` -` �.�'``-.. -�-,.... "�^-- ' �� ' ` ` `"�..- md cm 6e atmded ml b a mi nlh Oddl kdntcctr P.� i � + . ` �� \``+ �� . \ ' � �� f ��; . -- - ___ � �' 1 , � � � ,� - ---- -�_�_ ��; � d � �--- _ ` ��_ �''`� ..�,��'' � ` ` �,� ~ _ '1-- .,` , � ` THIS REPORT AND ADHERE TO ALL RECOMMENDATIONS. (KCE REPORT# 01-136) r ' �`°" � 'i % :� , -- , , � � __---- -,. ea '�- ---- ' - �.. -., , '��.. , � , , 2. FOUNDATION DRAINS SHALL BE INSTALLED BEHIND ALL WALLS WHETHER THEY ARE SHOWN II '' ! '� " ' � � � ��-�==• 4` '� � •� �_ �' ` - • _ ��'� a` _._-° �- , � � -., ` ...;�1 � . � �� _ � � � ON THIS PLAN OR NOT. ALL SITE RETAINING WALLS SHALL HAVE SUBDRAINS 1 � , �` ��- � " '' :_. �,�-�' - ' ..-=i �''` � �� _ � �'�� d F� � -� _� '��- � �, � 1``� - - � � � � INSTALLED PER GEOTECHNICAL, STRUCTURAL, AND WALL MANUFACTURER'S �, 1 � � � � `� ; �� \ ..� � � ' ` S3 �' - • --, \ � ` `� - �. ' RECOMMENDATIONS. ' <� "t` / . .. -�' �-- � . " � ' `�.,�;�° ° a . ~� -. ��~.. � ' � ,,� / `��;, � ''�. �'�� ,, .�"" -� Q; � � �. --- '•�� `�-- -.,, '`� � , � 8�8a � �, '�.. , � \ 3. THIS PLAN IS FOR EXTERIOR FOUNDATION DRAIN CONSTRUCTION ONLY, REFER TO � � . ``�, ' -----._ ' � - `�-- --- •• `� . . ��. .�'' STRUCTURAL PLANS FOR ALL FOUNDATION AND INTERIOR DRAIN INFORMATION. Q ( j - � ` _ `�-'�, � ' � , " i ,� ' �.-� � '" � ____ __��'`•� �. �'� `� � �� _ ' �1 � � 4. THIS PLAN WAS BASED ON STRUCTURAL INFORMATION RECEIVED pN 4/03/03. ANY t ` � � � . �` ----- --__ �- --, -� � � 8270 ` � � �-- �`'' � __ - � ~ � ��'•: o�a � �" � `� � ` CHANGES TO THE PLANS AFTER THIS DATE NEEDS TO BE UPDATED ON THIS PLAN. '� i ti ' _�_ �_ - ' . ` � - ; �„ ..---- � � __ - - °' �'�.��s`�,, � ,� •� � `�'�� ' ` 5. SUBDRAIN CONSTRUCTION SHALL BE COORDINATED WITH PLUMBING PLANS, CONTACT 1 ; \ ` - ---_ _� � I , � _ _ `a��,, ° � `� � , PCE IF ANY CONFUCTS ARISE. `� � �, � ^' � � � �� l - , � -- ' � � __ _ - -�-� � -- ____ -- , `�,° ''•.`�:��F05 -., � . -� ` � 6. EXTERIOR FOUNDATION DRAIN PIPING TO BE 4° SDR 35 RIGID PERFORATED PVC PIPE. pEAK LAND C�ONSULTANTS,IVC. --1� l, , D� / ,�.. -- . 4 . , , ALL GRAVEL AROUND FOUNDATION DRAIN SHALL BE WRAPPED IN MIRAFI 140N. SEE ARCHITECTS DRAWING FOR WALLDRAIN INFORMATION. � i ` � � \ ; , \._� '' � � / ,,� _--- , � . �.., PEAK CML ENdNEERNG,INC }` ,� �,, �t, �'`� ...� �'`" - --�'� �1 �� ` �' �-� ``� --� ~Jf --- -------- � ' �- D� � , `� � � �. `��..� ' 7. EXTERIOR FOUNDATION DRAIN INVERT TO BE A MINIMUM OF 1.5' BELOW FINISHED FLOOR t000L10N'6F�QELOOPF vna,00�s� � ____ � � � � F � � -- ;- _____. _____ �,,� � S�� . . . '�' �� °'� ELEVATION. '� � �� '`�, �� --- ----� 1 ' 1 �, � � , � , � "'� �� Fas4 • � � � � , � � � ��` 8. ONCE FOUNDATION DRAIN IS AWAY FROM BUILDING 4` SDR35 RIGID SOLID PVC SHALL t � �� ` , , •. � , , ! ___ ___ .___ -_ , 0 � 82�0 � � � ` BE USED TO DAYLIGHT FOUNDATION DRAIN. A CLAY DAM SHALL BE INSTALLED AT ` � > > � MOUNT BEL - -- �.- ,� , , �, -_ ; ._49 ; , , - __.- �--,�� , ••:� � � � . � , \ CONNECTION TO FORCE WATER INTQ SOLID PVC. ` � ��, � ` , GRAPHI� SCALE � ��,,� � � � --, _ _ �' � --�� ; --- � � �._, ��,_ ,� � . ' \ ' , � . 9. WHEN FOUNDATION DRAIN INVERTS ARE LOWER THAN THE ADJACENT BOTTOM OF FOOTING, �� ' �'��,o\� , �o so 40 � ..` so ��- --'� ,•� � �i � �,`O� � -_ ,` �" � - '~ , _ -�� ^ - `'""� �.--- --- -" � �- F �- ,� � � � ' � � �`�. , �.. THE PIPE AND SCREENED ROCK ARE TO STAY OUT OF THE FOOTER COMPRESSION ZONE, , ~'- _ --- �� 'r�� '• _ ' . --- __ .�--' � / \053 i, ..`` \ WHICH IS DEFINED AS A 1:1 SLOPE FROM THE BOTTOM OF FOOTING. � ^ - --- , � ,I -- -� _ � �, -., / � _.--' --__ • •�� .� �-�, � ' �'„ 10. MINIMUM FOUNDATION SLOPE IS 1.09�. `. � ��' _ , ..� ``-� .t ,' ,%, \ �`'--%'""`"-----_�� ,,,.,--``� �.. '' ,/ _, - --- -- i o � .� Fp '�� ` ,, �..�"�� .� 11. GRAVEL SPECIFlCATIONS: WASHED 1 1/2" TO N0. 4 GRAVEL WITH LESS THAN 3% PASSING � `�., ` , -- _( IN�'FEET�� "�- ...� - } y i` , _ ` , - -- �``�-� ' �' - -- --_ � o `'�-'- �'� � `�.. ��'` �' .�` THE N0. 200 SIEWE. PER GEOTECHNICAL REPORT. •� ' \ ' ��1 inch'=�20 ft`�• ` . � ' _ „ _�- % ; + ,, � ^�` -- .` _` ` � =' ,_,�- / - i O� �S�•�Hp�`''a a 82 � �'�, ' � 12. KOECHLEIN CONSULTING ENGINEERS SHALL APPROVE THIS FOUNDATION DRAIN PLAN BEFORE � 4 ' ' �` ' � t � -- - __ ____ . '' � ---" ° _- � ` l` � ~� '- s�~ ' \ . � � � CONSTRUCTION. � _ \ � `�, ` ; F 6 k. _�` �,,.- -`'` l- __,.. � `�- � _i F�50,5 - _ ~� �� 13. BELOW GRADE ROOF DRAIN PIPING TO BE 6" SDR 35 RIGID SOLID PVC PIPE. �TALL CLAY DAM''A?, ` �' ` ' , � `� ,, � ---_ ,` i, �� l ;FOqB`• � � ,,..--- "'J '�� __ - - �� i'i ` '��' � _`, TRANSIII„ON FROM-PERF. � 14. SEE ARCHITECT/MECHANICAL DRAWINGS FOR BUILDING C ROOF DRAIN LAYOUT. - +� ��_ � � ` --- __ � - �� .---�' ,-- ; ; � � �--�- VC TO �DUO PVC � 15. ALL DOWNSPOUT OUTLETS ADJACENT TO BUILDINGS SHALL BE DIRECTED AWAY FROM O �. . \ ��.., _ � `'� ,� `� '-- _ %� p_ _* � � .._,ti �,,.. ..---� j� � � _- _____ �_y - _.� " � _5 , , BUILDINGS AT A MINIMUM SLOPE OF 10:1. i M � � ��,,�% � . . - '� -" ` -- - - - � ; , - _ __ �- ��'" •CJ r J�' � � , _ - � � �"`�� i � -- �� 16. COBBLE SPLASH PADS SHALL BE INSTALLED AT ALL PIPE OR DOWNSPOUT OUTLETS TO = ; ;� ` �'" , � � - _, �•..�_ _ \� 1 ` -- � ' �'' , -*0 � v1L,� ~ � , ' . ! i i ��' _ ° INS7 L{.,_COBBLE SPI.ASH �� GRADE � ; i. �� _� "' ' � \ �l' 2 � __ - . �� , ` � -- -"'" '� , , __.> ` � �-� _---- -- �� D AT OU TLET ; � - �-,- , -- --- .� ,, ,� � � =_o �; _ -- G C ,- � �- ; � . �49 - - � � � �„ _ - __ _ ` �� • � ��-- FQ52.0 �`' � � t� � �_. � � ra -� � , � _ _'� � . / / � �, `^ ---... � -,..�, F 4 -,:, - � , ,� � , ,---.. _ - [ V� � `-, ,� �� \� ,�, '�. ��. Y r' SEE ARCH.�MECH. FOR � � i , a9� - 82S ts� �' •,_ � - � � BUILflIN� C ROOF DRAIN , _ , , : �� ., • ..,,_ �� `� ,� .,� , ` -_�� - . _ aNO FLOOR ow�uN u►YOUr � FDS�!8 � � w.� �. . . � :� ,-``�- . �i- . . 7 �, ��, __ ' , ' - J DROP TO 45.0 i . L�� __-_ ; � � .�.> � �� _ ' _ , �. • Fp `` � __ _ `-- � � N Y ;�, � �*,� � �._, . �'� ' i� � . ,`\ � , -�.... / I • 4.9,S � ry` � , " �---�_ �' � �J , ry-�.,_ ,... , FD47.8� _- , _ • `~�. � . �,� �, '� w. �. �� , � _. ._.__ _--- -- -'' i^�� Fp�•. --. r' , � � (/� O ��.' . _.�, ` �... `"�'. , , , ` 4 4`� ;r , -s '.. ��` � .` ` - _ - ____ . � �..� �,�F � B�NP `�.�� ' , �' ` '� � Q- � �.::, . �,. �t.. ; , � P �� . ��'�:<> .�• �..,�. ,� �, - �, � � , � .� � __ . / � - D48.0 , - - � �� .:::�.n;;«:,..:::... �." '^: ;"� � ��` ~ , ��• � __ .-- -~-- -- -- `�' - / .-�' � � � � '�'J � � ,i ��:: � � _ , . � 5 _ a�_ � . � � ---- . , _� I p . ��`�k:� , ` � �' �; . - ` i' \ �. -_�._ . ;, .. --1 �:� -_ � � o \ �� __ �� ° � � < �� , , ` `� ". 4' STORM MANHOLE ,� ^ � '! � e � . .. � �� - �a ;> l::: � - �-�. � RIM EIEV: 8246�,,5 � � � �� ., y� � �� FC�11:2.°a , __ °- a' _ �, � - . �- .--� ,�^- --_._ ,._.�. _._._ ---- 12' INV IN: 8243:ON , FD44.5 � '� � � 1q � � 8230 ' --�� ° '�-... ° ��4 a- .:: " � ,�, � ',.-- D .8�43.ON ♦ � �' � '2 -- --_ - � 1--�-. Q .- U «� �^� _...�� -�,� . � � o .. t:. --.,.,�,,.� � •• � ---' 4'�FiVD RAIN IN: � i � � � � � �"� � "-� F ' i ° '� �' � � � � � ' i , INSTALL_CLAY DAM AT �`�� Q � �� \ � --- �� \ _ •:��• � � ! ° ° 'd, . �< ' D47.0 � - . _. _ 4 FNO Di�`AIN_JN= 8Z43.ONE � • Q - , ; r ; ♦ ,`� ' TRANSITION FROM PERF. O �,...,� � � ' - �•. ° ;' r , - ` .. • , - _ �.. 6" ROOF DRAIN IN: 8243.5�' ,. � ,� �O¢) i, P�� To Souo P�� L. E G E N D - �'� ._ � CONNECT DOWNSPOU'f TO � � �'� �y a - -� � � . � , r " � ♦ NST�4LL 6 CLEANOUT ON ` , 18 INV OUT: 8242AE ,' i -' � ' 0 � ; ' � � � � BEL'OW GRADE 6" PVC ��`�� t�� `�•:�° i - �, � �, - �i.< ' � �b',PVC ROOF DRAIN ` , SUMP ELEV: 8240.5 � +` f"~- .---_.. "� � �•,, ' , ROOF DRAIN. SEE DETAIL � �J//�,�]�T ,. � , a a a° , o r'- r _ r � �� , A �Q • -� � , '� � r% - ' 4s. r FOUNDATION DRAIN - 4" SDR35 � � � � � \ � � V �. � `�4 \ � . . . . �1.� .C7 \ ., i �� O , � � � 1`^`1.� ■ �� O �� 8zz '�, -, , V�.� i ; � ,^ - ,,, ; .� d _ � , , - < tl �•.,,, ` o-- - --- Q _. � ; , .�8. ' ,.,,�-� a � RIGID PERFORATED PVC PIPE � � � ,»;':�,;:��;;��:: ° , _ L ,,� , .,�, , , d a , ,_ , r ... ,'_� � � , _ o_ . . _._ _.� \ ^ a` o "``"�'� �;�,. �� `` FQ i �i� ° ° �i ° a Fp��.� INSTALt-6 CLEANOUT ON ,� --' i � - -- �, �, ��y S i " � _ .��:..°'°��, a �' � � � ` `' G '?4 ; ° r a 46 , _ ° •� � ! • � � 0 DRAIN 6 ROOF DRAIN � , �o , , ,�G� a __ _ s PVC R00� DRAIN , / a , 4 FO U N D A TI N / , �' , FD .g � � , ! _ y �\ ., a ° �• � � � / . � �' '�, . Fo ,, � , , ,- , . - �o �� SDR35 RIGID SOLID PVC PIPE �`� ; /> 1�RD?�g ° � �' � �. � ` ' `�' , TQ�?S�ROP o`. ° �, ° " ° •° F�6`..� � , , � F�44:p �� , : -�'� � �i `° _ - - - -- __ _ � � Y/ ti'k P , �a ��. d e\ 9 � \ �` / ��`` d a � a . n �_ `-� -0 �� ``♦ `_/ /' � �'' ' FQw_ � � ' _ " � � ��; �� 11° � � ` ,�- � �� • ° � a2v � a • �•. - " �4 `�t��3, •�w a s M Ho � - - -- - - CLAY DAM - AT FOUNDATION DRAIN � . a / �♦ ::: � • � , \ T �,,* ;�-� Fa�o.o a Da, a ° 4 � �� a ..� �- -;-, ~ ` . ;� ° :F . ° � a ° °� - __ _ '-p,, - /�� ; -'�• -� E� _ s� . �� CONNECTION OF PERF. TO SOLID PVC x, � � � a . , .� a o ;":� e D • , a D46 �. ..---'' • - . - '^ � � � a � - ~--�., � , .� :�'�«�.... . • 39.c �a. -S <0 < '�a /� - 18 v-I -8 N � , .� � �-�-.. O .� � � a O � ♦ �;4. �,; V ♦ d � � d � iT o � _ � .. � D10 o E� e a a -,.� - , ---- _ ` .� �� :` aa _ � _ �. - __. �••�� a , `�,� ° a •r.�� F043 � � ' 45,p FN R � 24� - - ` ° "� �""-CQ.NNECT DOWNSPOUT~�`0 -- ��• � -�a- � Fp ' �•.,� 7 },,, � � � /� ; - 4" ND A IN: .5 �- � `� ' , �• � - „ _ 01T - `°%,�;;� _ -- 3g 0 . . Q 2 a � � » a -_ -- .3__ R" - --- -- -�� - ` 3.0 :}�:. . _BELOW`GRy4UE, 6 Pvc � _ _ , ___ . � o a ; COBBLE SPLASH PAD 9 - -.___ ,-` - •� a d i -., • O ' � o- � /' P . S EV- 24 � . , � ��' "��`"�` ROOF DRAIN. SE�DE��IL .---� i A a . D o a __ __ �"'� - <<;�;:<:;,.: ° � ....---- •. Q a . 31 ,,. --� �4 • 0 -- - _ "'� � �` , �-� �'';� ---- _. ,:::,:,,.. ____-- �'-,.,..r � . 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ARCH. -� � � "--- � -. 1 . S�oPE REVEGETATE AREA OF �y �,`1 ~ ��., ^-��- �y , � 1`� ""^�- _.___ . ISSUE RECORD: DISTURBANCE .,� 3� � ` ` "�- DIRECT DOWNSPOUT INTO 6" PVC � `�- � �_� -� �° ��' ' I� , Na Desaipi'an Date WITH NATURAL SEED MIX REFER TO GRADING PLAN ` '�---. „'''^f �" -. ' -_ " �--_. ' � PER LANDSCAPE PLANS FOR CHANNEL SLOPE , "~�.. '` `' " �. ``�... � � 1 , 1 ' �� w'+Wy,� �.. .. � '.hc'e,b� � ��.� L-._ _\,\. M1 �__....,` \ WATERPROOF TO ALL DRAIN PER ARCHITECT a'- s' COBBLES �n � ,,_` . \ ��` - ` ' � i� 12� MINIMUM DEPTH / O � �OOfd $Ct �0� 2�, 2� ARCHITECTURAL PLANS ' _ � � . ''� � ,�-,..�: -�, � '_ ` ' _ ` _____ ' _ --_--� . MIRAFI 140N FiLTER FABRIC � 2x MIN SLOPE AWAY ' ✓�� .,,� ^` � ` �- � ""'�- '� `--.� 30� OR EQUAL Z / Q FROM BUILDING r� � -m- �,��/'Q `�•�. \M1ti" ` - ,r�-� � _ �"�._ � _ -�- , � '1 Doc'� Ra:w Subm�lkd Geb 10, 2003 . MIRAFI i-�orr hCCP PIrC OUT3IDC Or rOUNDATIOIV � � �Wj / �� „ � _ �`.:<:.�3.. // �._..7 `�.. . � cFILTER FABRIC COMPRESSION AREA. MUST BE J a ° '� , Y � -- ,` ��"�P ` � ',-�- ` 3 Design Review Submittd Warch 24, 2003 eBUILDING SLAB lOR EQUIVALENT INSTALLED W/ INVERT AT LEAST 1 5 I I-I I I 3�_ s~ I I-I I I � - __ �' '~�,�;`" `°' „ � • �F �� ' ' _` ' - _ � � 4 Public Works Review N 19.2003 p o FEET BELOW SLAB. 6 SDR 35 - - I _ O�O - : p�,Q i ..0� - _ � _, . \ °y • y,��.� .� .��,��,� r.�,r�� d Q000 RIGID PERFORATED PVC PIPE. - - - - - - - m __ ''�� y� � . � , ' � � _ a oo°o° I-I I I- I I-I I - - - -I I I-I I I-I I I- �� ' ^,�, _ 0 6" PVC PIPE �"• 1 ---._ 5 Pertnit Set - - - - - - - - � GROUT IN PLACE ��-�. da ,. ''�.,, �� ,, June 10�2003 s, - - - - - - - - - - - - . ... , • - .--__ g�`3 _� � ��.� � ° 1-1/2" - 2" WASHED STONE I -I I I- I I-I I I_I I I-I I I-I I I-I I I-I I I , �4�.., _� � � � �, , - � _, -- 1 F ° 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 ` -- 0 5' MIN �" ---,;: .,� ;:.:^ " ��D21.� ' <� � �' ''. ,____� ' �•�.�,�. '� ." --�.. � �� ' 4" SDR35 RIGID PERFORATED PVC \ � A `w.. �° Q , � e� ' I-III-III-III-I II-I 6' PVC OUTLET PIPE .:.� ``� -�� , .�r:... , � � __ �� `, ` �SEE GRADING PLAN FOR COMPRESSION ZONE PERIMETER FNDN DRAIN. DRAIN TO � »»��'�,,. . � _ C - , � � � OF FOUNDATION FOOTER DAYLIGHT W/ 1� MINIMUM SLOPE �� _ _ CONNECTION INVERT OUT �� ' � � - ._ • --- - - _ __ _ � ��J�� :�,:,. -..., I SECTION A SECTION A � .� BELOWC RAOWNSPPUT�TO-" r��, � FO U N DAT I O N WALL D RAI N w _, �� , '� c DE 6y � - --- -- _ � FOUNDATION DRAIN AND (NOT TO SCALE� PVC PIPE . ��.� . ROOF bR�41N.--SEE_DETAIL. • � ROOF/FNDN DRAIN OUTLET � � � � � � ROOF DRAIN PLAN FLOW DIRECTION 3 SIDED DOWNSPOUT RE• ARCH � OR DOWNSPOUT OUTLET DIRECT DRAINAGE AWAY FROM � DIRECT D�WNSPOUT INTO 6�� PVC � ` �' �` � `` - _ � BUILDINGS AT MIN 10 1 SLOPE � ." � f � "" - -_ �. ... :�'„ yJ`JJ ` ` � � � __ �__ `` a SLOPE CONCRETE AWAY FROM x� . '`° � ' f � `"'Y- y� �`� - ,.� BUILDING AT 2% MIN SLOPE. ' � � ` o � � �'" �, 4° SDR 35 RIGID RELATIVELY IMPERVIOUS COMPACTED OOO O O � �- � p ° ' �° °"' • PERFORATED PVC MATERIAL USE MATERIAL ON-SITE � aa � � � ° � �fl� _ �p kEG/sj PERIMETER FNDN 1-1/2° - 2" AS RECOMMENDED BY SOILS ENGINEER. OO O O O O - ` � • - . ��`y'_` ' _ � � � Q•Q`••'•••'••F9 4 DRAIN WASHED STONE A � Q � A 2p � ' ' ° a ---' , RD19•0 ``�-•�, o�O��,T��!�F o� - O O 3.0' _ � � �"'�---�,'- ___� I_ �` �':� �1�: 0�� Q�o - - c� � a a ---` �. ,__ , FD18.5 __ Z 372 :� � _ - O O O O O O O O z�: , a _ `�RDa�0 � --- • �-' _ I -o '. .'� 000 0 �,� , o ��•. : � � a � � _ �� ____ .rF'••.....••�G� � �� ° O O O O O O O ro'`A a ` __ '�-, --- _ -- - _ SS/0 N A�-F, �oO 00 � - NSTALL C SH � \ INSTALL CLAY D AT ��, /�� O�DOO� � ----�" PAD AT T OUTLE-T.- -� � �,,TR P F. `I�'U[/ �� " -' °o - - - t o' 5 0' � 6"PVC PIPE IN CONCRETE -- ''`� DRAINAG �'" +- � SOUD P --- --- I � DIRECT DOWNSPOUT INTO PIPE. ''�-.. ING. D15 � - --` -- (� -��OS MIRAFI 140N / " . FILTER FABRICJ 4" SDR 35 RIGID PLAN D 4" � _ OR EQUIVALENT SOLID PVC '�-�-,._ -- TALL CO PR��^ �� INSTALL CLAY DAM � - "� � � �^--._ -- -- �` TO FORCE WATER C LAY D A M � � R 0 0 F D R A I N D 0 W N S P 0 U T I N L E T _ 1 --�AQ--A ___ -- - � -- INTO SOLID PIPE (NOT TO SCALE) C 0 B B LE S P LA S H PA D 3 X 6 � (NOT TO SCALE) � _ ^ - � ----- --- __ i --- __. (NOT TO SCALE) °- ;-�--a___ Q ~ a__ � i --- ---- -._ _ ' =--- __ _� � IN�'TA - �� PLASH DATE 6/10/03 '_. 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N N = 8199.13 `�� ' _`.._ ''�"""'-�. _ �� "'^--..�.,...�,�,,, ,,,�" �_ - 8""� _.,_ ..., .,,. . k,_. ,�.-,, .� ...� a� �:`' r --4_ -- - -0 o ` - _ , �� -\ , _ n �� 8" INV. I E = 8198.96 �� -� -- _ -___� .,.....,,. � "'4 -*»' .�. ` ` . �- __ .' �, �w�:,:.-- _ - � _ _ � � s' irvv U W = 8198.76 �` �- - ;.��_ -�-` _ - ___ -------- "�-- _�..� � �'RQlV 7'�G� Rpq �" ..�..�._,..:. O�' �".. _ � ,-, .- ---� - - -- � 82i o �- - , � � �'� Q � '� U � PRO. 5" P VC SE11 ER�1 ' - _� -_ _ - -_._ � -w��, I) ,_._.,._�.. ....,.�� v�;:;`" . ---- -,. _ __ P 0. SEWER MAIN - - ._. � -- _____ �_ _ �`� � ��'�` °�- _ -- - - - - SERVICE AND CLEANOUT �"-` - - - - �" �� . - - - � O _�� ~� K - �... t '+'^•-- � � � w 44.0'�-� 8" P VC O 0.5% 80.3' O 8.5� �-� ' -- �� '"- ------ ---- _.. --- --- -_��``°.._._._.„_,,.r.,_,:, _ . '""'"'"' "``^..... ~��^ .�. ---- �'°-- -. �+'--- _ . _, - - _ - --- �_� � -� •- _ _'.,. '--- --___ " '_ ` '----' -_. F3 _ �""'"`+�.--.�. , i . _ . ;, �i `^"'.�.,r,t..� +�.,�,,, ' - •�~ � GAS��._ _ - - � / � � STA. 2+55 PRO./SF�WER MANHOLE #8 PRO. SEWER MAIN ��-� " --- _-__._ _i --�-- _-� _ 2�g - -- --- . � "" '"' � • �: . -:` . -� . . _ -- �� -- RIM = 8210.40 �� _ -- - - ` `___ ---- �� •. - - - -- _ - ' 8" I V. IN E = 8199.36 350.4' - 8" PVC � 0.5� -�-� _-_`_ --- ____ __� ---- _- '__ _ - --- __- ---- � -- "` , ' �' y a - - � � '^" ,�.� � � �"�� ; �� , ` � a � �� ti� � 8" OUT W = 8199.16 STA. 6+05 PRO. SEWER MANHOL� _' _-_,� ''-- -- - -__ �__--- __ -- --- -__ _ _, --- _ --- -- - - - __ �__ �� `" ", • ��s-.��q _ qg ` � RIM - 8209.00 �_�_ z - --- - -_� ____ _ ___ - --- ___ --- -- - -- ' � ' � �.� ��-c,� � 8' INV. IN E = 8201.29 '�---__ - ---- ___- __ --- ---- -_ �_ ,,- pe� �"'�� ► TERCy�4NG �- _ _` � PRO_ SEWER-MAIN.___ _ � �' _30 T�y � 17$ ; �`� � / 8" INV. OUT W = 8201_09 �---�, ""--- �' - ---- -_._._ _- _._� _. -- __' -- --- TM� �A� ' ,--,... /� ��__ PRO. SEWER MAIN -��` - ._..__� __�'103.f3'---8"PV�� 2_3� � `- ___ __.__ __--- -- - �''�'a� � t � \ '--��_ 310.4' - 8" PVC � 0.5� ��`'�-•�_� ` STA-9+�5-PRO. SEWER MANHOLE #4 - ��-- ,t , � \ '�--z� � �1��_ _, - -- -_-RIM =_8208.50 ----___ _______, � �Q � �, \\ �-��`� 1-70 INTERCHqNGE 176 ��' y 8" INV. IN NE = 8203.02--- -- ---- --- ___ `- ------ -_______ o, , PRO. 5' PVC SEWER _� ��UND ON-RA ��-�. 8" INV. OUT W =_8202.82 -_ -- -- � -- '-"-- -_ _ _--_ _____ ____ �� , SERVICE AND CLEANOUT -'�'--�--��_� Mp i '- � �_.� --- - __" ---- - _ �_ _ -- -'--- -`-- - -_ _ _ -- � 57.0' O 53.0� -�-_� �� `" --- __ _ - , � PRO. 8" PVC SEWER `'�'��_ ? _��__ --- ---- � � _-- _'__ __ -..__ -_ y . 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S luIANH�L�E �1� � , � ------________ _____._______._____;_�______�._._�__,------ �----- ------ - -I � ' --- ----------__k_-_ �.__.�_...� _�._--- .-___._r--- --- ---__-- � !� I ' i� I i • ; ; , --i------_ - -i � , i i ; � � ' ; 1 , /� ` ( � RIM = 8211.30 ( . ; � i ' ; � I � ; � j ; ' ; �; - � i � - � , 8° INV. IN N 8,199.13 ; ' � ; 1 � ; , I ; � ( � j I ; � I 8" INV. IN E = 8198.96 i i , i i � I � i i i I ' i � i � � i . � ; , ; ' , ✓ ; 8" INV OUT W = �8198.76 � DRAWN BY I�T � � , ' / / , ; � ' i i I I i ; � i I ; ; i � j i i � � ' � -' � , ' ___� _ _� � --------- -______. ___----__.--i-.___---____._�._ �___------------ -------- _ _:- --_________---8224 8224 ---.__..__-------� ------------- -- ---- --fSTA-1�2+18 CHECKED BY �- -j------_..T_�__._ � � I I -`_ �_..__ __-�""_'___Y._._'__"_�' �_. j _ _��--_______- I "' ,�` / i � , , i 4� ` i � ,� ,1 I , I ( EX. S�WER MANHOLE 0120 , ---.___ __-_____----- ----------- -- ---------------------__, ______-�._.___---,__._/__----------�_ __ � � � � � � / ' PROPOSED � / � I EX RIM = 8223.60 8224 -- -;---------------- - ------._____--__----------------I ----_______ I � � � i i I � � ;' ' � _ i / � \ �' / I � � ' � � i PAVING (TYP.) � EX INV. IN E = 8214.90 REVIS�QN� j' , ; I � � � � � ; � � � � I i � � EX IN�/ OUT S = 8214 60 � i � � ' ' � I � --� ____ � ! � , ( ( / � i I ADJUST RIM TO MATCH ! ; I � I ; / � I � ' I � � � , ' ' Na Desai fi� Date � � i , ; � , I , i � � � I � � � EXISTING GRADE p i j � � I ; � I I � � I I � �'� ------------- � ------ -----__: __._ __��.._...� P_R0.-RIM ELEV. = 8228 00 � � -� � �__�__ � __�_�__._.___ ___ _�---, -_-- ----- ----- -- -------- � ,.____._.____._ � ' � �i� _�. ---�---- ---' ____...--------------- �-----�__,_._._,.,._------- �---- -------, '____--------- �- --,------- � � �.____._______- �__; -____ _________.�._______._--- - �------- -_�_____�_��- i � , � �( I ' ! ; i � � � � � j� I � � ; � � � � � , i I � j � � SEWER 2 SjA. 2+11, SEWER 3 STA. 11+00 � � � ; , i � ; � � ' ; � �� I � I i ; � � , � � PRO. SEWEF� MANHOLE #10 j ; � ; ; I ' � ( ' I ; � � , / � I ' ; I RIM = 8211,30 � ; ! I ; i ( j � I STA. 10+18 PRQ. SEWER MANHOLE �#2 � ! / i I I ; ; ; I i EXISTING GRADE ; ; ; � , 8' INV. IN I� = 8199.13 � / ABOVE SEWER LINE; � � � ( j � � RIM � 8211:00 i , ' I ! ( ' 8' INV. IN � = 8198.96 ; I ; i � i � ' ' i i 8" MAIN INV. OUT SW = 8205:30 � � EX 8" VCP FROM MANHOLE ' j � � � � � I ; + � �. -- ' -- ---- �- �-- �- --�2tf31-064-0100 8216 � ___�.__J _ 8' INV. OU7 W = 8198.76 i_ ___. � _ � �-- ----- � -------- i__ __ � ----�. �_________.__. i,._._ _______._._�__�________�-; __.� , __ , - -- - - 8216 8216 - , ;�.__._______ -�_._- ; "' , � � 7 � PR6POSED GRADE � V L ' �`Y- I j�-�� r � i V� � 1 I , � � I ( ; j � PROPOSED 12� HDPE � ABOVE SEWER LINE, � J r ; ' STA. 1+00 PRO. 5EWER MANHOLE #12 � /I � � � � ! � � ! ( ' � � � I � i � , ( CUT EX 8" SEWER MAIN AND j / STA. 2+55 PRO. SEWER MANHOLEI#8 / � � I ; , � � � ; i � ; � � , � EXISTING GRADE � / , ' ' ' # ' � � ABOVE SEWER LINE, // � INSTALL NEW MANHOLE. � RIM = 8210.4U �, � _ � I � STA. 6+05 PRO. 5EWER MANHOLE �{6, � � � i STA. 9+15 PRO. SEWER MANHOLE 4� , � � I , � � i � � ; � � ; � i j RIM = 8208.50� I I . i ; 8' INV. IN E = 8199.36 v � I � � RIM = 8209.00 ; � � ' ! , � � � � �/ RIM =8Z04.00 i � i , � � 8" INV. IN NE = 8203.02; ' ; � � � �o%;/ PRO. INV. IN E _� 8195.06 � � 8° INV. OUT W = 8199.16 I f PROPOSED GRADE ' 8° INV. IN E = 8201.29, ; j ; ; i r EX. INV_ OUT SW� 8195.0 APPROX. j _ V � V ' ( _�__�^^. -,--J--` "- --J ' _ ��__�_�_ , _._ 8" INV: OUT W = 820282� - - --_- �--�-_------ -_----- � �-- - �ABOVE SEWER LINE' � 8 INV. 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SEWER MANHOLE 0140 TO BE REMOVED_ 2 Desi n Review Submittd Feb 10, 2003 � I ` � � � i � ; � � i � ; � i � � � � r��I�IErT ODnDnSEO A° DVC � / � � � � i 1 ; ; I � � � � G-^+`X � " ! �- .. i J Dcaiyn Rtric�:n+lnnilld Nui�.li Yt, Y003 • / 1 i � ; ; ; � ; i i j ' pR 35 � � � /i SEWER MAIN TO EXISIING 8 VCP. , i � I i PROPOSED 18' HDPE � I ! 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PROPOSED TRANSFORMER �� "^�-�_.,_,� ` � . �=;;� , i;,,� �"'„ '---.__,___ • , • � AND PEDESTAL LOCATIONS � w""`�--.�.� * � . 4`��;� • • . _ _--E _._ I CONNECT PRO PHONE Na Desaiptwn Dote EXISTING PHONE � �'�"'�"-�-�.�„_ � � � , . . — -'- . AND CATV SERVICES TO MANHOLES TO BE � / � '. •, ` � , • , ' . BUILD�NG ADJUSTED TO GRADE � / ` � ` ,•. 4� • - � . ; . .,, .. s. • �`�� , � , I „� � CONNECT CAN TO NEW � � EXtS7'ING. ELECTRIC MANNOLE . . • . . �' " � '• ' ` '• � ' `�'':��:"' COMCAST CAN UNE. � CONNECT PRO ELC � 'f� HE ApJUSTED T� GRADE. . y.. `�� ` . ' '� ��=5'='"� COORDINATE CONNECTION AND � � 1-1/2° GAS SERVICE TO �.�:;, � � R�T/#T� R1M 1NTQ A�fl'HAtT. ^: • �, . • ;a,��=, , , , LOCATION WITH COMCAST. �� EXISTING MAIN � � _ � ' - .` . � • , . , GV \�� .. ,. '�• ��.,.•�• � � ' • • . EXISTING ELECTRIC _ � � '��., '�� . '�' ��r.� / � .. . .. . ' � ' . , . ' ' _ . . ... . . : . . , y� � + � VAULT TO BE � � �' 4 = ��+s._ / ADJUSTED TO GRADE � � � • ' ' - ,~ . 4 � � -�. � � �_ _� _ , , ',```� / � , � �- EXISTING PHONE .� . '�- ` � � MANHOLE TO BE :r .. :.�;�� . �s � � / � -� ADJUSTED TO GRADE � "'�'�-� �:„w - : _ : 00� ` IS�IE RECORD: -�-�..�': � \ — � � � �`_". -�_� :.�'-' �• • � ' . � / � ,� � � � � —_ � �-- •"`�. . .. "�---� �_• •. ... . � ,OpO � No. Desuiption Date --. � �-'-�....:::>:;:' . .'` � �� '� � ELUPSE INDICATES EXISTING _.,�;�, • '�� • .' . �• ` �, s � � � � � � GAS LINE TO BE LOWERED TO �„� `""`" �.r;. ' •• ,•' _ �' -� � � � � MAINTAIN REQUIRED COVER "�- �.,,,� ` \.;;:.;, - y�r 1 Coad Set J�l 13, 2003 �_ _ ` �� ••�... . .. . ``,�,...� '� � _ � � _ _ ' 2 Des Review Submittd Feb 1�, 2003 - ''— —_ ____ —' ` � � C 3 De�gn Rehew Submittal Idach 24, 2003 � � � ` � � � � ` � > � 4 Public waks Review �lay 19, 2003 � � EXISTING LIGHTPOST "� / � � -- � � � TO BE RELOCATED \ \ 5 Permit Set June 10, 2003 � � � \ � � � � � _ � _ � \ / / � � � � ` � ` � � � ` ` �� SHEET CONTENIS: � � SHALLOW U1ILITY PLAN � � � � � � � � � � � / � \ � �- _ / �„.. ._._.____.._�.._._-- \ � ��p kEG/SrF� \ �,.....� �, O :'g.TAR '•. O . �� . v: �: .� 7,tTf S • . � 3 . i0 �i ��_� ��FSSIO N P�-�'��\ Gc�c�c� � —la �- o3 1 - ALL WORK TO THE ELECTRIC SYSTEM PER HOLY CROSS ENERGY STANDARDS AND SPEC�F�CATIONS. GRAPHIC SCALE PROJECT NO.: 1039 2-ALL WORK TO THE GAS SYSTEM PER XCEL ENERGY STANDARDS 4° ° 2° 4° 8° '6° AND SPECIFICATIONS. �A� 6/10/03 3-ALL WORK TO THE PHONE SYSTEM PER QWEST COMMUNICATIONS STANDARDS AND SPECIFICATIONS 4-ALL WORK TO THE CATV SYSTEM PER COMCAST IN FEET = 1 inch = 40 ft DRAWING N4� STANDARDS AND SPECIFICATIONS. � � � � > � , 36" MIN FENCE POST FINISHED STRAW BALE DIKE WOVEN WIRE FENCE (14 1�2 GA MIN. MAX 50' MIN. GRA � v"'�^�^'- ��''"�. 6� MESH SPAGNG) WITH FILTER CLOTH OVER T ODELL ARCHITECTS, P C t�� =�� o• FLOW s' ��'y ZO� MIN o(p� A@CHITBCTUEB PLANNIAG INT861065 �Cy;'- '=..;' - - �'o� J2065 Castle Carl Sude 150. Evergree�.Cdaodo�139 L � r, �y ' � V, FLOW UNDISTURBED GROUND -I 11-"'=I 2�-3' DIAM ""� "':`"'"� 4� VERTICAL FACE _—_ EXISTING� II o Z 10� MIN°oo° �1� Tdephme 30J610.598U fammle 303.670.7162 GROUND -� � EXISTING BOULDERS t�„� � � y-,, CopxghL Thro doament s on mslmment ol saxces,ond as wdi ranais U o �, PAVEMENT � '�I� EMBED FILTER CLOTH 16" MIN. �u-�I i tlrc prapaly of the NchTat Pamssm fa ux of iMs doammt a lmded og 4� MAX md cm 6e acleided mly br ogcanmt�dh Oddl kdateds,P.G. BEDDING DETAIL MIN 8° INTQ GROUND � � � � � T�, 3/4" WASHED ROCK , �� SECTION . PLAN VIEW � - - F;� l� DROP INLET WI1H GRAIE COAIPACIFD SOIL TO STAKED STRAW BALE MIRAFI 140N OR 1' MIN ��,.nsrrwf wr �n. PREVENT PIPING � O ANGLE FIRST STAKE TOWARD �,/; .-�, WOVEN WIRE FENCE (MIN 14 1/2 GAUGE, EQUIV GEOFABRIC R PREVIOUSLY LAID BALE � --- -.'�-` J � MAX 6" MESH SPACING) SiRAW Bl�LES STAI�D WITH "Y-°- RUNOFf WA1ER FlLIERED WAiER -'", S S= 1W0 STAI�S PER BALE 50' MIN FlNISHED -'ax.i�rti.i' � - z �p• WIiH SEDIAIENT EXISTING MAX C. TO C_ 36" MIN. FENCE POSTS, �,,,,4�1�` S r t�� _ y� DRIVEN MIN 16" INTO 3• PAVEMENT GRADE FLOW r'"�,t�� -------- \ - ,.-- _ � t ; ___- GROUND �"- � , /"" �-� 6� MIN S :r,v.rr�+;,vin��r;, • , � V-- _ . ? � � _ __ o � ` � 4" PERFORATED PVC �- , ` '' , --- v� '� IIII I� DRAIN TO DAYLIGHT �- -- --------- �� \ ,�.��'s,r •-- �S �j i '=a " �---' � � n a a a �_ -i ,�,,�� ,,, ` ` � � BOUND BALES PLACED ON x , ' � ,` a a I =I I�-I II-I I FlL7ER � � �2- M�N -] �EARTH w PEAK LAND CONSULTANTS,INC. ' % CONTOUR /—� a A � I I EXISTING FABRIC MOUNTABLE BERM � ��E�f/"� PEAK CML ENdNEERNG,INC ,tnV4fe�r�ie� � .�� __ _ ' y � OPTIONAL � , �j � - `� � _ ___ - /y � HEIGHT OF FILTER n III � � PROFILE � ) 970-476-8644 F V �7� I II '�� GROUND N.T.S. _ � ,� � � �.__�� y" `a � n m —� � ' .��/d�� 1000 LION'8 RDQE LOOP All� =tr r �;;`y ` �-'�_- 2 RE-BARS, STEEL PICKETS, OR 2"x2" STAKES l = 16° MIN `_ �y, � _-_--_____-� i- ,� r, -__--__°" 1 1/2' TO 2' IN GROUND, DRIVE STAKES ,� � I � m � II � ts '' _ � "�� FLUSH WITH BALES. ' J �� --�� y —�� I ,,. CONSTRUCTION SPECIFICATIONS --__ t%'' -- �---� -- 1�� 8� MIN � � � � � / � i I +•`. ANCHORING DETAIL � ��0� � �� /� �1 /� 1 STONE SIZE - USE 2" CRUSHED SCREENED ROCK � '� TRENCH BACKFILL ---' / � 2 LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET \� �� PERSPECTIVE VIEW 3 THICKNESS - NOT LESS THAN SIX (6) INCHES '��,\ -.�,�_ �\�,�`' SPECIFlC APPLICATION: 4 WIDTH - TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS \/� �� M'ti'� %/\� � OR EGRESS OCCURS �\�� ~ ,� � � '� :�\� N ? CONSTRUCTION NOTES FOR FABRICATED SILT FENCE THIS METHOD aF WLET PROIECTION IS APPLICABLE Y+HERE iHE INLET DRlUNS A RELAiIVELY FLAT 5 FILTER CLOTH - WILL BE PLACED OVER THE EN11RE AREA PRIOR TO PLACING OF STONE_ �/%��/ � ' `y , � , C �//�� •� CONSTRUCTION SPECIFICATIONS AREA(SLOPES NO GREAT62 THAN 5 PERCENn WHERE SHEET OR OVERLAND FLOWS(NOT EXCEmINC CLASS 6 ' � y\ � 6 SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON57RUCTION ENTRANCES c;b . ' 1 WOVEN WIRE FENCE TO BE FASTENED SECURELY TO PQSTS• STEEL EITHER T OR U TYPE OR 0.5 CF5)ARE iYPICN..THE UEiHOD S11ALL NOT APPLY TO WLETS RECEMNG CONCENTRATED FLOWS. ROADBASE /li �, �i. SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5 1 \ � `� � � FENCE POSTS WITH WIRE TIES OR STAPLES 2" HARDWOOD SUCH AS IN SIREETS OR HIGHWAY NEDIANS i�/ �`�'x�� '�� SLOPES WILL BE PERMITTED \\: � �' �� BEDDING � 1 BALES SHALL BE PIACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW 2 FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WOVEN WIRE, 14 1/2 GA 6° 7 MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING �/,/ � �/ ZONE WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES WOVEN WIRE FENCE WITH 11ES SPACED EVERY 24" MAX MESH �PENING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING �� '� � , �\� 2 EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUI� OF (4) INCHES, AND PLACED AT TOP AND MID SECTION_ WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES � �� '� `�/� SO THE BINDINGS ARE HORIZONTAL STRAW BALE DROP INLET SEDIMENT FILTER USED TO TRAP SEDIMENT ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC � ' /�i O 3 BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH FILTER CLOTH FILTER X, MIRAFI 10aX, RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY UNDISTURBED .� � � � • �t �j`�� DRIVEN THROUGH THE BALE THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN OTHER THEY SHALL 8E OVERLAPPED BY SIX INCHES STABILINKA T140N OR APPROVED 8 WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC SOIL %� v� •� �, � � �` �� TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER AND FOLDED EQUAL RIGHTS-OF-WAY WHEN WASHING IS REQUIRED, IT SHALI BE DONE ON AN AREA STABILIZED WITH /v `�� - � �s �� /� � STAKES SHALL BE DRIVEN FLUSH WITH THE BALE N.T.S. / / �' � 4 INSPEC110N SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY 4 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND PREFABRICATED UNIT GEOFAB, 9 PERI DIC NNSPECTION RAND NEE ED MAINTEN NDCE SHALL B PROVI ED AF ER EACH RAIN ~\\��''�/%��//.�i�%��\��!`-��%��%�� AS NEEDED BY THE CONTRACTOR MATERIAL REMOVED WHEN "BULGES° DEVELOP IN ENVIROFENCE, OR APPROVED 10 STABILIZED CONSTRUCTION ENTRANCE MUST BE INSTALLED BEFORE BEGINNING CONSTRUCTION_ 1/4 OD, 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO THE SILT FENCE EQUAL 6" MIN � BLOCK OR IMPEDE STORM FLOW OR ORAINAGE 5 SILT FENCE MUST BE INSTALLED BEFORE I u A BEGINNING CONSTRUCTION STRAW BALE DIKE SILT FENCE Sr,aRii i�Fn C:nNSTRUCTION ENTRANCE CULVERT BEDDING DETAIL � N.T.S. N.T.S. N.T.S. , � � , � � � � - � o- � -� 4°- 6" COBBLES — . REVEGETATE AREA OF 12" MINIMUM DEPTH O '"F'� � � DISTURBANCE SIDE SLOPES PER PLAN � � Q WITH NATURAL SEED MIX MIRAFI 140N FILTER FABRIC � � � � U OR EDUAL WIDTH PER PLAN REVEGETATE AREA OF DISTURBANCE AND CHANNEL �� I REFER TO GRADING PLAN ��'� �� WITH NATURAL SEED MIX PROPOSED GRADE (TYP) O �� FOR CHANNEL SLOPE O � — I I I I O DEPTH PER PLAN I I I I WIDTH PER PLAN GENERAL NOTES � ? � � PROVIDE APPR❑XIMATE 4' DEPTH � � I I I I I- O_ —I I _ � REFER TO GRADING PLAN � ADJUST DEPTHS AS REQUIRED T❑ RAIL FACE TO BE B' MIN 1 RATE OF SLOPE DEPENDS ON GUARDRAIL LOCATION � DRAIN,I AND �HER UTILITYT CR�S�NGS OF�URB fAOM _� � � O ( I I I I I I I I I I I I I- FOR CHANNEL SLOPE - �RAL FIICE(5 NQ� -FOR GUARDRAiL FACE 2 Ff OR LESS FROM THE NORMAL EDGE OF PAVED _ _ GRASS LINED SIDE (SEE NOTE 7) a� N � SHOULDER, CONTINUE THE RATE OF SLOPE OF THE NORMAL PAVE� SHOULDER � � � � I / SLOPES PER PLAN TELEPHONE CONDUITS �� F� TO THE BREAKPOINT I I ( I I I �j I I I I I I I- BY OTHERS COORDINATE 27' 27� -FOR GUARDRAIL fACE MORE THAN 2 Ff FROM THE NORMAL EDGE OF THE PAVED � ( ( I I I I I- —I I I I I I DEPTH PER PLAN � ELECTRIC CONDUITS AS INDICATED WITH CENTURYTEL SHOULDER, THE SLOPE SHALL BE 101 OR FLATTER � ON ELECTRIC STRUCTURE AND °o°o°o°o�oao o° CAN (1� 4° CONDUIT — I I I I I I 1�j I I I CONQUIT SCHEDULE SEE SHEET C5 1 ,o 000000� o� 2 WHEN SPECIFIED ON THE PLANS, EXTEND A 2 IN MINIMUM 7HICKNE55 PAVED SURFACE TO I � I I I I I � I I I � I I I I I I I I °�° °�°�° ° °� 1 Ff BEHIND THE GUARDRAIL POSTS OR TO THE EROS��N CONTROL CURB AS SHOWN ON PLANS A�HALT CUTTING & PATCHING OR OTHER APPROVED METHOD SHALL BE USED TO MINIMIZE DAMAGE V I I I I I I I I I I I I I �J �12' MIN SEPARATION GUARDRAIL TYPE 3 W-BEAM TO ALL PAVED SURFACES UNDER GUARDRAII INSTALLATIONS COST FOR ALL REPAIRS TO THE I I I I I I I I I I CAN, TELEPHONE & ELECTRIC � TELE T❑ ELEC I I I I ( PROVIDE 1-F00T OF 3/4" ROADBASE W PAVED AREA WILL NOT BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN � I I I I THE COST flF THE WORK A MINIMUM 3 IN THICK FIBER REINFORCED CONCRETE PAVEA�EM �1AY NOTE AL50 BE USE� FOR PAVING 6ENEATH THE GUAR6RAIL INSTALL POST IN A�y IN OVERSIZED 1) SWEEP ALL SERVICE AND MISC. EMPTY CONDUITS, TO ROW FORMED HOLE FOR RAIL RUNS AND TERMINALS AS DIRECTED PAYMENT FOR THIS PAVED SURFACE � LINE OR TOE OF SLOPE, WHICHEVER APPLIES. �» WILL BE MADE UNDER A PAVEMENT OR CONCRETE PAY ITEM WITH QUANTITIES SHOWN ON THE PLANS � 2) MARK ALL SERVICE AND MISC EMPN CONDUITS WITH FENCE 7' POST IDENTIFlCATION POSTS SPRAY PAINTED PER THEIR RESPECTIVE COLORS. 3 THE MINIMUM GUARORAIL OFFSET FROM PAVED SHOULDER EDGE SHALL BE � (SEE NOTES ON SHEET 2) p � FOR SHOULDERS 8 Ff OR WIDER COBBLE DRAINAGE SWALE GRASS LINED DRAINAGE SWALE SHALLOW UTILITY TRENCH � z � FOR SHOULDERS 6 FT OR LESS THE ABOVE 2 Ff GUARDRAIL TO SHOULDER OFFSET IS DESIRABLE BUT NOT REQUIRED FOR �� N.T.S. *2�n BREAKPOINT I EXISTING HIGHWAY WITH DESIGN SPEED OF LESS THAN 50 MPH MINIMUM OFFSEf � N.T.S. N.T.S. OORPA EDDGE OF RAIL IS 0 Ff FROM ANY WIDTH PAVED SHOULDER OR 4 Ff. FROM TRAVELED WAY SHOULDER (N�TE 1) II A ONE-WAY ONE-LANE RAMP AND I . • � �� ` - THE NON-OFFSET GUARDRAIL BEGINS AT LEAST 100 Ff BEYOND RAMP NOSE D & L I-3386 FRAME dc D & L I-3518 FRAME dt GRATE WITH TYPE 13 BOX GRATE WITH TYPE 13 BOX - THE NON-OFFSET GUARDRAIL IS NOT LOCATED ON THE RAMP EXIT OR ENTRANCE ` ' ~ PRIMITIVE TRAIL OR EQUIV_ ( MUST BE BICYCLE SAFE ) OR EQUIV ( MUST BE BICYCLE SAFE ) 1 51 MAX SLOPE CURVE CONNECTION 70 THE MAJOR HIGHWAY 3" DEPTH PROPOSED GROUND PROPOSED GROUND AT POST �� CRUSHER FINE - 1/2" MAX PROPOSED GROUND (SEE PLANS) PROPOSED PAVEMENT (SEE PLANS) 2" NiIN HBP - THE RAMP SHOULDERS ARE 4 fT OR WIDER (SEE PLANS (SEE PAVING DETAILS) (SEE NOTE 2) - � �� REMOVE TOPSOIL , � USE OF GREATER THAN MINIMUM OFFSEf DIMENSIONS IS ENCOURAGED TD �tEET THE SCARIFIED AND COMPACTED SUBGRADE DESIRABLE GOAL OF PLACING THE GUARDRAIL AS FAR AS POSSIBLE FR0�1 THE TRAVELED �/ � \ WAY, EVEN FOR SHORT DISTANCES, WHILE PROVIDING A SMOOTH CHANGE IN GUARDRAIL // 5. /� / � � ` , 7' POST ALIGNMEM . �/ . . 4 IF 2 FT CANNOT BE PROVIDED BEiWEEN THE BACK OF THE GUARDRAIL POST AND ORAWN BY RB 2% MIN ` TYPE 13/i6 ; RESTRICTIVE ROADSIDE INSTALLATION // CURB INLET , WITH 7 FOOT GUARDRAIL POSTS THE BREAKPOIM, USE 7 Ff GUARDR4IL POSTS REFER 70 7HE "RESTRICTIVE ' ` ROAD5IDE INSTALLATION' DEfAIL qiECKED BY pVC � �% M�N ' � P�� 1� MIN � (5EE NOTE 4) , �j SpR35- P�PE S�ZE SDR35- P�pE SIZE 5. WHEN SPECIFIED ON THE PLANS, INSTALL 4 IN. HIGH 1YPE 6 CURB WITH ITS FACE AT OR BEHIND I I SEE PLANS FOR � � SEE PLANS FOR � � THE RAIL FACE AS AN ALTERNATNE WHEN SPECIFIED ON THE PLANS, INSTALL A 2 IN x 6 IN TREATED {AASHTO M 133) WOOD CURB FASTENED WITH A 4 IN LAG BOLT AND W,45HER REVISIONS� I I I I �� , . AT EACH WOOD POST, OR WITH A %IN DIA BOLT WITH WASHER AND NUT AT EACH STEEL POST � ► . � IF THE 2 IN x 6 IN WOOD CURB IS SPECIFIED, IT WILL BE INCLUDED IN THE COST OF THE GUARDRAIL N0. D25Cfl CI011 DOte I I I I I I I I STEEL TUBE IF APPROVED BY THE ENGINEER, A 2 IN x 4 IN TREATED WOOD CURB MAY BE SUBSTITUTED P �j ? ? (SEE DET A IL) F O R T H E 2' x 6' C U R B A N D SEf ON TOP OF PAVEMENT SURFACE AND ATTACHED AS DESCRIBED ABOVE � � � 2��2 x 2��2° x ��4" x 8° NO SPLICING SHALL BE ALLOWED IN WOOD CURBS ADJACENT BDARDS SHALL BE BUTTED TOGETHER �� c� • co GALVANIZED STRUCTURAL STEEL TUBE AND BOLTED AT A POST LOCATION JOINTS SHALL BE LOCATED AT THE P05TS PROVIDE GROUT AROUND ALL PIPE • , n ,, PROVIDE BACKFILL OF 3/4' ROAD BASE pROVIDE GROUT AROUND ALL PIPE ' , . R � PROVIDE BACKFILL OF 3/4" ROAD BASE CONNEC110NS AT NEW OR 1 UNDER & AROUND INLETS, CONNEC110NS AT NEW OR j UNDER & AROUND INLETS, 6 ONE POST MAY BE OMfTTED IN A GUARDRNL RUN, SUCH AS AT A PIPE CULVERT EXISTING INLETS � �(6° MINIMUM-COMPACTED TO 95%) EXISTING INLETS �(6" MINIMUM-COMPACTED TO 95%) WITH MINI�tUM COVER THE W-BEAM RAIL SPANNING THE OMITTED-POST GAP SHALL BE CRUSHER FINE PATH , �'� N� TACK WELD 2��2 x 2��=" x ��4 ONUEITHER�SNDE OF THE G PI USNG�12 Ff-6 NSRAII S CTIONS ONEMOMfTTED P ST,3 IN STEEL PLATE WITH 1��i6 DIA HOLE DEPENDING ON SPLICE LOCATION, REQUIRES 25 Ff OR 37 FT. - 6 IN OF NESTED RAIL - 1' DIA x 4° STUD TO STEEL TUBE N.T.S. THREAD FULL LENGTH SEE NESTED RAIL AT OMITfED POST DETAIL ON THIS SHEET VAL.LEY INLET CURB INLET ANCHOR DEfAIL 7 SEE SHEET 6 FOR CURB TREAT�IENTS AT GUARDRAIL TERMINALS r N.T.S. N.T.S. F,r, ;,,, 4" Dia. Rin & Cover 'r+�,"ti v,,".4'.`v yC.{.��ii �w rs'��y�v�`Jl` i�/�s DIA. HOLE 2'_0' ISSUE RECORD: �t��=��.��,,,,yb ,�.as.x�,=�;�w g„ s. g. °'"'�' Adjust To Grade 8� SECURE FROM ROTATION N0. �2SUIpf1011 a0t8 Inle utlet 4'/�WITH TW6 10d GALV NAILS � i 3�1e' x 1" x 8' STEEL SPACER — � 1'-6' � �OOfd. $Ct �UII 23, � �94" D�a_ Rina & Cover - 8� a.TE TA��K-�WE�LDED TO r.�.�,,r „ - 3' � � 2 Des' n Revie+r Submittd Feb 10 2003 �,t��ry� riATCR GCrTt7 � n '`';'"�`''F°° ALLON CAPACITY MODEL No. DIM "A" DIM "B" DIM 'D DIM "E" DIM °F" WEIGHT ` s/a" 57EEL PLATE 3 Desi gn Review Submittd NUfd1 24 2IXJ3 .- t�.�,�< - �;��m�.<;��. DIM ,�C� �.W<Y°'4��dAis}"iw„^e� _ ;��,�;.�,,_� - , . 1WO��d" DIA 7�4" STEEL PLATE � w � 320 463-SO 4�-0" 6'-0" 2'-0" 2�-2" 3'-0° 2'-10" 7,535 2-� BEARING PIATE BOLT HOLES 4 Pudic Nbrks Review I�OY 19, Z� � �E p `� � � �� 50o a�t3-s� 4'-0" ��'-o° 2'-0" 2'-2" 3'-0° 2'-io° i i,631 24' DIA STANOARD CAST IRON fRAME FOR STEEL TUBE SOIL PLATE 5 Permit Set June 10, 2003 rode Rings As Req'd � 3 � � � 750 4114-SO 4'-0" 11'-0° 2'-6° 2�-8" 4'-0" 3'-10" 14,031 AND GRATE, LOCATION SHOWN ON PLAN VIEW r� E°- 1Q00 41145-SO 4'-0" 11'-0" 3�-3" 3'-5" 4�-6" 4'-4" 16,231 0 _ ADJUST TO REQUIRED GRADE WITH A , BUFFER TERMINAL (SEE SHEET 5) N O � , , „ Q W t�AXIMUM OF SIX-2 1HICK REINFORCED DIAPHRAGMS PERMITfED BUT NOT 4�� D�a. Access Holes � 1250 4115-SO 4'-0" 11'-0" 4 -0" 4'-2' S'-0" 4 -10 16,431 � ��. GRADE RINGS SET IN NON-SHRINK GROUT SEp�LHOR �0° SCHEDULE 40 GALV REQUIRED fOR TYPE 3K ` STEEL PIPE, 13' LONG �50o a�ts-so 4'-0° ii'-o� 5'-0" 5'-2° s'-o" 5'-�0" ie,83� . � " <, � , - PRECAST CONCRETE TOP SECTION 2/3 Len t 1 3 Len t � � ° ° � ° � ' � � BREAKWAY TWO 1' NUTS AND BREAKWAY $HE�T�11Q�T� 9 � 9 1800 41165-SO 4 -On 11'-0" 5 -6 5 -8' 6'-6" 6'-4 20,031 N 1�_9s � ppgT WASHER (5EE NOTE 8) END POST ��out A�� Aroun � . � . � � CONSTRUCTION DETAILS Inlet Pip 2000 4117-SO 4'-0" 11 -0" 6 -0 6 -2 7'-0" 6'-10" 21,231 Slot For Baffl 2500 61266-SO 6'-0" 12'-6" 4'-6" 4'-8" 6'-0" 5'-10° 24,529 � MAX . �-pRECAST REINFORCED CONCRETE Elevation View 3000 61267-SO 6'-0" 12'-6" 5�-6" 5�-8" 7'-0" 6'-10" 27,454 � ° ' t�ANHOLE BARRQ PER ASTI�I-C478 ' o 0 routin Around All Pi es & W � „ 6 WITH STEPS ASEE NOTE�10) s � � 9 P , „ , . vi � � � �a" DIA. x 1 �Z HEX HEAD BOLT Blockouts By Contractor 3500 11125-SO 11'-0" 12'-0" 3 -8" 3'-10 5 -0' 4'-10" 29,521 w �6 �.�. � > m TYP TONGUE & GROOVE BUTYL RUBBER ATTACH W-BEAM TD PIPE WITH s/d DIA x 2� AND NUT WffH RECTANGULAR WASHER - . 5000 11175-SO 11�-0" 17�-0" 3�-8�� 3'-10�� 5�-0" 4'-10" 37,702 > GASKET TO BE USED ON ALL JOINTS BUTfON HEAD WITH BOLT AND RECESS NUf UNDER BOTN NEAD AND NUi O � WITH NO WASHER (NO CONNECTION TO POST) 5500 11176-SO 11'-0� 17'-0'� 4�-0�� 4'-2� 5'-9" 5�-7" 40,964 3 ° x 4" x 12' STEEL PLATE � �� WOOD BREAKAWAY POST EeDED TO t�' DIA PIPE p KEGISTF O Slot For Baffle � ° (iYP)(SEE DEfAIL) Z ° DIA. HOLE IN STEEL Q�••'��'•9F 6000 11195-SO 17'-0 19'-0° 4'-0° 4'-2" 5'-9" 5'-7" 44,462 /4 Q • °[A/�A�•. O , , utlet Pipe " D�a Vent Hole (Opt�onal) . � . � * ¢ 4'-OA I.D. � PRECAST CONCRETE BASE SEC�ION NO WASHER PIPE 7" FROM TOP o:•��' -rY�<: 7000 11225-SO 11 -0" 22'-0° 4 -0" 4 -2° 5 -0 4'-10° 45,883 � . recast Baft�e ALL I�ANHOLE S1EPS o `' PIPE OPENING TO BE CAST AS REQ'D • • • 4�?�(�p� � 1wo �od �� 3�2� :W 8000 112Z6-SO 11'-0° 22'-0" 4'-6" 4'-8° 5'-9" 5'-7" 49.708 P L A S 1 1 C C O A T E D P I P E S I Z E V A R I E S, S E E P L A N I� �$' ��4 ca�v. wu�s �. .�� 9000 11276-SO 11'-0" 27'-0" 4'-0" 4'-2° 5'-9" 5'-7" 58.451 INVERTS & SIZE VARY, SEE PLAN 27„ • • • • A��'• •• �� A N C H O R P L A T E BEARING PLATE AND �F •�� ' lear Access Openings 10000 11296-5(l 11'-0" 29'-0" 4'-6° 4'-8" 5'-9" 5'-7" 61,949 W � 2'f � � (SEE NOTE 10) �, SPACER (SEE DEfAIL) `SSIONP :Q 1 1000 11348-SO 1 1�-0" 34�-0" 4�-0" 4�-2" 5'-9" 5'-7�� 70,692 � m `" v SEE N�TE 4 TWO 1' NUTS AND �;" `-"/ �� a � �.�J� SUIYIP ' SEE ANCHQR DETAIL SLEEVE (2'�IOE 0 DE) 8) `/ � ��Q�� . Reto�n�ng Baffl � 3 _ ' � � �' < < STEEL TUBE I4� (SEE DETAII) �4� DIA x 10' BOLT, NUT, AND . � c� � , �' � 2 WASHERS (EACH POST) TO c� o o°�o gaa o�od�ba e bd>8°a o b°0a o g°�e b°�e ga°° SOIL PLATE SIX 3�4 CABLE CLIPS, SECURE P�ST IN TUBE 000.000,000-000.oQO.000.000 000 000.000.000,00 `.••�•••`••,�•••�.•_�••.�•••�.•,�.•,�•••�-••� (SEE DETAII) � TIGHTEN NUTS ON U-BOLTS �m „B„ .6" COMPAC1ED SUBGRADE 6'� 3/4" DIA. CRUSHED STONE s STEEL TUBE (SEE DETAIL) PRO�CT NO.: 1039 �so view P�an view SAND DI L 1 NTERCEPTOR CHART �4° o� X 9�-o" CABLE / WITH ONE SWAGED END WELDED CONNECTION OPTION FOR SOIL PLATE-STEEL TUBE � S�4" DIA x 8° BOLT, NUT AND 2 ��4� CONNECTIONS (SEE NOTE 7) DA� 6��03 For Reference Only WASHERS (2 REQUIRED PER POST) . SAND/OIL INTERCEPTOR SAND/�IL SEPARA T�R 4' STORM MANHOLES LOW SPEED TERMINAL — TYPE 3K DRAWING NO.: NOT TO SCALE � �Oldcastle Precasi �Oldcastle Precast �Oldcastle Precast AmcoR�'° Division Af�1COR�' Division Af1'1COR��° Division - 8392 Wverwev Pkry ULtleton,CO 80125 Phme�c303)791-1f00/1-800-7�2-4538 8392 Rlvervle.Pkry Llttleton,CO BOt25 8392 RNerNe.Pkry LltueWn,W 80125 Fn�c <303)791-H2O PYane (303)791-1IOU/1'800-712-1538 Phonr C303)79]-1100/I'80U'7t2-�538 Pnx�<30�79t-1120 Paz�C303)791-ll20 .. 1 ( � I 4 r � � ODELL ARCHITECTS, P.0 ABCHITECTU6E PLANNING INTE&[08S 3T065 CasUe Court Su1e 15Q E�er9eei Cdaado 80439 Telephmc 10S6IQ59� Facsimie 30161a71fi2 Capyn�L iMs dowmenl a m mtnmenl of sence�and as such renom Ihe prapaty ot Uie kchdaL Pamasm fa use ol Uus daumeat q hmded ad can be almded mir by ogrmnml eth Odd Ardiitecls,P G O 4� _�. C❑NCRETE SIDEWALK SEE PLANS F�R WIDTH SEE PLANS FOR WIDTH PEAK LAND CONSULTANTS,Nc. PEAK CIVL ENGN�RING.NC 6 CURB AND GUTfER ASPHALT THICKNESS PER �o-a�a's�a F^XS�-a�� 2% GE❑TECHNICAL STUDY too°uo�'s��°°P �'v�,a°eta� � 6" � ° a ' � ' ° = ' d �° SEE P�A,N FOR GRADING —� SLOPE 2% —� � — , ... . . a . .. ' '� '�' � '' � '� ' '' ` � ../"`', ' d ..... ..... . ..... .... .. .. ..... .. .� t d a . ^ .. .�.�.� �.� ��. �.�.� . .... . .�. .....a... . . . . � ,� ..�..�.�..�...�..�. . . .. ._..�..'•�•'•'•'.',�.'•.'.'•�'•'•'•'.�...�...�.�.. .. .�..�. • �..�. ..�. . . . .. - -- - , 6' � � 6" CDOT BZ CONCRETE 6" CDOT BZ CONCRETE 6" CDOT CLASS 6 WITH FIBROUS REINFORCING AT WITH FIBROUS REINFORCING AT THE RATE OF 1 .5LB/CY, 4000PS1 GENERA� NOTES �� THE RATE OF 1 .5L6 CY, 4000PS1 COMPACTED BASE COURSE CONCRETE COMPACTED 6' AGGREGATE � � BASE C❑URSE CURBS AND/OR GUTfERS � CONCRETE SUBGRADE SUBGRADE 1 ON CURVES 3 DEGREES OR SHARPER, ARE TO BE PLACED ON THE ARC OF THE CURVE UNLESS OTHERWISE NOTED ON THE PLANS A MAXIMUM CHORD LENGTH OF 10 FEET MAY BE USED WHEN THE O CONCRETE SIDEWALK CONCRETE SIDEWALK ADJACENT TO ASPHALT DEGREE OF CURVE IS LESS THEN 3 DEGREES 2. CONCRETE SHALL BE CLASS B = N.T.S. 3. PROFILE GRADE OF CURBS AND GUTTERS SHALL BE LOCATED AT THE FLOW LINE. � � EXPANSION JOINTS SHALL BE INSTALLED WHEN ABUTTING EXISTING CONCRETE OR � FIXED STRUCTURE EXPANSION JOINT MATERIAL SHALL BE �/2 IN. THICK � - - --- — - - - - AND SNJ\LL EY.TEND THE FULL DEPTN OF CONTACT SUP.FACE . � w ASPHALT ASPHALT 10 GUTTER CROSS SLOPES SHALL BE ��2 IN/FT. WHEN DRAINING AWAY FROM CURB AND � � . FLdWLINE 1 IN./FT. WHEN DRAINING TOWARD CURB. � _ •,—/� � u�� u, '�� 3' � � v J � �n �� n SLOPE 10:1 SLOPE 101 ! ,� „, �„ 9 WHEN TIE BARS ARE REQUIRED, THE GUTTER THICKNESS SHALL BE INCREASED TO O � _ � � ` '' • THE PAVEMENT THICKNESS T BARS SHALL BE EPDXY-COATED #4 CONFORMING TO Q� �. ", u' w � „'u'� u " �„ �„ '° , "• �`�`� 'p��• s �'' -: ': � ,,` y��«'•°,- � �+° � ,,' • AASHTO M 284M AND SPACED 2 FT -6 IN THEY SHALL BE INSERTED T/2 AND 1/2 � O .,, "" SEPARATED � ^ '`�' °� �� 2' 2' �� SEPARATED �°� :�,°• " � ° •4 , '".�.; �w� �` � m �� °� ATTACHED ` - "'� �°°' ~°� '"'"' "°� s-Xs° 10 GAUGE LENGTH INTO THE GUTfER YII WI Ilil YII °°°� WTM^�meop 1�.�,$4�°°sif q # � � � U ,,,, WALK `'� WALK WALK WELDEfS WIRE FABRIC ,,,� '�� „ ,,,, ,,� y, � �� PLACED 2" FROM BOTfOM OF ��, �" % „ " TYPEyI1TCEM8NR REINFORCED '�` CONCRETE SHALL CONTAIN 1 5 POUNDS PER CUBIC YARD APPROVED POLYPROPYLENE FIBERS LEGEND Q Q �� y u„ "" � ��0� VARIES „'` „°� .,, AND HAVE A NOMINAL AGGREGATE SIZE OF 3�g IN. FOR RADII � -+-� �= �� r�� 1�L/ �' F " � � �� AGGR GATE68ASE COURSE A = ��$'� TO ��4�� j � � �„ � CONTINUED FROM STREET �,. � � lp� L • B = 1" � � � �� 4il ,// / Q �N C = 1 � „ `" �/ F � � 12" SCARIFIED AND RECOMPACTED /2 n 2•j �2' INSITU SUBGRADE MATERIAL D = 1 �/2�� TO 2�� A WALKED �2� � 6' \� �/6 CONTINUED FROM STREET "w° VARIABLE (SEE PLANS) 41� �� 1 �/2 , �� „ 6 7, �� W�2 W�2 2 2, � � 2�� A � - � U 3' CONCRETE PAN SLOPE 1"/FT MAX SLOPE 1"/FT MAX. s" � ° O6» A a .a D � � N� 1 •V• I .. a �.. • .�..•.�.� , s... .�,...�....e ..•.. •.e. .. Cn 1� . , . ° Q 4 e ' , ° A SIDEWALK RAMP �� — a � F :.. . �. � - a . a �• — N.T.S. 6„ CLASS 6 • • � ` . � , ° 6 � BASE COURSE v < �' a �2" DEPTH WHEN USED AS A a " ; " � CROSSPAN IN AN INTERSECTION " •• " ' ' • ' -'•' - ... ... ... ... ... .. .... .. .... .. .... .. ...... .. .. .. .. 6„ .� s' FOR 12-1 RAMP 8' C 0 N C R ETE PA N ... ... ... � . ... .. ...... ... ...•.•.-.•.•.•.•.•.•. -. .•.•.•.•. . ... . � � GUTfER SLOPE PER P 3" ASPHALT FOR PARKING • •• �• � � � , 8' FOR 16:1 RAMP LAN 6" CLASS 6 ' SIDEWALK TRANSITION ° - - _:.:: .. ... ....... ... ..T ._ BASE COURSE . ..�... _.:._.:.. - ASPHALT FOR DRIVEWAYS ...... n. ... ::,..... :::.:........... ,.<::. ...:.::. .. �:;,:�:- ;_;:..� ��:::::. .::<.:::::�::<. <.,.... .<.:..:. . :;;::,::. ,.::: .:....:.. :...:..::.. ::.. .,.. .s.,.... .::::.. ..:.........::: . :.::.::,.::_...; «: . .:<<::.::::..:.:.:. : ,::: F:.::.. :�:... .....::..:.. :.:..::...:.__...:: :. .:::..... CURB TRAN IT 0 .,:.:..:.... .:;�:::<:�;:.«._:::_• SIN ,� . -••• • • � • CURB AND GUTTER TYPE 2 i 4 .:.::.....::..::: ... , •, P J = PERMISSIBLE JOINT WITH t • • •• • ••• ��•• • � • • . .. . � y 4 . + � • .. . . .. ........ . .. ... .. . . . ..... .......... .... ...... . .... .. ... .. . � ......................... , ....... .::.:..... . EPDXY-COATED DEFORMED N0. 4 '; , � . :: ,,: ; :�� • ,� •' • � • ••� • • ••• • �"�� • • . ••• ••••••••••••• •••••••• • ••• • ••• ••• ••••••• (SECTION IIB� ..... .... .......... � ..... .... ... BY 18" BARS CONFORMING Ta 6" �� ''`'•• �P J , •.' -'- � � ••••••••�••• ••��••�•• l � ............................ .. `' k . ; ., 6';� . � 6" AGGREGATE (6" BARRIER — 2' GUTTER . ' AASHTO M 284 AT 18" SPACING. -� L BASE COURSE � ` l r_ PAID FOR AS _.IJ, PAID FOR AS CONCRETE CURB RAMP CURB &� GUTTER . CURB AND GUTTER I COMPACTED �SF 'Q9� FACE OF CURB 5 SUBGRADE F,o ��s MIN 6" THICK OR PO��.�� 6„ ORAWN BY: RB �9�, PER PAVEMENT DESIGN � Q � ��4� J W� GUTTER � �`'�� _F� CHEq(m BY: ASPHALT PAVEMENT �2 (TYPE 2) :A �� 6� ROADWAY (2EVISIpNS. TYPICAL RAMP SECTION VIEW REFER TO CDOT FRONTAGE ROAD PLANS GUTTER �L W/2 �'�ER �L a, �' ,a PAVEMENT N.T.S. FOR PAVEMENT DESIGN IN THE CDOT ROW � . �� PAN LINE GRADE I �° Na Desaipfion Date N.T.S. TO BE BUILT WHEN TO BE BUILT WHEN --I GUTTER (TYPE 2) GUTTER (TYPE 2) 1'-6" IS NOT REQUIRED IS REQUIRED • .° �� ae � THIS AREA SHALL BE POURED MONOLITHICALLY WITH CURB AND . �P -� GUTTER AND PAID FOR AS "CONCRETE PAVEMENT" 40�0 PSI / 28 DAY CONCRETE "F FLOW LINE LOCATION WILL BE ESTABLISHED BY W/2 SHOWN ON PLANS � '� ' ALIGN WITH CURB CUT GALVANIZED W/ FlBER MESH REINFORCEMENT OR HANDICAP RAMP FASiENER ��_s- SCORE LINE 3/8° PRE-MOLDED FIBER EXPANSION 8'-0' S'-0" . MIN 15� SEPARATION JOINT MIN 30' SEPARATION (CUT TOP C 0 N STR U CTI 0 N O F C 0 N C R ETE C U R B TYP E 2 ' 3�a° AND FASTEN WITH FINISH NAILj GUTTERS AT INTERSECTION (6" BARRIER) STANDARD FLEXIBLE F R EASY REMOVAL AFTER POURING HANDICAPPED PARKING AN� A117.1 SEALANT �S E CT I O N B� - � +� �� SIGN ,u„�P„� 0 6x6 Wt 4 x W1.4 YVWF ONLT 9Q! I P�;,aT N � F NIISHBROOM ISSUE REC�RD: 5'-0" 24" LONG #4 GALVANIZED DOWEL - „ � ° = WRAP ONE END WITH FELT �/2 No. Desa twn Date � 3�-O" - VAN ACCESSIBLE M 3�$T M �8� � 2, � 12��--{ 2" oo c�v �, . W ' PREFORMED 41�2�� 1 / ' , ��11 a O a � a I ! FENCE POST W • JOINT MATERIAL � 1 Coord Sei Jan 23, 2003 - � � � o (BLACK) � . - � O I / � O� O O Q Q Q O O CLA53 0 GRAVEL 3U6BA3E � , , 9 C � ? Iloc Rnuinn C�hmiffd Cnb 10, 1003 p . ; 6„ 3 De�gn Rev�w Submittal I�ach 24, 2003 � V N �* p 0 o D vo ,4 p O v�ew � � R � SECTION GRADE o � �� o o Q p° o o �O . ° �� ` . `, , - 4 Public Waks Review I�ay 19, 2003 NOTE 0 ° �' CO�IPACTED SUBGRADE EXPANSION JOINTS SHALL BE PLACED ; a . � F� A n � 5 Permit Set June 10, 2003 ° � '' .. -T2500 PSI/ IN THE SIDEWALK AT INTERVALS OF - a • ' ,. . 6 NOTE: `" Y� , 0 28-DAY / / , NOT MORE THAN 500 FT - . � , . ° , a � a corrc. 3 8" � � 3 8 � � PAINT ALL PAVEMENT ° .� � °oo — FLEXIBLE ' ' " ' ' " STRIPES AND LINES �..—�'-�o ° . ..... .. .... .. ...... ... .. . 4 INCHES WIDE (TYP) ,o , TOOL SEALANT S I D EWAL K EX PAN S I 0 N J 0 I NT � � �-�. . ...�.�.�..�......-...� �cRav�� MARK � ........ .. . . ... ... a � � • �. '..'.'. .... ... '..'..:..:. .'.. . . '.'.. �. = STIFF » SNEET CONTENI�: BROOM '' 6 CLASS 6 HANDICAP SIGN DETAIL '� '� FINISH �:, -. BASE COURSE CONSTRUCTION DETAILS scoRE •� �• SEE LANDSCAPE PLANS FOR STAMPED C U R B AN D G UTTE R TYP E 2 � PLAN LINE PLAN CONCRETE PATTERN AND DETAIL (SECT►ON IB) ACCESSIBLE PARKING STALL 6�� BARRIER — 1 ' GUTTER _ c > N.T.S. CONCRETE DRIVEWAY AND DUMPSTER PAD Po�,kEG�SI °�,��;.�g. TA�,p�.F�Fo SECTION DETAIL � � . . : 3727� �i� N.T.S. � ' '`� �•• • .• ��FSSION A�-��\ `'%�-� Gvu.o(� �- �o- �3 PRO,�CT NO.: 1039 DATE: 6/10/03 ' DRAWING N0� ` ;, s �� . 4 t � � ALL MANHOLE STEPS PLASTIC COATED MA INDUSTRIES - OR EQUAL PLAN VIEW • ODELL ARCHITECTS, P.0 6" A8C8ITSCTUBB LANNI1fG NTBR[06S � � 32065 Castle Cwl,Su�e 15Q Ever�ee�,Cdaodo 8W39 Td�lmne 301670.5980 Fammle 303.6707162 A Copxghl Thp daument a on�Uumeni ol saMCa,ond os sKh ranans FLOW tlie poptrir of the kchital Pamssm fa ux of IMs docvnent n fmdcd md cm be acleide�mIr br ogeenmt�ilh Oddl Arfidects,P C. SEWER LINE HIGH DENSITY RUBBER � i Ni� TOP VIEW CASING WITH 3/4 INCH WIDE _ cn STAINLESS STEEL STRAPS F�ow STEEL CASING THICKNESS AND C�ATING PER REGULAT❑RY AGENCY PIPELINE SEAL AND � INSULAT❑R C❑, M�DEL W SPRING LINE PLAN e ❑R ACCEPTED E�UAL � MH FRAME AND COVER f 22-1/2' LONG FACTORY WYE HS20 LDADING RATED OR EQUAL RADIUS BEND (SEE PAGE 29 FOR DESCRIPTION) 2�-0° — ------------------ -- — OR 45' BEND RING & COVER–SET TO SEWER LINE PARALLEL FINISHED SURFACE — ________—_________ _ _ — STUB OUT APPLICATIONS (NO CLEAN OUT �— SHALL HAVE A 3M LOCAiING DISK PEAIC LAND CONSULTANTS,WC. � Q INSTALLE� AT THE END OF STUBOUT PEAK CML ENqN�RNG,INC � � STEEL ENCASED SEWER LINE �� F,��,�� - CSEWER LINES SHALL BE ENCASED SEPARATELY) CENTER OF WYE BRANCH �000uoMS��ooP va�coa� Z X ��-9� PRE CAST ECCENTRIC CONE TO BE PLACED IN UPPER � a - MAX � THIRD OF SEWER MAIN _ - INSTALI 1" DIAMETER RAM � � 9" NECK(OR EQUAL) ON INNER AND iv� OUTER RINGS, PROVIDE 1 5° � � � � PROPER�Y LINE DIAMETER RAM NECK ON 3'-0' MANHOLES LARGER THAN 4S� MIN p � � PAINTETOPFIN OF POST GREEN Z Z � O � 6' �'PERMA—JOINT' STOP OR EQUAL— � _ 6 F00T S'fEEL FENCE POST AT END OF Q � PRE CAST REINFORCED CONCRETE LINE TO 4 FEET ABOVE GROUND– PAINTED GREEN m � 5" A�IN. � MANHOLE BARREL PER ASTM–C478 •� � 0 16° O C WI7H STEPS 4� o � NP i.i ALL MANHOLE STEPS �� IN51DE LIP TO BE HIGHER STEEL CASING—= R �- PLASTIC COATED 4 ft DIA THAN OUTSIDE LIP SECTIONAL VIEW � ! � UNIFLANGE OR CASCADE PVC RESTRAINED � MA INDUSTRIES �� l � � L�CATION 1APE T❑ OR EOUAL j� 2� O BE PLACED 24• CASING SPACERS OR EQUAL, ABOVE PIPE OR ANY TOP OF BENCH p�PE PENElRATION GASKET LOCATION TAPE T❑ PLACE 3M LOCATING DISK � —'�`' PROTRUSI�N PLACED IN CORE TO ACCEPT BE PLACED 24' SERVICE LINE—SEE SPECIFlCATIONS APPROX 1 FOOT ABOVE SERVICE ' � HAND SHAPE AS PIPE, KOR—N—SEAL, A—LOK, ABOVE PIPE OR ANY GRADE = 1/41NCH PER F00T MIN END BUT DO NOT BURY AT Z 2' NECESSARY AROUND OR EQUAL PROTRUSION A DEPTH OF MORE THAN 4' � PIPE TO PROVIDE � SECTION B 3' MIN DRAINAGE 1 0' ° 4" MIN - �.� � —► � N \ FLOW PIPE DEPTH NO LESS THAN A�INIMUM ( � FLOW _— PRE—CAST MANHOLE BASE AND � PVC CAP � _ g" M�N` FIRST BARREL SEC110N CAST 30. OR PLUG � 30' MIN 12" COMPACTED 3 4 - = MONOLITHIC AS7M—C478 CPI?TNr I 1�IG . SCREENED ROCK /� � ' ' > - ' ° � � � � � � � � � " 6 ft DIA GENERAL NOTES � � � SECTION A ��EnGLE RIVER WnTER AND 1. SEE CHAPTER 4, 4 10 CASING SPACERS IN SPECIFICATIONS FOR INFORMATION /EAGLE RIVER va7ER AND — v ,. GENERAL NOTES � EAG�E RIVER VATER AND SANI7ATION DISTRICi 2 CASING DIAMETER AND LENGTH SHALL BE DEfERMINED AND ADEQUATELY � $AN1TAi[ON DISTRILT SECTIO A �� SANITATION DISTR[CT O � � O 1_ ALL CONCRETE WDRK SHALL COMPLY WITH LATEST SIZED BY ENGINEER M — ACI-318 SPECIFICATIONS � �{/ � � � CASING GENERAL NOTE SEWER SERVICE 2 MANHOLE TROUGH SHALL HAVE A MINIMUM OF 2- STANDARD MANHOLE 1 MINIMUM SEPARATION BEfWEEN CONNECTION � O DROP FROM ENTRANCE THROUGH EXIT DETAIL 3. FLOW CHANNEL TO BE SHP,PED AS TO NOT ALLOW SCALE NONE Da7E 3-1-00 scA�e N�NE DnrE 3-1-00 TAPS SHALL BE 78 INCHES /-� SCALE DATE 3—S—OO � Li.. �� STANDING WATER � '�', :- �vis�aNS� 12-31-02 � REVISIONS�12-31—01 S_1 �v�s�oNS�12/31/00 S-10 , S-7 n�xoven CONST. REV-2002 � j � ` APPROVED CONST.—REV 2002 APPROVED+ CONST—REV 2002 Sewer Specifications 49 Sewer Speufications SS Sewer Specifications 58 � � O � � � � � U DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED R�CKS DO NOT INTERFERE WITH BACK FILL COMPACTION REf]UIREMENTS INSERTION LINE H�ULDERS GREATER THAN 18 INCHES TO BE REMOVED INSERTION LINE � FROM BACK FILL AND DISPOSED Of OFF SITE � INSTALL DISCHARGE DRAIN TO DAYLIGHT ON at�. THE UPHILL SIDE OF THE CLAY BARRIER. ��'" ND R�CK ALLOWED GREATER THAN 6 INCHES THE TYPE AND CONSTRUCTION METHOD WILL '?" `' � VARY DEPENDING ON THE T�POGRAPHY �� 1�� INSTALL EVERY 300' ON PIPE > 20% SLOPE •� � , � � 12� �� SEE SPECIFICATIONS FOR �'`, �� GASKET FLOW COMPACTION REQUIREMENTS �`%�'�J� GASKET . VARIES yOQ� ��,� TRENCH BACK FILL SECTIO A , 2• �P\� "�>'h�'�?Yi i / ''':x` � , '. � F _ EXISTING GROUND ;i':<'.>:� '� Y� � i h UNSOILURBED LENGTH OF PIPE /` 7RENCH NADTH NO ROCK ALLOWED ' � to be deterr�ined � GREATER THAN 6 INCHES � . BEDDING ZONE � , � , � VARIES m field . , SEE BELOW � i, ,, , � /, \ ��,-� �y� � '/ � � / f CLAY MATERIAL OR FLO–FIL PIPE SUB GRADE, STABILIZATION � ' " / � / � '/ COMPACTED TO 95� STANDARD SEWER JOINT DETAIL FOR BELLED SEWER PIPES MATERIAL IF REQUIRED i� �� \�j�, 3, �j;� � '/ �j' PROCTOR— PLASTICITY INDEX , �� j �• � OF 10 AND MIN 70% PASSING , , i � zoo siEVE �2° 12" DRAVYN BY RB j 1,! � N. M I �� i LOCATI�N TAPE T❑ TRENCH ZONES � - GASKET CHECKED BY: BE PLACED 24' i��" � ' ��! � �� %, � "! LOCATI�N TAPE T❑ ;�:m ra'`.='y.i ,. � �/ �/` �j" ��%� �j �"/, ABOVE PIPE ❑R AN �n".�`'��..%,..,,�.,� f /' �f� % /;.:� /� .. BE PLACED �4' s4, h' r.a / //'�;;/ �/ /Y %,: PROTRUSIDN AB�VE PIPE ❑R ANY .,Y,r +��'�;'t;`�'��^�$��,��'"I, ` � ./, ;�' // /�'/ ��i-'" %.yl �,� ��, '" . • /� ;' �!�� i/ INSERTION LINE REVISION� PROTRUSION �Y;v+�f.:��,y ��i�`f"'��, ,. � i/ i /,�i , � �:�y.� ''��, .�, / I /,./,s i f��'/'"�/,� / / s. r��r.��..y' a l � ( d% ' �•.>, � '/,. / � / . "��,��M�v�"�,� :�� ;. '� � ,�� i�i f ;�e �� ..`.`,. Na Desaipfan Date �k�ti e. Y h� �� ,� �� '/� ��/ �!�� t<C.`�::k:: �.:.% .��bN� / ! �J� /,� �2�� r��/� ,.� � .; ' �� //�� .�.#,:: '?,�, '/ / �'/ 1 '✓% � �/ �,' /; % u'�,• r GRAVITY DRAIN � —�� , ' �/j /jfj!/j j� �,,%!/�,��.�` T❑ DAYLIGHT 12 �r' �/j,%� �/,'i%•.'J%��%/ � .� �TRENCH BACK FILL � � / ' �,�� , � 36� MINIMUM INTO GRAVITY DRAIN � �g.3� „• � • ��r�cp `�y' uNDISTURBED TO DAYLIGHT jy/�\� �?�.��: �`� '` '.�� '�� \/,� ' z � SOILS f . a• „��-'-•t "t '�� Y i��?�/ N COMPACTED BEDDING �'�.`�' -� kr' ry• -�•�� '� �� FLOW-► MATERIAL �` . � ��s'��r"�� '�� e�,� " '� „ LOCATION TAPE T❑ BE , ,.p��.- p<<�- �� PLACED 24' ABOVE PIPE AVERAGE AVERAGE � p � "`�� BEDDING ❑R ANY PROTRUS10N INSIDE OUTSIDE '� w�L,�,y '.,'~° � ZONE DIAMETER DIAMETER � �,'�� ;t+`�� . , �� SURFACE OVER PIPE " 'z UNDISTURBED ��'��' "�''' `\ \ - sa� �� •: ."p p, • .ti* ' �a.� �,�� 3 / '��'• , _'�:' �t.. `:,~, �� /� O�• WALL THICKNESS \ /�`' ' / Y�� /� \` h/ �suE RECa�o- PIPE SUB GRADE �� 1/4 0 D , `3�0' � N0. DCSCfIQtpll I}Ot@ � f � MIN MIN 6 MIN. '�" >,:�;�.»>:��. � PIPE BEDDING Z�NE �� 1 Coord Set Jan 23, 2003 r �AGLE R1VER VATER AND CLAY BARRIERS �'EAGLE RIVER VATER AND _ JRIVIIRIILPV ut�iKi�i �n�,�.,�au� ua��Rw� �EAGLE R]VER MATER AND 2 Desi n Review Submittd F2D �Q �003 SAN]TAi[ON 0[STRILT — ELEVATION GENERAL NOTES 3 Design Review Submittd Narch 24, 2003 SEWER PIPE BEDDING GROUNDWATER BARRIER SEWER MAIN JOINT 4 PubGc Waks Review Nay 19, 2003 1. AS PER DISTRICT REQUIREMENTS, ALL PIPES ARE TO BE "PUSHED HOME", USING DETAIL �. NON–MECHANICAL MEANS, WRH MINIMAL GAP WITHIN THE JOINT scA�e, NONE DATE�3—i-00 �E� NONE DATE�3-1-00 scn�E, NONE DATE�01-09-01 5 Permit Set Ju�e 10, 2003 REVISI�NS�12/31/Ol REVISIUNS 12-31—01 aEVisiaNS,O1-09—01 S-11 5-12 S-17 APPROVED CONST,—REV 2002 APPROVED CONST.—REV 2002 APPROVEDi C�NST—REV 2002 Sewer Speclflcatlons 59 Sewer Speclfications 60 Sewer Specifications 65 SHEET COPJTENTS: CONSTRUCTION DETAILS ��p KEGISTF9 �...... c°'��g TAR��'O � � • 27� • ' 3� '� . � :� �_ A�P�� C,� �FFSSIO N A`�"� `'�,� �u /!, � � - lb '� PRO�CT NO.: 1039 DA1E: 6/10/U3 , DRAWING NQ: . o _ � � � " _ __ _ — •\ � n LOCATION TAPE TO DISTRICT � � BE PLACED 24" APPROVED BEDDING ' MIN � TRENCH BACK FILL�` � ABOVE TOP OF PIPE , • , . `�c � y � �/�'''i � � : �,�, � / t ! FLAG ON HYDRANT TO ALL 6EDDING MATERIAL MUST BE '� ' � � �� ,�� +�;:,, � NOTE VALVES SHALL NOT BE INSTALLED IN BAR DITCHES - F ��:�.��"'�'�ti� ��.l5�', '`�� Y -i'.�'..�'f�iri '"' 7'� ',�� . � � ` R` PROPOSED LOCATIONS SHAIL BE APPROVED BY THE DISTRICT LOCATE IN NANTER WHEN ODELL ARCHITECTS� P.0 COMPACTED TO DISIRICT Q � f�t ; c�;p - r;".,, �, �;:�� HYDRANT IS C�VERED IN STANDARDS SEE 6 13 �`y rit,r `�p , .�• �'•'r'.y�.,�,,.'�;/�� ? "�{��.C��' .� � , PRIOR TO INSTALLATION SNOW Ascairacrosa Pr.srN�KC IxTasioes BEDDING � .� "/ '�,w r . ��, � � rY'�, 90• ��'� � ;� . w MAIERIAL •, •�`�,. : ••t � ,:A�y,�.�:N;��` y - ,_ °i � BOND BREAKER 4 MIL s � 32065 Castle Carl Sude 150, Evergree�.Cdaodo d0139 s/j ;��.M�`M1 M1 �� S, r;, � BOND BREAKER 4 MIL � �� Y r ,r POLYETHYLENE C O P P E R �� c � „•v•� / . •g .,,, P O L Y E T H Y L E N E P L A S T I C (T Y P) SEE W-15 FOR SIZING Td�hme 3016105980 foamle 305.6707162 � \ BEDDING r •�� ' � � PIASTIC (TYP) ro CopXght Tha doaonmt�s an mslrumeM ol unices,ond os aidi ranans SERVICE ' ,`�, p,s s� I N S U L A T E D 1 0 G A U G E C O P P E R T R A C E R W I R E o L I N E i ;�'�a"� ,,.;, ZONE o Uie papcly o(the Nchital Pamesm fa use ot ihe donmmt n lmited � ,,, � ,ti, ��, `�` � ' UNDISTURBED DOUBLE 45 BENDS TO �RTICAL THRUST BLO C K — S E C TI ON SHALL BE INSTALLED IN THE WATERLINE TRENCH, o mdcmbealeidedmly6rageanrnl�dhOddlkdutxts,P.C. � a; ;,•. '�� EARTH p SURFACING OUTSIDE THE MAINLINE VALVE 4�" PUMPER NOZZLE UNDISTURBED ��, `� .�' �! �' \ � PARALLEL BENDS — PLAN COMPLETE A 9Q TURN BOXES AND NEXT TO ALL FIRE HYDRAMS (FACE TO TRAVELED WAY) IF THE DISTANCE TO THE TOP OF THE OPERATING SOIL `c �%'�R ' �� •• , CAD-WELDS SHALL BE WELDED AT ALL NUT TO THE TOP OF THE VALVE CDVER IS �,>� � "fi, � ' .:�fy�,,�� [HORIZONTALI WATERLINE JOINTS AND FITTINGS AND PRO- GREATER THAN 9', AN EXTENSION STEM WILL BE %�/ �4p;� ..ry ""��'�„�t„ �,.6��»'/� SEE W-3a F�R SIZING TECTED WITH COAL TAR 7HE CONTRACTOR GUARD VALVE WILL j-,` � ` ` �,� 3/8' P LYW��D F�RM S SHALL TEST CONDUCTM'fY OF THE PIPE AND BE LOCATED ON THE REQUIRED ON THE OPERATING NUT_ THE / � ��}✓!,E �� / DISTRICT � ' '� TRACER WIRE TEE OFF THE MAIN OPERATING NUT EXTENSION MU U H APPROVED BEDDING PIPE SUB GRADE g� 6- 6" MIN THESE DETAILS VARIABLE 4•_�• ,� ARE TO BE � FOLLOWED FOR LOCATION TAPE TO O ��"� Q EVERY FIITING IN �•� , BE PLACED 24" BREAKP,BLE FLANGE i-�,�� SERVICE STUB—OUT BEDDING THE INSTALLATION °' '•� ..,� ; ABOVE PIPE �R 12' ABOVE GR�UND 2-�/2A �p�� DEEP 'TYPE APPROVED CURB BOXES 6' STEEL FENCE POST- � �- • ANY PROTRUSION SURFACE CONNECTION VALVE BOX LID PAINT TOP 1' OF POST BLUE � � " y �;" + . �; \ WIRE SHALL EXIT UNDISTURBED • FOR CURBSTOPS UP TO 1"• , <,.. �. ` � '. PIPE 6" BELOW MUELLER H10314 WITH 89982 LID WITH 1' SHAFT OR PROPERTY LINE , �,� '`* • '� EARTH � ` N ` fj ` ` � / GRADE OR EDGE OF EPSEMENT . � '� � McDONALD �/5601 WITH 5601L LID BOND BREAKER 4 MIL ti ' ,j> � � PEAK LAND CONSULTAPfTS,NC. POLYETHYLENE \ ' SEE W-7 (P_72) FOR CURBSTOPS LARGER THAN 1" P�T�C �� /� MINIMUM BEARING ` �� FOR DETAIL � \�\ � � � PEAK CML ENdNEERNG,INC ��/ MUELLER H10314 WITH 89982 LID WITH 1" SHAFT AND � WATER MAINS TO BE BRING 10 GAUGE INSULATED '��/��s i � i /�� 976-4�6-B64A FAX970-4��8616 � TYLER 6500 SERIES ENLARGED BASE # 744809 OR PLYWOOD FORMS SURFACE AREA - �, BURIED AT 7'-8�' COPPER WIRE TO SURFACE • � McDONALD #5603 WITH 5601L LID 1 MINIMUM 3/8' SQ �T VALVE BOX ^,•��`� � � • 5 ��.• 1000 LIOM8 RDQE LOOP VNL,OO 81657 q• BEND — PLAN DEAD END — PLAN MINIMUM COVER AND GATE ��-9' MINIMUM COVER. AT ALL FIRE HYDRAMS WRAP 10 GAUGE INSULA7ED �=. ��_' i R� ,,�.�:. I SEE SPECIFICATIONS VALVE SEE SPECIFICATIDNS AND CONNECT TO MAIN COPPER WIRE OVER VALVE BOXES . r ^ ,. ,, , MINIMUM BEARING SURFACE LINE TRACER LINE � , x `� � ;` r,�5� PROVIDE SLACK ON WIRE i \ �`'(�1`3?� , ' � � � � BECPLAOCED 24E TO AREA - SQ FT r WATER MAIN MEGALUG •.'�,.��i.4 ' z:?�� , ' ABOVE TOP OF, � . -A• { y, .�t 18" MAX� � 2 PIPE OR ANY � ' o " '.n , .. PROTRUSION y = d ° ' � ob ° o v Q o Ao 06 I y�' COPPER ( I � ` - ,y , . a• '. ,�, �, • � .� • ' CONCRETE �,�,�� "} x„ ,.~� COMPACT BACK FILL TO 98q STANDARD TRACER ( � PO YEfHYLENER 4 MIL � ' a ~ • ~� , PROCTOR TO SURFACE TO SUPPORT LOCATIDN TAPE TO � , ..t „ , N _ THRUST , . � ti r BE PLACED 24° 7'-8�' COVER FOR � � , y ' • ` ` • , . ' .. , � � WIRE PLASTIC (TYP) �j �� ,S�' • :' ``', , o o a° oo a 6 a u o°o s *, 4 , s �e— BLOCK f • �`+' s '•i VALVE BOX � WATER MAINS S I ABOVE TOP OF � ., ^ .��r ,��. `p O oG��z,-O� o0 0� 4 y.. , '�. . ��y '+`s� •� PIPE OR ANY ' i. �. ' v o a o • �,��., /}�/ .� ^ M 1 . . . " ` � PROTRUSION 7 TO FINISHED GRADE 7' TO FINISHED GRADE 2/3 E��. � �.,� � c ` + o a o j , / � FOR CURB STOPS FOR SERVICE LINES , . . MINIMUM BEARING 0 D PIPE �p+• . � � o o, DO'N07 BLOCK FIRE �/✓�C k . ,L �`��'P \ SURFAC AREA - � �j• +•�' � o°o 0 0 o HYDRANT DRAIN WITH �� '' � TAPE CONTINUES TO ,+�t+•r t � Sb� �f ,n s• �, / BEDDING. SEE a � CONCRETE , � ' 1 ' � � VALVE BOX BOTTOM o a � e q �, � ,� 1;• • .4 � / BLOCK BASE OR THRUST BL K �� , � �� e � BUILDING ABOVE � , � . ��'�� B OCK�E THRUST SPECIFICATIONS , �E ��\�'';�+5+ • !;/J / � CURB STOP" a�DInRICT APPROVED SERVICE LINE �, �; � �� \ 5 • ` \� COMPACTED BEDDING � MATERI L ��D�H URBED I ��4'~",' +�"t~~�•� �� GATE VALVE PLYWOOD FORMS GUARD VALVES FOR FIRE HYDRANTS #--3'-6"� HYDRANT DRAIN PIT, � � • , . �,r, UNOISTURBED MINIMUM 3/8• TYPICAL CROSS SECTION SHALL BE RESTRAINED WITH MINIMUM--SQUARE 27 CUBIC FT Of \�� L „ �,�� ff� O 1 D G A U G E I N S U L A T E D �p�qCE 3M LOCATING DISK 4' TO �T H MEGALUGS TO THE WATER MAIN FIRE 1-1/2° O R 3/4°W A S H E D R O C K 10 GAUGE INSULATED �� ,� � `� �� COPPER TRACE WIRE� CORPORATION ST FINISHED GR,4�E TEE — PLAN HYDRANTS SHALL BE RESTRAINED COPPER WIRE TO � �rk '^,�\jl� M I N I M U M B E A R I N G S U R F A C E (S F) WffH MEGALUGS TO THE GUARD FOLLOW WATER MAIN :`f� . ,• \,r\ MINIMUM BEARING SURFACE (SF) FOR 201 TO 250 PSI va�vE MEGALUG RESTRAINTS ARE �� `� �'• �"o�� TAP AT SPRING o �j " � �6 CONCREfE BLOCK TEE OR BLOCKS C OfJJUN C TI ON WITH TH RU S T �.� { ,��T•�e��,5�i 4f��+�,••; ��i/\ FOR 200 PSI AND LESS sizE BENDS � �.. a �K�s�',� �� \,` o Q . " • ��-- BEARING ON 10 GAUGE INSULATED SIZE BENDS OF PIPE ��_� � 22_1/ 45° 90° DEAD END \i�\ �/ �`��$�`X r/ �/�� LINE OF WATER MAIN , i• TEE OR � /��I ,� � � � � .� � J UNDISTURBED SOIL COPPER TRACE WIRE OF PIPE o o DEAD END HYDRANT CLEARANCE DIAGRAM '�\��/ �� \ �\��\ w,�. e a o 11-1�� 22-1/2� 45 90 4' 1 fi 31 4 4 80 / �� /� �� o$ , t � a e e TO BE RUN THERE ARE NO ABOVE GROIJND OBSTRUCTIONS ALLOWED IN THESE AREAS � ��`1��/!. �/ f��/��/""' " — � e e q � � C�NTINUOUSLY TO 4' 1 3 2 5 2 5 4 6 4 6" 1 6 3 1 6 2 11 4 8 0 � METER WITHIN 6° 7 3 2 5 5 0 9 0 6 4 g" 1 fi 3 1 6 2 11 4 8 0 NPE K COPPER PIPE e � /� / �� /�./ t STRUCTURE FROM � ✓ t� � f � e�J �i+� � .�.C� WARE LINE TRACING ' 1 3 2 5 ' 2 4 4 7 9 25 17 1 �2 0 y � � �� /� �% ��j/�'\y' . tLEVATIUN �Yi�� p° 1 9 38 74 137 97 12' 34 67 131 242 771 � � ^` ` 72" 27 54 105 193 137 16" 58 11 6 227 420 297 7' � 16° 4 7 9_3 �g 1 33 6 23 8 20° 9 0 17 9 35 0 64 8 45 8 FRONT---1� FEET OF CLEARANCE � � + GENERAL NOTES 20" 7 2 14 3 28 0 51 8 36 6 _ GENERAL NOTE � O GENERAL NOTES lo' 4" SIDES---7 FEEf OF CLEARANCE � � � 1. CURB STOP TO BE LOCATED AT THE PROPERTY LINE OR AT THE r/��EAGLE RS N[TA IW DISrrtICT � MEGALUG RESTRAINTS SHALL BE USED IN CONJUNCTION WRH THRUSTBLOCKS_ ��EnG�E R[s ITn Iu� DiSTrtICT ��EAGLE RS N(TA IQd DlsiaiCT t VALVE BOX IS TO BE INSTALLED PLUMB AND LEVEL AND CENTERED ON 2° NUT EAGLE RIVER VATER AND � � 7 � SANITATIQ�1 DISTRICT „ EDGE OF EASEMENT-WHICHEVER IS CLOSER TO THE MAIN REAR---4 FEET OF CLEARANCE O � � � 2 SERVICE LINE CORP STOP TO BE TAPPED AT SPRING LINE WATER SERVICE 2 MINIMUM AREA REQUIRED WILL BE THAT OF AN 8-INCH MAIN CONCRETE 7' FIRE HYDRANT GATE VALVE AND � Q� � O OF WATER MAIN ABOVE---20 FEET OF CLEARANCE STUB ❑UT 3 ALL THRUST BLOCKS SHALL BE FORMED THE MINIMUM THRUST BLOCKS ASSEMBLY BOX ASSEMBLY � O 3. CURB STOP AND RISER ARE TO BE INSTALLED PLUMB AND LEVEL, THICKNESS FORM MATERIAL SHALL BE 3/8" PLYWOOD AND VALVE SHAFT EXTENSION SHALL BE INCLUDED AND CENTERED SCALE NONE �ATE' 3-1-00 SCALE NONE DATE� 3-1-00 SCALE� NONE DATE� 3—i-00 NONE DATE�3-1-00 4 BEARING AREA BASED ON SOIL BEARING SCALE� /1 •� f_L� 4. VALVE SHAFT SHALL BE EXTENDED TO WITHIN 18" OF REVIS]WS�12-31-02 PRESSURE OF 2000 Ib/sf REVISIOtaS�12-31-02 rzEVISIWS�12-31-�2 REVISIWS 12-31-01 � FINISH GR4DE OR LID OF VALVE BOX WHICH EVER IS HIGHER W_8 �J ^ W-7 APPROVED�CONST—REV 2002 W-2 APPROVED�CONST—REV 2Q02 W-3 APPROVED�CONST—REV 2002 APPROVED�CONST—REV 2002 — •_ Water Specif(cations 68 Water Specifications 69 Water Specifications 73 Water Specifications 74 i■ > � � � Q O � � � CONCRETE THRUST BLOCK MINIMUM CUBIC YARDS OF CONCRETE � SIZE BENDS BOND BREAKER 4 MIL POLYETHYLENE OF PIPE ��_�� 22-��2� 45� ga� DISPERSE LARGE ROCKS IN THIS ZONE PLASTIC EVERYWHERE CONCRE7E � PROVIDED ROCKS D❑ NOT INTERFERE WITH CONTACTS PIPES, fITTINGS, BOLTS, & 4" 02 04 1.3 N/A ` BACK FILL COMPACTI�N REQUIREMENTS NUTS ALL NUTS SHALL BE ON THE 6" 0 2 D 5 1_B N/A BOULDERS GREATER THAN 18' TO BE REM�VED SIDE OPPOSITE THE THRUST BLOCK 8° 0 2 0 5 1 8 N/A — FROM BACK FILL AND DISP�SED OF OFF SITE SO PS TO BE ACCESSIBLE FROM THE � y TAPPED SIDE OF THE MAIN �0' 02 08 27 N/A � i � . . � . . � Y . � 12' 0 3 1 0 3 8 N/A EDGE OF TRENCH '� NO R�CK ALL�WED GREATER THAN 6' NA = N�T ALLOWED � � '' � y,. � � CAD WELD FROM PIPE TO PIPE ��.`c��`+�'`�� • � N�TE PIPE LARGER THAN ]2' T❑ BE I 12� \\�`Y/f'��` SEE SPECIFICATIONS FOR `� , j � SPECIFICALLY DESIGNED BY ENGINEER � COMPACTION REOUIREMENTS ` ' 6 ° � FORMS SHALL BE 3/B' PLYWO�D . VARIES ��Y�y TRENCH BACK FILL �"�'"'+�' � USE MEGALUG J�INT RESTRAINT DEVICES ❑R - ��,., 'a ��,� 0 SIMILAR UPON PRIOR DISTRICT APPROVAL - POLY WRAPPED PIPE T� SERVE AS B�ND � . ., � BREAKER CN�T T❑ INTERFERE WITH RESTRAINED � � �Z. � i 10 GAUGE INSULATED COPPER WIRE JOINTS) ALL SURFACES OF THE RESTRAINED 1.� } TAPPING SHALL BE INSTALLED WITH ALL PIPES JOINTS SHAL� REMAIN ACCESSIBLE AT ALL + • + r � � ��, UNDISTURBED _ SLEEVE VALVE G GATE EDGE OF TR�EN�C�H�� ' � �ri`� � BOND BREAKER- THR ST BLOCK CO STRUCTIpN ERENCE DUE T❑ NO ROCK ALLOWED ';�'� ' EARTH � GREATER THAN 6' .� °' ' �, BEDDING ZONE WRAPPED, 4 MIL / � ��y , SEE BELOW ,< POLYETHYLENE '/ ;�;� ,4 �i s � . I�/r. I:�^�v� i PLASTIC(TYP) � PIPE SUB GRA�E, STABILIZATION '�/ � ' '� �� , MATERIAL IF REQUIRED _--��lj�ti��'�`/}�� `_/�_7 LOCATION TAPE 7❑ BE �•_�-� � 6•_p» DRAYVN BY: RB PLACED 24' AB�VE 1 THE TOP �F PIPE OR ALL SIZES F (TAPS 4° AND OVER) 10 GAUGE INSULATED HIGHEST PROTRUSI�N SERVICE TAPS) TRACER WIRE�► TR EN CH ZON ES ~��"°'�'�y CHEq(ED BY PLAN ;,�''' THREE N❑ 4 EPDXY COATED REBAR CONCREfE THRUST BLOCK � L � ENDSDBENT19Q IAS�SHOWNRETE WITH REVISIOPIS: GRADE ' CONCRETE ANCH�R BL�CK . SEE TABLE FOR VOLUME �� N0. Q25CfIPfIOII DUt@ \ \ \ . . . �,\\�Y Y�� / VALVE BOX ' �` � �� TRENCH BACK FILL �; ` �� LOCATION TAPE TO BE VAD E ATE � / `{� / � �� \ PLACED 24" ABOVE TOP � %� � OF PIPE OR HIGHEST � � �� , g�;,...��. �,� g: .. ,..�.,a l�, \ PROTRUSION v • • a j / �/�� \ � I '�i C'��d ">p`"''"` �• ';• ,��r `�,� ` � � SHAGL BE IN TALLALEDD WIT�H PALL PIPES , Q� , � %�� COMPACTED � �,;•+,, F ;r , °� Lt Q Q . Q ',��\ `' BED�ING � 'i ��e; �r�',, i . MATERIAL �� „• ' 4 � .'Cj� ti�: `�� BEDDiNG ' � /r��/ `` ,, _ �� Q� ',,,� '~ � ZONE / 1APPING\ TAPPING GATE �\� `✓,/�� /\� � � � � y � �' ` t,. � ��ti�/� � SLEEVE VALVE ` �C� �• � f� ��' 1� � ° •4 °�� '�',• � �1 � �/ � /� .�',�� i��''�� i .�i.�.� .! �. UNDISTURBED `� �`a�.i�: .. � t° � \ � � /�\ — SOIL � � F'S�p':,y: "rY' '�„ s,: CL, \`'y\ � ' `' M ��\.��,�� .�` �/�`f`'�� '�'�/�"`�r I/�Y/Cl�a?i�* . ', �r' ;�, �, \`�/� �''.. . _ \',��C\`� }�jj� . \,"�`\��'�'��Y /?YI�'/}��'/ UNDISrUReED ' R '� ` ,�:, �'-�r'� \�� .� ,R SECTION /, /� � /./ /� EARTH ' ,e :��-�t�, ♦ �, ` 1/4 OD. "` ,�; ^�y r�7' 12" ' , . �� , �suE RECO�u: 6" MIN �� ,�, �� PIPE SUB GRADE ' 'p �v�� ` o�,;,-�,a� �aoo UNIFORM CONCRETE BLOCKS N0. �SUIPt1011 I}Ut8 PIPE BEDDING ZONE � �EO SEp� BLOCKING SHALL IN WET AND/DR UNSTABLE GROUND, � COOfd SEt �0� 2� �OO� THE TRENCH BOTTOM WILL BE BROUGHT BON� BREAKER 4 MIL POLYETHYLENE �EAGLE RIVER VATER AND EAGLE RIVER WATER AND EAGLE RIVER VATER AND TO GRADE WITH 3/4" ROCK TO � SAN]TATION D]STR[CT SIIPPORT THRUST BLOCK PLASTIC EVERYWHERE CONCRETE �� SANITATIQJ DISTRICT � SANITATION DISTRICT 2 Desi n Revierr Submittd F2D�O, Z003 rnniTer-rc oiocc crrnnir_c ani rc �. NUTS ALL NUTS SHALL BE ON THE 3 Desi n Review Submittd Narch 24, 2� � GENERAL NOTE 9 � SIDE OPPOSITE THE THRUST BLOCK WATER MAIN WATER PIPE BEDDING 1. NO TAPPING SLEEVES WILL BE SO AS TO BE ACCES5IBLE FROM THE VERTICAL THRUST BLOCK 4 Pubf� Naks Review �la 19, 2003 ALLOWED WHERE PRESSURES MAY TAPPED SIDE �F THE MAIN TAPPING DETAIL y ' SCALE� NONE DATE�3—I—OO EXCEED 150psi WORKING PRESSURE SCALE� NONE DATE� 3-1-00 S�E' NONE DATE�3-1-00 S PelRII�SCt �'IB�O� 2003 ELEVATION REVISIWS�12-31—01 REVISIQ�1S�12-31-02 a�v�s�oNS 12/31/00 W—il APPROVE6 CDNST.-REV 2002 W_12 APPROVED� CONST—REV 2002 W-19 aPPaovEa CONST—REV 2002 u\eng\w&sspecs\rater3 Water Specifications �� Water Specifications 78 Water Specifications 85 . � $FIEET CONTEP�T$: CONSTRUCTION DETAILS �P�p k E GISTF? ,....., o�.•�g T'q��9"'FO _ c�;Q �r� :� g7277 s� � /� G� . A�Orc•��N��a� �S�S/0 N A�- � . ��/ �/1/f�l,Qi . � - l° - �-3 PRO�CT NO.: 1039 DAIE: 6/1%3 , QRAWWG N0: • µ � � � _� Y / � MATERIALS LEGEND ODELL ARCHITECTS, p.�. ARCAITECTUR6 PLANNINC INTER10R9 ' � 32065 CasHe Court,Smte 150, E�ergreen,Cdomdo 80439 Telephone 3036705980 Facsimle 3036107162 / � BOULDER RETAINING WALLS (SEE ENGINEERS DWG'S. �x�ht Ths document is an mstmment of sernces,ond�such remoms 1he propaty a(the kch�led Permrssim fa use af this doamenl a Imded / O � FOR DETAIL & T.�.W./B�.W.) and cm be atended anly by agreement with OdeJl Architecis,PG � BLOCK RETAINING WALLS (SEE ENGINEERS DWG'S FOR EXISTING WETLAND � � DETAIL & T O.W./B.O.W.). / / —--— PROPERTY LINE - / / � Co�c�-r�..uv &Co�a�v� Ir�c. / CONCRETE STAIRS (SEE ENGINEERS DWG'S.) / — _ _ - - - — � � ` � _ . / / � P�ANTING LEGEND � . . � � � --� � � i o � � � DECIDUOUS TREE: POPULUS Tremuloides (Aspen) � / / � � „ � �, - SIZE 2 CALIPER, Qty. 200, Qty East of � � � -� property line 3 (MULTI STEM) O / / � .� DECIDUOUS 1REE: POPULUS Tremuloides (Aspen) A ROXIMATE EXTENT OF � � � - SIZE 2° CALIPER, Qty. 124, Qty. East of � EXISTING VEGETATION / -� property line 2 (SINGLE STEM) / �� i � " � . � w._..— — — — — — DECIDUOUS TREE: POPULUS augustifolia ; .� ,..__ � . � o � (Narrowleaf Cottonwood) - CALIPER SIZE 2-3". � � - / J TOTAL 14, � .,.._, � � �- � � • � ' � � �.�.,, '-'-' EVERGREEN TREES: PINUS contorta latifolia O � ' ' O '-`-' C�...� O ,� (Lodgepole Pine), HEIGHT 6-8' PICEA pungens � ,� � �� M�(�/`/T = ` (Colorado Spruce), HEIGHT 6-8' TOTAL 196, � p � � , / � '9��V �� ' TOTAL EAST OF PROPERTY LINE 15 � � •� �� ¢ � � � � ��/�/C ` � a� O � � SHRUBS & GROUND COVERS: AMELANCHIER A �+ i � alnifolia (Saskatoon Serviceberry), PRUNUS virgiana � / _ _ melancarpa (Native Chokecherry), RIBIS alpinum / � � � � — — (Alpine Currant), CERCOCARPUS montanus � � � �. ,� � - —�—A.__ _ _ � � � /�, _ _ � (Mountain Mahogany), SIZES 1 & 5 GALLON. � �� , �, �, ` '� � , �"�,°` — —� �� Lv / � � Oo � � � 11 � � / z � �--� ____�, � � � � J � � � � / � _ � � ,� — �� _ � � ENHANCED NATIVE SEED MIX � � � _ .-- _ � � � I� � N �A _ � PARK N Lp — � _ g � � � o/ � o � � _� r� _ _ � / � � � � � cA c� N — ,�— � � _ I Q � � � �� N � N — — � � `� BUFFALO GRASS MIX � / c� � � — � � � � � / / � � �' � � � � � • � � � / — y I �c � N -_ , � � � �` � � �` � N N N — RETAINED TREES � \ / � 6 ,� �. �, �. � � � _ � ' � j � � ,� � � � ,� ,�` �, � ,� �, � � �, N RETAINED TREES WITH LOCALIZED GRADING - � � / � � � � � � � � . (BOULDERS TO BE USED TO RETAIN SOILS FROM � � � �� e.o - COLORED ROOT ZONES) � � / � ` . � � . ,� � � � � � , � . � ASPH� DRAWN BY• CG, BJV 224 'J 82 � i�t##�J i#�'�## { � �� ,-� TREES - REGRADING TO CRITICAL ROOT ZONE - � � � / °� . �' `� � � � � � � � � o.b �� r � �� #� ## # ' '' #� � �i� ##�#;� � ` ASH DEF LONG TERM SURVIVAL NOT ASSURED CHECKED BY sc � #t � f�f�i# j�# lj � j�#(jl �� # # � � � '� / � � � � . � � � � ,� � � � � �{# r#�# �� t# t# r� � � �, r�r# � � �� RE: A11, � � � °'° # � # � i i i �# �# '� � � { ' � ` �, , TREES TO REMAIN OUTSIDE THE WEST PROPERTY REVISIONS. ` ;'_ � � �. � � .� �. �, a, �, ,� ,� � ,� .�o, a" #�{� � I�i€ t�#�1# i#i�I{#!# � �i � � � �� #�{� � r # r � r # � �# t � �� t �r � � � � LINE ( � � �''�2 0 # �� #(�� # � !# #� # # � �!� t #� � '� ,� !U ` � � � ��j� No Description Date ' '� � � � � ,� � � � (# � f� # t� t� l� f � !�} � t� �'� , �'1 � � �� #-�-� #�� ## �� ## 1t�i# �� J � J l�� ! J� � �. � �� . ,� �, . � #�# �# �# # � {� '�'� ,l �� ,�� _ � - � � � . ��. � � � � � _,\ � # � �� '�� ,�� ',,� ,/ ��.�� TREES TO REMAIN OUTSIDE THE EAST PROPERTY . ,� � � � ,� � ; � � � � �, ,� `� .r�' � ,� � �� LINE � / (�/ ��\ �,, � y � ��• �� , cb ,\� ,�__ '� ;� .� , Q �, — _ _ _ __ _ � I . ��, � ,� 821 � _ � . � . — � �� __ _ _ �, •�i,��` �� '� � ., _ Q � � �o — — — __ _ � �,� ,� � �l � � r� �/ � IRRIGATION SYSTEM DESIGN-BUILD BY IRRIGATION SUBCONTRACTOR � � �. � �. '� � —— — _ __ _ BIKERACK �`,�,�� `� �/�,� � ',�� 0 � � `° `� � — - --____ ° l � � � �� b � ACCESSIBLE — — _ _ _ __ �� ,� ,�� °�' _ � � � ,� �� PARKING LOT � —— — —_ � �� Q � �, �, ENTRY PLAZA - SCO G - - -__ � �� °�`� LANDSCAPED AREAS SHALL RECEIVE A COMBINATION OF PERMANENT AND TE�IPORARY �° � �` � • ` � IN CONCRETE RE: 1 A1.2 — — � �` � IRRIGATION SYSTEMS ISSUE RECORD / � � � � , m PR � / TURNAROUND ° � — - � e OPER TY LINE � � �� a . �•� � 1 ALL REVEGETATED AND ENHANCED NATIVE SEED AREAS SHALL BE ESTABLISHED USING No. Descnptian Date �,. � �. �, � � � � � � �,y, ,� � �, , �� DE � � � �' � ` � � � � / � � � ES�ABLISHMEN�T�PER OD. RADIUS, ROTOR SPRAY HEADS, FOR TNE DURATION OF THE ,.o ,.o ' . � 1 COORD SET. Jan. 23, 2003 SCREEN BIKE P,g � �« � � �-' � � � o � � � 8210 � � / ///�� , 0 � m \ , ;;� 2 ALL TREES AND SNRUBS SNALL BE IRRICATED USING A FULLY AUTO�AAl1C I�ASTER 2 DE£IC�! RE41EW £UBlAITfAL Fob 10, aooa f'LANTING ' �2�� ° � ��, � � -� � � � j � �� CONTROLLER SITUATED IN OR NEAR THE BUILDING. REMOTE CONTROL VALVES REGULATE A 3 DESIGN REVIEW SUBMITfAL �ar 24, 2003 � N � � , • � � ��• � �, � COMBINATION OF POP UP SPRAY HEADS AND DRIP EMMITTERS THROUGHOUT THE SITE. 4 PRICING SET Apnl 03, zoo3 �RTH FRD � + � � � � � � � ��D � BE IROOP DoTHRO GH T}iEPS TE.ILL UTILIZE THE BUILDING POTABLE WATER SERVICE T}iAT WILL 5 PERI�IT SET �une 10, 2003 NT,q�E R�AD � . . � � � � ,�% � � � � � � � � � . 8210 � ,� � � � , � ,� � � , - � ' � � SHEET CONTENTS: � � � � LANDSCAPE PLAN ENTRY SIGN PAINT STRIPED CROSSWALK � � PATH CONNECTION ,�� TO 10' BIKE PATH � � o Key Plan r' � , PROJECT N0: 0210 � DATE June 10, 2003 . DRAWING N0: � �� , �ANDSCAPE PLAN � 0 40 Q 0 �O O L02 SCALE 1°=20'-0" U � ' � � ;� \ \ � � . J ' I � / �� ' � ODELL ARCHITECTS, P.C. � / �\ � � ' �, MATERIALS �EGEND ARCHITECTURS PLANN19CINTSRIORB �/ 320fi5 C�stle Court,Suite 150, Ever reen,Cdarado 80439 � � \ Tdephanz 3036705980 Foaimle 307610.1162 � , \\ \ I ,, �` � Copynght Ths document is an mstmment of sernces,and os such remams , 1he property o(the Archded Pamissron(a use of lhis doamenl�s Imited �� I �, �\ \ � and cm he eztended anly by agreement with�ddl Architecls,P G � ,�` �\\ \ � O BOULDER RETAINING WALLS (SEE ENGINEERS DWG S. � ; � � � O FOR DETAIL & T.O.W./B.O.W.) I � 1♦ \\ � ; � � � BLOCK RETAINING WALLS (SEE ENGINEERS DWG'S FOR � I ; � ,=� �� DETAIL & T.O.W./B.O.W.). — _ _ _ _ I � � ; �� \ ; ; � � ��\ \ I ; ' �� —--— I � � �� ` �\ �p� PROPERTY LINE � CO�GHLIN BL COMPA'VY INC. i � ; .� -..., � � ��°F ; � :, ,,, � ,� I � ; `, :'; .,t'�_�_,� � � � � � ��/�/�[' CONCRETE STAIRS (SEE ENGINEERS DWG'S.) I � ��_'� ,� � � `-�,�, �� \ r• ; �-.,_ APPROXIMATE EXTENT OF �� '; `� °� �° ° `� ��''`-,. � EXISTING VEGETATION �� ., � � � \ \ �,. � ,� � � �, ,� � � '�, �\ � , I , .� �, ,,�.�, � \ I ��, �, ,� m �, �'�. �\ \ I I I ��i�� `��'�� I � � \ �'♦ \ � j I s, �, ,� �. a. ,� a m ,� ,� '�, \ � �, \ � � ' ��jf• � ' �"'•, � � \\ \ � ; I .� v . .z` ^a .c� � 0 �� ` � � ��,� \ O �� ' , \ \ : i � �, � `� � � � ��'''��`�'`�� ==,-,��-,.,�,_,_,_� � \ PLANTING LEGEND � N i I � � , � �� \ �\ ` � � ( � �� j �� J ;� ,� �, �„ ,� � �� J � � ,_ ♦ � I � � ,`° �.. � O � � .�' � � � � � �jj�J1 ��Jj�J1 �JJ ��'�' Jp A ;- � J � w � ,r, �. � `� � � � f f�� % i f � f ',� � �j r��'��► \ W ,.- � �� r� ��t�� !�`�` ��`� �� { �i�-� � _ .j � � � � ;, �. � .� I •; �,_�_� �_,_,. �� , j � � � �'� _ ♦ W � ;�, ��, � � � � �� `��' � � � � :� ,..,. , � ,- , _ ,"' ,� , ,� � �, �� DECIDUOUS TREE• POPULUS Tremuloides (Aspen) w I � �x,��. � � �� ` '� / �� ._,� � � � �,� `•., ;-• '•�,,, _ ��, � °•° - SIZE 2 CALIPER, Qty. 200, Qty East of � � �� '�"� � � e � ,� .� � J� .� r � � ,� € .; � ,�,,. � �. � ., � � � cn L.. �.LJ ':>' � � � d� � � � '� � �. ,i`f �i �� .,•� � •,�� ' � ,� � � � '� ' � ,�,!,� ! � � � � � ,.• ,_,_•_,, 40% SLOPE LINE W -� property line 3 (MULTI STEM) I � � � ./�� /l/ � � � ./ ,�, � ,� �-., ,� � w w � w � .� �, � �'�� 1 � � � / �� l J �,� �� '�*,� cn z � ' ` �� '� � � � � �� ,`- ' �■� ' �` � �'� � � f �'�� " � ��' � I ' �� '�� ° � 'E � �' ��` �'�� w DCCIDUOUS TRCG f'Of'ULUS Trcmuloidc3 A3 cn � � , y !�` �,� � �� '�,��`� '� �� !� �' �� ' `� � �`��'�,�� , � �_, ., �� Z �� ( P ) � r � � �° I °' �' �,�� ,�,��`��` � �� J� �` '•.,�` ` SCREEN = �, ° - SIZE 2 CALIPER, Qty. 124, Qty. East of Q Z � ° , .� . �� / ��r � � � � � I�I � �/� � � � ��`�� /�� . � � `' c..� �� ro ert line 2 SINGLE STEM � � � � � — � � �# . � �J I � �/ � � � l ,,� l. � � � J ,� � � . �, �; PLANTING � P P Y � � � ,� _ .�) . . ,� _, ,. � ��`� � I �td� ' . � J � ,� � ` '. r : � ��1 ,� � �� ,,< . ' Q � r, � p � � �� p / �� :�J �` �� '�� / � � � �� ` � �fy�� • � � a � � I �e, m, .� � � �1 '+� � � �� f ��/ � J �� f� 0 ��P� �� f �` '� � � � . I � 1 ,� � / f I � � t � � � r =� �� f � N~ � � jj r��`�Jj�� ,�� ,� '� --� � � �` ��'� � � � � ,:;>, DECIDUOUS TREE: POPULUS augustifolia � � _-'' LL v� "'^�„�, •1 ! �J � � � , n O O w � '� �/ � � ��'�� /� � �' � �'� � �,��,��:� `� '� � (Narrowleaf Cottonwood) - CALIPER SIZE 2-3 . a� � '--+ `�- � � / � � � t � � � �'� � � � � -•, O � .,� � � . .,�.- -`:�.. ; � � �� ,�/ �� ',� � ,�� ! � �� , ,�� TOTAL 14, �'�"'� � � o �~�.�. �. °.!�� `� � � �� ' � �-�� .�� ,_.�,: Q,, .� � � �. �. �. �' �- `��. � � �� .�� ` � � � � �-�.- ,, - � o � .. � -�_ �.: �� ` � � :-� � , -`�.*. `�,..~"�'� '��, � �.� ,,� � sC� � �� :;:. ` '� • ,. �, •--� � ...� � � � � -�.~�.. `� � ��`,�� '"�'� �.�� -' c Ri��iN ..° �,� � �/� ��...�:- ,� , � � � � � � �, I �-�..,, ~�,..� - �' � �,� � � �-- �NCRF . .� �� +� � ��.,. .� � '�.0 � � , , EVERGREEN TREES� PINUS contorta latifolia � � � � �,�. `� � �� .�� RE � � �'�� o•� � �� -�-�, TION AREA _ , �� •-�, �.. , � /q�� ,� �` � �� ' � , ,,o .� RECREA (Lodgepole Pine), HEIGHT 6 8 PICEA pungens A � �'. , :� � � • � � �°� � � � � � °� � 7 ; �' -� ,� '�-""�;'�- , SITE FURNISHINGS BY OWNER N.I.C. ' Colorado S ruce , HEIGHT 6-8'. TOTAL 196, . � .., � �'�, . � .,� � � � � � � �r,�` � � � ( ) � ( P ) � .�.,�' �. �� ,� �� ,��_� �� -., � � �° � � � � � �' � � � � TOTAL EAST OF PROPERTY LINE 15 � . , ��. �,� � � � ';� ��- ,�� :J,,� � l ��.�,�� '� �� ° , ��'�-� `-. � i �� / �� . ..�:= � � � � � ��`� �� ':��'. �,�',� � � •- 4� �. Z � /,� �� l�`J'� �� ',� � � f ,€ �� '� �,� �„ � '"-�-�-�-�.,� SHRUBS & GROUND COVERS: AMELANCHIER 0 �IKERACK �.� ',� � �� `�' � � � � � �� ' �` � � � � � � � .� � — _ �O �,�!�� .�•��"�� ,� `� �� .. �� ',�,,� ',�� °,�� +,�,�� •° � o.o i �'-., alnifolia (Saskatoon Serviceberry), PRUNUS virgiana ., . °� � �— �' �_ � � �� '� � ��: � � ��` ��r� �� '` '`".� �° �° `•. `- melancar a Native Chokecherr , RIBIS al inum — — , /,�� ,�� '' � � � � �� '� � �� , �, � P � Y) P � � ,� � �, � / ��,�� ,�� ,��,�� ,�� ;� �/� �� '� '-� (Alpine Currant), CERCOCARPUS montanus � � �� `��` � � �� r � o.d t a ; TRANSFORMER � �.,,,� , � � �� , � �� ;� �� ,��` � ��'� -�,, �, �. � �, : (Mountain Mahogany), SIZES 1 & 5 GALLON. �. � E ECTRICAL ,� �, .� � .�„` `��-... ��'`,�� . �� t,� � �, ,� �� ;��`.,� ��j� � � � � � �� . � c��. � ;, � (RE. L ) ,, � ..�. �I,� � jy" � � �)ff� �jfj/ ,+ � �"' f(f � �)jj ,�,�F!ffj� ,�ff /f�j��`"`".. , � °•° : - \� �� 1�� ( � I/ � jj � 1 � �r ` ff � r 2`+,� `..f` � �i � f l �( �f �l/ r(" `N `,�}" �" 1 � � � - _- o, 's \ \ .,,""..,. T j � �J { � �� y' � j,,,�j 7 .�' f � f 7� � aar. I!✓ 'ea ` aec,G�p . �ec ; ^�,�,� ` / 3 �� - � -"�.,� i�] P 1 1 � � �� /�' 7 �P`• , , ! � ��.,� � f �/ ``""".yrJ '.E�' � �b' �.^` �d' "4 � }�./ �Ly ,� w. � � � � f �� i� � � � �,�.��. � � � �� '�,��l�� ,�/� ��• � �� f , � �' � .� :�. .� �, .� .� � � ,� � -� � � .� • , � �� , /�� ,� � � '�/ � �� ,� ,,� �, ,� �. � �, �. � �.n � ,� � � : ENHANCED NATIVE SEED MIX � � � � � �� . �� , � �i�,�� ,� ,� � � � �` �� ,� ° ,� � � � o.o .� �. � � .�. � , � �, �, � � �� .�� o� �p� ��: � � � MAIN PEDESTRIAN ZONE �,.,� ,.��.i � � ,�� //._�. � � � ,�� E � � .� .� ,� .�. t .� ,� ..� .� ,� � .� � � �� . • - COLORED AND SCORED ASPHALT `"�-�-...�`�.. •�� ,�� .� �� < < o� � � � � �� .�� "-�..., ..�..`"�., � � � ��,� � � � � ,�. � � .� ,� � .� �. ,� .� °,� � ,^, � � � o ,� •, ASPHALT SURFACING i �`�'� �� r,� � �� f� � ' ,� �... �, , ,� �. �. �, ,�. � �. �. �� °� ,,� � -� ��- � �`} � � �, BUFFALO GRASS MIX . . � � �`,�� _ �� r� � ° � � ! � �� ,� .�,� �� /' �� . � �. �. �, .�. �� .� .�� .�. .� � � -� � � � � � � � �, -�. � TRASH DEPOSITORY � ! 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CG BJV � �., � � : -:.��—. :� ��f � �� ..��.-. � a F � � � � _ // .� � ' � ��` -� x � ,,� � �- RETAINED TREES WITH LOCALIZED GRADING o /, ,� / -�.. � a. � � / �.., ��. � � �,. .� � �.. � �... � � � � �� B � CHECKED Y •, � � '"�,, o � I o / . �, �, �, � �'��. �,, � .� .. �, a,.� � � � < A .W. � , � �� `:::': � � �°.� � , � � ,� l `�. �.:�-.'� ,� � � , BOULDERS TO BE USED TO RETAIN SOILS FROM 1 t o. � � . ""�••.,, � , f' -�,r l � �� o. :� � < < � � � � . ��... � �. /}� ��: � � � � � � �```�~�- `~�-�"�~�-� � • � � � < < � `� ROOT ZONES) � ��. � ! i ,� ' � �� .� !%/ � �� .��' ��.�� "`.. "�"'.'.,,� - �` � �''� ' �, � � �, a o � �,, �" � , � REVISIONS. � , :� �� /// � �.� � � ,� � ��. � ....`""~� .—�...`"~�..�`°""- ,.4 � �"" � � � -�,�% � � ° `� ` `� � � ��' �' ' / / � � i.,. /// '�� '� /� � � � ,� �� ° ,� �� , ,� � < ,� ,��,, � _ ��;� � ' � � + �° �` ;�#= �°'. � /i� ��l��`',� �'` � ' �` � � � � � TREES - REGRADING TO CRITICAL ROOT ZONE No �escription oate � E�,�� I + �'�� . � I� � �/' � �� ,� �, ,� �, ,� �. ,� �. ";� ° LONG TERM SURVIVAL NOT ASSURED � �� '� �� . �� , � � o.� , � E,�� /� � .� � �. � � .� -�.... � ��` � � , %,, . ...�.�.. � o . ,.. � ;,f ,�� ... � � �� / . /,� � � � �... , , � � . f!� � � �` r� ,. � �� '�,� � ! �� J � l � I �•° ,� �',�'�'� -�` � � � � , � � �, ,� � `,� �� ,� �°'��:�.`. .�.� � � � �;�� } ,� ��'/ �,� � � �� / � ��• `�_�� ``"`~� � � y � • � • �, � `� � TREES TO REMAIN OUTSIDE THE WEST PROPERTY 0 �� `�._,,`�-� � a.� � !��,� �� l,�` •,� � � � ` �. '' �� ``"`` . �. � ,� �, �. '.' , LINE ��`� �� `� ° •� � �� .� � �� ..� � � � ,�`� �. � 7 �. � �. � � �� . �� o � � �` .��....^�.�-- �.. � �.� �!�� ` � �� :�� ,�� a � � � ��:� � � � � ��i:��`�� :�� .�� `� � �. � � � �� o _� � � � � � . �� ,� �,�� -� � � � , � � — � — — � . � � � � � ' `� `� �� ' � �� ` ` � � �� '�� o.� � � �� . °'° � � �� '� � � � � � TREES TO REMAIN OUTSIDE THE EAST PROPERTY � � � � �� _ _ _ _ __ � � �: ��. � ��. �� ` � � • � � � � � � � • / ,� ,� j/ � J'�jy'/ �� /�` j fj( � ` � � � � �� LINE � � � � , — � � � � � � ,�1 �f ))} � � }/ � � ��,��)j ,f/)j� ��. - � o.�w �� -�. � m. s, ae.!„/ O•,m ( �_O +� 4 i°° +! ' 7 '3 7 j`�' ` �` � 7 + t � ( w V` "W�. .a ,w� ,q +e� <M �,s. m s, ,ro ,ee ea , ��` � �`� ° ��, � °�° _ , , ` .:��/� J �� J � � a,�.��' �' � � � ' � � /'''� �� .�� -�.. � � r� .o ,S � ?,j � f ' � � f � e. � �d;o � ( o• � r-y � ( o f � . � m �� ,� a, w,' a� � � � � �, ——4 _ ��' /�� ,� � ��, �� . � , � �, .o � � � �� .� � ��`� _ _ — ° -� f � -�� ` �� ~ � � �� IRRIGATION SYSTEM — DESIGN—BUILD BY IRRIGATION SUBCONTRACTOR �� .�� e �,� � � ,� � , � , � � � �, � � —�- � � � �., � �� , �� '�; ,,.,'°° ISSUE RECORD � � o.� �.. _ � r � e �,.,� � � � o �, � , r — �—&--...._ � o.o '�" c �•' �,. �' � , � � � � � � � � ` � � � � w � — — �e �° � ;;, � No Description Date -4 L' '� ( o. ` o , � ` � _� � o ^ ' o�� r`' � � m �� ° ° ° � � � � � �' � — � °'° � ��" `° �° LANDSCAPED AREAS SHALL RECEIVE A COMBINATION OF PERMANENT AND TEMPORARY �'' � � o,o � i � + �`�� F � h � ,} � � °'�` A-T , — � r'y � � i.. , � � �., . �, � �,,, � � �°,= � IRRIGATION SYSTEMS. 1 COORD SET. ,lan. 23, 2003 � , d. �, � `�q,, ��"' 6 "' ,�, � � � '°' r,, '°� "" A � - -�. �o�oR � � '0q '°� ;{ �`—'` - — —� � � — "' 2 DESICN REVIEW SUB�AITTAL Fob 10, '_1003 o. ,� � � � � - � � � � � �.� � � � �� ` A� � m�•°� � � � � � � � � � � � � � '/ � � �—t �— — _ 1. ALL REVEGETATED AND ENHANCED NATIVE SEED AREAS SHALL BE ESTABLISHED USING 3 DESIGN REVIEW SUBMITTAL �ar. 24, zoo3 , '` e � -� � '_' �` � � � � _ _ ''� . . .. µ � � ' ,� — ,� �. ° - . �. — - - - ABOVE GROUND, BROAD RADIUS, ROTOR SPRAY HEADS, FOR THE DURATION OF THE 4 PRICING SET Apnl 03, zoo3 � � � ,o � . a �-: _ o. , J � , � � � .� � � � .� ,� ,...� �. .� ' � � �. .�, � � � �� , � , .t�� " .��,�� .�� , � � �m° � � ,� � � �. � ESTABLISHMENT PERIOD. � , a = � o., o�� . ° � � , 5 PER�IIT SET June 10, 2003 m � �. ,� ,� � ' � ,� ,� � �. �. �, � � � � � � e � � � � � A � �,� a � � �� •�� c� 6 � � m ° a � �� -0 �� 2. ALL TREES AND SHRUBS SHALL BE IRRIGATED USING A FULLY AUTOMATIC MASTER $ � -� . �„ � ,, _ ,� � . � �. �� . � _ � � �_ '" � °•° �, � " � CONTROLLER SITUATED IN OR NEAR THE BUILDING. REMOTE CONTROL VALVES REGULATE A , �, ,� .� ,� � ,� �, � �, ,� � , �, m � � _ � �- � i.. �R o�" � o. � �. � �,� �, ,�� o.� � , �. Y,. ,� a a � a � � a .� �, � a a A � � a Q � � �, � • W -� � ,,o � �, � COMBINAIION OF POP UP SPRAY HEADS AND DRIP EMMITTERS THROUGHOUT THE SITE ,� , �, � ,� � � �, a ,� m' a m - a m � m e m d m d m d ' m a m a m ' m -� ��` � � , � � � �. r: �� , , � � 3. IRRIGATION WATER SUPPLY WILL UTILIZE THE BUILDING POTABLE WATER SERVICE THAT WILL SCREEN � � '�. � A . A A � , � � A H A w � � w � �' I. �`` � � BE LOOPED THROUGH THE SITE. F a � "+ ' � � +' A� cA � D�b ' ' PLANTING � W � � � � � � � � W � � � � .� �' � .� � � � � � �,: / SHEET CONTENTS: � ��. � . � � � . � LANDSCAPE PLAN MSE RETAINING WALLS 1�� WIDE BIKE P � � « # .a � � � # � � �` � � � � � � � � �' °•° �� , � '�� '� ATH � �- � ,� � �, � (RE: 2/A1.S, CIVIL, STRUCTURAL) � � � a °° � � ,� � � � � � � � �, i.. �.° � � � .� � � � ,� � � � � NORTH FRONTqGE RD � � �, . AD BOULDER RETAINING WALLS � � �° °� °° � � � (RE: CIVIL) � � � � � RAILROAD TIE STEPS PAINT STRIPED CROSSWALK ENTRY 1�� WIDE SIGN ° �� Key Plan PROJECT NO.: 0210 TRASH DEPOSITORY— DATE dune 10, 2oD3 (RE: A1.2) • DRAWING N0: - � . = _ -_ _ _ _ - � , LANDSCAPE PLAN O : �O QO . �oo L03 SCALE 1"=20'-0" U � ' � � � � - . I i MATERIALS LEGEND r � ODELL ARCHITECTS, P.C. ARCHITECTUR6 PLANNING INTERIORB \ � BOULDER RETAINING WALLS (SEE ENGINEERS DWG'S. 32065 Castle Court,��te,�, E�ergreen,Cdorodo 8(1439 \ Tde�han� 303670.5980 Facsim�le 30�6707162 � � FOR DETAIL & T.O.W./B.O.W.) �,�9ht Ths dceument rs an i�trume�t af sernces,ond as such remains ` 1he propaty of the Arch�ted Permissim fa use of lhis daumenl�s I'mited � and cm he eztended anly by agreement with Oddl Archdsts,P G � � BLOCK RETAINING WALLS (SEE ENGINEERS DWG S FOR � � DETAIL & T.O.W./B.O.W.). \ � \�� o ` � —--— PROPERTY LINE � \�� W �� ` � � � � �\ \ � CONCRETE STAIRS (SEE ENGINEERS DWG S.) � � GO�GHI.,IN 8L COMPA'�Y INC. � � W �� W \� �� W �� Z � � J ��\ \ � H \\� � I Q �� \ � � '� � PLANTING LEGEND � � � � � � � o ' �0'°F � � �� Y i � �jN�. � � � �� DECIDUOUS TREE. POPULUS Tremuloides (Aspen) O APPROXIMATE EXTENT OF \\��\ \ �, °'° - SIZE 2„ CALIPER, Qty 200, Qty East of EXISTING VEGETATION �� \ � � � property line 3 (MULTI STEM) N AREA �, � �' OWNER (N.I.C.) �� \ � �� ,� DECIDUOUS TREE: POPULUS Tremuloides (Aspen) � � � ' � - SIZE 2„ CALIPER, Qty. 124, Qty. East of �� \ � � ` - - - -��,� � � � � properly line 2 (SINGLE STEM) �� . ,. � �. �� \ � � •. '� �� N «• '� ,`•� ��\ � I DECIDUOUS TREE� POPULUS augustifolia � .� � p + ` ��\ � � (Narrowleaf Cottonwood) - CALIPER SIZE 2-3". � � � � ► �� TOTAL 14, O � � O : � � .--, .� �� - �� : �� q �� \�� EVERGREEN TREES: PINUS contorta latifolia � p � � � � � � `� � (Lodgepole Pine), HEIGHT 6-8 PICEA pungens � � •---+ '�^ �, � � , : ' � � � c�3 -�. � ,� { (Colorado Spruce), HEIGHT 6-8 TOTAL 196, � � � � � � � ? � � � - �' TOTAL EAST OF PROPERTY LINE 15 A � �� . � � �, � '-� f � SHRUBS & GROUND COVERS: AMELANCHIER � �� • � �. � alnifolia (Saskatoon Serviceberry), PRUNUS virgiana � ° � �-�-�-�.,_, 40� SLOPE LINE �. ,�, „ ., I melancarpa (Native Chokecherry), RIBIS alpinum �. � -.-, ,_ �� Y!,•1 •I ', �� • °' , � , �� • �� , � �'m v � a` � ,' ,-I `,'I`, _,`'`,- I (Alpine Currant), CERCOCARPUS montanus , _, (Mountain Mahogany), SIZES 1 & 5 GALLON. � � +P aa m„ , I ,e� �~ ''`I`�� ' I'I �� I I b C� ,so t ,s m ' .a�' �� o L✓ � m .s ,e� I��• ,`,`I I'' ''' ��►','I , "I•, ,•� �� { +e � �� r�� I 1 , � � v �� 4 , I'„I'"��'�� 'I•''I � �� ' � I � '� • � 'L. +k � w ,m p, en ,��_ ',• ��,,, ��','I °" �9 ° , � .,_,:� `-•,�, `��-., � ENHANCED NATIVE SEED MIX �y , � ( .w • R .�x o See m ,� .a m ` � xe�, _ � se aH ,�� ,V^; '` ,��i� ' .•e, ,� e ffi'� � � . �. ,:�� ° � TURN AROUND '��, ,;• '��• ,� �•-•�, � �u � � � o � Yr_�_,.I*� � r}� e � i,�;,` ��`I, ��'I',` � � � 1` � � ` ,,I ,' I � d� �,x .,e� m�f � o( o�� ` ,a ,,�;a. ' m ` r� •1,•�,•�� •,��'1 1 , 1,►,,��•�� `,��•' ,�, .Y • - BUFFALO GRASS MIX � . � � o � `� z..� �`� ��,, ��,'I+ � I J�j� �tr � • f „� , �„i , I I I� � .o �, m e a, �� . I I,�� + ��, ♦ . � � �� , � �'� ',' , �� I ' ��•I'�= � ��?` j �. . . . R ,� � .,� � �• �''' -. "`�. �' '• ��'� .' SCREEN •` I '��- , ;:,� .� . � ,� � ' !_,� �'`.�� *.�-._,�, '•� ,��`� PLANTING �•'� � I z RETAINED TREES . , . �� ', �� I ��, �� ; L.i � I f � �. 1 ��. . �Q �� }_ ' � � � � � "� � � , _ �,•;' � � . �� `� � �— RETAINED TREES WITH LOCALIZED GRADING - o� � � � ;�;;;.� 1. � -� � � (BOULDERS TO BE USED TO RETAIN SOILS FROM DRAWN BY: cc, BJV � _ _ � � MSE RETAINING WALLS � `� � �, °•° � � • . �� ° ROOT ZONES) CHECKED BY sc — � 6' _ (R_� 2/A1.2) N � � � � � ' '� � � � -� � -�° . ,. .j � � TREES - REGRADING TO CRIl1CAL ROOT ZONE - FUTURE SEATING AREA - � � � `' �M � '� �' �` �� , LONG TERM SURVIVAL NOT ASSURED REVISIONS: I / � -�.,� � � � DECOMPOSED GRAVEL ! � ; �, ° � No Description Date � U FACING �` � I �' � �, � '� � TREES TO REMAIN OUTSIDE THE WEST PROPERTY � ; � � � � i a— — _ � , m � 22 ,� � ; �' ��' � '� ,_ � ��K LINE � _ _ _ � r :, , ,i; � � Q � — — —_ _ _ \ �, �' � ��~ --.. � ` �`�. ' 1. _ _ — _ � — / �` �.'. � � �..�� / I � � o., Q A — _ —— �`r � . �`"�. — � i �°-�.... ��`�'+ � / � TREES TO REMAIN OUTSIDE THE EAST PROPERTY Q ' — �� " '�` � LINE � . _ — � � � � �� ` "-.,.. �.,. � �,� , , ` �. , �� \ �.. .,,_ ` � �' � , a � � `,� �, �. � �� "°`�` �!�r �:°j` �� ° � 0 �,� — \ ---...,,�A+A !� � � �°, � �� :/ ` I � ' — — , - ' � � �� .�.� ` �, � . � �°°` - �°`�-�"'� -,,��...� �! �``�.�:� �� I �LAYGROUND EQUIPMENT IRRIGATION SYSTEM DESIGN BUILD BY IRRIGATION SUBCONTRACTOR � ` \ ` � `�' ! �f'�'`��'r �� ' { AND SURFACE, N.I.C. (BY OWNER) � �� . � � � .o �` � � \ I -•-. ( �'` ISSUE RECORD . � ' -.... � -� � �`� ,o. � y �, � �` � �. � �` �` o � � �, ° LANDSCAPED AREAS SHALL RECEIVE A COMBINATION OF PERMANENT AND TEMPORARY -r' � ` ` °�, c �• � � `�� "�`� � -�- �, IRRIGATION SYSTEMS. No. Descnption �ate � � .� �, � . � , ` -�,, � • -� � � • �, � � ' "` �` � �` � ` � � �. ` �`b �` � � �` �` �'�'"�' � ' � • � \�� O l �'� 1. ALL REVEGETATED AND ENHANCED NATIVE SEED AREAS SHALL BE ESTABLISHED USING 1 COORD SET. ,� 23, 2003 , ' � „ �, � „ �, � � � ,� �, �"" �,� •�; � ,; • � � �, -L ' � � \� ��\ � �� ABOVE GROUND, BROAD RADIUS, ftOTOR SPRA'r t1EADS, FOR TI1E DURATION OF TI1E z n�3i�n rt«nrn 3uon�irrr� fco io, zoo� , .. � J� � � �J � � � ESTABLISHMENT PERIOD. 3 DESIGN REVIEW SUBMITTAL Mar. z4, 2003 � �` �` � �` � �` ' �° �' �' � � .4 } : � i.. 2. ALL TREES AND SHRUBS SHALL BE IRRIGATED USING A FULLY AUTOMATIC MASTER � � \ 4 PRICING SET April 03, 2003 � � �' ` ' ' �I CONTROLLER SITUATED IN OR NEAR THE BUILDING. REMOTE CONTROL VALVES REGULATE A ` 10' �pE B�KE pq� ,� .� �. � � � � ,^, ° � °,° �, � ° � -� .� 5 PERI�IT SET June 10, 2003 �, �, � � � � � � I � COMBINATION OF POP UP SPRAY HEADS AND DRIP EMMITTERS THROUGHOUT THE SITE __ � - � � , � � � -� �-� � �,� � � . , ' • 3. IRRIGATION WATER SUPPLY WILL UTILIZE THE BUILDING POTABLE WATER SERVICE THAT WILL — � �� o.a � . �' � � -� BE LOOPED THROUGH THE SITE. —— ——— _ _ SCREEN � ,,, —— — — — PLANTING �, � ra , � � � � ��' � � .� �,., — —_ ,.,, ,.� , � . ��, ————— — — � ,� � � L' � � � � J� -`~ SHEET CONTENTS: � — —— — —__ _ _ ___ � , , __ N�RT — _ _ _ _ � � � � � .� � LANDSCAPE PLAN � _ H F NTq�E — _ _ _ _ . d.� _ -�– � ROAD _ — � � � � � � \ � � � � , \ TRASH DEPOSITORY � �'�_�_ __ TRANSFORMER , , _ _ a (RE: A1.2) �� RE: ELECTRICAL) — — _ � � __ _ � — --_ o00 � _ -- -_ -_ --- _ -_ , -'— ______ _ __ �� -� 10' WIDE PEDESTRIAN � . � - --_ \ � __—___- - �� --_ , -- _ __ -� PATH LINK TO VAIL � � , �— _ O O \ — --_ — __ _ � _ _ 0� ��/�� —� � -- � � . _ � � � �� - -_ _ O � . � � — � � �— - - � . • — _ � F �— - - � � � � — — -- -� _�-- —____ � � ' � . � , � . ` � ��` — �� • � \ �� ' • \ �\ � � �� y, �� , �� ` ..1/ � , \ � �� . ' \ � _ ��—_�� _ � , \�, � Key Plan � _ —��_ �=` ' _ , ` � . _ � • . � . � � _ ` ��` �—� �� • ' . — _ �— � . __ �� . . �� . � 1 �� - -- _ _� —�� - -, __� • _ . ' � �\ �� PROJECTNO• 0210 � � \� �� _ �__ ��_ , , — � —� — �,� � . � --� � �— � � �—� �� \\ DATE June 10, 20D3 '—_ ��`_ � �\ ' \ ' _ ��—� �� \ \ DRAWINGNO.: — — �� -- — - : : , , LANDSCAPE PLAN 0 n O QO r�oo L04 SCALE 1"=20'-0" `t U L � � � � � � ,. 3 A4.1A , 2 � �22�-� ��2^ 4 5 ` ODELL ARCHITECTS, P.C. GO�—S" 4��-5 �/2n 14�-6� ARCHITECTURS PLANNINC INTERIDR9 3Z065 CasUe Court,Smte 150, Eoergreai,Cdarado 80439 Tde�hone 303fi70.5980 Faaunl� 3036101162 14• 2 4 3 4 Cop�nght ihs document s�mstmment of sernces,und as s�ch remmns ihe property of the Archded Permissim fa use of this doament is Imited A5,�A A5.�A A5.�A A3.4 ond cm he extended mly by agreement with Oddl Arrhilecis,PG „ 1 49'4 A 2A i � � � E I � I � I � � � � � � � AZARD �tIT1GATI0N WAII., � � 5 E• STRUCTURE_ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - -C=- ---- - - - - - - - - -I- - - 4:IA - � - - - - - - - - - - - - � - - - - _�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 �` � � � � � � i i � � i A5.1A � _ GOC;GHLIN BL COMPA:VY INC. � - � I � A — — — � � � / - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � — mGEOFLAIfBACKWAIl � A � � �� i i � � � 2 � � � � � I � ,- � �� A34 � � � �% � I � I � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �� i i ' -- � � 19 ° � � ` � � �� 3 �-- \\ � �� ' ' � I 19 / ---�-- I � \ 19,�; - ' � OPEN TO �j�� ( 19 SII� � - � � BELOW 3 � � B ' ` � 2 �,�-''` 2 � � 11 � 3 2 � � � o � l � '' �`"- A2 8a 3 STAIR UNIT A UNIT A UNIT A UNIT A I I � � A206 ' A205 A204 A203 � � � E pgl �(C� �� A207 3?� .375 .3 7j FI 7y OPE � � ��I G � � EXTINGUISHER � � �� I EL "' e i O � 1 � 1 CABINET � o � 5 FlRE 3'-1 1 ' 4 _ �INGUISHER 7 ¢ ¢ 5�-�� 2� 4'-6" Q 7 ¢ � � STAIR �P � o � A41A CABINET`�.... C A201 — M � � � o I 7 � 4'-g" 15'-61/2° 4'-4" � � a � � 7 � �2 15�-61 2" '-10" 31 � ; � ¢ UP 7 i � IT N � , � '� � � � � A2 ( _ _ 15 �R � N � �� — � � 31 31 31 31 3 . ` ;� I ti — —_ `FlfiE � � 31 � � v v � v � � v 4 2A � //�2' 7 � � EXIINGUISHER `° 2 \ � CABINET ~' � � , A41A o � 1 , � D � � A1R A1R A1R � � � 2'-111/2" 3'-6" � r--' " `'° ` � 3� EXTERIO EXIT � STAIR ( A . . I 2�_g^ 2'-0" � ,� � O DN `� � � ` BALCON I 15 A202 i 15 4.2A 7'-9 11'-2° i 11'-2" 14-71/2 4'-81/2 4'-0° i � � � Cd . -� •--� � � � � 055�D-42" PREFABRICATED 15 i i i i i � O � � � � 9R METAL GUARDRAIL � � � � � F ` c,R �- � � ....� V �R B2R 1R B1R 1R o � ,� �_ 9R 2"4u l"6. � � �� i � DN 6,.5� � N O � N „ 6�,�" I A4.1A I I I ~ � 6'-5 � 5_1" � �� `�� 4-10" , �r 2'_g" 3'-101 2" 2'-91/2" 2-6 2�_4n 2'-6" 29" � /1 1 7 � _5 51�128� 7'-4 1/2" 3'-11" 5'-10" 8'-0" 8'-0° 2-2° 2'-4' 1�-10" 4'-8 1/2° �i/ 40' i � A1.2 � � 2 fi0'-8" 47'-D" 14'-6" � p4 2p } _ 1 2 „ � 3 4 5 � � BUILDING A SECOND FLOOR PLAN � A2.1(A) SCALE; 1/8"=1'-0" �/� �� / • r� _ 3 � A4.1 A - 2 3 ,2Z�-, ,iZ° 4 5 DRAWN BY. BJV 60'-8" 47-5 �� 14�-6° CHECKm BY 14� 60'-8" 47'-0" 14�-6° REVISIONS. No. Description Date 49"4„ 0 1 A5. A 2 E 4 3 I 4 I 0 A5,1A A5.1A A5.1A A3.4 0 _ 5 � HAZARD MIT1GAllON WALL, - - ----------- ---- -------------- --- 0 f - -------- --- ------------------ � p41p RE STRUCTURE � � _ T _ C-- Q --- � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � ' I I A A5.1A , � � � i � ( 0 ��!� � - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - -� � � /1 - - - - - - - - - - - - - - - - - _ , ��%� � � � � � � EDGE OF LAYBACK WALL �� —t- � � � � � , � � � � � � � I I ��'�� 19 �;� � � ` G� � 19 � � - -- - - �- - - A34 M o ISSUERECORD 1\ - - - - -}- - -- � - - - - - - - - - - - - - - - - - - - - - - - � �'�� , � � S � � � I�� 3 UNIT A UNIT A UNIT A -> UNIT A r ( I I No. Description Date �� -' ; � � (� MECH � � � � � � A106 A105 A104 3 A108 A103 19 � 19 � 19 SI�I , I 1� ,9 ;=� ' � G � 3�� 3�s 37s — B , � � � � � -� p10B � �� 1 COORD SET, Jan 23, 2003 ' UuDR , �� .. ,Y �� i. � / / I/� � � ' r�Y � � RESTR�OU /\ � � � ] �� DECICN RE41EW CUBA�ITTAL Fob 70, �003 ' � �� A��4 � � A111 A110 � 1 3 � 2 n 1 � I O � 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 ` . i 1 I i / DO 3 � STNR � 4 PRICING SET April 03, 2003 4 / o � p33 �-� 1\ , A107 ``� A9 7 1 � 100 � � \ 5 PER�IIT SET June 1D, 2003 FlRE I � � 4 '�2 4 � FIRE �/�Z � � \ � 4 � 1` � EX11NGUISHER EXTINGUISHER ( I ; � LEASING OFFlCE L�BY 2�6 CABINET CABINET � � o ° � A113 f> ;� 1 3 °"�' � 5'-11 1/2" � 0 7 � � o I ��'l I "' 41 A � � � ' ` �� J � `� � � � � ¢ � ¢ 4'-10" 13 UP � C C pg1 � � 11 a 1 3�_> >�Z� 03300-CONCRETE o A9•7 I A�p� I SHEET CONTENTS �,, 1 pgl a � O 7 4�_6� � 15'-6 1/2" WALK � 4�-4" S 4'-6" 31 9 15-6 1/2° �, 31 7'-8" UNIT N _ I FIRST and SECOND o � 5 A� � 4�419�32 � `` - - - � 7 � � � ( 15 � 1 0 > > � , ��f�5 ` � � � 31 9 PLANTER � 9 3 03300 CDN ETE ��2 � - - _ _ 03300-WANKRETE � BUILDING A FLOOR PLANS N � � � � 4 2A ALK I 7 � F 6'-0" � ` \ ,a , �i AREA i i i � o 2 � '��1 � 2" ` 6�_6* �� „ o RE�A15 -- � I � � i i A41A \ � �, 6_� 1�2 4� �� 9"� � A1R A1R AtR � 03300-CONCRETE 4�_g � 2^ y �� 4 i � T A I R 1 2 A4 2A � UP 11�-2� W A L K 11'-2" 1 4'-7 1/2" / I 6'-11 1/2" t'-6 1/2" DN � �'-1" 1 ' �� ' DOWNSPOUT A42A I K' 5 A102 15 OF �, � Z �i, ��,,. ...., � i i �� B2 R� � 15 2 � ALU�I HANDRAIL � i i FlRE � � �� . •�'�90� ; ' EXT1NGUISHER � ; • e e ; F N �`N� A�2 03300-CONCRETE CABINET /�/� � � � • �d�a�o�09el1 .j� � �` I WALK J2R J5R Bt R A1 R A7R E.1 I�`�2 � ��'•. or G u �Rp04 � �` ,�N'/fc G.�f,�"'� C'F�s. .•••�\,��c' � DN NE •........ �� ° f d y.�' ��6`;s� ``° �O PRGr- i .U ! \ l, 6r �'-3 51 �28 3'-10 1/2" 2'-9 1/2" 2'-4" �� 4° 1'-4 1�Zn I I I � 10'1' Ctl�ED a° 2'6 p�ICRE�-� 6.4��' 7'-41/2" 3'-11° '-6° 5'-10" 8'-0" 8�-0" 2'-2 2'-6" 5'-2" ...�� ,�i�,�� E�Ia�� B _4r�_g" 6"4 � /��L/,��/T.S' ��-'' �'s:�"-"a�f�-P� PROJECT N0: 0210 7 ��`�» 6 A41 A ��t��..�.� ��,'°�Y� '�j A�z 6,� � �`"'°-� �; DATE June 10, 2003 ` �� f' `''`L�' C.� G,>°,�'�i a''-� 33-319�3ti 60'-8" 47'-0" 14'-6° DRAWING NO• � 2 2 , BUILDING 'A' FIRST FLOOR PLAN 3 4 5 p42p A21(A) SCALE• 1/8'=1'-0' �?�� J - � � \ � � 3 4 . A51A A3 4 2 3 ,6 � 4 ' 5 ` A9.7A I I ODELL ARCHITECTS, P.C. ARCAITECTURS PLANNINC INT%RIDRB ��Y I 32065 Castle Court,Suite 15D, Evergreen,Colarado 80439 I I Tdephon�3(136705980 FacsimBe 303fi107162 RIDGE Copyright Ths dceument is an Nstmment af sernces,and as such remoms I 07700-TURBINE ROOF VENT 1he property af the Arch�led Permasim far use of 1hrs�cument ss Cmded � and cm be extended only by ogrremmt with Oddl Archdsis,P G I � 6.�2 6'�2 6:�2 6.�2 6.�2 6'�2 6:�2 6�2 �1 I � SLOPE SLOPE i SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE I '� Z DRAFT STOP 01700-TURBINE ROOF VENT 2 E 4 - �' \o - I i - � A5 2A A5.2A A51 A � ��"' 07700-TURBINE ROOF VENT A51A 2 _ _ I � A9.7A . � DRAFT STOP I 3 � i � I - - - - � - T - - - - A52A A5,1A I A — — — _ _ _ _ _ _ pg,7A 07600-SHEET METAL GUT1ER n � � N � � ' N � � i � _ _ _ 07600-SHEET METAL DOWNSPQUT 4 '� 1 4:12 � � I ��N � N SLOPE 10 07700-3-BAR SNOW FENCE A5 2A I I � � � \ , ' ` A9.7A � � ` �n� II 06100-DRAFT STOP DOOR � � � �• � � I . . . � �,� I I - - - - - - - - - - � N — B � I � � , � o � � � CRICKET I � � I � ` BELOW _ _ _ I ( � ` I � � � � o 0 1 �°� I `° "' `r' I 4•12 4•12 I E \ 1 �,� I I I I SLQPE SLOPE O �I I �— I 1� , I I I I I � � � I I ` ,I � � � � �, � � � � I � I I � � � — c � — � — � ; - - - � - - ; — — � a� NOTE: I�ODIFY BOTf01� 1 �I — i I � - -N o — � �� cuoRO oF mu� eT \ -- - _�— _ - - - _ - - _ - - - - - I _ - - J W d= N � y THIS LOCATION FOR � , � � � ° I I H E A D R 0 0�I A T S T A I R � �� DRAFT STOP i D R A F T S T O P � � � � � �/ � - - � i _ _ i DRAFT STOP _ � � . � 0 7 7 0 0 3 B A R S N O F E N C E � o – ,, — D � .--� �/] O �' 1 �.� _ � "r "' 07700-3-BAR SNOW FENCE � .� �,-� / 07600 SHEET METAL GUTTER I � r•r � � 0760U-SHEET METAL GUTTER �--� � � 0760D-SHEET META DOWNSPOUT i i 07600-SHEET �1ETAL DOWNSPOUT i r..� � �..� �p � NOTE. �IDDIFY BOTT01� 07700-3-BAR SNOW FENCE 07600-SHEET METAL DOWNSPOUT O '�'' � O i � DRAFT STOP 0770�-3-BAR SNOW FENCE CHORD OF TRUSS AT � � '""� THIS LOCAlION FOR 07600-SHEET I�ETAL GUTTER 0 HEADROOM AT STAIR � •� � 1 07700-3-BAR SNOW FENCE NOTE• I�ODIFY BOTTOM � � � � F \ CHORD OF TRUSS TO ^+ ....� ,� 07600-SHEET I�ETAL GUTTER CONiINUE OVER STAIR 07600-DOWNS OUTL �j � � 07fi00-SHEET METAL DOWNSPOU TOWER � � O � A � � \ � � � � � 4� � - ` � 4� � � 2 3 4 5 � � � BUILDING 'A' ROOF PLAN • �"� - ' A2.2(A) SCALE. t/8'=1'-0' . . ', 3 4 �\ A5.1A A3 4 ° � �� i � . �' 2 3 ,2��-� ,i�° 4 5 D2800-BOLLARD, CONC ��" DRAWN BY. 8JV FILLED , 60'-8" -5 ��2� !� 14'-6° CHECKED BY T.O. CONCRETE T 0 CONCREIE , LO CONCRETE T.0 CONCREiE 14 EL 46'-6' EL 47'-0" EL 47'-6° EL. 48'-0' , REVISIONS. � � _ � � 9 Q ° , � �� ¢ ° ¢ 9 ° No Descnption Date ELEC k GAS — — — —�= — — — — — — — 4* MEiERS I�PSiER ,-� DU�IPSTER DUI� STER 49� A312 A313� A31 i A31 REC CL NG , � � PLANTING Q ( _ � � 6�-0° A316 �-10 � AREA_ _ _ q Q 1 HORIZDNTAL AREA � E 4 � 14 5'-4" 4'-0" 4'-0" '- ' 6'-0° 4'-10" �UP FlRE A52A OF HAZARD CONCRETE HAZARD A5.tA A5.tA A3�2I 2 10 10 9 I 10 IXTINGUISHER � MII1GATlON WALL �IIT1GATlON WALL CABINEf Q � FIRE -i - - - ' - - - - 3 0 2 � � EXTINGUISHER �p � 13 . A52A Q 7 1 - _ Al2A A51A A5 2A CABINET STU 1UD10 STUDIO SNDIO 3-BR 3-BR 3-BR 7 03300-CONCRE 07600-SHEET METAL ' DOWNSPOUT .: > — — — - - - - - - - - - - - - - - - ;_, - - - - - - - - - - - - - - - - A A — — — � � � , STORAGE A311 A 4 °° � � ` �N��1 E�O�R � � � � �� / � 19 1 � 19 F � ? A311 ��i� F � PLANTING � A5 2A � � o �_p � I � N ,qREq 3 ° , ISSUE RECORD 32 � � 3 I o 0 �pOR � d � — I , 13 �- - - — — — — A34 �N\�5-4��* � — ' � � �� j �I STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO S S1UDI0 STUDIO 7 � � ;�, No. Descnption Date Fl- 19 � �� 3 15 � a � ` , � �� I �g;. . 1 3 3 � I N p � � ' ' � 19 r�� `� �_j I STNR 1 � U 1 COORD SET. Jan. 23, 2003 DN 5 1 % iwiT e �_ iiwT e IINIT A O I�IT A � 3 u 4-1 1/ �� A300 � � 2 DESIGN REVIEW SUBMITTAL Feb 10,_2003 - ` i TRY �� 3 A306 A305 A304 A303 2 4'-0 1/2" DN "' 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2D03 �' A�pH A3�� / � (' 37,� ,37.5 �75 , 5'-4 1/2" 2 2'-11 1/2„ t'-10" 3_7� � � � 4 PRICING SET Apnl 03, 2003 � \ `A _ 3"�M �� ° FINISH FLOOR OPEN I � N � E �DN PLANTING � R /� ,� C�EA • UNIT B `�� , , � � � � ^ � � , � � ° � ^ � ° Tp 15 � � m � 5 PER�IIT SET June 1D, 2003 AREA � � _,�° � � EL 31-11 1/2 3-7 3-7 3-7 3-7 3-7 3-7 3-7 BELOW ^ � � _ A308 0 4'-10" f. //�72 � � o ° � 1 / y6� 3 5'-11 1/2" � � 7 / UNIT N `�' 1 � � ¢ ¢ , ¢ ¢ 1 OPL � � ° PLANTiNG ` j� �`O °� FlRE_ — — ' C AREA % ,' iINGUISHER D � 3'-1 1/2° � r , „ FlRE A301 301 H�Fl-� � SHEET CONTDVTS. UNIT C / � CABI F � I(6 307 4�_6� 7 15-6 1/2 4�-4" � 4�-6" 15-6 1/2 31 I EXTINGUISHER ��Z I EL 40-7 FlRE � � � PLANTING ` � A309 _ � � _ _ ,_,_ CABINET i �EXTINGUISHER B U I LD I N G A TH I R D � � � � 15 — �CABINET FLOOR PLAN % AREA ` i( 2 p,SOCC�RS - - - - - - - - — — � �, � � — — — 31 31 31 � 31 � � '- 1 1/2" — — — C1R _ J � � ;' � , , - �, , ' ' , ' o ° � � 9�°,� I ' � - -, r-s° " BUILDING A ROOF PLAN � 1 ,� I � � � _� � � PLANIING\ !� ' -- �, � � p l- A1R AtR A1R � STAIR � � ' �* � � � - - - - - - - - - — - -- - - - - -- - - - - - 3'-g" I 1'-61/2° AREA � � T � � �, 6-1 � i � � � A � � � � 14'-7 1 2" 4'-8 1 2" , � N ' � � 6-5"� ? ` I o I 15 A302 , I 15 7-8 11-2 11-2 � � 4-0 i �� 0 5_� EXTEHIOR EXIT J �, i. 4_�p* �� ROOF C1R C1R BALCONY — _ '',,...~.o .. i 07600-SHEET METAL � � � • ' -S� BELOW � � � DOWNSPOUT � � ^ �= `'� � �' p�R 05500-42° PREfABRICATED 06100 WOOD BEAM ABOVE, °' ; ,r erome ;� F ` ` �i�R METAL GUARDRAIL RE STRUCTURAL �' � �= Edward Udell :a� ��R 82R A1R H 1R A7R = �•20fi9 A1R ��' ��V DN , �F�l%SFD...PR��`�' � ` � ��`1. , \ /� �2 I I .�J� _(�l��r p 3'-10 1/2" 2'-9 1/2" , p , „ 1'-4 1/2° PROJECT N0: 0210 � ,�T` 7'-4 1/2" 3'-11" 2-6 5'-10° 8'-0° 8'-0� �_ n �_6n 2-4 2-4 '-6" 5'-2" � - �� DATE June 10, 2003 DRAWING NO.: 60'-8" 47'-0° 14'-6" - � 2 3 4 5 • , BUILDING 'A' THIRD FLOOR PLAN - A2.2(A) SCALE. 1/8'=1'-0' �� ' ( y _1- � � / ! � � � ODELL ARCHITECTS, P.C. 5 ARCHITECTUR6 PLANNING INTERIOR9 A5 3B �Tdephane 30 670 5980�Faaunilc�303 610 1162 39 2 3 � 4 Cop�nght Th�s document s an mstmmait of sernces,and as wch remams ihe property af the Prchded Permissim fa use al ihrs doament�s fmited 3 4 2 A5 38 an tm e exlende on y y agreemen with I r decis, G A53B A5.3B A5.3B $�->>„ � 4'-111/2" � 2'-5 1/2° , � 3 1-8 6'-p" 8'-0" 8'-0" S'-0" i 8'-0" t-8 i 2 A4 3B i i A5.48 ' I I — N 15 � � � 3'-10" 3'-8 3/4" 4'-3" 4�-0 1/2" 2'-9" , „ �81 A1 I A1 � GO�GHLIN BL COMPA'VY INC. 2-3 15 T IR �IE 15 31 9 2'-0" 3'-3" 5'-S" 4'-3" 3'-9" � 4�-21/4" I 2'-3" 6'-4° 8'-0° 8'-0° 8'-0" 8'-0" � B 9 10 I � 5'-61/4° � � � I 3'-10 1/2° � I - 15'-6 1 2 �`�� - 1 2° � 1'-8" 3'-10° i � � 7 3�_ I q — — � � � A � At A1 31 4-7" A1 A1 A1 I m m � �, � I � �� 7 � � � o � t�'-6 1 2° 31 9 ' ' _ � T.O. CONC E �R � � � i� i i � 4'-7 3/4" EL 8 -8" i i � �� o � � � i 4-7 1 - 4-7 1 2 5'- ° 15 1 � � I 31 d- 31 � � � � F --,` o � B 15 — — � B �� I ] N N o o � � � N N \ 11'-71/2" -61/2" � � 4'-71/2" F ° m 7 m I m 7 m � � � � -r N "' 1 EXTINGUISHER � �, T 0 CONCRETE CABINET � `V O C UNIT A UNIT A ` FlRE � El. 8249'-8' � 2 ^ 7 m � � m � EXTiNGUISHER � UNIT A 8207 6208 � ^ � , CONCRETE I CABINET UNIT A UNIT A � UNIT A B206 �� 3�5 A5'4B A4 38 � 2 � � TAIR � 8 �2'-8° , 8203 �` ,.�204 � � � \ 1R � UNIT A UNIT A ,�� 3 � A4,3B � o � i BZ� 8201 B202 � 2 �� '°'° � � � � �F �7� � �S z � � � � � .--� N � �, � I �=C� 3 � � ,- -- I.� �� o � � - � 7 I ' I i � � � �� i � i o � - - - - - - � � � � N . - A5 4B 2 3R 1 � � •� � I � i C1R C1R � A2R �. a � � . E A1R - — � — E �"� �, � � > > ' � � � ' ° � � pq O � � � � � � � F � � � � F — — — ..� o I 8'-7 1 2n "'—� �/�„ ' � n � � � ^ 6'-10" � � � n � a / 7-4° J4R , � C1R , p R i 9'-31/2° 9R , C1R , „ C1R , „ J5R 9-0 9R 3-10 O .F..� �--� o � 5-0 7-31/2 8-0 6-11 7-1 7-1" 7-0 7-3 � p 7'-1° 8'-41/2" � � �� r� ' a� O � J5R C1R C1R 9R C2R t i I ~ � , � I '- " � 8-� ��2 30'-4" i A4 3B I 60'-8" 30'-4" i 3 4 � 31'-4° J 60'-8° 31'-51/2" � � 1 2 ,33�-3 ,�Z° 3 4 � 4� .--� � , � � z BUILDING B SECOND FLOOR PLAN • � • � A23(B) SCALE: 1/8"=1'-0" `%� 9 � J 1 2 3 4 DRAWN BY: BJV CHECKm BY REVISIONS. No Descnption Date � 0 3 4 2 5 1 0 IA5 3B A5 3B I 3 A5 38 A5 38 I A5 3B Q 1 A4 3B Q _ , _, _ , _ , A 0 A - I � ° � � � � 5 � o ( ( I I 5 5 ISSUE RECORD i i i i 2 No. Descnption Date g — — —I a g i i 5 i 5 i /--7 r;, / ! 1 COORD SET. Jan. 23, 2003 � �1 ^ � ^ ^ ^ / � /� N _ /J� 2 DC31GIi RCYICW 3UDMITT/iL �cb 10, 2D03 C � � � � �° o � 3 DESIGN REVIEW SUBI�ITTAL I�ar 24, 2�03 5 i i � i B'T�� B1T A � � ' 4 4 PRICING SET Apnl 03, 2003 � � � I 2 '` I � � � � � �y A5.46 A4.3B 5 PER�IIT SET June 10, 2003 N � ° 5 � I � � � EX UISHER J2R � �. � � Z � CABINE � �_�.�� o o A4 38 2 UNIT A UNIT A UNIT A UNIT A o � -� -' -' I UNIT A I B103 t�4 A5 8106 � m � D N N ELECTRIC MEiER 8101 � UB102 � � �� 3� � 5 � „ 4'-7 1/2" /�� 31 3'-11° 4'-6 1/ c I �, o SHEET CONTENTS LOCATIONS 7 �-�""`�� `� `° "' , 3 �� EXiEINGUISHER T. . �oN�� - � BUILDING 'B' FIRST - - � - - - � � �� CABINET � EL 8240'-5 1/2' 31 _ N A54B � ; ` 3 �� 4�_„�2� 6 M � AND SECOND FLOOR PLANS � � � M � � � � � � � � N p O O O � � �["] O] m m m E A1R 5'-101/2" s�� 4'-712" . � — E ` 5-0 �,� i F 10'-61/2" 4'-71/2" 10'-61/2" 4'-71 2 i _ -612" � � �.- - - o � 0 29 t m m F � � � o o _ 4'-71 2" � — - - - - - - - - - 31 - - - - - - - - - - - - - - - - - - - — - - - , ,�� .,. o � M 31 � 3'-10" 4'-7 1 " � �N _ � , � i N 0 � jO ��°O� , � ,�, 4' 10" N N A1R A1R A1R A1R �°°�� ' � � , � � r e L - - - - - - - - - 31- - - - 9+ - - - — - - - J �- A43B I �t Ed��ardOdell �� -2089 0� ^ AtR AtR ' " 1'-2 1/2" 6'-9 1/2° � ��o ,r I 1'-2 1/2" 3'-10° ,,�G i n � � � n � A � � � n > I $�_o� r U—� O'—�� ° I Ur—�" � ��'Y(l°p0oaemee°a�0.�a�� .� a—o s�—o" 8—o' � s—o e-0 5—> >/z s-4 s—o° s—o' s'—o° s'—o ,�y-� V�o F�RG,�.� , 9`-U`� T 0 CONCRETE , „ I � �+1 EL 8243'-51 2' 31'-4° 60'-8" 31-5 1/2 J � � �33�_3 ��2" J 4 PROJECT N0: 0210 DATE June 10, 2003 • DRAWING NO• � , BUILDING 'B' FIRST FLOOR PLAN A2 3(B) SCALE: 1/8'=1'-0' � /�f� • 7h " � � �� ° ODELL ARCHITECTS, P.C. ARCHITECTURS PLANNINC INTERIDRB 5 32065 C�tle Court,Sude 150, Evergreen,Cdarado 80439 Tde�hanx 3036705980 Facsimle 303670.7162 A5 3B Copynght Ths document is an mstmment of sernces,ond as such remmns 1 n 3 4 ihe property of the Archded Perm�ssian(a use of lfus dowment a Imited L and cm he extended anly by agreernent with Oddl Archdecls,P G I 33�-5" 53'-71/2° � 10'-2" 2'-5" 36'-7" 4�-0" i 5" 0770D-3-BAR SNOW 11'-61/2" 4'-0" 20'-41/2° 17'-D" 20'-0" 19'-11" 4'-0° FENCE 1 A5.38 � 32�-�� DRAFT STOP 07600-SHEET METAL i �/ GO�GHI,IN &COIVIPANY INC. 4 3 DDWNSPOUT i 3 07600-SHEET �IETAL i I A5 3B A5 3B A4.38 GUTTER � 8'-0" 15'-0" 20'-0" 1 -0" 15'-�° ( �, i i 07700 TURBINE � � � � 07700-3-BAR SNOW ROOF VENT i �,° I � A _ _ i FENCE � _ � n 0770�-3-BAR SNOW FENCE H i DRAfT STOP i DRAFT STOP DRAFT STOP � � �Q i � r---� I � � � ° 07700-TURBINE — � ROOF VENT i I �I � � o � g — _ — __ I � — — g r� � � � I ; � W � I ^� � W I �N � � ^ 2 N � O � � I � � I W � � 1 4 � � i o � � ^ I `° ' —- - - A5 4B A4 3B � W c0 N � —" � p � RAISE BOTTO�I CHORD � A4 3B � Of TRUSS TO � � MAINTAIN 7'-6' I�IN, �� HEAD HEIGHT � L X DfTEftIOft Y�ALKI�YAY I � Ay 4'� � �.� — — _ �� o �o � � A� � I �a ccN �'� � V/ � I � d � � •�� - A5 48 - - - - - - �' I � � � .~ � '� r I I I 4.12 � QI � � SLOPE }, �--� � E _ � �_ _ _ �. — o E o � � o � �, � � � 0 `� � `�' 412 � � � � •� � � SLOPE i � � � F — — — F � o � � � � „�"',� ..--+ 11'-3" - �° I 18'-71/2" 11'-91/2" i � O � � 1 33'-8 1/2" 15'-2" 30'-4" � A � � 3'-10" � � ^ 44'-7" � 60'-51/2° 24'-41/2" � � J � � 2 3 4 � 4� .--� � z BUILDING 'B' ROOF PLAN � . � � a2.a(e) scn�: �/a'=�'-o' . K1 . 3 4 2 5 , A5 3B A5 38 A5 38 A5 3B 1 2 3 4 DRAWN BY: BJV � i i � CHECKm BY 3'-10" 4'-3" 4'-01/2" , ( � n 2'-51/2" _ 2'-0° 1-S 3'-3" 5'-B" 3'-8 3/4° 4'-3" 3'-9" ( 4'-2 1/4° 7'-3" 6'-4" 8'-0" 8'-0" i 8'-0° 8'-0" 6'-D° 5'-1 1/2° REVISIONS. A� � No Descriptian Date I 4'-5 1 2° 4'-5 1/2° A5.38 � � I i i � I \ � � I °' � � I i �, 15 STNR I � � I 3 �� - i B309 i � � � A4 3B � 15 � � I p I � b � � 25-71�2 i i 5-81�2 � � � I _ A � — � — � _ - q 0 i _ o At i A1 31 �p'-61/2" A1 A1 31 At � � D i I B� � o � o � — - - - - - - - - - - - - - - - - - - - - - - - - - �� I � � I � FIRE I I i EXTIN UISFIER � , " � 10'-6 1 2" � � , " � �_ " - I � � � " ISSUE RECORD � N 31 CABIN T � � � 4-7 1/2" 5-6 1 2 4'-7 3/ " � 2-S 1/4 I "' _ _ _ _ _ _ _ _ _ _ _ J — � � p No. Description Date g — — �� ° ° � FlRE ° M 15 1 - n � '- 1 2" �- " 4' 7 1/2" 7 � m � m I °' � EXT1NIX11�IER m � � i 1 COORD SET Jan. 23, 2003 � I o N � TO BALCONY CABINET � I 7 DFSIC,N RFVIFW SUBI�ITTAL Feb 10. 1003 � C ° i � � EL 8258�-�� i � I 3 DESIGN REVIEW SUBMITTAL I�ar 24, 2003 '; � � I m 1 � m UNIT A UNIT A UNIT A UNIT A � . � � � � I � B3D3 � 8304 B305 � J 8306 � I A5,4B 3B 4 PRICING SET Apnl D3, 2003 o �- M � � T0. BALC 2�� ``' 3�� , I A 2 � ;' STAIR UNIT A d, '-��° J � � � LINE OF ROOf 5 PER�IIT SET June 10, 2003 A4.3B � `V 8300 B�� _ i � BELOW, RE: 2/A2 4B i 0 2 � _ _ D � - I N � ; �- � - - - - � �,Sao � N �g � Z f UNIT A 2 � � � � I � 8302 � `° i ;r, SHEET CONTENTS ' - - - - � ' 3`�y > > � �R `�� — � BUILDING 'B' THIRD A5 4B 1 � �� ' ' , � , � � � ° ' FLOOR PLAN i E � -�- — _ _ _ _ _ _ � E BUILDING 'B' ROOF PLAN � o - � r - - - ---� L - - - - - - - - - - - - - -� � � � � � � � � � � � � � E F � � - ' ' � ' — F , � — —— — — — — — — i g'-7 1/2" — — 4'-3 1/2° � � � pF C ° 2-101/2 C1R C1R B2R I � � i �,��,,,.. .. ., , �P � 3'-3" 8'-6" 5'-0" 7'-31/2" 8'-0" 7'-5" C1R 7,_l� 1R � 9-31/2° 1R 7,_l� C1R �, �� ,_3� d- I y � ' ;.,�o .• . ro 2 i O B1R C1R C1R 1R 82R I � I � '�! Edward Odell ;� 8'-71/2" 30'-4" � 15'-2° I 30'-4° 15'-2" � ''C'�g,.� .,.f�C� �; �•aos9• �� LINE OF ROOF , „ ��SFp��ARG`�`\� ,(� 31'-4" BELOW, RE 2/A2.4B J 60�-8" 31-5 1/2 �.�� 1 2 ,33�-3 ,��° 3 4 PROJECT N0: 0210 � DATE June 10, 2003 A4.3B . DRAWING NO• , BUILDING 'B' THIRD FLOOR PLAN • A2 4(B) SCALE t/8'=1'-0" � �� _ � � � -- - - - - � � � � _ 3 � � 2 _ A5.13C A512C A5.11C , A4,7C A511C A519C GENERAL NOTES t. 5EE TYPICAL UNIT FLOOR PLANS � . A44C � A3.1, A3.2, dc A3.3 FOR DETNLED UNIT 1 2 3 4 5 A/��7r 6 7 8 INFOR�IAIION AND DI�IENSIONS n IlT I V I p V 1 9'-0 38-8 3/4 2 SEE OVERALL ROOF PLAN �A2.13(C) 30'-9" 30'-9" 28'-0" 28'-0" 28�-0" 25'- ° 17'-10" 8'-8" FOR DETAILED INFORI�ATION �ROOFS ODELL ARCHITECTS, P.C. 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I 3 � 25'-6 1/2" - - 5 p^ - - g p� A4 BC ^ � A4 6C _ � �r� � `�.,,� � `° ° REVISIONS. �. l A1 Bt � ,�`�P � � � = I ' � , � p No Descnption Date � _ • , ,� -,. o _ g-g 2 3 1/2 � � 0 � ;; � _ P302A - - ,� �`"� ``' � .. I a Q a� � �,.; ° LO�Y � � F'� I I `�' � � - °-- � P300 �'' , �'� - � � 16 �� S S S S S S S S S C C C C � �N,T A ��----� � o ��#� 4 . . � ` �:-----._. 8 0 _ ` �t ' ' .��t � ^ 16 ' P313 — - - - - A1R ��.� RECESSED r ��'l �� ,�� .� � � r.o�Fl� � ° � ��`�� "�� WALK-OFF � U� ' )� FLOOR DRAIN ~`' _ w�``'�- ��EL-8249`2-1/2 �g `;' Q _ �,.. c,�� I�AT �`�i, � RE. �IECHANICAL . I 313 �.��, � ' �°' Q — _ — _ _ '�' � `/ _ — — — — _ — — — ~� `l _ Y _ _ _ — — _ _ � J r�� r �� _ _ D i ' � g SLOPE DOWN � ``� �''4 , � .�''''�'' `�---- --' � 2'-3 1/2" `� "' �� SLOPE DOWN �`'� , .�"""`. �6 �,� i I a U R�. sr�ucr � �, � � 3'-3° -"f � REO STRUC� COLUI�NS,C�CRETE - RE• S1RUCT. ,, f' ��`�-,� R a STRUCN ^�`' �.� , � �, ��`�t�"` ISSUE RECORD i �' A5.5C I r' �� RE. STRUCTURAL �``� FLOOR DRAIN T,O. CONC. �, � 5-0 1 � 1 1Fr , � ; � � �FF` � I �� RE: �IECHANICAL � E1. 8247'-6° � "�� .-.��``� No Desaiption Date � � M �, �� ,,. •"' ```�4`` 'i I 16 �`" .�,, -,� UNI A - — - - - q� _�'' _i ,,.� t�, � �,�,.. ,,'"''�"`--- \. ^ "",�,,. �"�'��':' �, 1 ;��`9 T.O. FlN. f1R. ``� � � � °, � �..�� --' �,y,,�►'`''� P312 ' �.,-,- -a`"`�� ; d- 4 � � � ` � _ � � , . RA�IP DOWN z 31^ �� ` �g � ~ � ' " 1 COORD SET. Jan. 23, 2( r. T.O. FlN. FLR. I �f EL 8252 6 � ^ EL 8252-6 I .r;'� �,� �� J `�N s` �, �'°""� g� t � ,` 2 DESIGN REVIEW SUBI�ITTAL Feb 10, 2[ :n I � ,,�'° � � . ;� °° � � ,� `r �, g'_p° � � �F,.- � _�.�....�,..s ' �� 8'-0" � 4'-2" 5�-1D" r 5-0" 2'-3 1 2° ` � . � 3 DESIGN REVIEW SUBMITTAL I�ar. 24 �uu,, /�,, �` � .<.;,�,, r-�<�.��'��:.,�--. TYP �STANDARD � � �'°'� TYP � COMPACT ,--� ^ 5 ;'�f ' � � � �'+� STALL (S) o U �"` STALL C 16 - _�'"'"`�� 4 PRICING SET Aprd 03, 2003 \ ^ � A3 3 U r�� U �t' � � � ��f'� � � � � � PAINTm STR PING .y ..�.a N i 5 PERI�IT SET June 1D, 2003 � � ASPHALt CONC. �� . ° � �, � 2''` �'� - �'`" ;r, � � ;r, .� r� � J W T O CONC N j�..�, 16 1 2 � ` 16 �.... I I , � 3 ,�'° � , - � _ � � � � �-- =�'--------- --� " _ M��. �� -� � � � � �_ � 3�, � EL 8249'-2' „ d- 16 UNIT A - - - � J� -� . � A1 R ; ^ � FlRE'EXT.� P311 � �, � I � � W 'YW W W W W W W � � � ,,� �F I �X�"=�` -`� � � , ^��` -, =.y � � CAB. '°- � � 4'-1 1/2" j g'_q^ �3-6 1/2" � ^ COVERED WALKWAY . I ��❑❑❑ � � o . '� ` ",'` , " = 311 �,-, I , � ` � �"' - ^-- 3 � ;, Z� , ��'�� } � " �, �,r�5 � \ � � — — — — � — , � SHEET CONTENTS' > > � M � 4 �� I � LAUNDRY FlRE EXT. � � N J a ��'"� `�---_ ��.� � �'#' � �, , I � � ' �� B U I LD I N G C FlRE ALAR�I ( CAB. (L, � � �-,,�-.-`� .,p�,�.,,.. ¢� \ ;°'' " , , � o `° 3 L — - - CONIROL PANEL �� TABLE P305 � RECESSED v I ° � N '� " ._�^o �J , ; J , ^4 t€ r ^� % � ; � i � " I i6 � = A11 �:, ,� i LEVEL P3 � , I _ l �«, _ I I C1R - - - - P304 �;�I � WALK-OFF� � °° ` S � S � S S S f " � S S S C � ��f� C C `� �Cs� ,�'� � o�r _�,....�. � � , o ;�� _ I�AT VEND. �y '4 - ��°`'� � � � � \ ;!, �� I � TRENCH DRAIN ��, T O CONC � _:� � ��°, b: ' `� �` DN i`` TM �'` 5'-0" � 2� � 21 -6 1/2 `° i J ' i h � rs°» .,� � j o �� '� � � RE: �IECHANICAL � � EL 8253'-2 1/2" - � � _ `�, ,� � P304' I D D D D VEND � FlRE EXT '� � '�1 UP � �- � ;_ , '"� 5 � T O FlN FLR � o �, _ , CAB 4�:� `-1�" ; A4.9C �_ • �� I �- ,.., ,'� � — , — — — — — — — —— 3p �` 30 � � P� ; EL 8249 2 1/2 � A11 � �61�� r ,.. N F d".n � I � �� O� �� — ::::... � .; t �. —_ — — � . 5 3 � _ � ,�.�-� � �,,.-`.`r- ,� _ � F _ � ° ;; `� y � � M � �� 5 3 � �, ,..�....�� _ � P3a6 � 3 � � p308 �.T 0 Y FlN�FLR 30 ,�.-.---� � � 310 �,_�.--� �`;� .,� 21 I _ �. 00 ASPHALT RUSHER FlNES 3 �` I � "` � � ��Y.J � ��...-''� N � �'� � �5� � f1. 253'-2 1/2', ""°`�- ,�'" `�,�� ( /�°�, �� °° � � � �o ward Udeil �a A912 GARAGE ENTRY ,��' I ( I .,f �..-, e N .�--,�.� T 0 FIN FLR ELECTRICAL � � N .-� U + � I ��'"'�„"+�.�,• . O -1 ��"`a � I N e� ' TRANSFORI�ER I TO CONC � � � A2R � �, T.�O�FlN. FLR. ± ,�� ' �— � � "°-��--�..�.. 1 °_ � "` EL 8249'-2 1 2 � —1— — — .,��UNIT G � , G-20$9 ::� , . i ,,_ , �w�, � . 16 16 ; UNIT E ,n A � � A9.10 �```�. P310 N�"` ��, � � �i�o, ,.• C� � RE ELEC �k 0 ❑� � EL 8252-6 � N �,.,,�� / ;� �., --y,�,�.,.�...�� ` � _ � �. 0 � � � � � •,,.a ...>•,��, � � ^ EL�8253-Z 1 2 UNIT E � P'.308 ,�j� � DWGSN BUILD L — — — — — — — ) — — — — — — — — — — — — —�!' — J � 16 .y "'� �+`'`--�,.,� P306 �N_, �N � � I, " �� .�R � - ._�,,.�� I UNIT F 16 � '•.,� � , `° I � F�.SFD...PR�,�� . V✓ � �� w _ _ � , � � � z CURB CUT j� ^ „ ' " '�.'°�� _ � `�� ,_ '�` " '.�,�.�...�., P3D9 N , 21 �`y� A1} � � I •L) � � � � �� ! � � � PLANTING � CANOPY ABOVE � �� AIR°°� ~� �" �`�r ❑ ❑ . � �� 16 I 16 I ( N P30] 2118 I I 16 � �� I 16 r � �,,=`' � p� � � , �' Y � t �'�� i i i , „ � I ^ r' ��, PROJECT NO.: 0210 9� „ � �� 4'-0" 10'-6" � 14'-10" 4-7 1/2 21 18 g-8" 4'-2" 5'-9" � 8'-i" � 6'r6 1/2" � g'_2^ � 5'_p^ � I 11'-7 1/2" � 12�-2 1 � ' � � � � �'� I 5'-6 1/2° � 1�-9" ��33 0 `'�'+,�,`�,� , � , � �Y,.�� 32 33 � 21 3 � � � DATE June 10, 2003 hw,`"� .i'� � a .«e, .�,x ..,o. R.7..,..,.-...,........... a.,_..w -8 `�,;`, 24-6 30-4 2 B?R C1R � A7R � � � � A7R A1R C1R B2R J2R C1R �'�� =, ! . -.�� A13 . _ __.� C4 32 � . � ,'�., I ��J.� I � �_ `°-•,-.. ......- . � , . . � A5.13C , � A513C �� t'„ � � �' � �`� I, n � ,— — — — — — — — — — — — — — — — — -� � DRAWING NO 7 0" 2�'� -�- .w---- 7'-2 24-0 CLR , 15'-0" 34 6 1/2 18- 1/2 STAIRS, RE. CIVIL 34-6 1/2 = ", 34-6 1/2 -7 1/2 6'-3" ' 8 6'-4" '-8 6'-4" '_8 6'-4° '-8 6'-4" 3'-t" ; ��'��-'� � ` 4 1 � � _ � 20'-0" 29'-61/2" 5'-0" �� (//%.S �C1/�a`�� A514C A514C ,�'` , BUILDING 'C' PARKING LEVEL 'P3' PLAN A4.9C A4.�� , 2 A4 5C A5 tOC A510C � COVERED WALKWAY �""' � - A2.5 SCALE: 1/8'=1'-0' �t �� y �,"y:, �r A57C 2 2 A49C A5.8C ° A4 7C F � A4 9C � � r \ � � � Y 3 1 1 2 2 1 A5.13C A5.12C A5.11C � A4,7C A511C A5.9C GENERAL NOTES t SEE TYPICAL UNIT FLOOR PLANS � , Z A4.4C Q A3.1, A3.2, dc A33 FOR DETNLED UNIT � � 2 ,1 4 5 � 6 7 U INFORMATION AND DI�IENSIONS A4 7C 38'-8 3/4" 2 SEE OVERALL ROOf PLAN �A213(C) 22'-2" 189'-0° 5 ' ' ° 4'-11 5 8" � ^ � ^ � � � � • � , A , � , „ FOR DETAILED INFORMATION �ROOFS 0 D E L L A R C H I T E C T S, P.C. 4—Q� 8-9 / I 30-9 30-9 I Z8—Q Z$—Q 2$—� 25—8 ��—�Q $—$ t�RCA1TECTUR6 pL9NNiNG INTHRIDR3 5'-8 3 4� 3Z065 CasHe Court,Stute 15D, Eoergreen,Cdarodo 80439 I ' 5'—Q° 2$'—Qp � Tdephana JOJ6705980 Facsimle J036707162 Cop�l Th�s docume�t�an mstrument of sernces,ond as s�ch remums A9 A�S ihe propaty o(the Archdecl Permissim fa use of ifus docvment is Imiled and cm he eztended mly by agreement with Oddl Architetis,P C 14'-0" 4'-9° � ( � I � � � � I � I � I � I ( i i — — — — — — — — — — — — — — — — — — — — — — — — — — — < I �- — — — I I I I I I I I � I � �.a=�°" i°� � �D¢,,,-� Jh � � GOC;GHLIN & COMPA:VY INC. — k � � A — — — �-�;� � €� � �T ��— _ — — � � I I 7 IF � �� I -- - � �� '+y I 7 5 �� ,' i � 1 � � � r I I I I � � � � MECH. ROOM 28 � S � � � � � � � � P215 , A5 6C ' �+rV . C C C C C , e � � . � , � � I T.O FlN FLR .f�, r � � N KNOCKOUT EL 8257'-6" I � ` , o N � I � P A N E L � I ; VENT I � � f (� HAFT 8 I d� ( � � � �`r` i � i RETAINING WAL�, �� ->� � � � � � � U `� k A5 SC RE. STRUCT , �, O � { I I o = o = � 8 ,� �� w U U � � W � , � �-� o a � � � ,fl;,, � � �ii � � v. ,:: i i � � ( - o. T.O. FIN, FLR. 3-�tl �p'L� T 0 FIN RR ( EL 8262'-6' EL 8257-6" RAI�P UP RAMP DOWN � � � � U U � � 4 ,e �� 2 1 ' ` A4.8C A4.6C � � I I � � , - � � �,4 � ' T.0 FlN fLR. � ' " � , — — FlRE IXT. SLOPE DOWN EL B257'-6� _ i _ 2 � ' ' ' � ' ,� {�� ' � � � � � >> >::::::;« �� RE SIRUCT. � SLOPE DOWN � DN UP � I A4.8C A4,6C � � � � � . � � � U SLOPE DOWN RE. STRUCT. STAIR � L J RE STRUCT P214 17 16 � � QI � � . _ _ B O � — — — — — — � — — — — — — — — — — — — — — �s��f �s ,f'��`" °' � pq 0 � ROOR DRAIN r� � FlRE EXT UNIT D ,��` _ _ _ _ � �� .�., � � � U U RE �IECHANICAL � SLOPE DOWN �� CAB � 1fi P213 � � �R r . , O .� V �� r � RE. 51RUCT. _ � N�,�,•� _ 1 \ � � � � � SLOPE DOWN � �� _. A5 6C .��, �, � � � C� � � I ' . � � � I � � � I � � � �_� ° � �=� � °° A5 7C � �`" L � RE. SiRUCL r k 16 „�: � � r_`�' �-~," � ."`" ��{' � � O ,� ��,.. , , � � �� T 0 FlN. fLR. Q'L� , `'`.._�_ �_ � � ' U U EL 6261�-8 1/2" �""� m \ � z�� .. � � � I I I � � _ - -- Q� r � � N O � �� CO {+`, b CO v� P212 3g � � � � � � � 5 35 � P � "' "' L� � = �� ° � UNIT L �°"`�d� 2 � � � �� _ � N �� P 12 A4.4C � �� '•� � � � `" � ` - - A7R W y W �,�7 (/7 C �R �J �.L� � � O �1� °, 2 N � (� (1�/� • � R�� T 0 FlN FLR 2 � A4,5C � � I J � � ^,.° � � ' � � � EL 5261'-9" A5.5C � �� A %� �t � � :".r""�. 16 � o '�-.'"5 8 �` �° E' g - u- '� o o � r � , ,� E � . � � ° ��,�� i I � � � � � ,,��.� "r�� , N M �J �`�� ', .r�'`' �'' � .�--`'� - - C1 R � �.� ..� �- -- � ^ �'` �,,,�'' • �� ` �, - - �, . � `_ � ,�,.,-��° _ - - —� - � � "'�� `� � � `�- -'" 16 �.�'� � � �� .r' �- � �+ � , A48C � �r � U� �` 3 - - 1R o � 1 �� ..PARKING -- �-- --- --�� $,=�'` A515C � � ' ° I I I � P202 I I I .f,�a 16 � � � 3 � � , _...,�.�.... � �„�g��. �� , �f�:...�. � , ,� t � n � n � n '� , ¢� F1RE EXT � � � � � �;�� P r 1 D-0 12-0 4-9 ;.,, � NS ST�� CAB � � %� f DRAWN BY: ECJ o, ' I � � ; �� i, �` BiR A2R 1R 3 �' 8 p J � 4, .. . � CHECKED BY R � UP P201 _ � N � � � I �N 25�-6 1/2" 5-0 5-0 9-0 � � � � �� , � �, ... -- ..___... . _ r CD � `° ^ � REVISIONS. 2 3 7 � ' A1 B1 A46C _ � z� � N _ 2,_3 � 2n � z No. Descnptian Date � � � o � 9 6 � A4 8C A4 6C � � � � ;; P202A N � - — - — ` I I I � ``' I _ __.�.._�.._._.�,�._._._.... �— �v � � � � � LOBBY ,.-.. C � t6 - 16��,,--'""� �. � 1�f 4�_ P200 0 � � � � � � � � �; UNIT A �--�"� — - - - - - A1 R � �� + � � �, SLOPE UOWN " P211 T.O.,FlN �FLR __. Q ' U� RE STRUCT 8 �,.-°'EL 8258-6--- 16 N � _ - - � C� PPII ,�~"� '� f � 3 "`� SLOPE DOWN I � Q � _ - � �� RE 51RUCT. � -- �..� �r e2 _ _ D - - - - - .-- - - - - - - - - - - - - - - - - -�� ,.�'` 2'-3 �/z° .�= " T 0 FlN. FLR. FLOOR DRAIN �' 16 3 3 EL 8262'-6" RE. �IECHANICAL SLOPE DOWN SLOPE DOWN � ISSUE RECORD RE: STRUCT. � t U RE• STRUCT 5'-p" � 2 � "; A5 5C � I � FLOOR DRAIN � `V T 0. FlN FLR, RE. I�ECHANICAL � I -;% UNIT A -�r,� _ _ _ _ � No. Descnption Date � t6 0 � EL 8262'-6' T.O. FIN. FLR. � EL. 8257�-6" r `V ,.� 1 COORD SET Jan 23, 2003 �� RAbIP DOWN �� _..M°''�, �- �'°'�` / 16 ° '- P210A � j` .�,��w..�..�-�-�, � ` <� �� 2 UE£ICN REUIEW SUBIAITTPL Fob 10, 2003 til ` , '�' � 9,_�„ � � �� i 4'-2" 5'-10°,,,,,-�` 5'-0" Z�_3 ��2^ � 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 8-0 ,'" � TYP � STANDARD I I T1P (� COMPACT ��'� *� --"°� - - .�.n� {�°�'""� 4 PRICING SET A ril 03, 2003 � � _ � � f,<,�,, � , �� FIRE EXJ 16 � :��r. , . ._��,�-� > . _ -.. P � N STALL (S) � = STALL C ��4 � o � � '� � ) '� CAB,r,��,�_�_ ,^� � 5 PER�11T SET June 1D, 2003 3-0 o PAINTED � "' �Y. * � � �.�•, I _ � �f,�.,. �� ' U U MIN N � STRIPING, � � �.�.,.r., A� � �, � � I � 2 1 ..- 16 I � K,'��_.,,�- �"`� � � � -- � �, F; � � I �- T`(P .,.��^� ° - � a_.��.,�.�,,�,""e Y �a� ` DN '; I UNIT�A w �, -1— - 1 o Z I I >� y F � � � �s � � � �, y�� P209 ��1 � � �_ �aj � �3� � �7 N � i. � t' ,,�.' � I —X X X X X X X o � '�.� a� � ,� � �` P209 16 � � SHEET CONTENTS: �� , . z v _ },A�Ry�.�} y� �°�� - � � ,...- i ° i A,z BUILDING 'C' 6-0 CHAIN LINK � � ��.r � �9 -� FENCE � � Q _�.,,�.�� ,�°'" Q �`4 `:� � ..,� � � � � ��- o o v� -°�.� �� .�T"� 16 � � 2'— — — LEVEL P2 � ELEC X C C C S � S � S S S.�f- �� S S S C � U J � �C ' ' W P203 � � N �`` �F � _ B�T �.F .�, � ..��. � �'.�.�..` , � I � ��, � 4q- �� • �� _,�`r < � 2 �'��2 � � '� FIRE EXT ��`�� DN �`� �- � � � �;r,� � X ..�'�� CAB LO FIN FLR '� �p � �,� � �-f � � N w' S ° EL 8262�-4 1�2° �w � „ r °� �'�10" (� � _°`� : 5 � o ( '` � 30 3 30 30 ° P2026'� r ° " ` I ` A49C � J6 �� `�� _ .� �� 3 3 ,�' _µ--.- � C �'� N �� I Q0000 � — — — nep0 \ \� — — — — — — � . s ,�' - L � r 3 I `V 204A o .�„- --- �. P206A � � �' GUAR RAIL I �208 UNIT G �''��^�R�� j4�� ^ I � � ' 00 � •. :� . I } � 'r' ,�°� � �, UN�E y-'°-� , . � �-, � P208 ;7 (,.,�-i N �, �a deyard Udei i =<�_ 4 � M � ,�- �4 � 0-fiN'fC�. I /� f=�i „� , 21 0 A9.12 � l-��j.��,.r''� �, �,,,-�' � �."�.s, P� �..---�--�""' EL 8258-5 1/2 = � � " Y � � �' �-2089 0 �. I I � ° . � I 16 �: _�f FIN FLR _ UP DI� � 0 � ��,,_..�V��' 16 � � � ��,,.�-' � �'o0 0� � � I � ''1�' � . UNIT E � � � � ,�, � OPEN TO I � ~, I � �'t�'°'° °°°ry<<�?'� � EL 8261-5 ^, T 0 FlN FLR 'ptW�� ".��' � � T 0 FI FLR �y°°°'�� a°'.>• °` ,y, � P204 � � t � ' �BELOW N � � � , . I �� m. G�,, ( I � � .�" � f�- I I 16 EL. 826 -5° I v ' `� � I i T.0 FlN FLR ( UNIT F � � 2� EL`:8258-6 �° �. A� -��'.`� • B1R �,a„ ..�"`-" � � ` _ !,, � • P207 N C1R �' "``� ��J3 ��."°r°...�,..:5��°`� CANOPY BELOW � I �-�" � 16 I . ` , I p �,C� ��.�__,�...W-�°'� EL. 8258-fi 0 � �,-�" N � �--i �D I � �' "'�� I Tn�R` ' � � ?�8 � � ,,��µ' \ � L �M e P�a ia L — — — - - I :�r �, i - - - - - - - - - - - - - - - - - - - - I 16 I � `�' I � 16 I � 16 I I PROJECT NO• 0210 � 10�-71 2" � 11'-11 1 2° � 4�-71 2° 4�-71 2° ' � � 6� 6 1 2° � , " � � ' ^ � 11�-7�1 2" � � 12'-2 1 2" � I I � 4'-0° � � � 4'-10° � 4f-10" 3'-0" � 3-7" 4'-10° 5'-5° r � 9-2 5-0 � , � � � 1 - - - - - - - - A4 9C � �� DATE June 10, 2003 VERIFY W/ ELECTRICAL 2 B2R C1R � A1R 9�_2 ��2� ��-4 ��Z� A1R AZR C1R 1R 1R , � C1R A7R 5'-6 1/2" � I �'_g° � �U�� • ( I ' I DRAWING NO• I l A5.13C 34'-6 1 2" A513C 18'-5 1/2" 34'-6 1/2" 34'-6 1/2" �8S C4 36'-4" 24'-8" 15'-0" � I . 20,_�„ 2s�_s ��2^ 2 1 1 1 2 A514C A514C , BUILDING 'C' PARKING LEVEL 'P2' PLAN 4 A4.�� A510C �,� EDGE QF ROOF � A2 6(C) SCALE: 1/8�=1'-0' � - -� A4 9C � A4 5C 2 2 _ ,` . --, � �� A57C 2 A4.9C A5.8C A4.7C _ � � � � i � � } 3 1 � � � GENERAL NOTES A513C A512C A511C A5.11C A5.9C � 1. SEE TYPICAL UNIT FLOOR PLANS � ' 1 2 3 4 5 6 � U NfOR�lA110N AND DII�ENSI NSLED UNIT 22�_2^ 189'-0° 38'-3 1/4" 2 SEE OVERALL ROQF PLAN �A2.13(C) • FOR DETAILED INFOR�IAiION �ROOFS 0 D E L L A R C H I T E C T S, P.C. 4'-0" S'-9" 4'-11 5/8" � 30'-9" 30'-9° � 28�-0" 28'-0" 28'-0" 25'-S° 17'-10" 32'-6 1/2" 5�-8 3/4" ARCAITECTURB PLANNINC INTERIOR9 32065 Costle Court,Smte 15D, Evergreen,Cdarudo 80439 I 9'_�" Tdephone 3036105960 Faaimle 3036707162 Cop�nght Ths document s an mstrument of sernces,and as wch remams � �8�— �� a�-8" A9 A�S ihe proputy o(ihe Prchdecl Permissian fa use af ihs daument R Im1ed ond cm he eztended mly by agreement with Oddl Architects,P G A4 7C � I 1 � I 5'-0" 14'-D° 4'-31/2" I I I I A4�c I I I � � I I A4,7C i i I I I I I I I I I I � I � � COVGHI.,IN 8L COMPA'�Y INC. - - - - I - � - - A I 7 i i o I � o� ,_ I I I � � Z� � c~nJ U I I I NECH ROOM - � 2 � � ' � U J � � � BELOW 4 A5.6C I I S S S C � ' --�,- o _ _ ` �o � � ¢ � � � � � \ . , $ i i � S , ' �' o � I I I I C I , ��NT I � � .�� #` Y � SHAFT ( `��'' ,�-� ' ° _g � � � � ��. � � � � � C f �. , � 1 A . .�„�r CD 8-0 T 0 FlN FLR r � + � � -< ' #' } 1 O 9'-0" TYP @ COMPACT 8 r �°" 8 � ° f � �„��' `, � � o � '� �.s� EL 8267'-6" � V'��.��`� �! < TYP � STANDARD � � I I I I STALL (S) o � STALL C I }�� A{ i i �, `n � P��Z STAIR p109 �CAB EXT , i � ' RA�IP DOWN �' � 8 b A5 SC � � �� 2 1 18 � � A4 8C A4 6C � � � � PARKING � , , �'� � ^ � -� P102 _ �° ` � 2 1 ..Y.-y-'".`°"`�.�.', , � �' A4 8C A4 6C � � �. -�°" SLOPE OOWN ; T.O. 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' I � ' ' � � " EL 8267'-6 �3 - - J5R � A4 8C ` ' - � I � m � o � �' 3 f' A5.15C �, _ � I � I I 5,_�„ � T,O. FlN., , �DN 4'-0" 4'-0" 4'-D" 4'-0" 4'-0" 4'-4" 16 � "' � 1 , EL 8269-4 _ t �` � � � ...;. � J n �.kUP } 10�_�" 12'_�° 4�-3 1�2' DN' ,� , 3 � � � � 3 � � � � � � * S $ f( 2 DRAWN BY. ECJ '�' 3 ' STAI� �� ° 7 'r' f""' � t`� B1R A2R 1R A4.4C � �� ^* � ��q � � � , DN._� - � — — � — � � � CHECKED BY UP ��,,� � I � 3 S S 2 I 3 ° 3 �� ,�� 2 25'-6 1/2" 5'-0" A4 8C A4 6C o � 7 2 r----- �'y , CAB,�T � � REVISIONS. A1 B1 i � � _ !,. '� 2 ,_31 2„ No Descnption Date A4.6C i , „ � i � 3 3 3 DN 9' 6° 2 � 0 o i 8�R � i � �-, � F, " �� ` � — 16 0 ^ 3 i ELEV i ' I I I �' � 2 $ Q I "' � L�_ J OPEN TO BELOW 3 S S 2 3 � 3jf � � UNIT A � Q � rJ �_ ----- � 4'-9" 13 � � ,�~ k ' 2 ;` 16 TO FlN. FLR P106 _ - - - -ra - - 1R Q ' _ i � i � , �''r ,� f.� � EL 8267'-8 1�2� �`� •-. � r�.f-...�:,s,. - � r /,y� � t & ; N [ �� . � o i ELEV. � i 3 S S Z 3 r�' , 'J 3 2 P106 - i �-��,; �.� }�� "', °' � 2 � i � / ,�'" BZ � � � i °° i � ! �,a..- ,�` _ FIRE EXT-'� ''~..v..°" �° — � — D ; — — — — — — — — — — — — — — — — ,�__._ � r�CAB: 2'-31��° - •-==��.�7.,.; ,� -- = 2 - 3 RESIDENTIAL 3 3 ' 16 ��=�" � ��,, OPEN TO BELOW STORAGE UNITS � � i' � 4"x� - . 3 P103 "` 1 ,3 �� `�r 3 2 �, 5'-0° � 2 � 16 ;n ISSUE RECORD A5.5C ( I � 8-0 � S S 2 I r 3 I � �g UNIT A -I— - - - � �R No Descnption Date i ' f 2 i� I 13 ,,�� 3 � �- � .P_105-�,, � ` 3 f 3 8'-0" 8' 0" P105 � ;`;�� .''.% � �; 1 COORD SET, Ja� 23, 2003 S S 2 , 2 ,r - � �§ � nFCir,u RFUFw cuauinei FPh �n �nn3 . 4 ' 0 4'-2" 5'-1,0"p I - -�� 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2D03 , I I I 3 . I 3 3 �; � 2 � ,-- � 4 PRICING SET April 03, 2003 ` ° f � -4 - --- 5 PERI�IT SET June 10, 2003 � ° � w � 4-0 2 N � 3 3 � 3 � — — — — — — �° T � �s � � 4'-0" 4'-0" 7'-0" pN �,, � _ d- � � $ $ Z o o � � 2 � � '�� DOWNSPOUT I I � 3 � 2 � 1 �. 1 �� o� �eov�, , FIRE EXT, 13 3 4�-0° 4'-4° �• SHEET CONTENTS: , �� ° > > > > z ° � ° � ° > > ` BUILDING 'C' 0 3 � LEVEL P1 � � � � 5,-6� 5'-0" ° bN �, 5'-0" � 5'-0" � 6'-0 � �5�-0° � 5'-0" � EL 8267'-8' g T 0 RN ' o � r � 3 � 8'-0" 4'-0" .RA UP � _ 5 '�, � � �� 2 � S $ $ $ $ $ DN 2" A4 9C �``° '-10" 1 0 4-6 30 � P�(�3A �g � �'"'�•�.,,, pF �, 3 ,��C, �.�, ° E _ N 5 ww.�� — — — 3 � T 0 FlN fLR 3 .-o ��,�:�.��- — Q-��..•• ��O 3 EL. 8271'-6" FIRE EXT _ ��" � rom • X CAB �� I � � W dell �� , _ � � r � f . �,�° � 16 ; � � I UP DN �n� b•2089 .t� SIGNAGE AT '° ° _,.'�.' � �,, -�° . y �� 5'-3 1/2" �r:.��.�,t " Jgr � i's, �,,:�G STORAGE DOORS -�`"� STORAGE� � � `� � ;� ' k �F/ji°'°•••......•• � �(� ' I � TO CORRESPOND I o 16 � �_�.°--�'°` P104 �,,,....�---�"`�� I � ;�..,'V- ` ; SF� PRG�� ' U"✓ I � � , TO UNIT NUI�BERS, � I � � f � ,`I m S 2 c,R !� ^ TYPICAL , 16 � �,,�,�,,�,f-,'.. f �.4 i / �fi//� � � ✓ � ' , � �,� � � N �g 18 18 — — — — — — — � , � ,, < PROJECT N0: 0210 I I I I �_ , � � I I � ,�;��"`"�h`��,��. 4' �o° 3-0 5'-0° ��'-� �/2° �2'-2 �/2° , 30'-0" 4'-0" ,_ „ ,_�„ 1 9'-2 1/2" 1'-4 1/2" I _ �� ; DATE June 10, 2003 � "}'��,�� + f. 4 0 4 2 4 1R � C1R A7R ? ,� � • I A513C � DRAWING NO.: , A5.13C A4.9C 34'-6 1/2" ��°'°°� 36'-4" 24'-8" � . 1 � A4 9C 2 � � A4 5C � Z � ROOF BELDW; RE ROOF A514C A514C , BUILDING �C' PARKING LEVEL 'P1' PLAN A4.7C A510C A510C A5.SC N ORMATI NDOI110NAL • A2J(C� SCALE• 1/8'=1'-0' � �'F� A5.7C . � �� 2 � A4.7C A4.9C i „ � � � , � . 2 3 � � 2 1 � A5.13C A5.12C A5.11C 1 A47C A5,11C A5.9C GENERAL NOTES 1. SEE TYPICAL UNIT FLOOR PLANS � A4 4C Q A3.1, A3 2, dc A3.3 FOR DETNLED UNIT ' 1 2 3 4 5 � 6 � U INFOR�IATION AND DI�IENSIONS A41C 32-fi ��„ 2 SEE OVERALL ROOF PLAN �A2.13(C) 1 9'-0° I FOR DETAILED INFOR�IATION �ROOFS 0 D E L L A R C H I T E C T S, P.C. • � 30�-9" 30'-9" 28�-0" � 28�-0" 28'-0" 25�-$" 17'-10" 8'-8" 23'-10 1/2° I ARCHITECTURB PLANNINC INTERIORS 36'-3" 25�-0 1�4" 27�-10 3�4" g° 27'-5 1/4" 18'-8 3 4" ' 32Tdephanx 30.i6705980��Fu�lmlie'307 670 7162 39 28'-0" 25'-0" � 5-0" Cop�nght Ths documenl is an instrument of sernces,and as such remmns A5 � A5 A5 �3 A5 {i� w {1� A� A9 A�$ ihe property of the Archded PermRSian fa use of 1hrs doarment is I'mited A1 Cl A1 A5 �,_2 � 2„ A5 A5 C3 A5 6�-11 1 2" 6�-11 1 2" ' " 3�-3 1 4" " 3'-3 1 4° t' � � A and cm 6e eztended anly by ogreement with OdeJl Archdats,P C B'-6" 11'-0° 9'-0" 17'-6° � � 14'-B" 6'-il" 7'-5" � � 7'-5" 6-11 � 7'-5 6'-11" � 12'-0 ,,,�°` 15'-6° 9'-6" 14'-D 4-31/2 .' � i i i � � ,� � i ,ry r � � �f�'f ' i i i i i i i i i i '` , I f� ,�� ,. � ��"` , , f ` I i I I .,�� ' �, I � ' �AACK WAU; � � �� `4y I— — T — —I — — � — — � — — — —( — — � — — — — — — '— — — — — — � — — — I — — — I _ — ^� �, `.,�' — �.� — — — — �, �` -��` RE; STRUCTURAL — —i — — — �-- — — � — — — °"�— — —+- — — —� — —i — — � — — � — � — — i— — — -+- — —i — — � — — '` — — — _ — — — — _ � _ �:�� ,_�. � _ _ _ _ _ _ _ _ _ _ — _ _ — _ _ ` _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ � _ .1..:y'^"x� A •,r' " .;^'„i '�f II `w �r^ ` � y 3 � ��'�� I 1 ' .�"'`:.-.: ��Y ^��,,..- .. ` � I I ✓�� ... . -i' � 1 I ( ' I I ��'' t I \ � I � � �b �� I � ' �y � �°�°xl^x" ��a . 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'�_"�..��` WALL; RE• WALL TYYPES "° ` � � -i - - - a - - - - - AtS � � UNIT G A1 UNI?qD � T 0 FlN FLR .,� �,o�' �� AND SIRUCTURAL � � - - - EL. 8280'-2' �` � ��;� C107 't DRAWINGS � 8-5 T 0'FlN FLR. C112�, � O Cl - — �''�* y � '�. ''� ( � '" 4 EL. 8280'�-2' I � \`" � UNIT K OPT) � � UNIT K OPT) � UNIT K I �, � �, I � 16 ^ C108 � C109 � C110 �' 1 �, o c� STAIR 0 16 � 16 C114 15 � � U � h N U N �` �6 ..r �� Y � s � � � N � °° 2'-5 1 2° � 9'-6 1 2" - ' 3 ' ' 16 16 �`� � �g o HANDRAIL �s � 1 11'-7 1/2" '-11 1/2" PLAZA DRAIN RE: � r � 15 � \ � � � - 16-4° 12-1" I I 8-5" � � c�' �. D(TENSION � Ct 16 � a. �� "' " A4•9C . °� �, c'� c� �1 �MECHANICAL ^ _ .�- , _ >:: °' " , _ _ �L � � � 6KAUt GON(, p � C1 A1 � � � � q � A7 � R 8'-3 3 4° 8'-3 3 4" 10'-9 1 2" 10'-11 1 2" �� - - - - - - - - - -,�-�-- -��*w � , • r � - 2 � - � 4-9 3/4" 11-5 1/4° � 11-5 1/4" 11-71 �1'�W F , � � � 6-6 . 15 8'-6° � 15 4'-11" 4�-11" 15 � 8'-6°15 � 15 ��_3� _„��.�.,<.,�<a � A4 8C A4 6C �� , ' �t ; - � �-0° � 6'-0 , � 15 I � 10'a2"��""�`m ��t 2'-6 1/2° I I ;�, � � ; I �; / --��_,.... � _ �P � �..� . Q� - - - - - - � - - - - - � — — �+- -�; - - _ d— - - - — — - - ` - - - - — - - - - - - - — — --�'"�` � '+� - � .""°N � — � — — � � � � � � A9 A9 PLAZA DRNN� RE• FlRE EXT � -��''y9"�� A9 I� DN U � � 2 � � � � � 3 y ^ FlRE DCL PLAZA DRAIN, RE 6'-7 1/2° 3'-5 1/2 4�-4 1/2" 3- 2" 7'-1" �- �IECHANICAL� _ A1 3_Op A1 9,-0" 3'-0" 9' 0" 3'-0° 9'-0° A1 3, o, A1 9,_4„ CAB. 3,_�n A1 12'-0 1/2° A1 3'_p° '-3 3/4° o m� 16 17 7-7 1/2" I 5'-S 3/4" � - - - - - - 1 � — A48C A46C `° A..� Y � � �� IECHANICAL �g -�..._y_ ,� - �-' -1 � � � CC3 `, o o _ — — ° — � — ° — ° � 15 ° — � i �-�-° — — ° — — , � ! — — _ B O � s..� - o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " F - - - - - - - - - - � ��G� 6�� , 17 17 16 � � � � o � � O � d- 16 � ` � d- � � � °° A� - UNIT D ADA � � '-8' 10'-4" ' 8 10'-4" '-8 10'-4" '-8 4'-0" � �ST,IR; '-5 1 � 8 1�'-4" � '- � IJNIT D ��D� UNIT D / � � � � UNIT D .�'` � Cl 3 � � , � � C118 a ,� � �g, � •� � C102 � � C105 % 16 °' 15 �� x = C115 � � » , � �< � � C� � � �-� L1NE OF ROOF � �° '; � � a- � �' T O FlN FLR. f � I f J fi" � � � �--i �-i � - � � �'� 15 �' ,F''O � � — � M M ,'` `f=a ' ` �- � � .�""'.' •`"r � � ° - T.0 FlN.�FLR. r,.��`` At I �- n ABOVE I A - v�`,,� .�� I � A2 I i r CONC WOOD� EL 8280'-1 1/2� ' s : ��.P--o-�° A5 6C ,.,, � � C� A5 7C � 3 � EL 8280-2 ,�°'' � 51 10 1/4 9-2 1/2 ° ��'� � '� 17 ,+ ,, � I 16 � � � � � ^ �g � � .�''� LINE OF WALKWAY '�� . �,�-.�, �P ' � I ,� ~ � L0. FlN. FLR.� ��'" � � - � -� � .m '�"`�� o C�p? �_ �.��' ABOVE "' ��`' ��S � � ��1 ��''� t I `°°' ' EL 8280-1 �� , ; ^ � 2 i �-° 2-0 � � 1� �. � 4° N � ✓ _��`� �� .� N 37 `� 37 3� " A515C � `�- 4� _ � .,�� ` � � 39 � � o o ,� � � � � s.��. �� ° �'` � � � Ci17 ^ -�� .,::.�, �° 2 � � � .�'�� '�� 3 35 36 35 3�-8 3/4° � � 3��•��,� 36 35 35 36 `� � �,' 35 � �; y ° Y•�',�� 5 �.�� 36 5 2'-6 1/2" _ � �� W � A44C � o �'F� � +.''y � UNIT L �., Y . w.�, .�g=�n. � . � �� A �' � � ,.,, (..��',. �' �� ,,,� ��' � � � ', .� �" F A7 5'EE 4 A1.3 FOR A7 C116 ` � - `� �`R ''� �£-'' - �' �.,�_,� �'� - ASR • �- ,/ � � � 0 ``� ,.� c� r '�,. �„�.UNIT J _ � _ � / ,:c''r' �. ., _ �._�::�- °� E', � A1 UNIT L ,,.' �'`� �`�� UNIT L PLAZA INFORMATION + � , ! ' ,�.�� T.O. FlN. FLR. " Ctt7 _ ". p � °° F' � C103 �r�`A I j C104 � N I � � EL 8280'-2' I �s � '�� `' EL 8280'-2° ° �,�� 16 A5 5C _ �� _ TO FlN FLR -=� "�:_.,.�.. � f� 4'-9 1/4° j � A4.5C s ..�^"� , k, .�� o � , _.o.- � o � , � N � _ O \ �f'� O \ .�n� N CO 0 '� i � � � \ rn � , 3 � � � �� f �� N �r* � N � N 1 - A4.8C ��,,,```` C1 � , �7 • �� . _ � — — � � — — � — � — — � � — — — — — � — — — � � - - - - - - - 16 � �— '; 16 r FlRE EXT � �� ALUI�INU�I � CAB » � 13'-0" GUARDRAIL; A� � " ' � 2 A2 - - - - 42' �IIN; ,,�X A1 N 3 \ � A4 6C i np PLAZA DRAIN, RE: PLAZA DRNN; RE, � I1G �/� m �„� ` 0 F1.J�.J1i 16 r'J 3 t6 X 16 NECHANICAL MECHANICAL , �g o � � 3 � ' I I I � 3 � , 1 5�-3" 11'-6" 11'-6° 10' 0" 12'-0" 16 12'-0" � ° ° � 4'_g" 12'-1 1/2° 12'-1 1/4" � 10�-0" 8'-0 1/4" --� �` .�� .,�»_�..t4��,,s�� C1 R ON S�►IR"�. � I � T 0 CONC. �' I � � � � DRAWN BY. ECJ '';' ,,i`'�C101 � . � EL VARIES �'�� - 0 0 0 0 0 0 � o, B1R A2R ' r � � � ; ��" ' - - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - - y r .,, __ .�- CHECKEDBY � � .,v UP i. _'-� � - 3 �-rt . C10} � At A1 A1 � A2 A1 A1 � I � A2 A1 A1 DN - - - 1 2 y -� � �""" -0" 6'-4" '-8 6'-4" '-8 6'-4" '-8 6'- ° '-8 6'-4" '-8 6'-4" '-8 6'-4" '-8 '-4° - EQ 6'-4° '-6 6'-4° '-8' 6'-4T '-S' 6'-4° E A48C A46C �� .- ;�, REVISIONS. 3 7 � � 33'-31/4" 33'-3 1/4" 33' 31/4" A� B� , No. Description Date DN g'-6" 2-31/2" AR A OF ► LINE dF ROOF �—PLAZA DRAIN; RE: 66'-6 1 Z° PLAZA DRAIN, RE Q � � ,��E� �, A5 ABOVE �IECHANICAL I � I MECHANICAL I � � ^ I I I � �- � � � � RE EXT I- - ,, a, � ,y�8. �'-3 3/4° 11'-8 1/4" 6'-0" 6'-0° � 6'-0° 5'-10 3/4" 19'-4° 5'-B" 19'-0" � 9'-2 1/2" 2'-7 1/4" T 0 FIN FLR � EL 8276�-10 1/2' � � 17 UNIT A 16�'`�I I I � ; ° PLAZA DRAIN; RE; „ � � �� 3 -.� LOBB I °� Ep EQ A5 C3 A5 A1 A1 A1 A2 �a-� " I �,r ? � � I ° � �° d ( , MECHANICAL � � I I T.O. FlN � C120 -°"'��y , � ;� � �� C10R � I 32 _ . ,,�,�' � � `i ° � � 3 �, �� a - - - - �_ - EQ EQ EQ EQ EQ EQ � i i � A1 � C120A EL 8276 11 �,.- _'+ - ' � 2 I I I � �� s � - �� 3 5,_On � 9�_�w B'-8 3/4" � � 4'-6 1/2" i i � - - - - - - - - - - - � - " - - - - - -� - - - - - 4-5 1 2 ' " � ``- � f D 17 � I I 10-0 I �,�.�"' � .�' .� , - � 3 3 i � i i LINE OF ROOF A7 _ � 1,,.�''� �,,,�`- � � 3 �, N _ 17 � -- -�- - � -r F I � ABOVE . �:' . ^ � I - - - - - - - - - � X U � N 5'-5 1/2° 6'-7 1/2" 8'-4 1/2" � 32 - � - ��S- - C�- -q , � D S - - -� ISSUE RECORD �� , � � ,�,� '� , � i , � i , . �P FlREIXT. I , e� i . A i � ^ fi ID.S. N , � - - - - - - - - - - 16 - � A55C X � 5-5 1/2' 8-9 1/4 9-5 3/4 I C� 10-2 1/2 ^ 9-0 4-0 1/2 , I I � 16 ,� �'�"`�°��-�_��-=�_� � � UNIT H �F l ',t - 12�_�° I g'_5" r la� _ � ,� No Descnption Date � � e� ca ,� �] � "� ° I I � I� r�a� �� r` � A7R - - - � L0. FlN.�FLR ' � C127 � 17 0� � � � °° � F,y� ,,.�� ` `_., �� ~ �.�..F.� x�y-�.r.�..�..,.� 1 COORD SET, Jan. 23, 2003 "'�...� ' " ; 16 '� �" 16 �s � ,� A7R - - - - -- UNITH/ I UNIT H �, 828�-2 i DESICAI REUEW SUBIAITTAL Fob 10, 2003 ,� y_ r��R 1 \ � � -�" � '� � ' c12t � � '�� ' � �� •� � ` � � 3 DESIGN REVIEW SUBMITTAL Mar 24, 2003 � �- n �, f� � � UNIT G A A 1 UNIT K �,t "` {,�,��j � 3 � UNIT K - � � , �'� � � �f^ ' � � y r' �, � C126 � C125 �`� � _` ¢p({ k�^ � � C124 ° A2 � ( � � 16 ,� 4 PRICING SET Aprd 03, 2003 • y [ � ? � 9 � � � #6 'Y j 4*�,yr.�� I 6 \ r�,� j � �- I y��; � ¢,� ��, �,� �� '� z_,__Y,. _. „ .W�. , _ _ , _ ., , " � TO FlN FtR. %y_.,,. � �� , 5 PER�IIT SET June 10, 2003 � � C1R - - - � � ,��'' - __z�, � ��,�"`� TO �FlN �FLR o �� _ , � � M ;,� ,�`�'.%�" �*"`�. � � ,� ; PLAZA DRAIN; RE: I EL 8280'-2" UNI G � ''� '�� , � , � � +_�,,� EL 8280-2 � � �` � � ROOF BELOW; RE ROOF � ,f ;� � MECHANICAL � r�� n��`"'` ��_.r DN � , � - 2 �;�`^ � yr�� ,� � � I � ��F �C� ��' � PLAN FOR ADDITIONAL ,�; � � ,-a „ �- > �`� � � A,�� ( 1 .�"-} Ct "' � � i ��f� k INFORI�ATION 5 j" - � � _ , SHEET CONTENTS: ,6 ``` r��4 2 ' o N � ' ��f � � BUILDING 'C' � � i _�. �`� r t° - � - � FIRST FLOOR (PLAZA LEVEL) 1R - - - , � � ,�� I ,f`` � ^ � ,�`{ , I �"` � �� I ;� 1 1 � �,r � �..% - � � � � �R � �-� 1 1 � � T,O. FlN. FLR � 16 �` ; � f,t`F `° � EL. 828D�-1' � �`` - -,`" _ =3� ; ' �.` � �. � 16 I � , 5. ,.. � ' � � �� 0 16 ; L.� 16 � _ �� g �° �6 � � t.�:*�< < t( 16 _� � i � 16 1 D S � �� 16 � �# I A4 9C o� CO ; — �° — �� G o _ _ C Q,�F. ,,.. ....,,� � ��;�— �� , — — — �— — — — _ � L — — - - - - - - - - -- � — - - - - - - aa�... L ,d STAIR o �,� y <� �s '"% � i � ,^ 16 I I 16 ( I FlRE EXT I C123 �, � 16 + I + t �.� I CAB �f �'= wartl Odell ��. � 4��"�` � I I � R � � � � � � � � N � � � I � � f``�_�� T�� ,,� i i i i I '. � . � � ALUI�INUI� �s �//� / %S � �-20�9 �� .. �' O �� LINE OF ROOF � i i �- � I I � GUARDRNL; I I ��':, �:��-'� M �.,; ��.;;�� I ' i i i i i i i �I�IN, i i i i F�L��o...o.oaG'ti��° . (YJ °,,�, z � � BELQW � I / ,°, I �- I I I s p PR ��.:tI v � i i i i � � V +�. � 1 1 A � p I � '_ � I _ _ I �_ I _ ( �`—�7 1 I � p ^ — — A yt`! _ V' / I �„ — �0'—� � �" I I n `F'—� � �p � `, 4-3" S-9 10- 1/4 8-9" 13 3 3/4 4'-6" 6'-6" 7' 3° 6' 9" 5' 0" 5 0 5' 7" � 7 0 7 5 � 8 11 � � n � �� 11-2 5-0 J5R 9R � 9R J5R J4R J4R 15 15 � � PROJECT N0: 0210 4'-0" 8'-9" 18'-0" 18�-3 1/4° � 25'-0" �R 28'-0" B1R B1R B1R C1R 28,-0" C1R 1R � 1R 25'-0" 1R I J1R , � „ J7R I 18-3 1 4 15 ---� I DATE June 10, 1003 22'-2" ' 117'-31/4" 3'-b" 1'-41/2° �� 43'-31/4° 51/2" 5'_p° 25'-51/2° . ` � DRAWING NO.: LJNE OF CANOPY BELOW � � 4 g 2 � A5.13C �,,,. A513C A4 9C � � _ � � _ �� '� � ��`� A4 7C 1 ROOF BELOW A4 9C A5.14C A5,14C �� f,� A 1 ° � 1 2 2 � . � , BUILDING 'C' FIRST FLOOR PLAN �� _` 2 A45C A510C A510C A5� � A2.B(C) SCALE. 1/8'=1'-0' �`�-`�� ; A57C f�� 2 2 � ' A4.7C A4.9C , � � ' �\ � - � 2 A4 7C GENERAL NOTES . 1 1. SEE TYPICAL UNIT FLOOR PLANS � A4.4C Q A3.1, A32, dc A33 FOR DETNLED UNIT ` � � � 4 5 � 6 � U INFORI�ATION AND DI�IENSIONS A4,7C 189'-0" Z SEE OVERALL ROOF PLAN �A2.13(C) FOR DETAILED INFOR�IATION �ROOFS 0 D E L L A R C H I T E C T S, P.C. ' 30'-9" 30'-9° 28'-0" 28'-0" 28'-0" 25'-8" 17'-10" ARCAITECTURS PLANNtNC INTBRIOR9 36'-3" 25'-0 1/4" 27'-10 3/4" g" 27'-5 1/4" 28'-0" � 25'-0" � / � g'-g" 32065 CasUe Court,s�,ae�so, Evergreen,Cdarado 80439 18-8 3 4 Tdephanx 3036705980 Fucsiml� 3036707162 Copynght Ths document s an nstrument a(servrces,ond as such remams the property af the Mch�ted Permissim fa use of 1h�doament�s Imiled A1 C1 A1 A5 , „ A5 A5 C3 A5 , „ � . A5 C3 A5 � n A5 C3 A5 , � At A1 A1 , n and cm 6e e:tended mly by agreement with Oddl Architats,P G 8'-6" 11'-0° 9'-0° 17'-6° 7-21/2 14'-8" 6'-11" 7'-5° 6-111/2 6-111/2 7'-5" 6'-11" 3-31/4 7'-5° 6'-11° 3-31/4 , 12'-0" 15'-6" 9'-6" 2'-6" 2-41/2 �, 4 , 6 i i i i i i i i i i i i i i �� i � , ' i i � � � � , ' � ; � I � b�� 3 � I I I � � r' � I I � I I I I I � I I � � ¢ 3 i i i i � � � � � � � � ` � :�°�`� A511C � � A5 9C �� A5.12C A511C � �-9 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 17 I I 17 � 16 I � I 16 n GOC;GHLIN BL COMPA�Y INC. ` I I I � 16 17 — — — — — _ I _ /1 � , - ° � � � ^ � - - - - - - - " - �- ' - - 61 � � � 0 1 ,.�={°, � Cl - --� - - - — � � ' p� �F� � � I I l. ._ .. 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' _ - � � � r A515C I } � � y ' � � "' o , A ��``°� 35 36 5 37 � ��•-�'� ��._ � � ` ` ° 15 35 36 35 3'-8 3/4" `r� � � 3-3 1/4 35 �� 36 35 _ -� .� �� ;°., � �' � UNIT L , _ �, � L`�> �,,�__�°` �..�� \ �i �� C204 ' - 'µ UNIT L __ _� `�` �' �x�K � � EXiERIOR UNIT L � � � , , • .''�> '' � C216. .`�`"� � a `� ; � �� '�� f'� �� , A7 A7 �-- � � -��-- � �° 1�.,�. �,,,��<$ � EXIT C203 � b. - .�� "� �,,,�"� r �' �,, � ,.�;- °' BALCONY A1 _ a �,�... �� - ' f ��`"' K �� *�_,.__.,.�°'' � ;;�.,,�' �r _ 2 °�- , � �, ^2�� _ 0o I �e_ d >�f'� � I _ I I � — ' ``F `''� �'a _ �� rT � �, �' �� F ,'�� A55C 2 4'-9 1/4" `�'", �, u� ; �`, � � ` � � ' ��=� '"� . � - �� A4 5C ` � � � ,,� � � t,_._,�.�•Y;'�. � o CV Kn�q O \ O .3,T'F� � "R.+i4 � N � \ .+�� '�.. �� rn ' � � �5 � I �� ih � N ,� N � � �`:t 1i� � � � � � — — — � _ _ � _ 16 _ — — — — — � � �� • ` A4 8C — — — — — — — — — — — — — „ � �� i r �� -a 16 � � r� 2 3-0 10-0 . . » 2 16 AtS AtS "' A4.4C � C1 A4 6C � . ° �5 1fi 16 � � I � 16 ;r, 3 5-3p ��'—uX ��'—up �O' ON ��'—O„ ��1—OII , � 4'-9" 12'-11/2" 12'-11/4° � 3 DN DRAWN BY• ECJ � C201 16 AREA OF REFUGE � � / CHECKED BY 61R ;, "r U� �` C201 � J9 J5 J10S � J4 J1 J9 � I � J9 J4 J5 �v " �` �� , �,--- * : : : : : + t � ° REVISIONS: 3 �` t� ;-,M�` #� y�' � T 0 FIN FLR ; �,� .= � $t EL 8288�-10 1/2" 33'-3 1/4° 33'-3 1/4" 33'-3 1/4° No Description Date �' �r 7 , COVERED EXTERIOR , — — — � — � — � � � � � �t FlRE EXT A5 66-6 1/2" EXIT BALCONY A4 8C A4 6C Q " ` °�.� : CAB I I I I I I � � �� LOBBY 5'-3 3/4° 11'-8 1/4" 6'-0" 6'-0° 6'-0" 5'-10 3/4" 19'-4" 5'-8° 19'-0" 9'-2 1/2" 2'-7 1/4" I � , � � r � � 3 C200 � EQ EQ A5 C3 A5 A1 A1 A1S A2 3 � 7 - 15 15 F Q � �/� , � EQ EQ EQ EQ EQ EQ � I i � � 16 � - I � I ' I � � � _ � _ 5'-OT —� 9'-OT 9'-0" 4'-61/2° i _ � — — — — — — — — — — — — — — — — — _ � — — — M I � D ^ 3 N N 17 ,� 15 � � i i U U t7 � 5'-5 1/2' 6'-7 1/2° 8'-4 1/2" ^ 15 � ( ISSUE RECORD ' � UNIT H UNIT H � 5'-5 1/2° � 8'-9 1/4" ' 9'-5 3/4° UP DN �p'-2 1 „� ' 9'-OA '4'-0 1/2" A5,5C C222 C22t I � � � � � � � No. Descnption Date 0 0 17 � � �e' ."'�, ;' o I RQOF BELOW; RE• ROOF A7R - - - � � � � , 17 _� 16 � � 16 16 ��'� PLAN FOROADDITIONAL 1 COORD SET, Jan. 23, 2003 �� ,�� o �t� � INFORMA 2 _ DESIGN REVIEW SUBI�ITTAL Feb 10, 2003 �� '"° � � `� 11NIT K RE EXT. UNIT K � r,t � � 3 DESIGN REVIEW SUBMITTAL Mar 24, 2003 ' �° � .� �� "'�� ,__� �UNIT G 1 Fl ° �r ��'ti� ' � ` u �, �� .� ��,� �2zp �-. C219 � CAB C218 A�S F _ „,.��h�� I I I 4 PRICING SET Apnl 03, 2003 r N r s� �A ^ ' � — ,r �` \ � .,� � �'`�' '��V , �' �n gt �.�� ; 5 PER�IIT SET June 10, 2003 � � - - - � "� _ �- ° �' '� �� '� �'' r ;, C1R � „"�` ' '� � / �-u�, - _ _ _ �' � _� 'pp _ ,._ r._ F7~ �!w_r'S""� / � "'.. " ' ' - � �'� � '�� j I � � n , ",.. � n .�y � ..i .,,....0 �• �° r -�a�y w�� I I I � L ' li� '" .�. .�.,-_. _ , ..�' _ _' _' � ..� � SHEET CONTENTS. ,s � �-__� �� - �� -�� BUILDING 'C' o _ � � ? , z 6 6 �; � � ��A�"` SECOND FLOOR 1R - - - � ....Z � rs4 � � � 1 � � A1S � I I - rv _ _.�,._.. , , {� � � 16 � ,��"` � 5 \ o I � � /� "�,.... � � 16 �b' � �6 �+�^ �l I A4�91i 4,a+• I — I — I (— I — — — `'O I — � — — — _---L o a,' O� O � — — — --�— — — — — =�,-- — — ��'" E � � ,` ..,,. »..... .• �,,, � ., 9 ,,�� 16 I I I 16 �� m •�� Y" �-� .5 � � � � � � � � �= d�rard dell :�- : , , � � �,�,� I I I ' e'�� t � �' ,._ , � � ,� � � � � I I I � I I J/ ': !� ,['�� s.�� r �� /'/�j°a�oo��e�o>��aa��'V �`a ' , ��'a� � 3 V�D P�G� • nn �� =�: '�� ,� � i i i � i � i � �� ="�� }! � i � I I I I I I �`� l��/ � r I � ' ° , � 13�-3 3 4° � '- " - - - - '- I - " 6�-7 1/2" 6'-3° 4-3" �,,� g'_g° 1 - 1/4 g g" / 4 6 6 6 7 3 6 9 5 0 5 0 5 7 _� 11'-2° 5'-0" J5R � JIR � J1R J5R J4R J4R � I PROJECT NO.: 0210 4'-0" 8'-9" 18'-0° I 18�-3 1/4" � 25'-0"� �R 28,-0" B2R 62R B2R C1R 2a,-0" C1R B2R I � I I � DATE June 10, 2003 22'-2" 117'-3 1/4° .� I I . I DRAWING NO.. 2 3 � 1 � � ' A5.14C A514C A513C A5.13C � � � � 2 A4 9C 2 A4 5C , BUILDING 'C' SECOND FLOOR PLAN 4 p4.�� A510C A510C A5� � A2.9(C) SCALE. 1/8'=1'-0' A49C � A5 7C 2 2 ' A4 7C A4.9C r c � � .� � � h 2 � A4,7C GENERAL NOTES ' A4 4C 1. SEE TYPICAL UNIT FLOOR PLANS � ` 1 2 3 4 5 � 6 7 8 NFOR�IATION A D DIMENSIONS� UNIT 189,_�r A4 7C 2 SEE OVERALL ROOF PLAN �A2.13(C) ^ 30'-9" 30'-9" 28'-0" 28'-0" 28'-0" 25'-8" 17'-10" 8'-8" FOR DETAILED INFOR�IATION �ROOfS 0 D E L L A R C H I T E C T S, P.C. ARCHITECTURE PLANNINC INTERIOR9 ' " ' " ■ � " ' ' ' " �8'-8 3 4� � � 2�-4 � Ztl �Td haneC3(IJ67059BO��Fodm��3036707162439 36'-3" 25-0 1/4 27-10 3/4 g 27-5 1/4 Zg-p' � 25-0 � 2-6' � �a � Cop}nght Ths dceument s an mstmment af sernces,and as wch remnms A1 Cl A1 A5 , „ A5 A5 C3 A5 , . , . A5 C3 A5 � n A5 C3 A5 , „ A1 , p A1 , „ A1 p ihe property of ihe Mchdect Permissim fa use af lhis document rs Imited " 7-2 1 2 " 6-11 1 2 6-11 1 2 ' ' 3-3 1 4 3-3 � 4 and cm he extended anly by agrcement with Oddl Ar�hitecis,P G B'-6" 11'-0° 9'-0 17'-6° � 14'-S 6'-11" 7'-5" � � 7-5' 6'-11° � 7'-5° 6'-11" �� ,�12-0 15-6 9-6 , i i i i i i i i i i i i i _�� i � a i i I I I I I - . ° ` I � � � � � � � � � �,, � -� � � � 3 � � � ,•a � .� A512C i i i A511C i i i i i i ''�� ., � A511C � A 9C A5.13C � � � � � ��`�� .�°� ' I I I I I I I I 'f �� °�� I I I �. -w r . i � i i i i � i i i � i i � .��-°" i�� I � Go�c�v &CoM�a�v� IN�. _ � � � � � � t� �s �`-� I A � I � �s » � � � � » — — — — — N � � � : ,� i"') '� - - " T - - Bt � - - - - - - ��—�— - C1 - - - - - 1 1 0 1 1 t x � �� I { I I 1 I " s �� `` 16 2 • � � "' � '`�v �'-�� _ � � ° A .6C j � ' ° � � _ '� � .�.,y,.� , _ x' ��1� � -��. �� ` r� � ��,'�� `� z - � - - - - - - - �� - - � � - - - - — UNIT �I 2' � � _ - _ - - C1 �,° � , A1 S �.,. �,�- [,�,�'`�,� ��, '�� - ' N o �--� � N �6 � ",+y � t � f} � ,d� p� ( � ( �,,y�) �y "" � •, � � 2- � � rn � �•a.,� � CJ ,Q' � � �6 � �,� � LL� .a"'� 2 C ,r� `�� M.F� 'i � -` co °° �NiT�s—,�- � �. 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A48C � � — — — — � — — — � — — — I — — — — — _. — — — — _ �� a, — — — — ;, . — � 16 ' � C1 °° Cl � . . '� 2 3'-0 10'-0" 1 ` � A1S A1S A1S A4.6C � � � . " ° 3 15 16 t6 �s � I I � 16 � A44C � • ` � n e x � n i x � n � n DN 5-3 11-6 11-6 10 0 12-0 12-0 4'_g" 12'-1 1/2° 12'-1 1/4" STAIR r DRAWN BY: ECJ ';' , C301 � B'R � CHECKED BY N �` �� C301 B1 A1 S A2 � A15 A2 A2 I I � A2 61 A1 S � ,. "g� ° REVISIONS i�'Y�` " ��'' T,O. FlN FLR. 33'-3 1 4° � No. Descn tion Date , ��f � EL 8298�-1" 33'-3 1/4° 33'-3 1/4" � , � p � � ' — � — � — � — ° � � FlRE EXT. A5 66'-6 1/2° EXIITERIOR A4'8C A 6C Q ' �� ^ CAB � � BALCONY � I I PLAZA AND RAIL BELOW Q � '� 5'-3 3 4° '- " ' 5'-10 3 4" - - - 9'-2 1 2° � a, / 11 81/4 6'-0" 6'-0° 6-0" � 19 4 5 8 19 0 � I Q 4�, LOBBY 1 � C300 m Eq EQ A5 C3 A5 XX XX XX � o ELEVATOR �� ( 15 15 Q � 3 �'�1ECH. ROOM � EQ EQ EQ EQ EQ EQ F� Q � ` , i � - — ' C300A C300A _ �" 5'-0° _� 9'-0" 9'-0" � � 4'-6 1/2° i _ i � — — — � — I — — — I — — — — — — — — — — — . -� _ � � — — � D . � ¢ 15 15 I I � � 3 '� 17 M °; 17 17 � `° � `�=` U U � 5'-5 1/2" 6'-7 1/2° 8'-4 1/2" ^ t5 N ISSUE RECORD A5 5C °�UNIT H _ � DN � '°"`�� UNIT H � 10'-0" � 8'-0" � 8'-10" 2�-10 � � � � I � � � � � No Description Date A1R - - _ C320 � � � C319 � » � ROOF BELOW, RE: ROOF o . � � � '> �� - � � o � PLAN FOR ADDITIONAL ' �' � 1 -�� 8 ' _I ` �V� ..,,4 U O w INFORI�ATION 1 COORD SET Jan 23, 2003 �,:�`�� -�. ,/" � ' �' 7 fIfCIGN RFVIFW SIIR�IITTAI FPh 10 7003 � =� �``� � �� , ;��' � ``- UNIT G �� ? �CAB E� � 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2D03 o , . �Y �F ' ��'� � C318 � � ''"� � I I I I >� "'" '� `�� ' � 4 PRICING SET April D3, 2003 � ' � �� . �„ ^ � :� UNIT P 16 5 PER�IIT SET June 10, 2003 N \ �Y 1,� ` L,'� W�7 iD ��`�� ' � � � � t �K � . _ � ;; C1R - - - _ ,� � M a+°� ,��n .�.�'�� I t�� ; I � ' 2 X � �W„�,�..,.�...�,.��R-� I I � y �� ( I � �,.r` ., �_' ' _ � _, u , � .� _.�,.,_.w _�, ._ �.....4, ,°°°a°�� ,e E _ - :, - � � �;z>.,-� � - _ -_._ <, ,y �`� Y�~ -.`.rn�� SHEET CONTENTS• � �.: � � .. - ..._._ .,.�_. .x��.�.nl �.,..ry v__ � �—_ � ��,,,td.M�..u�.� .�� __�_. ,.�.w.._______ �;f t�� .> ��- �� B U I LD I N G 'C' 16 p� '�� .!.su.,..�,..t'o:d�. 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SEE TYPICAL UNIT FLOOR PLANS � ' 1 2 3 4 5 � 6 7 8 NFORI�ATION A D DIMEN ONSLED UNIT A4,1C 189-�n 2 SEE OVERALL ROOF PLAN �A2.13(C) � FOR DETAILED INFOR�IAiION �ROOFS 0 D E L L A R C H 1 T E C T S, P.C. 30'-9" 30'-9" 28'-0" 28'-0" 28'-0" 25�-5" 17'-10" 5'-0" ARCHITECTIIRE PLANNINC INTBRIOR9 25'-0 1 4" 27'-10 3 4" " 27'-5 1 4p I " 18'-8 3 4" " �aTdephane 3(136705980�'Fa�m�'J03670716239 36'-3" � � 8 � 28'-0' � 25'-0 � 8'-8 Copynght Ths dceume�t rs mi instmme�t af sernces,ond as such r¢mau�s A5 � A5 A5 �3 A5 A� A� A� ihe property of the Archdect Permissim fa use af ih5 daumenl a Imited , A1 , p Ct , At , A5 �,_2 � 2„ A5 , A5 C3 , A5 6,—�� 2. 6�_�� 2. , 3'-3 1 4" � 3'-3 1 4" � ° � �� 2'_q � 2" ond cm he eztended mly by agrcement with Oddl Architats,P C B-6" 11 -0 9'-0' 17'-6' � 14-S° 6'-11� 7-5° � � 7'-5' 6'-11° � 7'-5° 6-11° � 12-0 15'-6° 9'-6° 2-6 � ' �:� ` i i i i i i i i i i i i i i i i ,��:-�'� - i � � � � � .�''��t� � 3 I I � I I ' I 2 = �.�"MY} _ 1 I I I t I A5.13C � � � � � � � A5,11C i � � � � � � A5,11C� " �� - ��s A3.9C A512C �.,='�4 S k. � I I I I I I I � = "e.��. �t I I ;� �� ,� �� ,. � �,..`�;"�� ,-� I I I I I I I I I I I I I I I I ,.�� I �^ � Co�c�n,uv&CoMPa�v� Il•�c. i � ,� i i � i ,� i ,s �,�� i ( I � � ,6 ,� � � — — — — — _ A N I � � � ^ � _'� � �. �- �, � — — — — — — _ �.,�s=— — — — � t � � . , - , ct — — — I , � , . � I I o - I 1 - � � � � s , _ �� ` - .sc $: � � � � � �� °° T ��,�.�� '� - ts � � j S / N � \ Y � � 2 TM"–,wn . �f — _ _ — _ — —�� _ — _ �`'� cp ` � °� A1S - - - - — UNIT �I 2 °,..,� _ .,: «,� r i � � o \ N C406 � °'�,,. 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A4 BC A4 6C BELOW � � � - � t5 � FIRE IXL A9 6'-7 1 2" 3'-5 1 2 4'-4 1 2" 3'-7 1 2" , ° A9 A1 ,15 y A1 � 15 , b 15 ,_ � A1 15 A _2 1 2° 15 A1 12�-0 1 2° A1 15 x f - - — 2 � � `'-' � � '., ^ / / � � 7-1 3- 9-0 3'- " 9 0 3'- ° 9 0 3'- " � 3-1 � 3- ,� — — � _ QI � 16 �� 16 °� o A4.SC A4 6C � � .''�_, � . �, _ o �s - - - - - - - - � - - - � - - - o - - i _ —� i - - - - - - g � � � o ' RNIJNG BELOW � O °� � STAIR �� A� OPEN = 16 � COVERm o C513 15 � •� � � UNIT D � T� � UNIT D � °' EXTERIOR EXIT ,-J � O � ^ C502 C505 '� ,,--° � � �+ .'� ' \ 0 0 16 °� BELOW °� 16 � �¢,�� BALCONY 15 — � �'� A5 6C � C� — � > � � � A57C �' "' I �r,�� A� � 51'-101/4° � 3'_p" 4-41/2 � � � � °� 16 � a� O � � A � 9'-2 1/2" � � COVERED o �p? � G`��' � � �. � EXTERIOR EXIT � - ,� �� - � � BALCONY �' 37 � 3 _„ � `�' �^ r ��. � N � • � ¢ � � A5.15C RODF BELONh I ( I � � '., ��= _ '� 0 15 35 36 35 3'-8 3/4" � � � 3'-3 1/4° � 35 F�`� . 36 35 RE ROOF PLAN � � ' r� � �' ` . �' FOR ADDITIONAL � M � ^ �" UNIT L o INFORI�ATION ° 42' HT UNIT L ��` � �C504 .-� � GUARDRAIL �03 � ��`E � �'�,.�� , , � � A1 - � t i ,, --��" ��` ' A� I — 2 Q� 2 °° I �' � °��, i � ��y �� A5 5C A4.5C 4'-9 1/4° �", ,� �� ✓�}#., �,�' . 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'T`�"� T 0 FIN FLR 3 7 � � �` - � �=�s EL 8316'-6" 33'-3 1/4" 33'-3 1/4" No Oescription Date � '� �'� - FOR NOR A ON � 3 �. ��4'-9��e� � 66'-6 1/2' NOT SHOWN THIS � - ' �rt � ;# � � � AREA � � � LOBB`T�'�, >' FIRE EXT � � � �r� 1 � CAB � �_�� 0 �� ROOF BELOW; CUSTODIAL �` '� RE• ROOF PLAN 0 ' fOR ADDITIONAL � _ °' ( C5D�A � ��y� > 18 Y �� I � 1NFORI�ATION I � C500A �� — — — — — — — — — — — — — — — — — — �,� — — — C _ � 3 ACCESS LADDER PROVIDE ICE AND WATER SHIELD CONTINUOUS AT ISSUE RECORD 1 ��t I CRICKET, WRAP I�IN A5 5C � I ., � � � � � 3 � 2'-0" UP AGAINST No. Descnption Date � LINE OF ROOF VERTICAL WALL. �t I � BELOW i---- ��, .��` i 1 COORD SET. Jan. 23, 2003 , OPEAI TO 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 , � 3f I -.:�M � ' " �"�° `-� l � i B��W 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 �°, i 3 CRICKET I I .�,� � � � i i LOCKABLE HATCH AT 4 PRICING SET April 03, 2003 � " L—___ .� ,,,�, -o FLOOR LEVEL OF N ,� � - ° iJ LANDING 5 PERI�IT SET June 1D, 2003 � � `\„ i i �IETAL GRATE LANDING � � `� � i W/42" HIGH GUARDRAIL � �• LINE OF WALLS i i ELEVATOR � "�, � ( I I I BELOW i i�ACHINE R�I LINE OF ROOF BELOW � �� __� i C600 �'". 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ECJ � � �� a I — — — — — — °• C — — — — — — — — — — � cn — — -- — — — 4�12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - . �O �� _ _ - - - - - - - - - - - - - - - - CHECKEDBY SLOP �- N i ( � �G.y _ —� 1 2 _ ( ; 3 07700-3-BAR SNOW A4.8C A46C REVISIONS. � � I j F E N C E No Descnption Date I ; CONiINUOUS SOFFIT VENT � �� 412 412 I � � � o SLOPE I � 700 3- AR 5N0 fENC _ .�.� � _ � _�...�., __ a _ . ��. — — — — — — — — — — — — � ��'.� - ��'C �H/ �''��'�S �sSvi�Y%r" �' � I SLOPE � i I � � I 6 SH T MET GUTTE L 0 � �- - ,i I � I � I I � � � I � I ^ ° � � � ( 07700-3-BAR SNOW fENCE �� 3 � RIDGE � N I � I W � 3 � � � � � - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 07600-SHETMETA DOWNSOUT I Q _ � � - -_ - - - - - - - - - - - - - — -� � � _ — — -I- ^ o — — — � - - - - I - _ _ _ � 07600-SHEET I�ETAL GUTTER '� 07700-FENCE SNOW °° ' � — — — — — T — — — — — — — — — — —I— — — — — — * , � � I I ' D7600-SHEET METAL DDWNSPOUT I ( �— � _ _ _ _ _ _ _ _ _ _ _ _ 07700-3-BAR SNOW FENCE � � — — — — — — — — — — L — I o � � r o — � � _ ____�,_____ __ �+ 07600-SHEET METAL GUTTER � — — — — — _ T— �� ISSl1E RECORD , � � � -_- _ _ _ ,� � - - � '- � I � � a' 07700-3-BAR SNOW FENCE 07600-SHEET METAL � CONTINUOUS SOFFIT VENT � � No. Descn tion Date � _ _I� _ _ _ _ _ �� o DOWNSPOUT � P 07700-FENCE SNOW � N� I I - - - - - � - - -�I � � I ,- I � I � — — — — — — — — — — I 07700-3-BAR SNOW Z I `` - - - - - - - - - - - - - - - - �N I � �� Ir — FENCE � 612 6•12 ° 1 COORD SET Jan 23, 2003 07600-GUE�R�IETAL � I � �, � I � � io�-o^ � Tur�oiN� r�oor I � �a' s° a J �I -' I _ - - - - - - - - - - - - - � 07600-SHEET METAL ° � I �S��PE � SLOPE � 0 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 . , �1� , �urTe� o � � Z A5.5C � �NT I � TURBINE ROOF RIDGE �� N�o I � � � � � ( ATTIC DRAFT � ° 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2D03 � ■ I �N �� o � STOP � 4 PRICING SET April 03, 2003 U � i RIDGE I �NT I I I i i � il � o ( I I�hF� , �� . � . �:�� 5 PER�IIT SET June 10, 2003 I I� I , „ , � �,�, I 4•12 RIDGE hl �� 13-6 9/i6 � � � SLOPE � � �� TURBINE ROOF � � I PoDGE 07600-SHEET METAL DOWNSPOUT � 6'-3^ I W I � ° I �I �T � ` 07700-3-BAR SNOW FENCE � I TURBINE ROOF I � I ��,� G �� I � �'� i 07600-SHEET METAL GUTTER i I 6'1z �N612 _ - - - - - - SHEET CONiENTS. ' ' SLOPE , o � N o � � . � , ( SLOPE r- N W BUILDING C � � � , � � � � � , , � � � � � � _ �, � N � � � N o i o , i R O O F P L A N � ! � J II � _ s�2 st2 — - - I SLOPE SLOPE I I li iI I `° "' L - - � I I � I 07600-SHEET METAL GUTfE� � c�i � � ATTIC DRAFT I �y � � � � — — — — — — — — — — — — — — I STOP I 07600-SHEET METAL DOWN OU � J� � q!� �� ------- ------- I SNOW FENCE T _ _ _ _ _ _ _ _ _ _ _ _ � I �6:12 � 6.12 _ j�� 07600-SHEET METAL � � � A4 9C � �� `° " � � OF Cp COLLECTOR HEAD I� ^ o � `� � — SLOPE SLOPE — -- — � — � _ I C ,��C,��... ..... 9 � L W I y �O I I I _ — — — — — � � � � �� I 4.12 � � :� � � � � I I ( � RIDGE 6�.1o2P I ��PE�F �� Edward Odeil =� �_ W _� I � � � ( I � � I � I � ��:. n-2089 .:� 1 � I � I W ° I I � W I . I I � ° I � 1� 412 I � ° � � _ W � �� I I N � I � O I � I � F�ys .......••••'\,��c' �'; � � � Fp p,RC� � � J � N � � N � LOPE SLOPEI � I I NI� � � • / '�' Y � � I I I ATTIC DRAFT i � �1N � � � � 1 GARAGEENTRY L - - - - - - - - - - - - - - - - - - - - - J I � � - - - - - - - - - - - - - - - - - - - i - - STOP _ � I I ROOFBELOW � ( I � � � -L - - - - - - - - - - - - - - - - ' � I I I L _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ I PROJECTNO.. 0210 � ( - - - CONTINUOUS SOFFIT VENT I W I � I I I � o I DATE June 10, 10 ISNOWFENCE � `�' _ _ _ _ _ _ _ _ _ _ _ _ _ _ L — — — — — — — — — — — 07700-3-BAR SNOW FENCE DRAWING NO: � 2 1 4 �� % 2 � A5.13C A513C A4 9C � � � � � A5.14C A514C A4 7C > > 2 A4 9C 2 A4 5C , BUILDING 'C' ROOF PLAN � A510C A5.10C A5� A5.7C • A2.13(C SCALE 1/8"=1'-D' 2 2 � ' A4 7C A4.9C � � � . � � � "� I � �� , _ , . ' ODELL ARCHITECTS, P.C. ARCAITECTUR6 PLANNiNC INTER10R9 32065 Costle Court,Siute 150, Evergreen,Colarado 80439 Tdepha�e 30367059H0 FacsimBe 303.6101162 Copynght Ths dceument�s an uistmment of sernces,m�d as such remans 1he property af the Mchdecl Permissian far use af lhis daument is I'mited and cm he extended only by agreement with Oddl Architecis,P C 4 A4.10E 82�-0" � 26'-0° 56'-0" LINE OF FLOOR ABOVE I 4'-D" 3'-0" 23'-6" 3'-0" I � D2 D2 � D2 D2 O O o � — � `� . �. + r �t ir r . 'R�yh+ r � " l �h t.' 1 e. . � '� •f; •�1 5..i„ .... �' .f • • • .e ,. •v,,.' b' ' ^ 1','".i. , �� .r �. � n. . � � �n � ryv � • . . � r� r • 1' W � y�5 ..4� t. �L"� P V ,��, r,�f� .� " 4 i� :• •1�• i.�� •Vti r ''J'� �� . �•. �iY��• i� •�J*��!{'S.ti � ;' 'i•�• 7'ro. �. � 1'� � { •'� . /• �l y � 9. 1"� ! • i W� 5'-8" " ' + � �� , � 5 E1076 i i� E110B 5 �'. *•rf 5 i i � «, O �� ,`.:. 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I I � RE: �1E DE All � d- d' ° ° CAB. o o � 2 �, ,�,`�,,� � _ � ' 4 � ; 4 0 ' ,o o � 0 4 � E2 J �� W W O � A4.10E '� F2 �,,� � ; N 4 _ `� , £ — i � i� �� C11661ES "�` � � CUBBIES FlRE EXT 4 N , � � , ��\ � � , � N 4'x18' CONCREiE ° � � — — — _/�� CAB. ° � — 4-8 7-0 -0 � 5-0 — PAD � — '� / ^ 5 �� 7 O A516E � � �,r� �'—� �1�� n ��'—° �l�" ' n �� I I � 3 -11 _ E106�� R06 �_2n CUBBIES � � � R 8 �I , 1� � R09 Y�4 4'A_ I FlRE IXT E2 BELOW ' + . !�� 5 � O \ V N A7.1 4 � / � � / 4 CAB ,� '�' � � i ._.._�-�� B3 i U \ — � � — _ — � _.��_ - - ^ � • �� Q � 8 � STAIR � — — � ,/ ° ^ Gt �L ,�/� 3 3 7 \� '� 103 � 9T� 11"= '-3" , A � > � � 3 � 3 ,I� !/ ,( ``� , � . � � \ 0 � 3 2 2 7 4-1 W 2'-(Y-' 4'-1° f 1 � ? 3-10 - - - � o o � � _ CORPoDOR � , E104A � � ^ Dt ^ � \ i � � � i � 3 � I � 104 � / ��. g � i i i i i � I M E EXT ` � -� A516E -� � � i i CL T i i I `° 9' CLG � ' �A ' � � A410E "' "' 8 '-1 1/2" 9T� "=�'-3"i � A i � E103A 3 � 7 I 7 7 "' N I 3 � ' - -__=_= E104D E104C E104B — — — — ELECT �IETER ��-»� ; �N N JAN;;OR = m DRAWN BY. EMS � o � LOCATION BBIES FlRE EXT E117A � E114A CAB EXT A71 34 T � O 4 � Q � CHECKED BY N 7.1 �� CU BIES � �' ,.:�� _ _ � _ � a cn o 00 � I 3 �' 3 � 3 3 � D2 � 7'-7" REVISIONS. D2 COVERED PATIO _ �� _ • 3_ SIJDING NCH D OR� o ❑ No Description Date 4 �., ' 26'-0° 4 � - - - J 44' HIGH ALL � �, l�oT r � �� - D3 0 � I � � I I O - , CPT SV = S�. -�T D2 0 Z � E112 a- m � D2 � A71,�' � �� ' `° � � _- � - - - - - - - - — — - - - - - — - - - - - - - - - - - - - - - Q E113 �� 3 b Q `° J TODDLERS 1 ,� , 5-�„ , TODDLERS 2 °° o r � � f 117 � o _ ` o � ° 114 � �m ° p3 � � 3s� sq �r. � � _ � � - 367 SQ. FT. `° ¢� W 5 sTO cE ' � /� R \ Jj J ,' "' � "' � A410E � °� {� ' A7.1'1 � � � 115 i /�J,� ,' 1'A7.1 ` a °� N � 4 ' 113 N `� I _. I � ' � I E� N E� 1 0 � I \� ( �� O I I I S S U E R E C O R D _ — ~ No. Descnption Date �. I A9 8 �SEAT � / �SEAT A9 8 I ¢ PLAY AREA ¢ o �c�`'r� \ � cWn o ;; �o � " � o / � 4,103 SF o � � � 1 3 4 4 i � 4 D3 1 C O O R D S E T J a n 2 3, 2 0 0 3 - U e i ^� ,�aK - � d U � 2 DC3101i RCYICW 3U�MITTAL �cL 10, 2D03 � `V � � N 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 � � 4 � � 4 �``� E116 4 PRICING SET April 03, 2003 ° � 118 `° �N 14�-8" 2�- ��2° 2�-$ ��2� 5 PER�IIT SET June 10, 2003 � TOR STOR. ( 7 � I I 7 118 116 7 E117C E114C SHEET CONTENTS• 4�x14� CONCREiE m � 4'x14� CONCRETE CHILDREN'S GARDEN LEARNING PAD � �, �, PAD � � � � 1ST FLOOR PLAN >>'-o �/z° >>'-o �/2" 5�_$° a�_3° 2'-0° 5'-10" 6'-10" o r I 10'-8" 6'-10" I o r 5'-10" 2'-0" O V � ¢� �ENCE, RE• STIE DETNLS �� , „ ¢ �� . a�0 36-0 � � 0 33'-6" 8'-6" 2'-0 �ts ,o� C� '••�c� �' e t? : Jerome ' Edward Odell :�, a f"v �e b-2�89 r'� i' '�, �osaoa eae� 1 .� F�ys�o...PRG��.�'� 4 3 2 � 1 ` 1� A4.10E A516E A516E A516E A516E PROJECT N0: 0210 DATE June 10, 2003 ^ DRAWING NO• � � -a�-� , 1 ST FLOOR PLAN ' � � A214E SCALE� 1/4'=1'-p" • • ,�� . � � - - / _ � � � f e � , , , , � � ' 4 A410E ODELL ARCHITECTS, P.C. ARCHITECTUAE PLANNINC INT%RIOR9 � 32065 CasUe Court,Suite 15D, Evergreen,Colarado 80439 Tdeplrone 303670.5980 Facsimle 3036107162 Cop�ght Ths document is an u�stmment of sernces,and as such remmns 1he properly of the kchdect Permissim fa use af Uus daument is Imited and cm 6e extended mly by agreement wilh Oddl Archdecls,P G I ENTRY ROOf - - - - - - - - - - - - - - - - - - - - - - - - � �- - - - - - - - - I N I - - - - - - - - - - � I � - - - � I � �t � � � � � N I � � I 01600-SHEET I�ETAL �� ^ � DOWNSPOIIT L � �: I � � � � � � 07700-3 BAR SNOW FENCE �1 6 : �2 g ; 12 _ N � o � � z il I I � � � i � A410E 612 6•12 6•12 612 � �— —_ r- -- � � _ � 5 � — — � A516E O r � I LINE OF � I ROOF BELOW � J � I I I ¢ N � 3 6 A4.t0E � A516E � �I I � �� i � � � N � i , i , ,� , ^ W 6 . ,2 6 ,2 ,r � N I I �I i °' � � � j I ° ° j j � � c%� o 07600-SHEET METAL �I I � � � � � � GUTTER I �12 6 ' 12 i� I � �, � �,,,� JI , , , Q � � O • r �, I I 07600-SHEET METAL � � � � 07100-3 BAR SNOW FENCE � I N� .-� I GUTTER L _ _ _ J � � � .� � � � I � I � 07600-SHEET METAL Qr I �I �� I DOWNSPOUT 'Q � � i � --� � 07600-SHEET �fETAL L II � � � DOWNSPOUT iI I N O � �l I � A � �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - �., � � � � � 4 3 2 � � A516E �16E A410E A516E A516E � �� i z ROOF PLAN A2.15E SCALE. t/8'=1'-0' � �� " -� 4 ~ A4 t0E DRAWN BY. KTG ' ��_On �S',¢�� CHECI(m BY 5'-8" ��r` ..�/ REVISIONS: � E3 ND I ,: �r ,:, � f ,, . . ,_, •, . . ,,• :,L �• , ,-',,• •L ::s• •:,, . ` No. Descnption Date vv ^ y ;J..r.J •� �,-t••: .�,•1:y'•� -7, �i • .� �� r �1 ,1��F� ,�Vr 5 � � ,� a _ - 0 , � � � , � r - 11'-3 1/2" , ' g'-3" 6'-5 1/2" � F1 ` � Q � 0 4 ° 1 o '� OFFlCE , � STORAGE W 20 �' � � Q � �O 201 ._� 4 ,' 202 � � cV � f I o E , ` __ Q I � ' ' i�` � � - � � f � � � � o _ , I , , [ �° I E202 A7.1'10 � ' � N ATT1C � � ISSUE RECORD 4 W ACCESS 4 No Descnption Date 7 � 1 COORD SET. J�. 23, 2003 FlRE IXT, CAB 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 �� — /� � I1FCI!`,N RFIAFW SIIR�IITTAI �lar 74 2003 , � � » � �y A410E 4 PRICING SET Apnl 03, 2003 A4.10E ",' I 5 PER�IIT SET June 1D, 2003 � WORK AREA/ ` LOUNGE � g `;' 2OO d- , , . � 8 � � � "' � ; SHEET CONTENTS• _� CHILDREN'S GARDEN LEARNING 5 2ND FLOOR PLAN �, 4 12'-2 1/2" 42" HIGH WALL A5.16E a � � �� AND ROOF PLAN i i 8 � A71'8 � � � � � 0� C• � o Q ^ g I � . � ^ D1 ATTIC ACCESS � y:� r �� DN � �t= Edward Odell �� `; : d•zo�9 .s,� � A566E — — — — — - `'�Fi(i°••..... ,�G ,(y� S ....•�G�,��v Fp p,Ft ,�'•(J� Dt Dt Dt 8 � LINE OF RRST LEVEL BELOW PROJECT NO.: 0210 3'-6" 3'-6" 3'-6° 4 1 DATE June 10, 2003 26'-0° A516E A410E DRAWING N0. 2 � - , 2ND FLOOR PLAN �� A215E SCALE 1/4"=1'-D' � � � x /� r � � � � 3'-3 1/2° 2'-10" 2�-0 1/2" 1'-1° 4�-3 1/2" 2'-4 1/2° 2'-i" 13'-9 1/2" 13�-3 1/2" � 2'-5 1/2" 9'-0 1/2" 2'-3 1/2" 2'-2 1/2" 8'-9 1/2" 2'-3 1/2" 3'-111/2 6'-01/2" 3'-31/2 ODELL ARCHITECTS, P.C. • ARCAITECTURS PL9NNINC INTERIDRB 32065 CasUe Court,Swte 150, E�ergreen,Colarndo 80439 4 25'—O„ Copyn9ht m�a�m�t is7 n5ms�tmme�a oflsernc�,and asfi such remmns � � ihe property af the kchded Permrssim fa use of 1hrs daument�s rmled � BmR00�1 4'-3" 3�-5 1�2° 2�-3 1�2" 2�-1 1�2" �'_�p" 3�-10 1�2° 3'-$" 3'-6° � � and cm be eutended anly 6y agreement wdh Oddl Architais,PC i � d- �- � B DROOM � 4 4 � I � $M BEDR00�1 4 � � 4 `;' "' BEDR001� I � � - - CV N ' ' I I r•-� M H IN WI N ° � I � � N N N O U I H03 4 4 0 � � �� o � � W I�„ � �O�GHI.IN 8i COMPA'�Y INC. BEDR OM � UPPER CAB. �� i , ¢ 2 UPPER CAB �� 4 2 � � iV � � CLOSET 4 H05 4 � BEDROOM � �' M — — — — — � , ,...; � 1R 1S 4 CLOSET � � � M o \:1`\ \ \ . �I , o `��`� 1� 4 - - M � 4 SD � � � SD a N o � HOt H� 1R/1S 4 N o � - TP � � � BA1H � �, BAiH FIR �11T AT A�. CARPET / CARPET VINYL � R001� i � �- — CARPET VINYL � R� �- — EXTERIOR PLUMBING � 4 GD3 � � � � � SR - A�.6�1 J TB � WALLS ONLY � � Rff �N� __i__ _ o o ___�__ � - A76 � ;: �-- � � / O� 12'A7 5 8 M CLOSET 4 G05 4 FOt L-- - - _� _� E01 i � , - - - - - - 10,A77 N , � � � TP KITCHEN __ � � � �., 1R/iS 5SH CLOSET - � � "; 4 i -- �%� �° ° � 11PPER CAB Bq�{ 4 CARPE VINYL A7.3 � UPPER CAB � , G04 — — — — — — — � � � r 4 % � � "' C� � 4 ROOM � � r -, GOl 4 1R/1S N � ' �� ` ,.� � i �1 A7.6 -- -�----� i Z ,�, i ¢ �� ,., i ( � � � � � � � �r � �' SD � TB � N `V YL CARPET i � �� ; ::: � � �_= --�--- � :::::: � SR �Wj SINK � - - -J 2 i BATH i i 4 '-__- __ __ �- i -- O T -� � � ROOM i � �'� ' L --— �/' _>_;: "' Tp - � \/,; � S �� UPPER CAB A7 3�i'1 pW\�/; 4 � � 4 \�. 4 ,M- ; �CARPET VIN DW�� I i �----- /�� _:: UPPER CAB 4 4 Fl R O U T A T S� �� -- -- -- � � L--L �, t1„ EXTERIOR PLU BING ,`:>;_: uNNG g�oK � � i KITCHfN SINK i o �° WALLS ONLY F R ;�,;;%;�„ �;�; ;;;;;�% Z RNSED CNTR., - KIT HEN " CARP�T VINYL � � PIPE INSULATI N ,;' `-``-" '� -�-' L'.`-` `J I +42' ° — , - 6 `;_ �� 4N� I � A7.3't — ' ' >:.: ..` ` ° ' -- -- , ---- � e � �;� ----� � > --- L �� DINING A7.3 ` � " i i i =� i----- - _ i i � � LIVING � �" � i 3 � I `� 4�A7 3 `� ; rctr i i r��r ;::; ,_. ,_ :::. .� � ° �-- -� � i ;::::; i 4 � � SINK - - >:::_::: 4 ;_ _.>:::.. �---- :;>°::::;::::; � UPPER CAB --2 �17.3 �5 � o� ;; L----- - --- ;:::::'` ::;::: SHELF OVERHEAD � �--i � — i i � LIVING 4 BEN � ��H W TWO 2 COAT � 'r"'' �/] O � � � � � � 4 %\pW ---- i � 4 -' LJVING HO�KS � � C� �I I S � N � �� 1 • cn�PEr v�Nn � — -------� , -� � ,� O � � O I m \ ____ KITCHEN � � �g �, � P �� ; � O 12 WIDE SHELF OVERHEAD � 1 � � .--+ A7 7'9 � � � W/ THREE (3) COAT � _ ` "' �� _ "�' ° ' � HOOKS � � � .� V A7.7 � �+ ^ � N REF � A7.7'9 4 � � � � ;: -.. � ;:. `_> i , : ---------J >':: � •� � � '_ " '_ " �_ �� ° 12' WIDE SHELF OVERHEAD 8'-9 1/2" 5'-1" 1'-8 1/2 g'_5" 4'-5" 6�-1" � 3'-3 1 2" 12' WIDE SHELF 3'-11 1/2" g'-8" Z'-8° � O � 6 11/2 3 91/2 2 3 5-1� W/ THREE (3) COAT HOOKS OVERHEAD W/ THREE (3) ,�,� - n COAT HOOKS � 16'-0° 2-0 4'_�" 6-21/2 3 101/2 3,_g" 3' g" 3'_6° 4'-81/2° 6'-1° 3'-0" � � 18'-D" ' � s UNIT H 2 BR 7 UNITS @ 684 S.F. � UNIT G 2 BR 13 UNITS @ 750 S.F. s UNIT F 1 BR 3 UNITS @ 499 S.F. 5 UNIT E 1 BR 4 UNITS @ 487 S.F. � A31 SCALE: 1/4"=1�-0' (Bldg C) A31 SCALE• 1/4'=1'-D° (Bldg C) A31 SCALE 1/4"=1�-0� (Bldg C) A31 SCALE• 1/4"=1�-0" (Bidg C) � �� • �� LEGEND: RESIDENTIAL BATHROOM HARDWARE SCHEDULE: NOTES: _ . - CLEAR FLOOR OR GROUND SPACES FOR WHEELCHAIRS MC = MEDICINE CABINET; BASCO SLIMLINE WM325PE–W, 16"x26°x3-1/2", 3 SHELVES, SURFACE MOUNT BOTTOM @ 50„ ABOVE FLOOR. 1. SEE 1/8� FLOOR PLANS FOR WINDOW LOCATIONS AND DEMISING WALL TYPES. AS PER ANSI 117.1-1998 TP = TOILET PAPER HOLDER; FRANKLIN BRASS 300 LIBERTY SERIES, 308 BPC, CHROME FINISH, MOUNT (� 26" ABOVE FLOOR. 2. MINIMUM DOOR JAMB � HINGE SIDE = 4". - + TB = TOWEL BAR; FRANKLIN BRASS 300 LIBERTY SERIES, 324 APC, 24° CHROME FINISH, MOUNT � 42" ABOVE FLOOR. 3. DIMENSIONS ARE TO FACE OF FRAMING. SD = SOAP DISH; FRANKLIN BRASS 5500 CENTURY SERIES, 5506 HSF, MOUNT @ 54° ABOVE FLOOR. 4. AREA CALCULATIONS ARE MEASURED FROM EXTERIOR OF EXTERIOR WALLS AND CENTERLINE OF DEMISING � SR = SHOWER ROD; FRANKLIN BRASS 300 LIBERTY SERIES, #177, 3' @ SHOWERS, 5' @ TUBS, MOUNT @ 72° ABOVE FLOOR. WALLS AND ROUNDED TO THE NEAREST SQUARE FOOT. EXTERIOR WALLS ARE ASSUMED FROM UNIT PLANS. DRAWN BY. e�v GB – GRAB BAR 5. PROVIDE BLOCKING AT FRAMED WALLS AS REQUIRED FOR SECURE ATTACHMENT; BATHROOM CH – COAT HOOK. VANITIES/COUNTERS – 1'-10p DEEP AND 32° HT. CHECKED BY REVISIONS. No Descriptian Date 0 18'-3 1 4° 37'-6 1/2" � � 0 14'-0 1/2" 6'-0 1/2" 6'-1 1/2° 8'-0" 3'-4" � 10'-5 3/4" 1'-10" 5'-11 1/2' Q � <.. :::.::.:.:::> � 4 _ _ _ _ _ � 5'-0" �, REF. �/ SINK ISSUE RECORD 2R/2S � N � VINYL C PET � DW \ _ ' I � �, d- � = ,�-, � � �R��g � � 1R/1S No Descnption Date CL05ET � UPPER CAB. 4 KITCHEN ' "' � N I I 4 C PET VINYL A�2 `° "' I CL05ET a- � CLOSET 1R 1S ZV � 4 _ ❑ � � 1 COORD SET. Jan. 23, 2003 o BEDR00�1 4 � � � � SR �C B01 7'-6 � UPPER CAB. I I I _\ \ � � . ^ � BATH � 3� � cV N �• SINK �� o I�� ;.;, I'` ° �� N N � - I 2R 2S 4 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 o gp N., �, m � f VINYL CA � a � 2R/2S 4 4 � � 4 3 DESIGN REVIEW SUBMITTAL I�ar. 24, 2D03 i o - � - � - — — — ROOM _ 4 - N — ! 4 N _ _ � O� e � N L _ 7 4 � 2003 I � A nl 03 ICING SET . � A7.5'12 4 I � 4 A7 6 � - - � 4 PR p , ::_.. >:. 1P ;_ , e 1 D, 2003 4 -----�J � ,, : N ° \ KITCHEN A7.2 5SH A7.5'12 � Tp � �' 4 � SR TB � I � TB 5 PERI�IT SET n � � M � a q r% °' � BATH 1 � 4 � RAISm CNTR., ;,;, � � I � BATH � ' ,�, � a BATH --- -— -� c _ R001� � I�C 4 BATH � 6 +42 UPPER CAB : . 4 �i CARPET �YL UPPER CAB. ° 0 4 � A�� A7.6 0� SD � I R� � � ROOM UPPER CAB R001� 4 / �„ I IO O - Z � CO2 O� SR TB N 1B A � N 5 � �, � 12 A7 5 �� SHEET CONTENTS � , TB , ; �, _ s � , � ' 12'A7 \ � DO1 � , � ;, N � N � ; 4 � 1R�1S _ _ _ _ 1R�1S _ _ _ � N � ; � �HNG � � ;� �, . ��'"� TYPICAL UNIT PLANS ,,,, �,�" ��, r,, ; 4 — ^ "' � � A7.6 1s n��' �� VIN CARPET �YL CARPET �Q�1.,�� %1-4 %; ' 5� CLOSET 4 CLOSET 4 4 N ; A7 6 "' �y"'Q� �'� .: N ° ° �� TB � ' UPPER CAB 7'-10" RAISED CNTR, 03 B02 � A01 � ' A01 ,i KITCHEN i +42" 4 4 � �_ ____ _ CARPET ii�fNYL---� I o 9 � M� �C �� ;Y, hi � i SINK � � `"' 4 ;�� 4 � �, i � --- � 4 ^ ��N� 'i----A7�2 11 �' °' �'� �� A7.2 6'-7 1/2° 2'-3 1/2° 3'-2" 2'-9 1/2" 3'-3° 2'-9 1/2" 7'-6 19/32" ^ � RA GE 4 ;�� RA GE a�� 'i r ' /�%; UPPER CAB. SINK i ___VINYL CIAR�� ,OO�OF CO` �W SINK VINYL �lIRPET UPPER CAB. � �� ----� _ -�' � - � ° o ° i KITCHEN 3 i i i o � •• '° � �, � �, � KITCHEN 3 � -- ,,� _i � IJVING�BEDRQO�I m � ,.;, � �—+--� i � � a i �' o �:O REF. LIVING/BEDR001� � / 2�q�2 � °' �,s j �2 A7 2 � � � M �'� Ed�ard Gdel I =� 4 �DW _ ;/��DW i _ i s �oea I�-20II9 �:� � z � i 1 � � � �� ,.��G CAf�ET VINYL oo � � �r --t -- _- I � FiySFesooee�eoG�� D R ,� A7.7 9 I z ^ � Z REf ~'S � I = '; REF. �N CARP VIN CARPE �'II I "' :_.:_.: : :. :. 3-5 , �� 1 p �Nn PROJECT N0. 021D 12° WIDE SHELF VINYL 5-4 p , „ 12'-0 1/4° 4'-7" 1'-8° OVERHEAD W/ 6'-0 1/2" 9'-1 1/2" 6-0 1/2 -1 t/2 THREE (3) COAT DATE June 10, 2003 HOOKS 33'-9 3/32° 15'-2" �5�-2p DRAWING NO ' f � ' S UNIT D 1 BR 22 UNITS @ 494 S.F. 4 UNIT C STUDIO 1 UNIT @ 468 S.F. 3 UNIT B STUDIO 1 UNIT @ 487 S.F. z UNIT A OPTION 2 UNITS @ 394 S.F. , UNIT A STUDIO 41 UNITS @ 394 S.F. A3.1 SCALE• 1/4'=1�-0" (Bldg C) A31 SCALE: 1/4'=1'-0' (Bidg A) A3.1 SCALE 1/4'=1'-0' (Bldg A) A3.1 SCALE: 1/4'=1�-0' (Bidg B) A31 SCALE: 1/4°=1'-0" (Bldg A, B, C) ; � „ r� � i� _ , . � �/ � �� ,�f \ � � �� 27'-9 1/2" . 9'-91/2° 5'-71/2" 81/2" 2'-31/2° 9�-41/2" , 2'-71/2" 2'-11/2" 3'-21/2" 1'-10" 2'-6° 2'-0" 1'-11/2" ODELL ARCHITECTS, P.C. ARCHITECTURE PL9NNINC INTER10R9 3Z065 CnsBe Court,Suite 150, Evergreen,Cdarado 80439 Tdephooc 3f13670598D Facsmle 303610.1162 , Copyright Ths document rs an instmmmt of sernces,and as such remnins ihe property of the kchdecl Permrssron(a use of lfus doament rs Imled UPPER CAB � � 5� N and cm he eztended oniy by ogreement with Oddl Archdecis,P C � I I 4 � 8 1/2" � ,�, 101/2° , � , � %� � R00 � 4 "' 2'-S" 3'-0" 3'-31/2" 4'-4" 1-11/2 2-31/2 � � �' -i--- � i � � 2 3�A7 �+4� 4 � ",' —�--- �J J '"' i\ o BE�R 0�I o 10 BEDR001� � � � � i 5SH � 47'-0" � o � i s i`� � 11 1/2" '- 2'-11 1/2 � � � 2'-11 1/2" 2'-10 1/2" Z'-2� 1�-10" 4'-4° 11 1/2" 2'-0 1/2" 4'-5 1/2" 1'-10° 8'-4 1/2" 10�-5" 3'-9 1/2" 4 � 4 � COUGHLIN &C011MA:VY�NC. 5'-4 1/2" 1-10 �i ' ° lV � RAIL MO6 4 ^ i o 0 � C , � N08 ;n �� „'� SD : �p Sp o � �;``` Tp S� 5 SH. %�� ,,� � CLOSET 4 ,j, i UPPER CAB 4 � ° T6 � � ° �, iB � ;'��'-L' � — — � : �--� o SR o , , REF � '� 1R 1S 4 01 ' ` � �'� ° '' VINYL CARPET "' `V � � `� "' � --- � � I �' R 4 ,�� - - �- �--�----- UPPER CAB 4 4 ��' �' � �� j�t1 � - - UPPER CAB R � UPPER CA 3 A .6 4 ,, � i i i I ' �� , ��,�� SD 2 _ , I � i � � � �, N N ��/i�♦ � U ER CAB " 2 BATH "' � BATH � ,; � 4 STDRAGE �O i KlifQtHEN 6�A7.� 5 i DININ � 4REF pW\ SINK G, � � � � � _ ROOM � R001� 9 A7.6 � 00 ��bNGE i �i-——�-�-�- -J — — — — — - � � � ��/ I N N09 ❑ �- � � � � �- �� --� _ 10'A76 o N 5SH o N09 ,t-N, 5SH ` �� -O�PER CAB, � 9 I 7 A7.4 \ � ,� BATH o � i i � � � �-- ,, ", ^ � � , ° � o O � '%; DW '� � �- ;� ;' 6 4 " I N 4 i i � i i � i '' � � � � '>�IC TB � � 4 � � Z `:::> �IC � Z ;' �T.n S�oK � \/ 4 4 � M �� _ 1�04 i � �7 3 'I2--�--i-----� RAON �; -' ° I�C BAiH Z 5SH Z 'yo 4 ,%�� /\ � ' 5'A7.6 ' ' i ' : "' � ;:. :. — N — 8 , iii iiii, _>:= R� 4 � y ; � ` RAISED CN1R, ;D � � KIT�HEN ;::<: , ' 4 ;:: e . 5 �P a � 4 � +42 � FIR OUT AT �_ � `�� J L---- �'% ''' O � � � N06 � N05 4 4 � EXTERIOR PLU�IBING 2'-6° �;� � 4 ¢ 4 N �,�.� CL05ET � N WALLS ONLY FOR ° � � M03 4 �'� � � ^ � � N " \I CLOSET o 4 ��„ - - - - - - - - - - a ^ I�C — — � N E:::l. N I � 4 4 N N �� N 4 4 4 � -� � �: 1R/1S _� _ ;. � � , \I o � ,.,, — :::: :: z � - - - - - - n �-, 4 - `" Z � 1R 1S `° :' 2R/2S o � ' CLOSET � ^ � � - - - - 4 N 1R/1S - - - - 1R/1S - - - - _� �BNCH ::;_ o "' ^ CLOSET d �OS� 4 ° ° 4 CLOSET � `�' �02 � RAISED CNTR,, �� "' `� z CA PET VINYL + t4z' !� - Z N04 4 N04 4 4 NO2 _ � A7 3 DINING � � M 12' DEEP SHELf � •�•� .�.�.a � .� � O - 4 � OVERHEAD W/ FIVE � Z (5) COAT HOOKS uv�NC � � � � � s Y N BEDR00�I ¢ 3'-9 1/2" �� _� BmR00M LIVING 4 � � O � � � BEDR001� BmR OM � ^ _�° ENCH_� ° � � � � 4 � 4 � .� � � 4 4 A7.7 CARPET VINYL 9 \ �O � ^^ _ � '� � •�1 � UNIT N OPT 3rd FLR ONLY 1 UNIT @ 1228 S.F. SCALE• 1 4'=1'-0' Bld A A7 7 � N O � A3.2 / ( 9 ) ::.. ;:.; � >::::. - � � � �� _ ° �_ " ,_ �� ° � ° ° � ° �_ ^ 3'-9 1 2° 12" DEEP SHELF 5'-10 4-7 1/2" 2-10 1/2 2 7 1/2 2 9 1/2 2 p 2'-3 1/2 2-6 2'-11 2-7 12 2 / OVERHEAD W/ FIVE � 101/2" (5) COAT HOOKS � 2�_�u 2t_2n 2�-A° ��-�� 6�-4� 5�-U� 6�-�� Y � 6 UNIT N 3 BR 2 UNITS @ 1228 S.F. 5 UNIT M 3 BR 5 UNITS @ 1031 S.F. Q,) A3 2 SCALE. 1/4'=1'-0' (Bldg A) A3 2 SCALE 1/4°=1'-0° (Bldg C) �y � � LEGEND: RESIDENTIAL BATHROOM HARDWARE SCHEDULE: NOTES. ' � � ` CLEAR FLOOR OR GROUND SPACES FOR WHEELCHAIRS MC = MEDICINE CABINET; BASCO SLIMLINE WM325PE—W, 16"x26°z3-1/2", 3 SHELVES, SURFACE MOUNT BOTTOM � 50" ABOVE FLOOR. 1. SEE 1/8" FLOOR PLANS FOR WINDOW LOCATIONS AND DEMISING WALL TYPES. AS PER ANSI 117.1-1998 TP = TOILET PAPER HOLDER; FRANKLIN BRASS 300 LIBERTY SERIES, 308 BPC, CHROME FINISH, MOUNT � 26° ABOVE FLOOR. 2. MINIMUM DOOR JAMB @ HINGE SIDE = 4". TB = TOWEL BAR; FRANKLIN BRASS 300 LIBERTY SERIES, 324 APC, 24" CHROME FINISH, MOUNT � 42" ABOVE FLOOR. 3. DIMENSIONS ARE TO FACE OF FRAMING. .- SD — SOAP DISH; FRANKLIN BRASS 5500 CENTURY SERIES, 5506 HSF, MOUNT � 54" ABOVE FLOOR. 4. AREA CALCULATIONS ARE MEASURED FROM EXTERIOR OF EXTERIOR WALLS AND CENTERLINE OF DEMISING SR = SHOWER ROD; FRANKLIN BRASS 300 LIBERTY SERIES, #177, 3' � SHOWERS, 5' @ TUBS, MOUNT @ 72° ABOVE FLOOR. WALLS AND ROUNDED TO THE NEAREST SQUARE FOOT. EXTERIOR WALLS ARE ASSUMED FROM UNIT PLANS. GB — GRAB BAR. 5. PROVIDE BLOCKING AT FRAMED WALLS AS REQUIRED FOR SECURE ATTACHMENT; BATHROOM FIR OUT AT CH - COAT HOOK. VANITIES/COUNTERS - 1'-10" DEEP AND 32" HT. DRAWN BY. e�v EXTERIOR PLUHIBING � WALLS ONLY FOR CHECKED BY PIPE INSULAl10N 27'-9 1/2" 28'-0" REVISIONS. �-� ��2p No. Description Date 3'-4" 2'-81/2" 3'-91/2" 2'-11/2" 3'-8" 12'-2" 2'-71/2" 2'-1" 3'-41/2" 2'-31/Z" 81/2° 2'-31/2" 9'-41/2" 1'-10° 2'-31/2" � � :.. :::;. ;. ` SR UPPER CAB. , TP i� � SD 25'-0" � I �� i � o � � � Tg �4 SD '� i R00 i � 4 °� � 3'-51/2° 2'-81/2" 5�-111/2" 1'-10° 4'-31/2" 3'-6" 3'-3" � 4 � 2 -�-- � � � _;___J � UPPER CAB "' 3�A7.6�i4 i _ � � G-- �— � o, B�TH 1 �' Y - ,�, BEDROOM R�Q� r, � � BmR00M o� K1D 5SH ; 4 � � � i �s' � 2 ;. 4 � i�, BEDROOM � i LIVING � _Z _��' ISSUE RECORD �;-- - ° � 4 4 � W � i C �; `I ¢ 4 N � No. Descnption Date 4 I " 4 � A7.4 \ = KO6 �� N K08 ^ BmR00�1 4 BEDROOM N 1 COORD SET Jan 23, 2003 ��03 �n 4 � 4 � RAISED CNTR., � � r�nsFr � I � � N N � . N � � U v 4 +4z � ,� - - - 4 � I �Q,� 4 zv N m Z DE31GIr IiEVIEYI 3UBMITTAL Fc� 10, 2003 ; N CL05ET 1R/1S , � -- 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2D03 M 6'-4" 1'-3 1/2" 4'-2 1/2" o � N 4 I � ' �� J03 4 ' — - - 4 L02 4 -'! � 4 �'��'�� o �� ""'� 4 PRICING SET April 03, � "' 1R/1S - - 4 REF. /� ,,� 2003 � N SINK ,,� UPPER CAB C L O S E T `V � \ � SR �W ' ;� � June 10, 2003 � ; , E 4 4 UPPER CAB o � � � — — — — — — ---- � � � L04 ` f, 1 - - - - �., � — - - - 4 c4� o i i i i i i i �;�� `" 1R/1S 4 �„ � � - -- - � N � T � I � � � � � � � � � �` °, ' � � o0 o i 6 cn I I I I �� I I I i c.i N ; �� R F. N � N � _� ;� � 4 �� CARPE �VINYL � KII�CHEN �--�-----J RAONG � � � \ 3� �� Jpl J05 4 `: "' � �, "' 1 A7.6 � ° �� 4 `V M ' 5 A7.6 i i i A7 3li'12 0� °° `V NYL CARPET N � BEDROOM 4 \ � --—-- L � � L ��j �, N ;> — — J04 4 — —CLOSE — — — � � SHEET CONTENTS: 4 `, � BqTH � � �___ � i �, BATH ' h �----i UPPER CAB FIR OUT AT o R00�1 CARPET 11 ' , TYPICAL UNIT PLANS � N �` O i;3; ' ; EXTERIOR PLU�IB G - o C'' � �- Tp 1R/1S _ � � I� \\\y N� KITCHEN 1�N1� i CARPET � WALLS ONLY FO � "� � K03 4 _ _ _ _ _ _ _ _4 _ _ �-�' N �M � � 4 4 N L05 N ( QO i �,A�� PIPE INSULATION FIR OUT AT � �� 4 '�� ____� i N � EXTERIOR PLU BING ' � � � �`� ----- � � � 1R/1S — — — N � �� '� "' CLOSET 4 LJNE OF WALL 11'-41/2" �° WALLS ONLY R � 2 RAI�ED CN , \ N o PIPE INSULAlI N I \/ o ' `�' 4 4 ��. SINK � Wj o Y BELOW � ° �%� � `� �T� � l\ � � 4 N 4 K02 RAISED CNTR, UPPER CAB �N� � 4'A7 3 LIVING I � , �� 9 ^ _ � . . � , _ +42" � � KITCHEN 0� C � o � L07 Tg 4 10'A7 7 � LIVING A7.3 DINING � � o � I � �� •`a � 5 SH �-- �, N B TH � 5 5H � ;; SINK � 4 °' h' �� a ¢ � r VINYL CARPET OOM a 4 � � — 2 A7.3 5 � t. .•' O . � dward Udell � " �' 4 � _ � \/ '�I EF. � • e� , o DW I 1'-ll l l/ s N BEDR00�1 4 A� UPPER KB � s ;,�, ° �' BEDR M 4 /\ 4 "' ��s� ts-20II9 � G� � ��_9� Z � i ,� �. � 6 r ;,� � F�L��'••.......•• �`��. �..-, ", � TB = CARPET VINYL SFD ��.� I - - - - A G ��lh i n V I _ � �, o ° 4 gR 1 o I W 4 A7,7 g �� N 4 VINYL CAR ET DINING � '�' a 2 9'A7.7 I ❑/ � o � I U � J U Z � O O Im I\ � N _� cV � � : ;. .;.:.:i:: .:.::.:.. ....... .:::.:. .:. .. _. .... i: 2�_p � Z° �'_� ��2" PROJECT NO.. 0210 1'-6 1/2° 4'-0" 9'-10° 2'-3 1/2" 1'-9" 2�-3 1/2" 2'-7 1/2" 2'-B 1/2" 4'-3" 12„ DEEP SHELF 2'-S 1/2° 2'-1 1/2" 2'-1 1/2" 1'-10" 6�_5�� 5'-4 1/2" 3'-6" 2'-9 1/2° � 5'-2 1/2" 3'-11 1/2° 4'-3 1/2" 3'-6" 3'-3° OVERHEAD W� THREE (3) 12 DEEP SHELF DATE June 10, 2003 COAT HOOKS OVERHEAD W/ THREE (3) COAT HOOKS '-51/2" 1'-1 1 ' ' 2 t/2° , 2'-4 1/2° 4'-2 1/2" 13'-7 1/2" 2'-3 1/2" 5'-3 1/2° 2'-4" 4'-3° DRAWING N0: 4 UNIT L OPTION 2 UNITS @ 937 S.F. 3 UNIT L 3 BR 15 UNITS @ 937 S.F. � UNIT K 3 BR 19 UNITS @ 943 S.F. , UNIT J 2 BR 3 UNITS @ 706 S.F. � A32 SCALE 1/4'=1'-0' (Bidg C) A3,2 SCALE: 1/4"=1'-0" (Bldg C) A32 SCALE: 1/4'=1'-0' �- �- � (Bidg C) A32 SCALE. 1/4-1 0 Bidg C - NOTE. REI�SED DOOR LOCATION AND DIMENSIONS {" ' � � ,\ � � . , � 0880D-PLATE GLASS MIRROR, 09300-CERAI�IC T1LE, • I 24x36 4x4 � 2 walls WASHERS & DRYERS, 0 D E L L A R C H I T E C T S, P.C. L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —NTC— — — — — — — — — —— — — —— — — — — — — — — — — _ �� ARCAITECTUR6 PLANNINC INTERIOR9 ;:_ ;::>::> >..;: �, - 3ZU65 Castle Court,Smte 150, Evergreen,Cdarudo 80439 � � Tdephane�3(13.67Q5980 Faamu1� 3(1�6107162 / o � I I Copynght Ths dceument�s an mstmment of sernces,and as such remams W W I I ihe property af the Arch�lecl Permrssim fa use of lhis davment R rmited PT � I I and cm he e�ctended mly by agreement with addl Archdecis,P G 6 UPPER CAB. N RESTR00�1 D D I I � P-LAM CN1R. �36" ,;., �NK 4 A111 - - - - � I I A7.7'5 �3'-11 1/2" ^ � 5'-11 1/2" 13'-41/2" ^ I I A7.7 I I COPY � LAUNDRY I � ROOM � � A110 � � �IECH A114 � a PT • VINYL S C I � A108 5'-0" 4'-0 1/2" 5�_p° � 36 HT P-LAI� CNTR � � � �O�G�-D.IN 8L COMPA'VY INC. - 06100 3x6 WOOD DECKING � sl°K 6-�p I I � � AT LANDING I I o LEASI A"OFFICE � I I - �, � I I I I CD I A � 06100-WOOD TREA � � W W �p� �^' W W W W � 1055D-I�AIL BOXES, � to �, � RISER AND STRINGER ¢ � �� Re Manuf for rough „� � �' �° opening f16 depth � _; o � I � LA109 I � I STAIR � � ; � 05510-METAL STAIR & RAILING, A300 � ° I � � Sharon Stair ' � � � O � `a — — — � Q W -� WAIiING � - 05500-METAL RAILING, Sharon 5toir A��2 � A PET VINYL � � Manuf finish 05500 METAL RAILING, _ _ _ IN 5 I ^ UNIT N Manufr�fni h� �, ,.�, � � OPT. � A301 �-06100-3z6 WOOD DECKING RECESSED FLOOR I�AT " � STNR ,t° UNIT A � ;, AT LAN i A107 � A106 �� a- ` � 03300-GRADEETE SLAB ON � � � - D D D D i � .� v� o � � BUILDING A - EAST STAIR - THIRD FLR. - - - - - - - � ' � '- � _ �"'' � � � A3.3 SCALE: 1/4"=1'-0" I / 1 ` O �-+ � O I �l f�� I�1 �� '�"'� � �i � �7 I ``,�-� � O .;� � �, � �--� � �� O � '` A � 5 BUILDING C- LAUNDRY 4 BUILDING A- OFFICE LAUNDRY � TOILET ACCESSORY SCHEDULE FOR PUBLIC RESTROOM. � , � n3 3 SCALE 1/4"=�'-o" TP = TOILET PAPER HOLDER/DISPENSER; BOBRICK 64288, ADA MOUNTING HTS. n3.3 SCALE 1/4'=�'-o° � 5'-0" 4-0 1�2� 5-0 PT = PAPER TOWEL DISPENSER/WASTE RECEPTACLE; BOBRICK B3944, ADA MOUNTING HTS. o SD = SOAP DISPENSER; BOBRICK B2111, ADA MOUNTING HTS � ;r, 06100-3 6 WOOD DECK G A LANDING GB = GRAB BAR, BOBRICK B61616, ADA MOUNTING HT. _� o � �� 06100-WOOD TREAD, LEGEND: RESIDENTIAL BATHROOM HARDWARE SCHEDULE: NOTES� � =, RISER AND CLEAR FLOOR OR GROUND SPACES FOR WHEELCHAIRS � � n �� ° � � STRINGER MC = MEDICINE CABINET; BASCO SLIMLINE WM325PE-W, 16 x26 x3-1/2 , 3 SHELVES, SURFACE MOUNT BOTTOM (� 50 ABOVE FLOOR. 1. SEE 1/8 FLOOR PLANS FOR WINDOW LOCATIONS AND DEMISING WALL TYPES. , W � AS PER ANSI 1171-1998 TP = TOILET PAPER HOLDER; FRANKLIN BRASS 300 LIBERTY SERIES, 308 BPC, CHROME FINISH, MOUNT @ 26" ABOVE FLOOR. 2. MINI�IUM DOOR JAMB � HINGE SIDE = 4". � � � - 3. DIMENSIONS ARE TO FACE OF FRAMING. . � � � TB = TOWEL BAR; FRANKLIN BRASS 300 LIBERTY SERIES, 324 APC, 24° CHROME FINISH, MOUNT � 42� ABOVE FLOOR. � STAIR SD — SOAP DISH; FRANKLIN BRASS 5500 CENTURY SERIES, 5506 HSF, MOUNT (� 54" ABOVE FLOOR. 4. AREA CALCULATIONS ARE MEASURED FROM EXTERIOR OF EXTERIOR WALLS AND CENTERLINE OF DEMISING � _ _ , , n�oo SR = SHOWER ROD; FRANKLIN BRASS 300 LIBERTY SERIES, #177, 3' � SHOWERS, 5' � TUBS, MOUNT � 72° ABOVE FLOOR. WALLS AND ROUNDED TO THE NEAREST SQUARE FOOT. EXTERIOR WALLS ARE ASSUMED FROM UNIT PLANS. 5. PROVIDE BLOCKING AT FRAMED WALLS AS REQUIRED FOR SECURE ATTACHMENT; BATHROOM � _ _ _ ° � VANIIIES/COUNTERS — 1'-10" DEEP AND 32° HT. 0 � _ � 05500-METAL RAILING, ' o Prefobricated, UNIT N � Manuf finish DRAWN BY• BJV BAS A201 • �pp-3x6 WOOD DECKING � CHECKED BY AT LANDIN � 16'-5 1/2" REVISIONS. � No Description Date 2'-3 1/2° 11'-9" 2'-5 1/2° 0 6 BUILDING A - EAST STAIR - SECOND FLR. 3��-6 ,i�° 0 A33 SCALE. 1/4"=1'-0" 5 ��2° 0 3�-81/4" 3'-31/4" 5'-71/2" 1'-10° 13'-6° 1'-6° 1'-0° 4'-61/2" 2'-1 1/2" Q � Q � 4 BmR00M 2'-3 1/2" 5'-6° Q � _ N � 4 '�' 4 � ISSUE RECORD i W r I .;:.>. I SD L . I ° M � 2 � SR �H �1N� UPPER CAB. No. Descnption Date � o � � ." � N . — — — — 5-0:._::. : o \I o - I I TP BATH - , ^ 4'-01/2" 5'_p° A7.4 13 4 11 N � UPPER CAB. � 4 � N �' DINING �' I � SINK � � 1 CQORD SET Jan. 23, 2003 o �- -- �I I� ;: R00�I 13 � � 'r' C o, � � (,�� —� � 4 Q, I IU�A7 4�IZ � ' o, "' 9 DESICAI REUEW SUBAIITTAL Fo6 10, 20�3 06100-3x6 WODD DECKING � 4 � ( � �2'A�•� � � 3 DESIGN REVIEW SUBMITTAL Mar 24, 2�03 AT LANDING o N., SR � SD TP , 4 I I � UPPER CAB. M I DW j 4 PRICING SET April 03, 2003 - -' � 2 BA� I N I o - - - � R00�I I ° 4 I � 4 Z � KITCHEN 11; 5 PERI�IT SET June 10, 2003 CARPET VINYL r s o � � A7 6 � W Rff _� F01 \ 4 v M � RAISm CNTR., STAIR � W 4 M 4 +42' 4 � � I ARPET VINYL � atoo � � CARPET wNn 4 4 5� UNIT PLANS AND <t cV � I °' Ay�E �' \ 06100-WOOD TREAD, RISER U N r+-) AND STRINGER, RE STRUCT UPPER CAB. , � ENLARGED PLANS N � g o 5SH � � �ipW � — — — � � STORAGE ' � ° ITCHEN LIVING LIVING "' 05500-METAL RAILING, Prefabncated SINK UNIT N I�anuf finish o � 1'A7.3 4 4 55H 4 0� E A101 � — { 0 N �1 s�ea •.� C 0 �---03300-CONCRETE SLAB ON 4 ° � - � °°°' , ,� GRADE `; — = — � `° :� � BmR00M BENCH � `V � � r a ^ REF. 4 ENCH 9 � �-° artl Udeli i� , � . � ° � a b-2U�9 ca `v ❑ I°Qa �� — A>> ��,voe ooe�w`' � �o O P�G A ^ \ • U ' 9 CARPET VINYL � SF•�.�••. � a � � � � A7.7 �-, �•I 12" WIDE SHELF >.:;::_: :::_ ;<: , ;:.. .:..:::::.:.:::::::::.:.:.. > :. ,.. ° .: ING A - EAST STAIR - FIRST FLR. OVERHEAD W THREE 3 3 BUILD 3'-3 1/2" 6'-1" �, �w COAT HOOKS 10'-4 1/2" 2'-2 1/2" �'_�p° 14'-1D 1/2" 2'—� 3/4" OVERH AD WELFIVE DATE June 10, 2003 � A3 3 SCALE 1/4"=1'-0" (5) COAT HOOKS " 3'-0" 6'-1" ��-4 ��2� DRAWING N0. � . � z UNIT P 1 BR 3 UNITS @ 499 S.F. , UNIT 0 1 BR - MANAGER'S UNIT 1 UNIT @ 1026 S.F. • � A3.3 SCALE 1/4'=1'-0' (Bldg C) A3.3 SCALE. 1/4'=1'-0' (Bldg A) _ _ . �,; - � � ;Y�'� � ,,� � � / ` 4 3 2 , A5 2A A5.2A A5.2A � � � � 06100-FREEZEBOARD, PTD ODELL ARCHITECTS, P.C. I I I 0731�-ASPHALT SHINGLES, ARCAITECTURE PLANNINC INTERIOR9 10200-LOUVER, Metal, Paint 32065 CasHe Court,Smie 150, E�ergreen,c�a��ao aoaas Tdephane 3036705960 Facsimle 3036707162 D � g q 10200-LOUVER, I�etal, Paint Copynght Ths dceument�s an mstrument af sernces,ond as such remou�s 04400-STONE VENEER, �Robinson Rock�, � 3 4 2 1he propaly of ihe kchded Permissian fa use of 1Ms doamenl is Cmded A5.2A 4 044�0-STONE VENEER, °Robinson Rock", A5.lA 3 A51A A5.1A 2 1 nnd cm he ectended mly by agresnent wilh addl Architects,PC - 06200-RS WOOD SILL AND FRAME; Stain 06200-RS WOOD LINTEL AND FRAME, 062DD-RS W00� FASCIA, Built up 2 , � p� 09210-STUCCO; 3 coat system, TO RIDGE � Stain � � � Stain � B271,_4.I Paint Color B �, g271'-4" 07600-SHEET METAL COPING CAP I I I I 06410-RS WOOD SHUTTERS; Stain 03000-CAST IN PLACE CONCRETE, - = 03000-CAST IN PLACE CONCREiE, I 01310-ASPHALT SNINGLES; I Hazard mitigation wall, Hazard mitigation wall, - Re Structural Re Structural ° _ - 03�D0-CASTIN PLACE CDNCRETE; 13'-4" 3'-3° _ - _ _ 05000-SWING OUT METAL DOORS � �OUGHI.IN 8L C011MA:VY INC. � _ - _- - 09210-STUCCO, 3 coat system, Hazard mitigation wall, Re Structural _ _ _ _ _ _ _ _ � _ _ _ / 07200-COLORTBSlUCCO SYSTEM � - � / _ � , - �,. —I � L—_--_ �'�, � T0. STAIRS --- � --- -------�------------ J i ,. _ - -- -------------------�------------------ EXISTING GRAD EL 8255'-1 1/2° -_ - _ _ _ — � i EL 8243'-0" - i T 0. RIDGE o � _ - i ' � - i _� EL 8252'-9' - � u�, — _ = o o �,° `° � o_i — - � � � � � � �"' T 0. STAIRS — — — — — — — — — — — — — — o ❑ � �� EL 8146'-5" � ° ° � �� i I 6'-0° � � � � � �� I 0550D-BOLLARD, TYP 6'-0° � ------�� 1HIRD FLOOR�, THIRD FLaOR 6'-0' 6'-0" TO PLAiE � � EL 8240'-7" EL 8240�-7" 6'-D° 6'-0" 6'-0° EL 8240'-0 7/8� O � �� ----- � � I I � - I � �� I iHIRD FLOOR I I 1HIRD FLOOR `° -f� � � EL 8232'-0' I EL 8232'-0' � SECOND FLOOR "' -� � SECOND FLOOR �, SECOND FLOOR I I �� EL. 8129'-7' ` �� i � EL 8229'-7" EL. 8229'-7' I _ �� I � ��------ I � I SECOND FLOOR � --� � � � •~ - ��-� � i I EL 8222'-s �/z• � � ''p� I �� I � • � s� I I T 0 CONCREIE� T 0 CONCRETE I_ — — — — — — — — — — — — — — — — — — — r"� '� �..� � EL 8218'-6" EL 8218'-6" I O � � O � � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T 0 CONCRETE�, O - � r ■ . �, .� � EL 8213'-6' `� � � � � � •--� CC3 . N � � 4 BUILDING 'A' EAST ELEVATION 3 BUILDING 'A' NORTH ELEVATION A � . , , '�i A41A SCALE: 1/S-1-0 A41A SCALE: 1/8'=1'-0' _ � � � � � �� • �� J DRAWN BY: BAS CHECKED BY 06200-WOOD FASCIA, Bwlt up 2z, 07310-A Stoin " Owens Cornmg - Oakndge Pro 40 7720 -SNOW FENCE REVISIONS. 1D200-LOUVER, Metol, Paint � No. Description Date 2 2 4 3 3 4 A5 2A 0921D-STUCCO; 3 coat system, A5 tA A51A A5 tA Q Pamt Color A 04400-STONE VENEER, °Robinson Rock°, T Q �p�� Q "Alpirsbach" � EL 8271'-4' Q � 06200-WOOD SILL AND FRAME, � I � � 5tam - -- 0 I 07310-ASPHALT SHINGLES, Q C Owens Corning - Oakridge Pro 40 ° - E r TO RIDGE 7720 -SNOW FENCE -- g'-p"-� -_ '->>" � EL 8254'-e' 05500-METAL RAILING, Prefabncated, - - - - - - - - TO RIDGE �lanuf fimsh - - � EL 8259�-7" - - - - T 6. RIDGE - - - - ISSUE RECORD a e2�s'-e• � - - - - - � - - - - � - No Descnption Date T 0 RIDGE �, T 0 RIDGE -�' - EXIS NG�ii��-9' EL. 8252'-9' _ - _ _ - EL 8239'-0" � _ _ _ t COORD SET, Jan. 23, 2003 o - � - 7 �ESIGN REVIEW SUBNITTAL Feb 10. 2003 � _ '0 3 DESIGN REVIEW SUBMITTAL I�ar 24, 2003 � - i - r� 6._9„ - - - -"' 4 PRICING SET Apnl 03, 2003 � -o _ - 5 PER�IIT SET June 10, 2003 - _� _ - - - THIRD FLOOR�, ---- � � _ _ _ L--- I — - - - — - - - r--- � i (— —J� caa�e _ ca.ae e A9 t2 oa�a�e cao�e _ - - - - - EL 8240'-7' �---- ---_� i i �L �,� � � � o � � B caat c oaa�e = - � —� � � ( �� '� d- —'o _ ---- XIS ADE �----i ---i-u1 L - - � �_ • o �, = SHEET CONTENTS: i I I Z _ r� � � � - - - T - -� T - - > > T 0 1HIRD FLOOR N � � ; ; �1�--�-� EL 823r-o• ;� � � _ _-_- - -� _ _- ^ = BUILDING A ELEVATIONS � i i i � 11 `i - - - - SECOND �LOOR�, � i i i i ��Z Z � As 12 � � � o � � � - - EL 8229'-7' I I I I � � �--� I � - � ii ii ii -� � -- - - - � � � � „ � � _ � -_ , -- � i i i i i �----- i ---- ZC_, � _` .. I �;=;,, T 0 SECOND FLOOR `� ° `� _ - - I I I I j j I I I 11�� I I i i i I 11 i 3 El. 8222'-9 1/2' `� _"' � _ � �� ' � I I I I � � � � �� \ �e0000ao os>oe � � i i i i i i i r-----i i i �21 i — � � � � � � � _ - T.O.CONCRETE ��'� � �,�'� I I I i � � I I � 1 � I I I I I I I � � � � � Z — � � � . I I � � I I I I I o n � � — EL 8218-6 � �e � o i i i i j j j j � � �====a — — � — — -� ' � Li� • - - - ° I � � i i r � — ^ _ - � _�- - - _ - = � � �� Ld�ard O�eli s ii ii ii ii � i s i — _ , , _ � s�'�' I � � � � � � � � i i �ir � TD CONCREfE _ � - 0 0 — � _ -- -_ _ � _ _ _ ;.�, �, 07600-PaITiER AND DOWNSPOUT, �/oo �y-2��9 �:� TO CONCRETE L _ i i i i i i i i _ - - 09210-STUCCO 3 coat s tem, `� /' /�, ,,,,,e EL 6213�-6� r=—�—r�r=�=L=T—r—'--� �—�-C=� �—�J—� �J — —i E1 8213�-6� - - - � � o ,o°�!V I I I I I I I I I � ��o,°p °°ea°�{�� L----_J L___--1-----J L_----J L---_-JPmn t ' \ ,(f/� S � ��G�'"� U"! , . .�( � COLOR C � r1 05500-METAL RAILING, Prefabricated, Manuf finish PROJECT N0: 0210 09210-SillCCO, 3 coat system, Paint DATE June 10, 20D3 � BUILDING 'A' WEST ELEVATION 06200-WOOD SILL AND FRAME, , BUILDING 'A' SOUTH ELEVATION sto�� " A41A SCALE: 1/8'=1�-0" , , A41A SCALE, 1/8'=1'-0' DRAWING NO.: 04400-STONE VENEER, Robinson Rock, "Alpirsbach" - 07600-GUTTER AND DOWNSPOUT, Paint 06470-W00� SHUTTERS, Stain � ' --* � �' r \ � � . � . ODELL ARCHITECTS, P.C. ARCHITECTURS PLANNINC INTER10R9 3ZU65 Costle Court,Swte 150, E�ergreen,Cdarodo 80439 Tdephanx 303670.5980 Faamu1e 3036707162 CopynghL Ths docummt a an mstrument af sernces,ond as such remams ihe property of the Mchdeci Perm�ssian(a use of lhis doament is Cmded ond cm he extended only by agreement with Oddl Archdecis,P G C D , A51 A CO�GHI.,IN&COMPA�VY INC. � � 1 06200-WOOD FASCIA, Bult up 2z, Stain 07310-ASPHALT SHINGLES; 06200-WOOD FRAME, Stain 09210-STUCCO, 3 coot system, 07200-3 COAT STUCCO SYSTEM, Paint j+(1 COLOR 8 ��, 06130-SOLID TIMBER fRA�11NG, � � 06470-RS WOOD SHUTTERS; Stain Stain 03000-CAST IN PLACE CONCRETE, 04400-STONE VENEER, °Robinson Rock", o �� Hazard mitigation wall, "Alpirsbach� � Re 5tructural � O � � �� _ � -�-� � � � �•1 � '°� - � '-' C� � . � ( _ _- � � � o �"i""', � .� � � o � ,� I �, � � � � � I I � � � A � � I I � � � � - � - - - - - - - - - - - - - - - � 4� � � 5 BUILDING 'A' NORTH ELEVATION 4 BUILDING 'A' WEST STAIR ELEVATION � A4 2A SCALE• 1/8'=1'-0' A4 2A SCALE 1/8"=1'-0" �� • �� DRAWN BY: BAS CHECKED BY REVISIONS. AB C � No. Descriptian Date , 0 07600-SHEET METAL SCUPPER A5.tA 0 AND DOWNSPOUT 07310-ASPHALT SHINGLES, 07600-S'�iEET METAL COPING CAP I � � 08570-VINYL WINDOW 0 07310-ASPHALT SHINGLES, 06470-RS WOQD SHUTTERS, Stain � - 03000-CAST IN PLACE CONCREIE, _ 03000-CAST IN PLACE CONCRETE 0 Hazard mitigation wall, _ STAIR, Seal Re Structural - - - - - _ � ^ 09210-STUCCO, 3 coat system, _ _ - _ - - - Pamt Color B - _ _ - _ _ TOP OF PARAPET D C ISSUE RECORD ELECT AND GAS METER --- ---- - ------- _________� � _ � _ 06200-RS WOOD BRACKET, Stam LOCA110NS �° - No Descnptian Date 09210-STUCCO, 3 coat system, � n � P��t 06200-R S WOOD FASCIA, Bwlt up 1 COORD SET, Jan. 23, 2003 � � � � � 7-6 � ,� , ain � I I I I - oozoo-woo� rrpM�, 3�� 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 L J. LIJ �I� 09210-SlUCCO, 3 coat system, 3 DESIGN REVIEW SUBMITTAL I�ar. 24, 2003 i Pamt TO PLATE� 4 PRICING SET Apnl 03, 2003 � 04400-STONE VENEER, °Robinson Rock", EL 8240'-0 7/8' 5 PERMIT SET June 1D, 2003 � � � � � � N \ �, THIRD FLQOR� � � EL 8232'-0' - SHEET CONTENTS g � ° BUILDING 'A' ELEVATIONS � � �� o ; � N ^ cV \ SECOND FLOOR � �, El. 8222'-9 1/2° N \ I O O� � I — � ��.�N� « •. � � - - - - _ T D CONCRETE� � +�'90 - EL. 8213'-6' y. ' g �O � � o Edward Odell �� ; � u•2U89 �:� ��'• ,�,.��G 04400-STONE VENEER, °Robinson Rock°, �FNS�D•�ARG�,�� .� �" PROJECT NO• 0210 DATE June 10, 20D3 , DRAWING N0: 3 BUILDING 'A' WEST ELEVATION AT TRASH ENCLOSURE z BUILDING 'A' SOUTH ELEVATION AT COMMUNITY ROOM , BUILDING 'A' EAST STAIR ELEVATION A42A SCALE: 1/8'=1'-D' A42A SCALE: 1/8"=1'-0' A42A SCALE: 1/S'=1'-0' � � . � ` � / / � � , � ODELL ARCHITECTS, P.C. ARCHITECTURB PLANNINC INTBRIDR9 32065 C�tle Caut,Smte 150, Evergreen,Cdarodo 80439 Tdephan� 3036705980 FocsimBe 3076107162 Copynght Ths dceument s�mstmme�t af sernces,ond as wch remoms 1he property of the Mchded Permissim far use of 1hrs document�s Imited and cm he extended mly by agrcement with Oddl Archdecis,P G 06200-WOOD FASCIA, Bwlt up 2x, 5tain 09210-STUCCO; 3 coat system, Paint 06130-SOLID 11MBER FRAMING, T.O. PLAiE TO �DGE Stain EL. 8270'-0 7/8' EL 8269'-9' 06100-WOOD FASCIA, 2x4 \..C/ GO�GHLIN 8L COMPA'VY INC. over 2z10, Stain iHIRD FLOOR 06100-2z10 FRIEZE BD, Stain EL 8262'-0' 09210-3 COAT STUCCO SYSTEM SECOND FLOOR � — — EL 8252'-9 1/2' � 9 � A9� STUCCO COLOR C o � � � O s BUILDING 'B' EAST ELEVATION 5 BUILDING 'B' WEST ELEVATION A4.18 SCALE 1/8'=1'-0' A4.1B SCALE. 1/S'=1'-0' � �� ` 1 5 2 3 4 , A5 26 A5.2B A5 2B A5 2B A5 2B � � \� � � � ''C� 1 � � � , A5 4B STUCCO COLOR A STUCCO COLOR A STUCCO COLOR A O .�., � O � O I I I I I �� ,� � 07310-ASPHALT SHINGLES, C� �+ � S1UC 0 COLOR A Owens Corning - Oakridge Pro 40 � �..� � � � ^'+ ..-� 7720 -SNDW FENCE � � S1UCC0 COLOR 8 N O � STUCCO COLOR B � 9 � A9.7 T 0 RIDGE � EL 8279'-3' � TO RIDGE ' EL 8276'-7" LO RIDGE ,� � EL. 8275'-3' � STUCCO COLOR A - � 10200-LOUVER, polystyrene, Paint `i STUCCO COLOR C _ __ _ N T 0 P� ,� � � � EL 8270'-�7 8 t5�_g�� _ TO RIDGE TO RIDGE _ � � „ 17 � 09210-STUCCQ, 3 coat system, � i � A9.8 �� Paint EL. 8267-1' EL 8267'-t' � � 06470-WOOD SHUTTERS, Stain e � 0 � � � � '� � M 'i iHIRD FLOOR ,` � 06200-WOOD SILL AND FRAME, ;Y, "' EL 8262'-0' Stain � � 04400-STONE VENEER, "Robinson Rack", � _ T� P�'� � � Alpirsbach 15-3" EL 8257'-10 3/e T� P�� _ — �, � „ • �� EL 8257'-10 3/8' � � ' � � s�ucco co�oR c 0 � � � � � � ' � ;� � � �n "' "' SECOND FLOOR ,` . " � � S�COND FLOOR � � � °C J N EL. 8252'-9 1/2' � EL. 8249'-9 1/2° � � � "' 17 SECOND FLOOR - - ' � EL 8249'-9 1/2' A9 8 05500-METAL RAILING, Prefabricated, Manuf finish » STUCCO COLOR C � A9.X AT ARCADE 06200-WOOD SILL AND fRAME, , A9 9 I g STUCCO COLOR C _ Stam _ _ _ _ _ _ _ TO CONCREiE ,� DRAWN BY: BAS - - - A9 7 09210-STUCCO, 3 coat system, EL. 8243�-6' STUCCO COLOR C - _ " - _ _ _ - _ � _ TO CONCRETE�, TO CDNCREiE _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Paint CHECKED BY - — _ _ = - - EL 6240'-6' EL. 8240'-6' 07600-GUTTER AND �OWNSPOUT, Paint - REVISIONS STUCCO COLOR SiUCCO COLOR C Alirsbach - 04400-STONE VENEER, "Robmson Rock", P No Descriptian Date g 17 STllCCO COLOR B AT ARCADE A9.7 A9 B 0 ' ' 3 BUILDING 'B' NORTH ELEVATION � 4 BUILDING B EAST ELEVATION � A416 SCALE: 1/8"=1'-0" A4,16 SCALE: t/8'=1'-0" 0 � � � STUCCO COLOR A STUCCO COLOR B S1UCC0 COLOR A STUCCO COLOR B SiUCCO COLOR A 06200-WOOD SILL AND FRAME, � 5tain 4 3 2 5 1 A5.48 06200-WOOD BRACKET; Stain A5 2B A5 2B A5 2B A5 26 q�.2g ISSUE RECORD STUCCO STUCCO COLOR A S1UCC0 08570-VINYL WINDOW No. Descnption Date COLOR B COLOR 09210-STUCCO, 3 coat system, 1 COORD SET. Jan. 23, 2003 P��nt 07310-ASPHALT SHINGLES, � � Owens Corning - Oakndge Pro 40 9 �FSIGN RFVIEW SUBI�ITTAL Feb 10 2003 . TO RIDGE T.O. RIDGE 9 06470-WOOD SHUTTERS, Stam 3 DESIGN REVIEW SUBMITTAL Mar 24, 2003 - p, 8279'_3" EL 8279'-3' A9� 09210-STUCCO, 3 coat system, , TO RIDGE�, Paint 4 PRICING SET Apnl 03, 2003 TO RIDGE ,� �, TD RIDGE EL 8276'-7' 5 PER�IIT SET June 1D, 2003 08570-VINYL WINDOW EL 8275'-3' E1. 8275'-3' CV � X „ T.O. PLA1E T 0 PLATE ;,;, A9.X EL 8270'-0 7/8' E1. 8270'-0 7/8° » T.D. RIDGE�, SHEET CONTENTS ( A9 8 � EL 8267'-1' > > i i � i � BUILDING B ELEVATIONS � ; ; L � � � � � \ _, � „ iHIRD FLOOR iHIRD FLOOR „ I ^ "' o -' EL 8262'-0' EL. 8262'-0' � � X � "' -- `° _ T 0 PLATE ' �� pg X EL 8257'-10 3/8' � s�r � A98 { � _, � � � � � � � �F �+ s� � ° Z� "' SECDND FLOOR � SECOND FLOOR ,��,eo,,, a..�. � -� EL 8252'-9 1/2° EL. 8252'-9 1/2' • `�90 I SECOND FLOOR� ; p �� 17 - "' L - - J � A9.8 � e e \ 17 r — — —� ❑ ❑ EL 8249'-9 1/2' ° � I �"� award �de!! °� � � � � ; �-2��9 g�. � A9.8 � STUCCO COLOR C AT ARCADE ❑ ❑ ❑ ❑ ❑ ' �'°�C>�:op ,��'�'' � — — — — — � T.O. CONCRETE T O CONCRETE - - _ - - - - - - � ��,� �,� " - - EL 8243'-6' EL. 8243'-6" - - - - - - - - - _ - - - - - �a '� _ � �'��x�°r..Yi` c"T7 �.�� I T 0 BASE � _ - - EL. 8243'-9" - - - - - - - - - - - - - - _ _ T 0. CONCRETE "'t"p � ELECTRICMEfE , 9 _ __- - - - _ - - - _ - - _ - _ - - - - - - - _ - - - - - _ - - - -- - - - - _ - - - _ - - - _ - - _ - - _ -- - - - - _ - - - - _ - - - - _ EL. 6240'-6. r A9.7 - - - - - -- - - - T,0 BASE - _ - - _ --_ - --_ --_ - --_ - - - - _ - _ --_ - - - S1UCC0 COLOR C AT ARCADE EL 8242'-0" � - - _ - - - _ - - _ - STUCCO CALOR C AT ARCAD -STONE VENEER, "Robinson Rockn, PROJECT N0: 021D irsbach° 9 A9� 09210-PT�U�C�CO, 3 coat system, DATE June 10, 2003 . 05500-METAL RAILING, Prefabricated, DRAWING NO• Manuf, finish STUCCO COLOR C z BUILDING 'B' WEST ELEVATION , BUILDING 'B' SOUTH ELEVATION A41B SCALE• 1/8"=1�-0" A41B SCALE: 1/8'=1'-0" � � � � � � , . E D C 2 � B A t A5 6C C�� A A5.6C COLOR A COLOR COLOR C ' ODELL ARCHITECTS, P.C. ARCHITECTURS PLANNING INTERIORB 3Z�5 Costle Cart,Suite 15D, E�ergreen,Cdarndo 80439 Tde�hon�3�36705960 FaaimOx 3036707162 I Copynght Ths dceummt�s an x�stmme�t af sernces,ond as such remams 1he property of the Archdect Permissian fa use of 1Ms document a fmited and cm he eatended anly 6y agreement wifh Oddl Archdecls,P G COLOR B COLOR B � a ess'-t COLOR A 07310-ASPHALT SHINGLES, ,� Owens Corning - Oakridge Pro 40 " 10200-LOl1VER, Metal, Paint ,� � � 062�0-WOOD BRACKET, Stain (�� '�� \.,C/ CO�GM..IN 8L COMPA:VY INC. � �Nki � � +�-��' m EL 8315'-11 3/4' � � � I FlNISH FLOOR �Q � EL. 8307'-101/2' � � o � � 0620D-WOQD SILL AND FRAME, P� Stain VJ � � �� RIDGE — — — — �-�'�n � FlNISH ROOR r, EL 8299'-5' E1. 8298'-S' O ^ //`t'CI� � 06470-WOOD SHUTTERS, Stain b � r V � � 08570-VINYL WINQOW a�4. � � 5 09210-STUCCO, 3 coat system, RIDGE Paint EL 8290'-6" m � _ FlNISH FLOOR � � EL. 8289-5 1/2 T 0 PLAiE r.a n,� � �� E1. 8284'-11 7/8 � �" �— 10200-LOl1VER, Metal, Paint � � � RIDGE — — — — ° EL. 8283'-101/2' � b �i � - T,O. ROOF FlNISH FLOOR � � � � EL 8282�-6" �,,,�„ � EL 8280-2' a��-t — � � . FlNISH FLOOR � � � � 06200-WOOD BRACKET, Stain �-' 82�6�-�� O - - .� o � � pq O RIDGE � r�l EL 8274'-6 1/2' � , � �� v 07310-ASPHALT SHINGLES, �� Ji I � �O � ^^ Owens Cwning Oakndge Pro 40 �. -,,, i � � � � ...� FlNISH FLOOR � I / � I ' � O _C� EL 8261'-8 1/2' - � 09210-STUCCO, 3 coat system, - _ - - _ - - - - � r I� � � Paint T O PLAiE -_ - -- -_ _ - -_ ;� / � � � � .�.� EL 8266'-6 7/8" - - - / � I � � 04400-STONE VENEER, 'Robinson Rock", - - �6� -�' � �� / � � � � Alpirsbach - - - - - a�— � � � FlNISH FLOOR � EL 8258'-6" � � ' � � I ' - - - - - - - � - - - - - - - - --� i � - - - - - � ,�p� i i i i _ - - - �� - �- - - �- - - - - �- � � � - - - �- -- - - - �.��,� � - - - - - - - - - - - - - - - - - - - - . ��. _ _ _ r - - - - - - - - - - - - - - - - - - - - - TO 9DEWALK - - - - - - — �� - - - - - � � EL. 8249'-1 1/2" _ - _ ` _ - - - - - - — / / � �� C1 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - �� - - - - - - - - - - - - - - - - - - - - - - - - - - � � � � � � � � � COLOR A � _ — — � • �y , � 05500-METAL RAILING, Prefabncated, � Manuf finish , - � 2 BUILDING 'C' EAST ELEVATION � - — — — _ _ _ � A4,4C SCALE: 1/8'=1'-0' DRAWN BY: ECJ COLOR C COLOR A COLOR B COLOR A CHECKED BY 2 REVISIONS. � Z A5.13C No Descnption Date A5.9C A5,11C A5 1C A5 2C 8 7 6 5 , 4 3 2 1 0 � I i 0 �, RIDGE i _ _ _ _ � EL. 8339'-3" —� - RIDGE ( �D� � EL 8337'-3 1/2' Q FL 8335'-9" - - 0731�-ASPHALT SHINGLES, Owens Corning - Oakridge Pro 40 ISSUE RECORD 10200-LOUVER, Metal, Paint RIDGE _ TO PLAIE No. Descnption Date 06200-WOOD FASCIA, Budt up 2x, d. 8325'-7" EL 8325'-1 7/e' Stoin � � � � � 1 COORD SET. Jan. 23, 2003 RIIIf'F 2 DC£ICN RE41EW£UBMITTJIL Fo6 10, 2D03 ' 06200-WOOD BRACKET, Stain EL 8320'-10' �r 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 FlNISH FLOOR 06200-WOOD SILL AND FRAME, 4 PRICING SET Apnl 03, 2003 , �, FlNISH FLDOR Stain EL 8317-1 EL 8315'-11 3/8' EQ r�,�. Ea ❑ � � 5 PERMIT SET June 10, 2003 08570-VINYL WINDOW � � 09Y10-STUCCO, 3 coat system, Paint FlNISH FLOOR EL 6307-10 1/2' — — — — EL 8307'-1�1/2' . SHEET CONTENTS �❑ ❑❑ � �❑ BUILDING "C" � EXTERIOR ELEVATIONS �, FlNISH FLDOR _ FlNISH FLOOR EL 6298'-8' EL 8298'-8' � � ❑ � � 0 Cp ,�t��,, .......,, �, FlNISH FLOOR — FlNISH FLOOR ,•� EL 8288'-5 1/2' — — — EL, 8289'-5 1/2' y er e ' :� ❑ ❑ ; Edward Odeli �� •20�9 � ��: i� .��c.> FlNISH FLOOR ._ _ _ — — — —— — — — — — — — PLAZA LEVEL ��LSFD•••ARG�� (� EL 8280'-2' — — — - - - - - - - - - - - - — - - _ � — EL828D'-2' • � �" � _ L _ _ - - - - - - i - I __ _ _ _ _ _ —. — — — I PROJECT NO• 021D _- - - � DATE June 10, 2003 _ - - I - - - - - I - - - - I ' � — �— --- — — — — ____ ._ _ � — -- — • 09210-STUCCO, 3 coat system, � DRAWING NO.: I I — — — — — — — — — Paint I � � 06200-WOOD TRI�1, Paint � � � � , BUILDING 'C' NORTH ELEVATION 0746D-SIDING Cementitious � � � . � • Fiber-board, Paint � � I A4 4C SCALE: 1/8=1-0 I � I I � � I i _ � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- � . -�- -* �, ,��. r� � -� � � . � � t , COLOR A � COLOR B COLOR C � COLOR A � .{ � � A5JC A5.5C �`- B � COLOR B � E . ODELL ARCHITECTS, P.C. OJZ�O—STUCCO, 3 coat system, ARCHITECTURE PLANNINC INTEH10R8 I Pamt 32065 CasHe Court,Smte 150, Evergreen,Colarado 80439 10200-LOUVER, Metal, Paint Tdephane 3(136705980 FaaimBe 3036707162 � � 07310-ASPHALT SHINGLES, �propaiy o(1heMchded�Perm sian fafusse of lhrsndaumenihusrl'mded Owens Corning - Oakridge Pro 40 and cm 6e e�lended anly by agreenent with Oddl Archilects,P C RIDGE � �, RIDGE E� �9�-�� 06470-WOOD SHUTTERS, Siain EL 8337'-31/2' - - 08570-VINYL WIND 10200-LOUVER, Metal, Paint � � 06200-WOOD BRACKET, Stain TO RODF 08570-VINYL WINDOW a' ��-� �� I 0647D-WOOD SHUTTERS, Stain , GO�GM,IN&.COMPA:�Y INC. 09�0 i�Tj�1pQ@, 3 coat system, _ � E�L �. .5'-1 7/8" ❑ ■ � � RIDGE EL. 8318�-11 1/2" FLOOR LEVEL 5 EL 8316'-6' � � � o � FLOOR LEVEL 4 � EL 8307'-31/2' � � � � � � FLOOR LEVEL 3 _ � X EL 8298'-1' � � � � � _ �� z � EL 8288'-10 1/2' � � _ ❑ ❑ � �' `� � � � � � � � , T o RaoF O � � O PLAZA LEVEL � EL. 8282'-t" � � � O .--+ EL 8279�-8' -- � � .� � � ^ L � � � 06200-WOOD FASCIA, Built up 2z, O � � � � � — I I § Stain � � •�•� •� � � — � � � � � _ I � FlNISH FLOOR � O � A � I I EL 8270'-6 1/8'� � � � —�_ -� � ! � � 09210-STl1CC0, 3 coat system, I � � 10200-LOUVER, Metal, Paint � � Paint �_ _� � � TO ROOF�, � � � EL. 8264'-8' 06470-WOOD SHUTTERS, Stain � 09210-STUCCO, 3 coat system, � FlNISH FLOOR�, � Paint � � � � _ EL 8262'-6' � 05500-METAL RAILING, Prefabricated, � � _ � � Manuf finish � � � � _ � � 03000-CAST IN PLACE CONCREIE, � � Re Structural, Paint I � � ( � ApNsbachEER, °Robinson Rock , � 03410-PRECAST CONCRETE, I I - � � Re Structurai, Paint I I � � FlNISH FLOOR�, �� - - - - - - - - - - - - - - - - - - - - - - � EL8253'-21/2' � r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - i - - - i i � � BUILDING 'C' WEST ELEVATION �� '��rss �� G T�f�s `�`'''``� �_ �_ � ` G�TV/�i��v.� C�o� � 07310-ASPHALT SHINGLES� A4 5C SCALE: 1/8-1 � { � TO � � F �� p s�T 7 . • Owens Corning - Oakndge Pro 40 �� 06200-WOOD BRACKET, Stain � • 10200-LOUVER, Metal, Paint COLOR C COLOR A COLOR B COLOR A 1 2 2 � 06200-WOOD 51LL AND FRAME, 7 3 > > A510C A510C A5 8C Stain '� A514C 'Z A514C A514C 4 A513C 6 7 8 DRAWN BY: ECJ RIDGE EL 8343'-D' 1020�-LOUVER, eta, ain 0550D-�IETAL RAILING, Prefabricated, � CHECKED BY _ Manuf finish I 06470-WOOD SHUTTERS, Stain � REVISIONS. No. Descnption Date � � 0 T 0. PLATE _ � ; 0 EL 8325'-1 1/8' 0 � RIDGE � � � EL 8318'-11 1/2' _ � � � FINISH FLQOR � EL 8317'-1' � � � � ISSUE RECORD �L� B No Descnption Date CO OR C FlNISH FLOOR » EL 8307'-101/2' 2 DESIGN REVIEW SUBMITTAL Feb 10,'0033 COLOR A ' , � � 062�0-WOOD FASCIA, Built u 2x, ; 5tain P 3 DESIGN REVIEW SUBMITTAL Mar 24, 2003 i 10200-LOUVER, Metal, Pamt 4 PRICING SET Apnl 03, 2003 � � �I ' U7310-AS�'HALT SHINGLES, 5 PER�IIT SET June 1D, 2003 FINISH fL00R _ 4 Owens Corning - Oakridge Pro 40 EL 8298'-8' � _ _ _ _ _ _ _ RIDGE�, � � � _ � EL 8296'-5 1/2' � _ ; � ° RIDGE�, SHEET CONTENTS: FINISH FLOOR � EL. 8283'-1D 1/2' EL 8289'-51 2" COLOR B Ea +'-s' Ea B U I LD I N G �� i ' 04400-STONE VENEER, °Robinson Rock°, EXTERIOR ELEVATIONS ❑ ■ � � - °Alpirsboch" ! _ RIDGE�, +� ' EL 8290'-6 1/2' m FINISH FLOOR EL 8280'-2' � '� ! � p� C� OPEN TO GARAGE � � � '� ,,o�^° •se. i �•ee e� RIDGE r, � � - - EL 8274'-2 1/2. r e $ e Ed�ard Utlell � � ��E � , � FlNISH FLOOR ��vaa b-20ci9 �� a�-��/� � � EL 8267'-8 1�2� ��7e� , °°,'(Cv � ❑ �'YS°0je��•s•°'��``` � , Q ' � - - — - _ _ r o Pu��r, FD PR � i I = _ - - - - - _ - EL. 8266�-6 7/8' � GAS I�ETER I _ _ _ _ �. LOCATION � � � - - _ - _ - - GARAGE LEVEL 2 � � � � - - - - EL 8262'-7' - �� _ - - Q � � ` - - - - PROJECT NO• 0210 ; FlMSH ROOR � � EL 8258'-6' \ / � ^ Q � DATE June 10, 2003 ] OPEN TO _ _ _ — - — - — - _— - - - _ / GARAGE �\ — — _ — — = _ — — � � - _ - _— _ _ , - - - — _ - � � = - = -_ a � � _ DRAYVING NO.: GARAGE LEVEL t - - - - -- - - _ - - _ - - - _ -_ _ _ - -_ _ _ - - - � I � _ - - EL8252'-6' _ - -" -' - - - - -- - - - - - - - - - - - - - � � - - - - - - , � _— — — _ ��,� - - _. - - - - -- - - - � j - - _ - - � . --- _ - - - � _ - _ - _ - - — — � _ � — � _ _ -- — _ _ _ _ - - - � - - �- - - EL 8249-2 1/2 _ � � — —. — _ - -- - -- - - - - - - - � - - 06130-SOLID 11MBER FRAMING, � 09210-STUCCO, 3 coat system, Y� Stain � � t Paint 09210-PTU{CO3 3 coat s tem, • 06470-WOOD SHUTTERS, Stain � B U I LDI N G C SOU TH ELEVATI ON 06200-W00� SILL AND FRAME, 08570-VINYL WINDOW � 09210-STUCCO, 3 coat system, A4 5C SCALE� 1/8"=1�-0" Stain } Pamt 044D0-STONE VENEER, "Robinson Rock", , � � "Alpirsbach" � � �<_ ' 8 7 6 5 4 ' 3 2 1 �., A5,14C ' � ODELL ARCHITECTS, P.C. 2 2 1 1 I 3 2 ARCAITECTURB PLANNINC INTERIOR9 A5 8C A510C A5.10C A5.13C A514C A5,14C � � I 07310-ASPHALT SHINGLES, � 3zoss cosee co�t,s�te�so, Evergreen,Colorodo 80439 � Owens Corning - Oakndge Pro 4� I Tdephone 3036705980 FoaimBe 3036107162 Copynght Ths documenl s an nstrument af sernces,ond as such remoms 06200-WOOD FASCIA, Built up 2x, ihe property o(ihe Archdecl Perm�ssian fa use of lhis dowment is Imited COLOR A COLOR 9 COLOR A Stain COLOR B and cm be actended anly by agreemrnt with Oddl Archdecis,P G � 06200-WOOD SILL AND FRAME, FlNISH FLOOR Stain EL 8331'-11" I � � 05500-METAL RAILING, Prefabncated, � I Manuf fimsh 06130-SOLID TIMBER FRAMING, Stain � (�� Po�� 1 CO�GHI..IN&. COMPA'�Y INC. � EL. 5318'-11 1/2" � RIDGE — — — T.0 LAN�ING EL. 8317'-5' — — EL. 8317'-0" 09210-STUCCO, 3 coat system, RIDGE _ _ Paint El. 8313'-9' 07310-ASPHALT SHINGLES, � Owens Cornmg - Oakridge Pra 40 I 06200-WOOD LINTEL AND FRAME, 0921 D-STUCCO, 3 coat system, Stain jr�n Paint 05500-METAL RAILING, Prefabricated, RIDGE TO IANDING v��J 08510-VINYL WINDOW �lanuf finish El. 5307'-61/2" .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. EL 8307'-91/2' 04400-STONE VENEER, "Robinson Rock", � � ° � °Alpirsbach" � RI�GE � EL 8299'-4' — — — — EL 829B 7' � O � � RIDGE EL 8290'-6' '.. ..'.. ..'.. ..'.. ..'.. ' EL. 82B9-4 1/2"� �� o � � -- - � _ � � � ' PLAZA LEVEL PLAZA LEVEL�, ' � � ••--� EL 8280'-2� — — — ; EL 8280'-1' � � � � FLOOR LEVEL — — — — . � � � EL 827fi-10' O � � � � � � .� V FLOOR LEVEL ' EL 8267'-7 1/2' � � �"'� � � � � ....� r, GARAGE LEVEL � � EL 8267-6' - � � � _ _ _ - _ _ ;. A � _ _ '�i FLOOR LEVEL /� � � ' �V EL 8258'-5' - . GARAGE LEVEL — — — � , EL 8257'-6' . � I � FLOOR LEVEL EL 8249'-2 1/2' _ _ _ _ -_- - - _ - — — — J � � � � � � � GARAGE LEVEL ' ' � � �� EL 8247'-6' ° 07460-SIDING, Cementitious ', ' •'-� � <, " �. ; , . '; ': '' • . r. „ i � � Fiber-board, Paint , :� .,:< . • , ` . r ','� � �� iiii i � iiii V 09210-S1UCC0, 3 coat system, Paint • �� z BUILDING 'C' SECTION COLOR B � � A4 6C SCALE' 1�8�-1�-0' 07310-ASPHALT SHINGLES, Owens Corning - Oakridge Pro 40 10200-LOUVER, Metal, Paint 08570-VINYL WINDOW . 8 7 6 5 4 3 2 1 o�Z,o—5�,��0, 3 coat system, Paint DRAWN BY: ECJ COLOR A RIDGE CHECKED BY � 07310-ASPHALT SHINGLES, EL 8338'-r Owens Corning - Oakridge Pro 40 06130-SOLID TIMBER FRAMING, REVISIONS. 07310-ASPHALT SHINGLES, Stain No Description Date Owens Corning - Oakridge Pro 40 05500-�1ETAL RAILING, Prefabricated, 0746�-51DING, Cementitious �lanuf finish Fiber-board, Paint 07460-SIDING, Cementitious � 08570-VINYL WINDOW Fiber-board, Paint Q 06200-WOOD TRIM; Paint 06200-WOOD TRIM, Paint Q T 0 PLATE 09210-STUCCO, 3 coat system, COLOR A 0921D-STUCCO; 3 coat system, pai�{ EL. 8325'-1 7/8' Q Paint _ 06130-SOLID TIMBER FRA�IING, Q Stain _ I FlNISH FLOOR � ..'.. ..'.. ..'.. . EL 8317'-1' A5 8C � � ISSUE RECORD No. Descnption Date � 1 FINISH FLOOR — EL 8307'-101/2' 1 COORD SET. Jan 23, 2003 I _ _ _ _ EL8301'-101/2' ..'.. ..'.. ' .. >. .. .. e. .. .. .. .. . . . Z DCSIGIV RCYICri SU�MITTAL feD 10, ZOOJ f � � 3 DESIGN REVIEW SUBMITTAL �lar. 24, 2003 4 PRICING SET April 03, 1003 ` FlNISH FLOOR FINISH FLOOR 5 PERMIT SET June 10, 2003 � EL 8298'-8° — — — — ..'.. ..�.. ..:.. ..:.. ..;.. . EL. 8296'-B' � � � FINISH FLOOR � FlNISH FLOOR SHEET CONTENTS: ' ' � EL 8288�-5 ,iz• _ — — — BUILDING C SECTIONS/ EL 8289'-5 1/2' TO PLATE ELEVATIONS EL 8288'-2 7/8" � � � FINISH FLOOR EL 8280'-2" P� � — El. 8280'-2' r, T O PLATE — — EL 8279'-0 3/8" �F '`�C' •••" � .• .• y . c7 , �O FINISH FLOOR ' �� ward Odell �.�. � � o•2U89 : EL 8210'-11 1/2' — — <i'. ; C, C'�:�s. •�,�4� •.........••�� F� p,RG •V ' GARAGE LEVEL 2� FINISH FLOOR _ EL B262'-7" EL 8261'-9' PROJECT NO.: 021D DATE June 10, 2003 ,C" ' GARAGE LEVEL 1 r, DRAWING N0. EL 8252'-6" � , BUILDING 'C' SECTION � Y A46C SCALE: 1/8'=1'-0" � � � .� � � _F � A B C D E --�� , , , , , A5.7C A5,5C I � � I COLORA I ODELL ARCHITECTS, P.C. ARCAITECTURE PL9NNINC �NTER10R9 h RIDGE I 32065 Castle Court,Sinte 150, E�ergreen,Cdorado 80439 EL 8336�-4� Tdephonz 3f13670.5980 Faai�ro1e 3036707162 06200-WOOD FASCIA; Bwit up 2x, Copynght Ths dceument�s an eistmment of sernces,and as sich remains St01fl I 1he prapaty o(the Archdect Permissian(a use of 1hrs doament is I'mited and cm be eztended anly by agreement with Oddl Architecis,P G 09210-STUCCO, 3 coat system, �p� � Pamt EL 8329'-0' 08570-VINYL WINDOW T.O. PU11E ,� 06470-WOOD SHUTTERS, Stain 06200-WOOD BRACKET, Stain EL. 8325'-1 7/8' �' 05500-METAL RAILING, Prefabncated, � 10200-LOUVER, Metal, Paint Manuf finish 07310-ASPHALT SHINGLES, I Owens Corning - Oakridge Pro 40 09210-STUCCO, 3 coat system, � FlNISH FLOOR Paint COl:GH1.IN&COMPA�VY INC. E1. 8317'-1' � � � FlNISH FLOOR E1 8307-101/2' COLOR B � ❑ I RIDGE � Fl. 8299'-5' � �� , FlNISH FLOOR _ — — � EL. B298'-S' RIDGE � � EL 8796�-51/2' O FlNISH FLOOR EL 8289'-51/2' — �❑ � �� _ � 1i FlNISH FLOOR EL. 8280'-2' ..i � - � •� � � � - �""� p"+ ^+ cC3 O � � � � � � � �,, .� U � o � ,_,,,, � �: � '� u o � '` A � � 4� . � , � � 4� �--� 2 BUILDING 'C' SECTI � A4.7C SCALE 1/8'=1'-0' • �� ' 2 � 06200-WOOD BRACKET, Stain A5,5C A5 6C 07310-ASPHALT SHINGLES, - � E D C B Owens Corning - Oakridge Pro 40 A COLOR B 10200-LOUVER, Metal, Paint � COLOR C COLOR C 06200-WOOD FRAME, Stain • 09210-STUCCO, 3 coat system, � Paint � � DRAWN BY: ECJ � 05500-METAL RAILING, Prefabricated, �-r �lanuf finish '" CHECKED BY 06130-SOLID i1MBER FRAMING, Stoin REVISIONS. I No Descnption Date COLOR A COLOR C 0 COLOR 8 T 0 PIAlE Q EL 8325'-1 7/8" � �, � 07310-ASPHALT SHINGLES, � � Owens Corning - Oakridge Pro 40 � Q _ �, RIDGE — — — FLOOR t.EVEL 5 Q EL 8317'-5' �. �. a�,r—,• _ � RIDGE EL 8313'-9' �❑ � 09210-STUCCO, 3 coat system, b � ISSUE RECORD Paint RIDGE - EL 8307'-6 1/2' FLOOR LEVEL 4 r, 10200-LOUVER, Metal, Paint TO PLAlE EL 83D7'-101/2' N�. Description Date 08570-VINYL WINDOW EL 8306'-8 7/S' m � � 1 COORD SET. Jan. 23, 2003 . 06470-WOOD SHUTTERS Stain rmisn r�uurc � � Z DC3IGIV RCYICYf 3UDMITTAL rco io, zoo� EL 82se'-e' 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 10200-LOUVER, Metal, Paint ROOR LEVEL 3 . TO PLATE _ _ �. EL. 8298'-e" 4 PRICING SET Apnl 03, 2003 EL 6297'-6 3/8" � � 06200-WOOD BRACKET, Stain r . — � � � 5 PER�IIT SET June 1D, 2003 RIUGE _ EL 8294-2 � c FlNISH ROOR " FLOOR LEVEL 2 EL 8289�-5 1/2� EL 8289�-5 1/2" SHEET CONTENTS �, � BUILDING 'C' SECTIONS/ ELEVATI ON S FlNISH FLOOR PLAZA FLOOR LEVEL EL 8280'-2' EL 8280'-2' • • � 1. �, �� i . � '� 06200-StaOD SILL AND FRAME, ��a,, .•�oa�, , � T 0 PLAiE � e '�<-� EL 6270'-6 7/8� a dward Odell ° . 09210-STUCCO, 3 coat system, � ; :�, Paint ��. �•2Uo9 _;� 04400-STONE VENEER, "Robinson Rock", �F`°°�.,, ..�;��C's..' °Alpirsbach j �SFQ.•.•�G�'�� r' FlNISH FLOOR j EL 8262'-6' A ��.� Y FlNISH FLOOR - PROJECT NO• D210 EL 8253'-2 1/2' - - i i i i i ':,:, • i _ � ' � ��, DATE June 10, 2003 � DRAWING NO.: , BUILDING 'C' SECTION ' A47C SCALE 1/8'=1'-0' � � \\ � \\\ � COLOR A COLOR A CALOR B A513C 2 A5.12C 3 4 A511C � 06200—WOOD BRACKET, Stain / A5,9C � COLOR C (AT COLUMNS) COLOR C 07600—GUTTER AND DOWNSPOUT, 06200—WOOD SILL AND FRAME, Paint Stain � 09210—STUCC0, 3coatsystem, ODELL ARCHITECTS, P.C. Paint ARCHITECTUR6 PLANNINC INTERIOR9 32065 Castle Court,Sude 150, Evergreen,Cdarodo 90439 RIDGE 05500—METAL RAILING, Prefabricated, TdeQhone 3036705980 Faaimle 3036707162 d. 83�'j'-8' Manuf finish Copynght Ths docummt is an mstrument af sernces,and as wch remains 0731 D—ASPHALT SHINGLES, ihe praperty of the kch�iect Permrssian(ar use of tlus daument is Imled Owens Corning — Oakridge Pro 40 and cm be ezlended anly by agreenent with OdeJi Architecis,P G 0921D—STUCCO, 3 coat system, Paint A511C 06130—SOLID TIMBER FRAMING, Stain � � � W COLGHI..IN BL COMPA'VY INC. FLOOR LEVEL 5 EL 8316'-6' � � � � � 1 �FLOOR LEVEL 4 A5 8C EL 8307-31/2' � � � � � � o � � � FLOOR LEVEL 3 � EL. 8298'-1' � � � � � FLOOR LEVEI.2 FL 8288'-101/2' � � � � � � �� _ � _ � � � . PLAZA LEVEL � C� ••--� - a, az�s'-a' p.♦ � ''� �--� � cd . O .-� � � O .—� O �, '� � � O � ^ � � � � � O � GARAGE LEVEL 2 � � EL. 8262'-7' � � � � GARAGE LEVEL 1 � EL 8252'-6° � z BUILDING SECTION 'C' � A4,8C SCALE: 1/8�=1'-0' � � • �� COLOR B 1 � 1 2 3 4 5 6 � g A5 8C - 07310—ASPHALT SHINGLES; Owens Corning — Oakndge Pro 40 C LOR A 09P10—STUCCO, 3 coat system, RIDGE Paint DRAWN BY. ECJ EL 8339'-2" 08570—VINYL WINDOW O6P00—WOOD SILL AND FRAME, CHECKED BY RIDGE Stain EL 8334-7 1 2 REVISIONS � RIDGE�, No. Descnption Date a EL 8329'-2� 09210-STUCCO, 3 coat system, � Paint Q 06200-WOOD FASCIA, Bwlt up 2x, Q Stain 06470-WOOD SHUTTERS, Stain � � FLOOR LEVEL 5 EL 8316'-6' � ISSUE RECORD r COLOR B � FLOOR LEVEL 4 EL 8301'-3 1/2" �- No Descnption Date � 1 COORD SET. Jan 23, 2003 � RIDGE _ a. eao�'-s t/�• 7 �E51GN REVIEW SUBI�ITTAL Feb 10 2003 ' 3 DESIGN REVIEW SUB�IITTAL Mar. 24, 2003 FLOOR LEVEL 3 EL. 8298�_�• 4 PRICING SET April 03, 2003 , ' " � 5 PERI�IT SET ,�ne 10, 2003 �, FLOOR LEVEL 2 EL 8288'-101/2' SHEET CONTENTS: � BUILDING 'C' SECTIONS/ ELEVATI ON S PLAZA LEVEL �, PLAZA LEVEL EL 827D'-1° EL 8219'-8" C FLOOR LEVEL�, ,��, ., ••• EL. 8270'-1D t/2' �.''' . �9Q0 me ; Edward Odelt =� = �-2089 � '`/�F� •.......••• �� GARAGE LEVEL 2 ROOR LEVEL�, � �SFp PRG� '� EL 8262'-7" EL 8261'—S' u ,II PROJECT NO• 0210 GARAGE LEVEL 1 • DATE June 10, 2003 EL 8252'-6" � EL 8252'-5 1/2 DRAWING NO.: , BUILDING SECTION 'C' A48C SCALE: 1/8'=1'-0' � _ � � t � � . 1 t j . ODELL ARCHITECTS, P.C. ARCAITECTURE PL9NNINC INTER10R9 32065 Custle Court,Smte 150, Evergreen,Cdamdo 80439 Telephane 3036705980 Facsunle 30J6707162 Copyright Ths document rs mi u�strument of sernces,ond as sich remmns B 1he property of the Archited Permission fa use af fhis daumenl�s I'mited and cm be eztended only by agreenent with Odell Archilecis,P G 07460-SIDING, Cementitious Fiber-board, Paint 05500-�IETAL RAILING, Prefabncated, �lanuf finish �/ CO�GHLIN 8L COMPA�VY INC. T 0 PLATE r, EL 8325'-1 7/B" 8 FlNISH ROOR�, � E tS1 ?11 1 EL. 8317-1' 09210-STUCCO, 3 coat system, 06130-SOLID TIMBER FRAMING, � Paint � � Stain o � 06130-SOLID TIMBER FRAMING, � Stain � i' 05500-METAL RAILING, Prefabricated, � FINISH FLOOR h I�anuf finish 7 EL 8307-10 1/2' 09210-STUCCO, 3 coat system, O � Paint b 06130-SOLID 11MBER FRA�IING, " Stmn T 0 PLATE FlNISH FLOOR�, EL 8170'-6 7/8' „- EL 8298'-8' � � �� FlNISH FLOOR � � � FlNISH FLOOR� �i � . EL. 8262'-6' EL. 8289'-51/2' � � � � � � � � •--� . O � � � � � FINISH FLOOR � � � � FlNISH FLOOR EL. 8280'-2' � EL 8253'-2 1/1 , � •.-� � � � .-� � l--� � �C� � � � A � � 4� 4� � � 5 BUILDING 'C' HIDDEN ELEVATION 4 BUILDING 'C' HIDDEN ELEVATION 3 BUILDING 'C' HIDDEN ELEVATION � A4 9C SCALE. 1/8"=1'-D' A4 9C SCALE. 1/8'=1'-0° A4 9C SCALE: 1/8"=1'-0' �� • �� DRAWN BY: ECJ CHECKED BY REVISIONS. COLOR A COLOR B 07310-ASPHALT SHINGLES, Owens Corning - Oakridge Pro 40 No. Description Date 07460-SIDING, Cementitious Fiber-board, Paint Q 05500-METAL RAILING, Prefabricated, � �lanuf finish Q COLOR A COLOR 8 044U0-STONE VENEER, "Robinson Rock", 10200-LOUVER, Metal, Paint "Alpirsbach" � 062�0-WOOD BRACKET, 5tain m 10200-LOUVER, Metal, Paint 0 - 06470-WOOD SHIJTTERS, Stain � 06200-WOOD FASCIA, Bwlt up 2z, 0 RI�GE Stain 09210-STUCCO, 3 coat system, �^ EL 8290'-6' I _ Paint i i 06130–SOLID TIMBER FRAI�ING, �� Stain ISSUE RECORD RIDGE 055D0-METAL RAILING, Prefabricated, — — — — — — — — Manuf finish (� EL 8283'-10 1/2" No. Description Date os��o—viNn �mNOOw � I 1 COORD SET, J�. 23, 2003 Fl(H1R IEVEL 2 DESIGN REVIEW SUBMITTAL Feb 10 2003 � EL 8276'-10' RIDGE�, 3 DESIGN REVIEW SUBMITTAL Mar 24, 2003 � I I � EL 8274'-61/2' 4 PRICING SET Apnl 03, 2003 ° � � � - I I 5 PERI�IT SET June 10, 2003 I I _ _ — _ = _ �, FLOOR LEVEL _ - - - - I I EL 8267'-71/2' - __ _ _ - _ _ - - - - - - - � � - - - I I - _ - _- _ - SHEET CONTENTS � � � - - - - � � - - - - � � - � � BUILDING "C" SECTIONS/ I � � _ - _ _ _ _ _ _ �°°R � _ _ ELEVATIONS I I EL. 8258'-5' - _- _- _ _ -_ _ - I I - - - -- - � I _ _ _ � I - _ _ _ _ - _ _ - � ( ° _ - - - _- - FLOOR LEVEL - - - - - - - - - - 0 Cp - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL 8249'-21/2' ��,��.••• ' � e0 :o ,— L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P�% e-2U39 :� , Edward i�deil � - - - - - - - ��'�.��Sc•m..... •�`"�G� `� `.o PRG , r� ll1 �� PROJECT NO.. 021D DATE June 10, 2003 ' � BUILDING 'C' HIDDEN ELEVATION , BUILDING 'C' HIDDEN ELEVATION DRAWINGNO. A49C SCALE• 1/8"=1'-0" A49C SCALE: 1/8"=1'-0° • _ � � ��' I / � • ODELL ARCHITECTS, P.C. 07300-TEXTURED ASPHALT ARCAITECTURS PLANNING INTERIOR9 SHINGLES 32U65 Costle Caat,Smte 150, Evergreen,Cdarado 80439 Tdephanc 3(136705980 Focsimle 303670.7162 07700—3—BAR SNOW FENCE Copyngh� Ths document�s an mstmment of sernces,and as such remams the proqxty of the Archded Permissim fa use of lhis doamenl rs Imled and cm be exte�ed mly 6y agreenent wdh addl Architsis,P G 04400-STONE VENEER � � _ �\ �' _ - - �' - Co�c�-n..�rr &Com�a:�Y Ir��. _ � _ _ _ _ \ _ _ _ - - , , - , , - , , , � � o � � 4 WEST PARTIAL ELEVATION � A410E SCALE; 1/B'=1'-0' O � !�� _ � � � _' � � � � � �'--'� '� C� - o ~ � � o � � � � �,,, ...., V � � � ^ � �1 2 3 4 � A516E A516E A516E A516E 5 � � � A � � 10200-PREFAB LOUVER 06100-WOOD LOOKOUTS � 102�0-PREFAB LOUVER I I I I 06100-2x8 RS TIMBER 07300-lEXTURED ASPHALT 06100-VERTICAL GROaVE 07300-TEXTURED ASPHALT � HEADER SHINGLES WOOD SIDING SHINGLES � �2 08550-ALII l� CLAD 6 � WOOD WINDOW � � 09210-3-COAT D8550-ALUI� CLAD WOOD WINDOW 09210-3-COAT � � STUCCO, COLOR 1 STUCCO, COLOR 1 � - _ _ - - - - - - - - - - - - - - _ I p T � — — — — — — — — � 07700-3-BAR SNOW FENCE 16 4 12 � 2�_8° � � � � � � �� 4' 6° � � � � L - - - - - - - - � . - - - - - - - .� _ EXISTING GRADE � 09210-3-COAT - EL 8229�-6� I STUCCO, COLOR 1 t6„ - _ - _ 2�_a• � • � i I � 06550-W�D WINDOW � - - � - � � - - �� ❑ ❑ � ( � 06100-2x8 RS TIMBER - - ( ° . � i i SILL IXISTING GRADE - _ _ _ � I EL. 8216�-0" � -' - - _ � � — I- - - - - - - - -- ---- - - - - - - - - - - - - - — � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� II I I 09210-3-COAT I — L - - - - - - - - - - L - - - - - - - - - - - - - - - - - I DRAWNBY. KTG � STUCCO, COLOR 2 - - �- -�- - - - - - - - - - -�- - - - - - - -- - - - - - - - - - - - - - - � GAS METER LOCAiION 06410-ALUM STOREFRONT 06100-WOOD FENCE CHECKED BY ENTRANCE 4 NORTH ELEVATION 3 EAST ELEVATION REVISIONS. A4.10E SCALE. 1/8'=1'-0° A4.10E SCALE. 1/8"=1'-0" No. Descnption Date 0 0 � 0 0 _ � ISSUE RECORD No Descnption Date 1 COORD SET. Jan. 23, 2003 7 f1FC1(`,N RF1AfW SIIRWITTAI Fah 10 9f10i + 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 5 6 4 3 2 � 4 PRICING SET Apnl 03, 2003 • A516E A516E A516E A516E A516E A516E 5 PER�IIT SET June 10, 2003 06100-WOOD LOOKOUT 06100-2x8 RS TIMBER HEADER 07300-TEXTURED ASPHALT 06100-RS FASCIA BOARDS SHINGLES RE• DETAIL 09200-3-COAT STUCCO 07300-TEXTURED ASPHALT 12 COLOR 1 07700=3-BAR SNOW FENCE SHINGLES 6 � I � I 06100 VERTICAL GROOVE SHEET CONTENTS• 13 WOOD SIDING i CHILDREN'S GARDEN LEARNING A98 ,6° , � � � EXTERIOR ELEVATIONS 2,_8 SECOND FLR TOP PLATE ELEV 19'-2' SECOND FLR TOP PLATE ELEV. 19�-2" T 0 PLATE 2'-8" EL 8242'-0" �2' ❑❑ ■ ■ ■ ❑ 06100-VERTICAL GROOVE ' 1 " 08550-ALUM CLAD WOOD SIDING 16" 16" � WOOD WINDOW � 06100-WOOD LOQKOUTS �� 3' 0� 3' 0" EXISTING GRADE 2ND FLOOR SECOND FLOOR ELEV. 11�-2' A F F = � I 4'- ° SECOND FLOOR ELEV._11'-2" EL 8234�-0" TOP PLATE ELEV 10 A F F " '��;. •' '"'•• �` EL 8229�-6' ❑ TOP PLATE ELEV. 10 0 16„ � ti Q I � 09210-3-COAT STUCCO 5Y5TEM, 04400-STONE VENEER � 1 O ❑ _� lerome . 16� COLOR t � � - = Edward Odell ��. � ❑❑ ❑❑ "o "o — — — — — _ - - _ -_ ��.. �•2089 .Z� 09210-3-COAT STUCCO SYSIEM, 08550-ALU�IINUM CLAD, �.,�� .�:�C� i ° �� COLOR 1 FRENCH SLI�ING DOORS - - _ - t��s�0��.P�G�� o 08410-ALUMINUM STORE�RONT o 1ST FLOOR FlRST FLOOR ELEV. 0 N _ �►I ENIRANCE N FlRST FLOOR ELEV. 0 EL 8223�-0" � — 08410-ALUMINUM STOREFRONT I I I I I � � � � � 09210-3-COAT STUCCO SYSlEI�, ENTRANCE 0 OD-WOOD LODK OUTS COLOR 2 -- ---- ------- —I�----- ---- --------�I----- — ----- ------------ ------- — -- — — --------- � - - - - - - - - - - - - - - - - - - - - - - - - - -�� - - - �I- - - PROJECTNO• 0210 06100-2x12 TRIM B�ARD ELECTRIC ME1FR LOCATION 06100-2x8 RS TIMBER 09210-3-COAT 08550-FRENCHU SLIDING�DOORS HEADER STUCCO, COLOR 2 DATE June 10, 2003 EXISTING GRADE � z WEST ELEVATION EL 8216�-s° , SOUTH ELEVATION A410E SCALE. 1/8'=1'-0' A4.10E SCALE. 1/8°=1'-0° DRAWING NO.: • � � � ,,.� � � / A 0�33-SHEET WATE�RP OOFING YOND � g A � C 07312-ASPHALT SHINGLES 06100-ROOF SHEATHING, re structural 06100-SLOPED TOP AT 07700-TURBINE ROOF VENT BEYOND GABLE END WALLS , � 06100-PRE-ENGINEERED WOOD TRUSS 07312-ASPHALTSHINGLES ODELL ARCHITECTS, P,C. 12 T 0 RIDGE I 07133-SHEET WATERPROOFING AACAITECTURE PLANNINC INTERIOR9 �6 - � 82��_�p• �s 06100-ROOF SHEATHING 3T065 CasUe Court,s�,�te�so, Evergreen,Cdarodo 80439 06173-PRE-ENGINEERED WOOD TRU55 Tdephonz 3036105980 Facsi�u�e 3036107162 �2 TO PARAPET BEYOND�, CopynghL Ths dceument s an mstNment af sernces,and as such remams s �2 � . 1he property of the kchdecl Permrssim far use a(ihis doamenl is I'mited I � 06100-2z4 FASCIA, Stdlfl 6� 8258—0 and cm 6e eztended mly by agreement with Odell Archilais,P G 16 06100-2z10 FASCIA, Stain A9,8 � 06100-1/2" SOFFIT �fATERIAL I A9� TD JOIST VARIES 09220-3 COAT STUCCO SYSTEI� � 07700-R04F BELLOWS I � 06100-SLOPED CRIPPLE WALL ON TOP EXPANSION JOINT COVER OF CONCRETE TO 11NDERSIDE I � I OF JOIST FRAMING � 06100-DRAFT STOP DOOR, 3/4" PLYWOOD PANEL W/ SPRING HINGE 4 NOTE; �IODIFY 06176-TJI ROOF JOIST 12 � 09210-3 COAT STUCCO SYSTEM A9'� PROFILE FOR H�O�I 06100-SLOPED LEDGER, 3� �. -' CLEARANCE AT STAIR IN Re Structural `� ° d � UNIT A201 0 07210-BATT INSULATION, R38 � GOUGHLIN� COMPA'VY �NC. ATTIC \\� 6 I I � STORAGE iRASH �� I T(Y-P�ltTE-' I . ' 07210-BATT INSULATION, R38 � EL 8248'-101/8' 06100-2z4 fASCIA, Stain 9 �'� , �� 9�-�A TO CONCRETE 06100-2z10 FASCIA, Stain A9 7 ' � � ' .a - � �. . aa . , . e . �. 11 - 8247-0' (VARIES) ° a T 0 CONCRETE 06100-1/2" SOFFIT MATERIAL � � TO PIATE�, UNIT D OPT A9� I d' 824&�-5� 09220-3 COAT STUCCO SYSiEM ( �Y a. s2ao'-a 7/e' A301 07210-BATT INSULATION, R11 07210-BATT INSULATION, R38 � 03510-GYPSUM CONCRETE, 1" THICK � 06100-BEAM, 07210-BATT INSULATIQN, R11 0610D-3/4" T&G PLYWOOD RE STRUCTURAL 03510-GYPSU�I CONCRETE, 1" THICK < 06100-TRUSS JOIST FLOOR SYSTEM ° � 09220-3 COAT STl1CC0 SYSTEM UNIT A 06100-3/4" T&G PLYWOOD r � � THIRD FLOOR � 07200-BATT INSULATION, R19 A303 . 06176-1RUSS JOIST FLOOR SYSTE�I � 9 EL. 8240'-7' � 05500-METAL RAIL, prefabncated � A9.7 �lanuf finish VOID � � O � � 1HIRD ROOR ¢ 05400-1/2" RESILIENT CHANNEL � FL. 8232'-0" � 09260-GIPSUM BOARD, 05500-METAL GRATE TREADS � � � ° 1 Loyer 5/8' Type 'X' 9 o D9260-GYPSUM BOARD,5/8" TYPE �X� 06100-WOOD STRINGER o UNIT D 06100-51UD WALL SYSTEM, � 06100-WOOD DECKING- 3° A9� ° o A201 RE� STRUCT �� 05400-1/2" RESILIENT CHANNEL m 07210-BATT INSULATION, R19 � p USLbU—�YF'JUM tlVRKU,I Ldy2f J�tS 1�2 1( ,.,�, �g � - UNIT A 09260-GYPSU�I BOARD,5/8" TYPE X � � � � A203 061D0-2x6 STUD WALL SYSTEM, RE STRUCTURA A9� � VOID � � y 06100-2z6 STUD WALL 07210-BATT INSULATION, R19 � _ SECOND FLOOR � `"' � � 06100-HEAVY iIMBER BEAM & � ( EL 8229'-7' �..�.� p", .--� • LEDGER, RE STRUCT . I r--� � t�-+ ' _ SECAND FLOOR I O � � Q EL 8222'-9 1/2' J � � � W � � � 06100-Rihl BOARD � 06100-RIM BOARD (� � '� 06100-EXTERIOR SHEATHING o 06100-EXTERIOR SHEATHING O r..� ^ � ~ 07133-SHEET WATERPROOFING, ° 07133-SHEET WATERPROOFING � � �C� 03361 -HAZARD I�ITIGATION ° 11NIT D 03360-HAZARD �IIl1GAllON WALL � O � UNIT A • WALL, RE STRUCT m A101 Re Structural A � A103 03300-CONCRETE SLAB ON 14 M 033D�-CONCRETE SLAB ON � GRADE, RE STRUCT � GRADE, RE STRUCT /� � a 06100-2x6 TREATED WOOD BOTTOMI PLATE ppp A9� a' , 06100-2x6 TREATED WOOD BOTTOM PLATE �V r— 1 HAND ( '-`1 r� 1 . � I _ T 0 CONCRETE T 0(�NNCRETE� ' P " a EL. 8213'-6' . �— EL 8218'-6' ° ii i i iii i— —i — i a • ` ��_��— i � ��—�� — —��I��I��=��I�� 03300—CAST— IN— PLACE CONCRETE I I I � FlLL AND DRAIN RE I I I - - - - FILL AND DRAIN, RE• � FROST WALL, RE STRUCT ' 03300—CONCRETE WALK II ` �� SOILS ENGINEER, CIVIL � — � �`_�� 501L5 ENGINEER, qVIL I( `-� ENGINEER - �� ENGINEER 07200-RIGID BOARD INSULAIION, 2° 4 BUILDING SECTION � 5 3 BUILDING SECTION 5 .� A5.1A SCALE 1/4'=1'-0' OPP A9 7 A9.7 HAND A51A SCALE 1/4"=1'-0" � � • �� - � 07700-TURBINE ROOF VENT BEYOND C A 07300-ASPHALT SHINGLES . 07133-SHEET WATERPROOFING 06100-ROOF SHEATHING 06173-PRE-ENGINEERED WOOD TRUSS . 07700-1URBINE ROOF VENT BEYOND ,� 07312-ASPHALT SHINGLES DRAWN BY: BJV —I6 07133-SHEET WATERPROOFING E C CHECKED BY I 06100-RDOF SHEATHING, I 12 RE STRUCTURAL g� 06100-2x4 FASCIA, Stain REVISIONS. 06100-2x10 FASCIA, Stain 06173-PREF-ENGINEERED WOOD TRUSS 06100-1/2" SOFFIT MATERIAL T0. RIDGE 4� No Descnption Date 09220-3 COAT STUCCO SYSTEh� - EL. 8252'-9' I �g � 07700—ROOF BELLOWS A9.8 I ' . � EXPANSION JOINT COVER 06100—2x4 FASCIA, 5tain � I � 06100—2x1D FASCIA, Stain I Q 09220—3 COAT S1UCC0 SYSTEM � Q 06100-DRAFT STOP DOOR, 3/4" PLYWOOD 07700-ROOF BELLOWS � PANEL W/ SPRING HINGE EXPANSION JOINT COVER ° � 12 0 9 ` 09220-3 COAT S1UCC0 SYSTEM �6 Q � 09220-3 COAT STUCCO SYSTEI� � . 06100-DRAFT STOP DOOR, 3/4° PLYWOOD �' Q � ` ° PANEL W/ SPRING HINGE t6 �i � � `�� ° a 0721D-BATT INSULATION, R38 A9 a HNVD ,' ATT1C 4 . - ATT1C � ' ' - ° 07133-SHEET WATERPROOFING ' A9,7 � , ` OPP HAND �g ,� 03300-CONCRETE NAZARD MII1GATlON , `� NOiE, ALTERNATE TRUSS ^_ ISSUE RECORD �� d. WALL, RE STRUClURAL `� CONFlGURATIONS OVER � A9.7 �� T.O. PIATE � �� STNRS W/UNIT A309 �\ � No. Description Date �� EL. 8240'-0 7/8' p I � T,O. PLAiE � t COORD SET. Jan. 23, 2003 � J ° EL 8240�—D 7/8' ° . ° ° — , ♦� � � � 2 DC�ICN RC1�CW �UDMITTAL fob 10, 2003 . 06100-BEAM, RE STRUCTURAL 06100-PREFAB WOOD STAIR � o 07200-BATT INSULATION, R19 IN FOREGROUND - Z o Z 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 stucco wra 0 3 5 4 1 -GYPSUM CONCRETE, 1" THICK P 0 7 2 1 0-B A T T I N S U L A 1 1 0 N, R 1 1 `° �, 4 P R I C I N G S E T A p r i l 0 3, 2 0 0 3 . 07210-BATT INSULATION, R38 UNIT A 06100-3/4° T&G PLYWOOD 03541 -GYPSUM CONCRETE, 1" THICK � � Z UNIT B 05500-METAL RAIL, prefabricated ` 3 A305 06176-TRUSS JOIST FLOOR SYSTEM 06100=3/4' T&G PLYWOOD p - - - = J A309 5 PER�IIT SET June 10, 2003 Manuf finish � A9.7 06100 TRUSS JOIST FLaOR SYSTEM � I .9 — _ — 12 � � 9 " _ A9.7 � � � � (� ~ �� A9 7 � - - I I THIRD FLOOR�., iHIRD FLOOR I � p EL 8232'-0' EL 8232'-0" SHEET CONTENTS i �o �� BUILDING 'A' SECTIONS 06100-HEAVY TIMBER BEAM & � � �� ` �� , p � 05400-1/2" RESILIENT CHANNEL LEDGER, RE STRUCT 05400-1/2 RESILIENT CHANNEL 09260-GYPSUM BOARD - 06100-WOOD DECKING- 3" 05400-1/2" RESILIANT CHANNEL 09260-GYPSU�I BOARD,1 LAYER 5/8p TYPE X . n 09260-GYPSUM BOARD,1 LAYER 5/8" TYPE � I�ANAGER S 1 LAYER 5/8 TYPE X 09260-GYPSUM BOARD,5/8° TYPE X � UNIT A 0926D-GYPSUM BOARD,5/8" T1PE 'X' UNIT �0� 07210-BATT INSULATION, R19 A208 9 A205 06100-2x6 STl1D WALL SYSTEM, - T D WALL SYSTEM 9 � A9.7 � 1 06100 2x6 S U A9� OPP HAND ��,�... M..•. I I � 07210-BATT INSULATION, R19 • 12 �� co A � �� 4 Q,��•• . �94 12 � � - , . , � 15 rome �: O A9.7 I I SECOND FLOOR SECOND FLOOR � � � P EL 8222-9 1/2 EL 8222'-9 1/2' ( . 06100-RIM BOARD ( � � � � A9 8 �' Edwa�u0y el I =� ( 1 i i �,: :'� 06100-RIM BOARD 06100-1/2° EXTERIOR SHEATHING „ n 06100-EXTERIOR SHEATHING - 1/2" PLYW001 � � J �` .�� 06100-BEAM, RE• STRUC1llRAL �Fi�;'•• -'�,�� rs��J 09220-3 COAT STUCCO 5Y51EM 07133-SHEET WATERPR�OFING � 06100-1 2 SOFFIT MATERIAL � SF�.�R�`'�--�`,`, V ' 07133-SHEET WATERPROOFING � p ,� 06100-2x6 STUD WALL SYSTEM D3360-HAZARD MITIGAl10N Re wall type 7 03360-HAZARD WALL, RE STRUCT a 06173-PRE-ENGINEERED WOOD TRUSS 07210-BATT INSl1LAT10N, R19 14 UNIT A MITIGATION WALL, RE STRUCT 03300-CONCREiE SLAB ON 5 LOF ICE A9� 09260-GYPSUM BOARD,5/8° TYPE X Ag,� ppp, A105 03300-CONCRETE SLAB ON GRADE, RE STRUCT pg,7 � D7210-BATT INSULATION, Rt9 HAND GRADE, RE STRUCT 06100-2x6 TREATED WOOD BOTTOM PLATE � � 09220-3 COAT STUCCO SYSTEM PROJECT NO.: 021D r 1 06100-2x6 TREATED WOOD BOTTOM PLATE < r 1 i ' � 061�0=2x6 STUD WALL SYSTEM � � ;� , 04853 THIN STONE VENEER DATE June 10, 2003 ( I r , T.O. CONCREfE TO CONCRETE � � I I BASE BEYOND . . � - ' I _- _ a , EL 8213'-6' EL 8213'-6" , ' _ _ DRAWING N0: 03300-CAST- IN- PLACE CONCRETE � I I I� I I- � � � � I� 1 03300-CAST-IN-PLACE CONCRETE FROST WALL, RE STRUCT � . � � FlLL AND DRAIN, RE: `__, =I I FROST WALL, RE STRUCT � � � I I I I ` � ENGINEER INEER, CIVIL FILL, RE: SOILS ENGINfFR AND CIVIL ��I I ' 0720D-RIGID BOARD INSULATION, 2° 5 p 07210-RIGID BOARD INSULATION, 2" ' OPP. A9,7 . z BUILDING SECTION H�� , BUILDING SECTION } A51A SCALE. 1/4'=1'-0° A51A SCALE: 1/4"=1'-0' - � � � f � , � � - 3 07312-ASPHALT SHINGLES - � p ODELL ARCHITECTS, P.C. U ARCHITECTUR6 PL9NNINC INTERIOR9 32a65 Castle Court,Smte 15�, Evergreen,Colamdo 80439 Tdephane 30J670.5980 Facseiule 30�6107162 07300-ASPHALT SHINGLES Copynght Ths documeit�s an instmment of sernces,ond as such remmns 07311 -SHEET WATERPROOFING ihe propaty af lhe kchdect Pertnissim(a use of 1h�s doament is fmited and cm be eztended anly 6y agreement with Oddl Archdsls,P C 06100-ROOF SHEATHING 06173-PREFABRICATED WOOD TRUSS T 0 RIDGE�, EL 8271'-4' � 06100-2x4 FASCIA, Stain ;"; � 06100-2x10 FASCIA, Stain W COUGHLIN BL COMPA�IY INC. RECYCLING TRASH TRASH � TRASH 06100-1/2" SOFFIT MATERIAL, perforated A316 �� A315 A314 A313 ° 06100-1/2" RESILIENT CHANNEL 06200-WOOD BRACKET, Stain N 09260-GYPSUM BOARD, 06100-2x10 FRIEZE BOARD 3'-10 1/2° 1 layer 5/B" type 'X' 10200-LOUVER, metal, paint 07600-SHEET METAL FLASHING � 10200-BIR� SPIKE ON TOP OF FRAME 061�D-6x10 T11�BER FRAME }1 n re Structural �+rV — — — — — — — — — — — — — — �-- . -�--- � 06116-TJI ROOF 1RUSS O4400-THIN VENEER STONE SYSiEI� ° � 07311 -SNEET WATERPROOFING � 6�-�° 6�-�� 06100-EXTERIOR SHEAIHING � EACH SIDE 09220-3 COAT STUCCO SYSTEM 09220-3 COAT STUCCO SYSTEM O 03300-CONCRETE SLAB ON GRADE 06100-2x6 WOOD STUD FRAMING RE STRUCT 06100-TREATED WDOD SILL, 2z4 03300-CONCRETE SLAB ON o GRADE & CONCRETE � STAIRS cV 05500-METAL RAIL, prefabricated T.O. WALK � I�anuf finish EL 8246'-4' �� 4 Z , �� STAIR � / � . 5 BUILDING SECTION 07720-SNOW FENCE A300 � � � A5.2A SCALE: 1/4'=1'-0" " � � � � 07312-ASPHALT SHINGLES � � f � o �� . � �-�. 0610D-2x4 FASCIA, Stain _`� ,�� .�'� _ O � � � ¢ � . 03300 CAST IN PLACE CONCRETE � � � , p '�� ' RE STRUCTN WALL � •� � � � . _ � , C� o � � . o . � � � VOID THIRD ROOR�, � � � EL 8240'-7' � - _ _ � � 0 � 06100-2z10 FASCIA, Stain - � � , 05500-I�ETAL RAIL; prefabricated � � 06200-WOOD BRACKET, STAIN _ - _ - _ � I�anuf finish � 06200-FRIEZE BOARD, PAINT _ _ - _ D7312-ASPHALT SHINGLES w � - - - - 07538-�1EMBRANE � STAIR 1'-11" � 10200-LOUVER, metal, pamt = - _ _ - _ _ - _ ROOFING, �' A200 06100-3x6 WOOD DECKING � -- - -- - -- - 06100-RODF SHEATHING, � � - _ - _ - re structural , � ' 03360-CONCRETE LAYBACK WALL — � �� RE STRUCTURAL � _ - _ _ - _ _ , ��.�_�� ,.a -- - - � 04853-THIN STONE VENEER - _ - - _ - - - ¢ ��'��/ 06100-WOOD LEDGER & BEA�I, _ _ - _ - _ � .'��_:'� ' RE. STRUCT. - - - - _ - � .'�_�.' � 06200-WOOD LINTEL, STAIN - - - _ � �� __- - __- - __ o p` �y - - SECOND FLOOR�, � — - — * EL 8229'-7' _ . _ _ _ � � _ _ _ TRASH "' 09220-3 COAT STUCCO SYSTEM - _ - - � _ - _ - - A311 �� r� � ,¢., • _ - - _ - - �`�\ � 06100-2x�TREATED WOOD RISER _ _ - _ � STAIR • -- - -- ��. � A100 . � . � _ — _ _ �i� `° ��.� _��. _ _ i �• rr— - ;�, 06100-WOOD STAIR IN FOREGROUND _ , � �_� � . _ _ _ = i u �� , / � � � / D3300-CONCRETE SLAB ON 07300-CRICKET - �'� `° '�� GRADE � T.0 SLAB DRAWN BY. ECJ 07312-ASPHALT SHINGLES - - . � �� :�a 07133-SHEET WATERPROOFING EL 6246'-5' . �_ . 06100-ROOF SHEATHING � ��'�// y I 06173-PRE-ENGINEERED W0� TRUSS TOCONCRETE CHECKED BY EL 8218'-6' Ofi176-TJI ROOF RAFTER, RE STRUCT <: I I I-1 I I- - T.O. RIDGE -I I I REVISIONS. EL 8252'-9' 4� 12 .' ��_� �6 F 03300-REN STR CT LAB ON GRADE � � I I I I No. Oescription Date BUILDING SECTION 06100-2z6 STUD WALL = Q 4 ° A52A SCALE 1/4'=1'-0' � � 1z 3 STAI R TOWER SECTI ON 0 �6 I A52A SCALE: 1/4'=1'-0' Q � � �' 06100-DRAFT STOP DOOR, t/2" PLYWOOD _ ,' PANEL, SELF CL051NG � ATT1C �/ ATT1C 07210-BATT INSULATION, R38 _ �. 4 3 �� 07720-SNOW FENCE ro Pu�� EL 8240'-D 7/e" 07312-ASPHALT SHINGLES ISSUE RECORD 12 12 , , , , . ,, 6� �6 No Descnptian Date � � `' 05400-1/2" RESILIENT CHANNEL 06100-2x4 FASCIA, Stain l� � 1 COORD SET, Jan. 23, 2003 �- 6'-5" 09260-GYPSUM BOARD; 2 DESIGN REVIEW SUBMITTAL Feb 10. 2003 ` � —L 3C° MR� CLR 7 TRCADC �11' CA 1 layn. Typ° 'Y' - - - � 07210-BATTINSULATION, R-19 3 DESIGN REVIEW SUBMITTAL I�ar. 24, 2003 9 06100-2x1D LEDGER, RE STRUCi _ _ -- 06176-TJI ROOF RAFTER, 4 PRICING SET Apnl 03, 2003 �IECHANICAL STAIR 06100-2x10 FASCIA, Stain = _ = RE STRUCTURAL I � A108 A3D7 06200-WOOD BRACKET, STAIN - 07310-ASPHALT SHINGLES 5 PER�IIT SET ,�ne 10, 2003 06173-PRE-ENGINEERE� 1RUSS 06200-FRIEZE BOARD, PAINT _ _ _ 07311 -SHEET WAlERPR00FING ° 06100-ROOF SHEATHING iHIRD FLOOR 10200-LOUVER, metal, pamt -- - -- - -- - 07300-CRICKET EL 6232'-0" , o - - - 2 � - - - ~' - - A9 7 OPP . 06100-BEAM, RE STRUCT - _ - - - _ - - _ H�p SHEET CONTENTS � 06100-2x8 STllD FRAMING ` - - - - p 06100-1/2" RESILIENT CHANNEL ` - - I�UILDING �A' SECTIONS ' �N 06100-GYPSUM BOARD, 1 LAYER 5/8" TY 04853-THIN STONE VENEER - - _ - - _ - _ - - - - - N � I � — - — - — - °' � 06200-W00� LINTEL, STAIN ` - - - - � 05500-METAL STAIRS & RAILING, - _ _ ° STNR SHARON STWRS - - _ � . A2D7 = - _ SECOND FLOOR ' _ ` EL 8222'-9 1 2' - 0� CO` � - _ � _ ,`�(,�f��•. ..�� . �,90 03300-PLANTER WALL _ - _ - _ �;••'• erome �:� _ -- TRASH ' Edward Udeli �y�. W 03300-CONCRETE STAIRS BEYOND _ - - — A311 • � 2U�y .•� � !°. , � - - � _ _ /� •f� - V �F/yS;�Q....�G�\�` � - - - - - � � 09260-GYPSUM BOARD,5/8° TYPE X = - = P .�� STAIR 07200-BATT INSULATION, R19 - _ _ - _ � ca A107 09220-3 COAT STUCCO SYSTEM TO CONCRETE - - w ° W 06100-2x6 STUD WALL SYSTEM EL 8246'-5" ° � ' . + � � �. , g - 04853-THIN STONE VENEER � PROJECT N0: D21D T.O, CONCRETE 4 BASE BEYOND EL 8213�-6' _ , . . � - DATE June 10, 2003 03300-CAST- IN- PLACE CONCRETE 03300-CONCRETE SLAB ON GRADE FROST WALL, RE STRUCT RE STRUCT - 06100-2x6 STU� WALL DRAWING NO• 07200-RIGID BOARD INSULATION, 2" � z BUILDING STAIR SECTION , BUILDING SECTION � A5.2A SCALE: 1/4"=1'-0� A52A SCALE. 1/4'=1'-0' Y � � � � � / 4 A5 2E 07700-TURBINE ROOF VENT BEYOND � 06100-DRAFT STOP DOOR, 1/2" PLYWOOD T 0. RIDGE PANEL W/SELF-CLOSING HINGE EL 8276'-3° 07100-SHEET WATERPROOFING I 06100-ROOFSHEAIHING ODELL ARCHITECTS, P.C. 07300-ASPHALT SHINGLES ARCHITECTURE PLANNINC INTER10R9 I 32065 Castle Court,Swte 150, Evergreen,Cdorado 80439 Telephooc 303 610 5980 Focsimle 303 670 7162 06100-PRE-ENGINEERED WOOD TRUSS 06100-PRE-EN(�NEERED WOOD TRUSS Cop�nght ihs document a�instrument of sernces,and as such remums � the prapaty of the Mchdect Permissian fa use of lfus doament 6 I'mled 07200-BATT INSULATION, R38 ��' and cm he ezteoded mly by agreernent with Oddl Architais,PC � ATT1C � I 07200-BATT INSULATION, R38 � \ TO PLATE 1`� EL. 8270'-0 7/8' 06100-WODD BEAM, RE• STRUCT 0540D-1/2° RESILIANT CHANNEL �, TO PLAiE 09200-GYPSUM BOARD,5/8" TYPE X EL 8270'-0 7/8' 0540D-1/2" RESILIANT CHANNEL I 05400-1/2° RE5ILIANT CHANNEL 092�0-GYPSUM BOARD, 5 8" TYPE X � �O�GM..IN�COMPA'VY INC. 09200-GYPSUM BOARD,5/8'� TYPE X � 03510-GYPSUM CONCRETE, 1° THICK � 05400-1/2" RESILIANT CHANNEL 06100-1RUSS JOIST FLOOR SYSTEM I 09200-G1PSl1M BOARD,5/8° TYPE X 0550�-PREFABRICATED METAL RAILING D3510-GYPSUM CONCRETE, 1" THICK - 06100-3z6 WOOD DECKING UNIT A i 06100-TRUSS JOIST FLOOR SYSTEM 06100-BEAI�, RE� STRUCT 8302 05500-PREFABRICATED METAL RAILING iHIRD FLOOR I THIRD FLOOR EL 6262'-D' i - x Q 8262'-0' 06100-2x6 WOOD S1UD h iHIRD FLOOR O6 - , WALL SYSTEM EL 8262'-0' � \� 05500-METAL STAIRS & RAILING, 09200-GYPSUM BOARD,5/S" TYPE X SHARON STAIRS 09210-3 COAT STUCCO SYSTEM 06100-2x6 WOOD STUD � � � I WALL SYSTEM � 06100-2z6 WOOD STUD 07200-SDUND INSULATION, R-11 09200-GYPSUM BOARD,5/8" TYPE X o � `_ , WALL SYSTEM i 09210-3 COAT STUCCO SYSTEM � �� 09210-3 COAT STUCCO SYSTEM 06100-PRE-ENGINEERED WOOD TRUSS ( 07200-SOUND INSULATION, R-11 � G/ 04400-THIN VENEER STONE BASE � � �W 09200-GYPSUM BOARD,5/8p TYPE X BEYOND UNIT A i � �' ezo2 0 � f � � � 0 4 4 0 9-T H I N V E N E E R S T O N E B A S E SECOND FLOOR ( BEYOND SECOND FLOOR � � EL. 8252'-9 1/2' � EL. 8252'-9 1/2' ` SECOND FLOOR . i i�i i i�i�iiiiii i�iii — 1u=��u=ll1=1u- EL 8252-9 1/2' . 03300-CONCRETE SLAB ON : ii_ii L-;i-i-, 07140-FLUID APPLIED WATERPROOFING � � ��-�=�r� � GRADE -��-�- , �u�=�r�u�u � I�III-III=�II-II�I I�I��III� 07140-FLUID APPLIED WATERPROOFING �� 03300-CAST-IN-PLACE CONCRETE - _- 033U0-CAST-IN-PLACE CONCRETE - FOUNDAlION WALL & FOOTING -��- - FOl1NDATlON WALL & FOOTING ' � ��-��-�� . �� _��_��_� � ' "'�'��'��`�' � � . '��"'��"�~� 03300-CAST-IN-PLACE CONCRETE _ u�--�ii�ii�i 06100-BEAM, RE STRUCT (STUCCO WRAP) ii-iii-iii�ii-ii �,,,-„�TH�i �� FOUNDATION WALL & FOOTING � urii-ii-iii- . ii i�-ni-ii ' „-i,_�,,,�,i, 0540D-t/2° RESILIANT CHANNEL ,_„-,_„�--;,,�;-„ � � �u ii�iii- � I �-ii�i�nriii � • - - 03300-CONCRETE SLAB ON 09200-GYPSUM BOARD, 1 Layer 5/8 type X 11NIT A - ' ��r°-�'��'�-' � C� `"� � ui�ii-iii-i GRADE � � , ii �iii�ii .-� �/] O i�ii�T�r� 8102 �'�� i=ii--_ � � iii-ni-ii iii- i-iii-_ �=� STUCCO COLUMN BEYOND I S�-' - - - 03300-CONCRETE SLAB ON � .� i°�1°_�� GRADE �uru� ii=iini�iii � .� � . u-n=i � i i-i u=i i i-i O i i�-i T.O. CONCRElE i • i i i�� < ii�urii , . u=ii�ii-i ° �� EL 8243-6 �-�!i � � � .--� _u�in n�iu-ii 0 ° = =� =i- = = = � ��_�! � �-1 T � T 0 CONCRETE . -ll-i i- - � . - ° u_iii � ••--� �./ iTi-u-i ' ii=iii ii-u- _ _ � =iii=iu=in=iu=iu=iii=i i=�� C� i i i iii ii i��i� � r--� � �ii iii=iii�i ii�i�iii=i � � � �� i-ii u- u=iii i � I I�L�l�l I I—I I 07200-RIGID BOARD INSULAIION, 2" -��_�� O � ii iiriiiii °ii� F�I =1II= ^ � — � � � � � 5 BUILDING SECTION 4 BUILDING SECTION = 3 BUILDING SECTION A5 3B SCALE: 1/4'=1'-0" A5 38 SCALE: 1/4"=1'-0" A5 3B SCALE• 1/4'=1'-�" � !�� • �� . 4 A5.2E TO RIDGE 07700-TURBINE ROOF VENT BEYOND DRAWN BY BJV EL. 8276'-7' � 07100-SHEET WATERPROOFING D61D0-ROOF SHEATHING CHECKED BY D7300-ASPHALT SHINGLES � REVISIONS. I06100-PRE-ENGINEERED WOOD TRUSS ,' i 06100-DRAFT STOP DOOR, 1�2° PLYWOOD 0770D-TURBINE ROOF VENT BEYOND No Description Date ,� PANEL W/ SELF-CLOSING HINGE � ( ATT1C ' 07200-BATT INSULATION, R38 06100-DRAFT STOP DOOR, 1�2" PLYWOOD � � ��\\ i PANEL W/ SELF-CLO ING HINGE Q \ 4 (FIELD-COORDINATE LOCATIDN 06100-WOOD BEA�1, RE STRUCT (STUCCO WRAP) A5.2E AWAY FROM WEBS IN TRUSS) � T 0 PLATE _ � T 0 RIDGE Q EL 8267'-0 7/B' i El. 8267'-1' _ 05400-1/2" RESILIANT CHANNEL 071D0-SHEET WAiERPR00FING Q i 09200-GIPSUM BOARD, 5/8" TYPE X 12 D6100-ROOF SHEATHING I 05400-1/2° RESILIANT CHANNEL � 6� �Z 07300-ASPHALT SHINGLES 09200-GIPSUM BOARD, 5/8" TYPE X � 6 06100-PRE-ENGINEERED WOOD TRUSS UNIT A i 03510-GYPSUM CONCRETE, 1" THICK � B304 06100-TRUSS JQIST FLOOR SYSTE�I i ,'� I 05500-PREFABRICATED I�ETAL RAILING �, ISSUE RECORD 07200-BATT INSULATION, R38 I - I ATTIC �\ 06100-BEAM, RE STRUCT No. Descnption Date 06100 3z6 WOOD DECKING i 0 �.\ iHIRD FLOOR __ 06100-BEAM, RE STRUCT � 1 COORD SET Jan. 23, 2003 EL. 8259�-0� T 0 f'LATC 2 DC310N RCVICW 3UDMITTAL ��L 10, 2003 • 06100-2x6 WOOD STUD EL 8257'-1D 3/e" WALL SYSTE�1 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 CONTINUE ATTIC DRAFT-STOP � 09200-GYPSUM BOARD,5 8° T1PE X -- 09200-GYPSUM BOARD,5/8" TYPE X 4 PRICING SET Aprd 03, 2003 � INTO CONCEALED SPACE � EAVE � 09210-3 COAT STUCCO SYSTEM OVERHANG, TYP 09210-3 COAT STUCCO SYSTE�I 06100-PRE-ENGINEERED WOOD TRUSS I �7200-50UND INSULATION, R-11 061(lU-PRE-ENGINEERED TRUSS 07200-SOUND INSULATION, R-11 5 PERMIT SET June 1D, 2003 UNIT A i I UNIT A 06100-2x6 WOOD STUD 8204 i B208 WALL SYSTEM I 04400-THIN VENEER STONE BASE D4400-THIN VENEER STONE BASE i BEYOND I BEYOND i SHEET CONTENTS �SECOND FLOOR _ _ _ ,�SECOND FLOOR SECOND fL00R BUILDING 'B' SECTIONS ' " - EL 8249'-9 1/2' � EL. 6249'-9 1/2" EL 8249-9 1/2 - � i u=ii=n i-i-i riii �- , �--_ - - 07140-FLUID APPLIED WATERPROOFING i i�-i i�i i-i i _m- -m_ _�� i ii-ii ii-ii ii i � -r� 07140-FLUID APPLIED WATERPROOFING . i� iiiiiii�ii _ =�= -�- 03300-CAST-IN-PLACE CONCRETE i "��i��l��ii A 06100=BEA�I, RE STRUCT (STUCC� WRAP I iii ii-,�ii FOUNDATION WALL & FOOTiNG 06100-BEAM, RE STRUCT (STUCCO WRAP) _ �_ _�- �5400-1/2 RESILIANT CHANNEL 05400 1/2" RESILIANT CHANNEL , �� 05400-1/2" RESILIANT CHANNEL I " ti - - 09200-GYPSUM BOARD, 1 Layer 5/8" type X UNIT A i �-u�-��_ � = =�= -� 09200-G1P5UM BOARD, 1 Layer 5/8" type X B104 �� 0920D-GYPSUM BOARD, 1 Layer 5/8 type X i 11NIT A � ,�„�,�,_„ ,�, 06100-TRUSS JOIST FLOOR SYSTEI� � i�i�iiii�n B108 '� _ _� 03300-CAST-IN-PLACE CONCRETE S T U C C O C O L U M N B E Y O N D ( ��- 0 3 3 D 0-C O N C R E l E S L A B O N COLUMN BEYOND COVERED a' = ' F O U N D A T I O N W A L L & f 0 0 T I N G °' �� ''••�� i n-iii� I �i i ii� �'� . � '•",'9!� i „�;�„ GRADE WALKWAY _ � I_� � � _ _�_ 03300-CONCRETE SLAB ON lerome �:O I : °_��- �-i e EdWard Odell :� iir�ii�n 04400-STONE VENEER L u-ii GRADE i_i�i-i i p T 0. CONCRETE 2 � T.O. CON(�iEiE ii�ii -�� - � b Oe,9 �EL 824D�-6' " , ! . - , ��-��-�� EL 824D'-6' ��' :'� � i i i-_�r-i-_i " = n=n= _ _ _ _ =u i�u i�i i n=i =u u - u-u - - � - -i_i- - =i_ � ��''4 �• C� — —ui=ii � �`° f� . � �_ _�= °�� I 07200-RIGID BOARD INSl1LATI0N, 2" - - _-_ = RE 5DIL5 ENGINEER FOR DRAINAGE '� �S•,.°'•,•'°.••��• ii u-�i ii u-�� i-n�iii-n- iii�u-ii �=I i- ii-ii i Fp �G � ��-� �� -�� "_"'�r�"-"- "_'-'-"' AND FILL REQUIRE�IENTS A =�' _ ��= i 07200-RIGID BOARD INSULATION, 2° i-ii i ii iiiTii� �u�i!ii° i��ii� I �ii - � _ _ = ` �. i��iri ° � � ' � ii�iiri � � PROJECT NO• D210 DATE June 10, 2003 - DRAWING NO.. � BUILDING SECTION , BUILDING SECTION A53B SCALE: 1/4"=1�-0' A5.3B SCALE: 1/4'=1'-0' � ' � � �� . ODELL ARCHITECTS, P.C. ARCHITECTURE PLANNINC INTERIOR9 3Z065 Costle Cart,Sude 150, E�ergreen,Cdamdo 80439 Tdephanr 3036705960 Faaim�le 30J6107162 Copynght Ths dceument is an mstmment o(sernces,m�d as such remams ihe property of the Mchded Permission fa use af lhis dawment is Imited nnd cm he eictended only by agreement with Oddl Architecis,P G \.,C/ GOl;GH1..IN&COMPA'�Y INC. � � o � � o �,., N � O \� � N � N � � � e O) � O J � Q 1`r] � O ¢ � W � � � a , � � °� _� . � .� .� � O . �"'� � ,•� � O � � o � � .� � � ,o � �: � --' � •.-r C� N � � A � � � 4� � � WEST STAIR SECTION � A5 46 SCALE 1/4°=1'-0' � � �� • �� _ t DRAWN BY. BJV CHECKED BY REVISIONS No Descnption Date 0 _ � 0 � � _ � 03510—GYP5U�1 CONCRETE, t" THICK 18 ISSUE RECORD 0fi100—TRUSS JOIST FLOOR SYSTEM A9 9 06100—PRE—ENGINEERED WOOD TRUSS � � � No Descnption Date r 1 U72D0—BATT INSULA110N, R38 1 COORD SET. Jan 23, 2003 2 DC�ICN f7CVICW CUDMITTAL. f ob 10, 2003 ' � � 05400-1/2" RESILIANT CHANNEL ` � 09200—GIPSUM BOARD,5/8" T1PE X 3 DESIGN REVIEW SUBMITTAL I�ar. 24, 2003 05400—1/2" RESILIANT CHANNEL 03510—GYPSUM CONCRETE, 1" THICK 4 PRICING SET Apnl 03, 2003 � 19 09200—GYPSUM BOARD,5/8" TYPE X 06100—iRUSS JOIST FLOOR SYSTEM A9 8 09200—GYPSUM BOARD,S/8° TYPE X, EACH SIDE 09200—GYPSUM BOARD,5/8" TYPE X 5 PERt�IT SET June 1D, 2003 ^ �1 07200—SOUND INSULATION � 06100—2x6 WOOD STUD 07200—SOUND INSULATION, R-11 � �5�� WALL SYSTE�I 061D0—2x6 WOOD STUD ��i�—�� ° � 06100—SOLID BLOCKING/DRAFT—STOP WALL SYSTEM i=i i i—iiH u=�i i—i i— iTi Z—i i � n Ti ��— — a � SHEET CONTENTS• ��—��i�� _ > > ii=ii u ii ii . -�� i � BUILDING B �_��_� -�� t u� �a� � —�_ _ _ — I 07140—FLl11D APPLIED WATERPROOFING n—iii�� l I - �� i i ii i iii i iiiiiin iiin i n�ii_ ._ � i iii_iu_ui_iii_iii_i III�=I��II , l i i ii _ lii i 02200—DRAINAGE AGGREGATE BACKFILL ��irui=iii�� iii=iii��i=iu-iii , ii ii ,i ii r i�r�- 02200—COMPACTED BACKFILL ii�i� • ii�i�iii�i iii ii ui=in—iu i=iii=iu=ui=iii=i i i Ti n Ti i i i i T iTi ii�ii�ii— � - — — — 06100—2x4 FURRING STUD �u�=n�� r�i�=�u=��=�i i� i� �� A97 �� T �� T ��ii�ii� - 03300—CAST—IN—PLACE CONCRETE , _ __ — 03300—CAST—IN—PLACE CONCRETE � QF C � �i ' FOUNDATION WALL & FOOT1NG " ' "' ' FOUNDATION WALL & FOOTING �N.. � i�ii� < l��iii�i � �. ;, ;, • 02200—DRAINAGE AGGREGATE, RE SOILS ENG , ° ° = 033D0—CONCRETE 5LA8 ON ,`Q..� � ti�q� — ° i=ii�ni�i�=ni=iu=iii= _ _ _ — — — _ — — — — — — — — — — — — — — — y.; ;s O iii=iii=i 02200—COMPACTED GRADE, RE SOILS ENG — ��_T T GRADE i—ui—ii� , �� - - 1 5 4 0 0—F O U N D A T I O N D R A I N, R E S O I L S E N G Z s �i�—ii _ n i—i i i— —l�i -, _ dward Udell :� —ii�ui � - ^ . � a r . � T �-2089 :� �� . i— ��•.. °C; i i i—u i , .° ' � ° — — — — — — — — =i i i i=i i i i i=u i u=i ° i i C�•, `� _ i=i i i=i u=n i=u ri n=i u= _ _ _ _ _ _ _ — _ _ — _ _ _ - — _ _ _ — - _ _ _ _ _ _ _ _ _ _ _ _ _ — _ — _ _ — _ — — — _ _ _ — _ — _ — — — _ — — — — — — — — — — — — — — �`•. `,� /jr'•••.......•••'�� SF� PRG � . ' PROJECT NO.. OP10 DATE June 10, 2003 � • DRAWING N0. , LONGITUDINAL BUILDING SECTION A5 48 SCALE: 1/4'=1'-0' � } � � , r � � I 05500-ELEVATOR HOIST BEAM, „ Re Structural ' ODELL ARCHITECTS, P.C. � ARCHITECTURE PLANNINC INTBRIORS T.O. C�IU ' e ° EL 8339�-5� 32065 Cnstle Court,Smte 150, Evergreen,Cdarado 80439 Tdephaoe 3036705960 FacsimBe 3036107162 Cop�nght Ths document is an mstmment of sernces,and as such remoms Ue property o(the Archdect Permissian(a use of Ihis daumeni rs Cmited and cm he eztended only by agreement wifh Oddl Archdects,P C ELEVATOR �IACHINE ROOM � 8 7 a a < FlNIS�I FLOOR�, STEEL LADDER; � EL 8331'-11' 01300-ASPHALT SHINGLES �,C� CO�GHI.,IN �COMPA'�Y INC. 07133-SHEET WATERPROOFING 06100-ROOF SHEATHING 06100-2x4 FASCIA, Stain �—� CUSTDDIAL 0610D-2x10 FASCIA, Stain 1 Rpp� � � m ti 500A tl 06100-1/2° SOFFIT MATERIAL ` _ � 06100-2x10 FRIEZE BD, Stain 5 HANDRAIL, By stair � A912 Manufacturer o � METAL STAIR, Premanufactured � 06100-PREFABRICATED WOOD TRUSS � 07200-BATT INSULATION, R3S O FlNISH FLOOR� T 0 PLAiE - - - - - EL 8317'-0' EL 8315'-11 3/8� � — — — � CUSTODIAL � 07200-BATT INSULATION, R11 I I R00�I 03510-GYPSUM CONCRETE, 1' THICK I I 400A �� UIVIT L 06100-3/4° T&G PLYWOOD I I � - C416 06100-TRUSS JOIST FLOOR SYSTEM I I I I � � � _• � i � � � � I � � . FINISH FLOOR�, ( � .�..� '~ � EL. 8307-10 1/Z' EL, 8301'�-9 1/2' O � � � . . � p � •� � 05400-1/2 RESILIANT CHANNEL ELEVATOR C� �+ � �IACHINE R001� O r..� ^ 09200-5/9" GYPSUM BOAR� � .--� ;'� 1 layer, Type 'X' � 300A � � � � UNIT L 09200-5/B" GYPSUM BOAR�, 073�0-ASPHALT SHINGLES 5 A910 C316 2 layers, Type X � � 07133-SHEET WATERPROOFING A9�� 06100-2x6 STUD WALL SYSTEM, � O610D-ROOF SHEATHING RE STRUCT � 06100-2z4 FASCIA, Stain �-— �� 11 07200-BATT INSULATION, R19 a n � 06100-2z10 FASCIA, Stam � � I I FlNISH RDOR� FlNISH FLOOR � � � EL 8298'-B' — — — — — El. 8298'-r� � 06100-1/2" SOFFIT I�ATERIAL 06100-2x10 FRIEZE BQ, Stain � d d d � 06100-RIM BOARD 09200-5/8" GYPSUI�,BOARD, 1 layer, Type X' a a • 05500-ELEVATOR HOIST BEAM, � ] UNIT L 07000-BUILDING PAPER Re Structural y t ' C216 0921D-3 COAT STUCCO SYSTEM 15000-ELEVATOR HOISTWAY VENT, Re Mechanical � Z V o � � o � FINISH FLOOR � N � �� - EL. 8289�-5 1/2• � FlNIW ROOR�, TO PLATE - - - - - — - - - - - - - � EL. 8288'-2 7/8" — — EL 8289'-4 1/2� � 07200-3 COAT STUCCO 07300-A PHALT SHINGLES UNIT J UNIT L SYSTEM � 4 Cll6 07133-SHEET WATERPROOFING pg�p �»� 2 A9 9 00000-Re.0 St uctural 06100-ROOF SHEATHING A9 9 DRAWN BY• ECJ FlNISH RODR �_� �� - � FINISH FLOOR � CHECKED B / � � EL. 8280'-2' � B��-2• 1 I � FlNISH FLOOR r, REVISIONS. � � � � , . ° - - - - - r, TO PLATE ' � � d e � •. ° Q ° + a G • 4 a a � EL 8280�—�a EL. 8279'-0 3/8� � � � � ,'. : � : .� . r r F,. � . � � . l ' �` � � No Description Date ` � � � � � + l J �_� ,a a Q e Q� � � "° 03300-CAST-IN-PLACE 0 5 UNIT L • � 09210-3 COAT STUCCO SYSTEM A9�p P107 � a a Re Structural 0 CON 072D�-BATT INSULAl10N, R19 4 A9.9 � a 07200-3 COAT STUCCO Q „a 5Y5TEM FlNISH FLOOR �� ' � � e d e E1. 8270'-11 1/2' � ' < \` � / � � — _ — � a � I I ISSUE RECORD 07200-BATT INSULAl10N, Rit N — =1 I 1=1 I I I I 03510-GYPSUM CDNCRETE, 1" THICK •�r � ° . . � � • ° . , r..'. • ,+r "+ � �I�i�I I I=��=��=� ` I I No. Descnption Date � I-I I I-I I I-I I I-I I i » UNIT L •,, . . �� . . �r '� •r '. �" �—I�I—I��I I� I I 06100-3/4 T&G PLYWOOD , P212 ` �'� � }� �v �r `� `� '� a -��—��—�� A I � 1 COORD SET. Jarl 23, 2003 06100-TRUSS JOIST FLOOR SYSTEM �p � � iy +, + ; -��I—{��—� e —I I I—I I I I I � DESICN REUEW SUBWTTd1 Fo6 1f1 �aa� Z _ A < A9.10 e � -1 I II I II Q I I 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2D03 �- � a 'I� � ° FlNISH FLOOR 4 PRICING SET April 03, 2003 • � g 6�� ` 'II � a EL. 8262'-6' 5 PER�IIT SET June 10, 2003 � � , r ` � 1 a 4 e d 05440-1/2" RESILIAN7 CHANNEL <� 09200-5/8° GYPSUM BOARD, . 1 layer, Type 'X' UNIT L � " • „ P314 ° a SHEET CONTENTS. 09200-5/8 GYPSUM BOARD, - 5 � .��—��— - -I I I—= i — i _� �a B U I LD I N G ��C�� 2 layers, Type X I I I-I I�I I 1=1 I 1=1 I I-I I 1=I I I=1 I I-I I 1=1 I 1=1 I 1= =1 - I I-I I I-I I I-i i I-I I 1=1 I 1=I�i-I I I-1 I I,;I I�_"'- '''- 06100-2x6 STUD WALL SYSTEM, A9�9 I I I—I I I—I I I—I I li��'— RE STRUCT . �i-i i i-�i�-�i i; B U I LD I I I I=I I I=I I I-i Fl N� F L O O R —' I I-I I I-I I1='' • a.. az52'-s' �, FlNISH FLOOR � I � . , r I II I II I II I I� I ° — — — — — — — — — EL. 8252-51/1 � � III_II � • r - �y I I I I ;_1= I I-1 I = I =1 I 1=1 1= � - ' �-�- - I =1 =1 1= 1= I 1=1 I 1= I— — — _ _ — — — — _ �a — _ — — _ _ _ — — — — — — _ — — — — _ 1 r _ _ _ 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 ITI I II a I I II I I��I I I-I I'—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 I— a � — — — — — — — _ ' "-I I I-�'' -I I 1=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 I I o ` 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 a I I 1=1 I�I I I�-I I I-1 I�I I I-I I I-I I�I I o � ' 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=1 I I 0 I-1 ; I I I-I I I li I I tl- I I 1= , -i I 1=1 I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I ' I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I� .� . •• •'��o�, -1 I I I I-I I I-I I I i ° - � �i� I °��j� I -�� - �j =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�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 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 I I I I I� �-,. '° ••.:-�� -��-��r i I 1=1 I 1-I I I-I ° I I I-I I I-I I I-1 I 1=1 I 1=1 I i-I I I-I I 1=1 I I I I-I I 1=1 I I-I I I-I I I-I I I-I I I-I I I-I I I- l e r o m e ' � ��_�� I 1=1I 1=1I 1=1I I 1=1 I 1=1 I 1=1 I 1=I I 1=1 I 1=I I I=1 I 1=1 I I ' I I 1=I I 1=I I I=1 I I=1 I 1=1 I 1=1 I 1=I I I-I I I=I v �d,�ard Otleli o� PARKING GARAGE• RE; STRUCTURAL -I . , • , I I I—I I I- m (� � � � I I e� ° e e � � � d g , . ' de d e a � , a � I I I—I I I—I ° �'ZV�9 —I ° � d d e e a e r� . � °� .4 1 d •a a °� . a �• ° � a a e d ° � d a e , . I I I-I i I- �/�a ��C� /� � a r e e a � d ° a � de p ` �a •f° 4 o d a � 4 • I II—I II—I ° e°�� . `// I I I II � e 'a a � e , o Q a a e � ° a �d , •e 4 d pa p a , _I I II I II I II I If . ��s1.�0°°eaeD•��a�� 1 � e d a a ° a � < r_ P .- . � II� = i ==-!__ =!==_!�- '_ ' - ��,__!_ _ � _-= i =i=== i =_i-111�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-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 I-I I I-I I I-I I -��I-1 I 1=1 I�I I I-1 I I-1 I I-1 I 1=1 I 1-1 I I-1 I 1=�' -i I 1-1 I I- I-1 I 1=1 I I-I I 1=1 I I I-i I I-I I 1=1 I I-I I I-I I I-I I I-I I I- " -I I 1= —I�� 055D0-STEEL LADDER ��—I�� — ��_��_��_�_��_��-1 I�—��—,��—��—�i i _ILI=1 I 1=JJ.-1 I I- "'_��' ' I 1-1 I ,;,=I I I,;,I I I- �-"'- PROJECT NO.: 0210 15000-ELEVATOR PIT DRAIN, DATE June 10, 2003 Re Plumbing ---' ' D0000-HYDRAULIC JACK, DRAWING NO• z BUILDING 'C' SECTION , BUILDING 'C' SECTION A5 5C SCALE. 1/4'=1'-0" A5 5C SCALE: 1/4'=1'-0' � � � � � � � � .� 8 7 ODELL ARCHITECTS, P.C. • ARCHITECTURE PLANNINC INTERIOR9 3Z065 CasNe Court,Smte 150, Evergreen,Cdarodo 8(1439 Telephane 30J.67059B0 Facsimle 3036107162 Cop}nght Th�s document s an mstmment af sernces,and as such remams the property ot the Mch�ted Permission fa use af 1Ms davment is Imded and cm 6e eutended anly by ogrcement with Oddl Archdxls,P C B � co�;��.� &co�A�►��. 5 A9�2 07300—ASPHALT SHINGLES D7133—SHEET WATERPRODFING � � 06100—ROOF SHEATHING � 07300—ASPHALT SHINGLES � — — 07133—SHEET WATERPROOFING ( }�(� 06100—ROOF SHEATHING � �`M 06100—2z4 FASCIA, Stain 06100—2z10 FASCIA, Stain — 06100—PREFABRICATED WOOD TRUSS � 07200—BATT INSULAl10N, R38 o �� 06100—1/2° SOffIT MATERIAL 06100—2x10 FRIEZE BD, Stain � T 0.PLATE � EL 8315'-11 3/8' O D7200—BATT INSULATION, R11 03510—GYPSUM CONCRETE, 1" THICK 06100—3/4" T&G PLYWOOD _ UNIT D 06100—TRUSS JOIST FLOOR SYSTEM 14 C415 � A9 9 �� 17 � A912 ( EL O I—�1D 1/2' C"� � -' f 1 ( — `� .`—� � O 16 l � � 05400—1/2° RESILIANT CHANNEL � •--� Cd 09200—5/8" G1P5UM BOARD, O r..� '—' i..� � A9.12 N 1 layer, Type 'X' � � � O �W 09200—5/8" GYPSUM BOARD, � � N � UNIT D 2 layers, Type 'X' � T l � � � � �15 06100—2x6 S1UD WALL SYSIEM, � � •� v l J RE STRUCT � � � � 07200—BATT INSULATION, R19 � � � '� 09210—3 COAT STUCCO SYSTEM FlNISH FLOOR � a� O � 09200—5/8" GYPSUM BOARD, EL 8298'-8' Q ,�,� � � 1 lay�r, Type 'X' 5 06100—2z6 STUD WALL SYSTEM, A912 � RE SIRUCT _ � 06100—RIM BOARD 09200—5/8" GYPSUM BOARD, �—^ � � � , � 2 layers, Type 'X N � 061�0—2x4 FASCIA, Stain ( � 092D0—�IayeGYType X OARD, �7133—SHEET WATERPROOfING N� 061�0—2x10 FASCIA, Stain UNIT D � 2' up wall from roof ptane a, � � 10 C215 09210—3UCOAT STUCCO SYSIEM � � � 00000—CRICKET A9.10 Q 06100—1/2° SOFFIT MATERIAL �.� 06100—2x10 FRIEZE BD, Stain 07200—BATT INSULATION, R38 ^ J ^ � 1 FWISH FLOOR�, �� r.o. PLATE S� EL. 8289'-5 1/2' � EL. 8288'-2 7/B' � o � w � � • � ci-� � �� w . '�' � 09210–3 COAT STUCCO SYSTEM UNIT D � � � � 07200–BATT INSULATION, Rt9 UNIT D 9 C115 �� C118 A9 9 A9 9 0 _ w r�— 1 �� I FINISfi FLOOR EL 8280'-2' FlNISH FLOOR El. 8280'-2' a . ; , � . a . , � , . , a4 DRAWN BY: ECJ I P !' !' a!' !' !' e !' rr•� r•• �r r•• r•• r•� •r � � t � 1 � � l I � ` � • J CHECKED BY � . a � 0720�—BATT INSULATION, Rlt �W 03510—GYPSUM CONCRETE, 1" THICK �° REVISIONS. _ , , `; � 06100—3/4" T&G PLYWOOD UNIT D No Descnption Date � � 06100—TRUSS JOIST FLOOR SYSTEM P��$ �� 4 . • � A910 A9 9 Q ^ a Qs. �° d- � � � FlNISFI FLOOR r � � r � 0 ��_= EL 8270'-11 1/2' I I1=III=III— N � � � J � I I I—I I I—I� � I I � � �y. , � ��li�� M � l J U Q p d I I—I I tl �� N I—II 05400-1/2 RESILIANT CHANNEL - , ,e I I I� 0920D—5/8° GYPSUM BOARD, . '" " • ` ° " �' ""t � 1 la er, T e 'X' UNIT D ' � � r ' ''r 'r 'r 't '� � �, � r ��r +�, ++ +r �F � >�• •d�I II I I�I o 09200—5/8y GYPSUM BOARD, P213 , r 'r 'r ' " ISSUE RECORD I�I= i 2 layers, Type 'X' Y ° • — "' 06100—2x6 STUD WALL SYSTEM, � IIIII RE STRUCT a. No. Descnption Date , FlNISH FLDOR 1 COORD SET. J�. 23, 2003 �• ° EL 8261�_9" 1 n 7 �FSIGN RFVIfW S118�IITTAL Feb 10 2003 � ' � � 3 DESIGN REVIEW SUBMITTAL i�ar. 24, 2003 � �, .� � •� 4 PRICING SET April 03, 2003 � - �F 5 PERMIT SET June 10, 2003 — a, — — — — — �— — •a — — — II�� UNITD — — •' — — — — — — — — — — — e — — — — =1 I�=i i i—i— P315 I 1= —I I — i— �— . I— �I—I I 1=1 I 1=1 1=1 I�I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=� 5 � I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1= — — I��—' ''—'�1=1 I I ° I I I—I I I—(�I I I—I I I;,I I 1=i��—'' '�1=1 I 1=1 I I ° I I I- N I 1=1_I 1=1 I 1=1 I 1=1 I 1=1 I I—►�i=1 I I-1 I 1=1 I I="'— —I I I I I I—I s I—I I I—I i I—I I� I I I—I I I—I a I I—I � A9 9 —I i' � d �—�� ° ��—��— �—�� °� ��- � e �� —��= —I —1 I 1=i�i— � , I I 1- ' ° �� —i� SHEET CONTENTS 'C=� I�— �' I I I—I I I—I I I-1' �_ I I—I I 1=1 I I- FlNISH ROOR ( 1 ° ��-��-' B U I LD I N G "C" b _ � �d � ° � � � e e � a d I I—I I I—I =��_' EL. 8252—51/2 � . '=1 I I = =I 1=1 I I=��i I I;' = 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=i i= i =i i =i i=i i= • ��_��-r B U I LD I N G S E C TI 0 N S �_ � � �"_„—, '�1,-1 I I„,I I 1=1 I I,;,I I 1=1 I I—I I I I I I_ I II I I I ' I��I I I��II I i=� r l I I I I I I I I� 'I I—I I I I I 1= —iTl— I I 1=1 I 1=1 I I I—I i� '— i I„i' � � I I� ��I I II I II I I � _�� _ _,� -��,-��- �_� � _ PARKING GARAGE, RE STRUCIURAL � C ,.,.. .....,, ��;••' • ~;�-90 1 e �:� e Edward Udefl �.� ��:., d-2089 :�h . ,:�c, � �F�1%s�O...PRG;��'� .�I' � PROJECT ND• 0210 ' DATE June 10, 2003 __._! , DRAWING NO.: z BUILDING 'C' SECTION , BUILDING 'C' SECTION A5 6C SCALE. 1/4'=1'—Ou A5 6C SCALE. 1/4'=1'-0� � � � � � � � 3 2 1 ODELL ARCHITECTS, P.C. ARCAITECTIIRE PLANNING INTER10R9 32065 CasUe Court,5ute 150, Eoergrern,Colarodo 80439 Tde�hone 303 670 5980 Facsimle 303 6101162 Copynght Th�s dceument is an mstmme�t af sernces,und�such remoins ihe property of the Archdect Permissim fa use af lhis davment is Imded and cm be extended only hy agreement with Oddl Architects,P G 5 A9.12 06100-2x4 FASCIA, Stain O610D-2x10 FASCIA, 5tain � l GOVGHLiN& COMPA:VY INC. � � 06100-1/2" SOFFIT �IATERIAL � —�1 09210-3 COAT STUCCO SYS1�M 06100-2x10 FRIEZE BD, 5tain 07300-ASPHALT SHINGLES 07133-SHEET WATERPROOFING 06100-ROOF SHEATHING 07200-BATT INSULATION, R38 � �1 � I T 0 PLATE � T.O. PLATE I EL. 8326'-2 1/2' o � 1 EL 8325'-1 7/8' � �� 06100-1/2° SOFRT MATERIAL � A9 9 09200-5/S" GYPSU�1 BOARD, O UNIT D UNIT D 1 layer, Type 'X' 09210-3 COAT STUCCO SYSTE�I C505 �p �02 06100-2z10 STUD WALL SYSTEM, A9.10 RE; STRUCT FlNISH FLaOR � T 0 DECKING� � EL 8317'-1' e e e e EL. 8317'-01/2' �� _ � „ � � � a 09200-5/S GYPSU�I BOARD, � •�--� ' 1 layer, Type 'X' •� V� � UNIT D UNIT D 09210-3 COAT STUCCO SYSTEM � � .--� � 09210-3 COAT STUCCO SYSTEM O � .--i � � 07200-BATT INSl1LATlON, R19 C4D5 � C402 06100-RE STRUCWALL 5Y5TEM, � � O 07200-BATT INSULATIDN, R19 � � � ~ � �, •� � � o � ,� FlNISH FU10R � T 0 DECKING� � � �� E� s3o�'-�o�/z' �s U .. .. � � EL 8307'-�0' � > � c� � J ^a� O � 09200-5/S" GYPSU�I BOARD, ~ �-+ 07200-BATT INSULATION, R11 2 layers, Type 'X' � 03510-GYPSUM CONCRETE, t" THICK 6 � A9.9 �610D-3/4" T&G PLYWOOD UNIT D 8 UNIT D � 06100-1RUSS JOIST FLOOR SYSTEM C305 A9 9 C302 10 � E A910 � - -� � FlNISH FLODR T.O, DEq(ING EL 8298'-8' .. .. I EL 8298�-1 1/2� � 1 .--� ` � � 20 19 05400-1/2" RESILIANT CHANNEL A910 A910 09200-5/S" GYPSUM BOARD, UNIT D UNIT D � ,� � ' � 0 � t la r, T e X' C205 C202 � �———— ————� 09200-5/8" GIPSUI� BOARD, ( � 2 layers, Type 'X' . � � 06100-2z6 STUD WALL SYSTEHI, I I RE STRUCT I I I I FlNISH FLODR T 0 DECKING r, � � � � EL 8289'-5 1/2' EL. 8289'-5' II I I ee ee � ( (`——— � � � � DRAWN BY. ECJ ---� CHECKED BY � " �� UNIT D UA AD A9 9 C105 C102 2 1 REVISIONS. A9 9 A9 9 No. Description Date � FlNISH FLOOR � � � EL 8280'-2' � � e � a � � Q T 0 DECKING a d . a e . . I EL 8280'-1' Q a e a � e Q e � a� • a a e e " t d ° •a � • . . B� d d e e e � :. � ;�} .;* s:� � � . :. .:. ,:. ... . :..:s:. :..:.. .::.:.:.: . . . . ;,*::•:.y....:.:•: :::.: ::.:s ..::��r..::: „� • � ...:�'•:.:. :.•r :+ �:#+::r.. . . :::.::•,.::. :#»'' ;i* �;.� . �� . ,,:.e:: � � � � � �• � �. 1 � d �i.�i {* jF:. ' yv. ' � N w �� " ;>M ,i �M M Y ` r �1' i' �� 1 1r �F �� I � I � r r r r r r r• r � a O � e �y �+ 1� 'I 'I T '1 'I � _ � 03300-CONCRETE PIER, � a Q III—II ��—��—��—�� ' ��—��—�I I- Q 3 ' I I I—I I�—�-i I—I a I I�I I r �� A9 9 a I I I I I I I I I I�I I�I I I I�I I I I- - � � a � 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 I—I I I—I I I • I I I- d . • � ISSUE RECORD . • I I I-I I�I I I-1 ° . II��IIIII�II� II °I I 1=1 I 1=1 I 1=1 I I a. No Descnption Date I I-I I I-I I I I 1=1 I I-I I 1=1 I I- 4 -� � � I I—I I I=�� COORD SET Jan. 23, 2003 III��III�LI � \W � ` : i � N W z o�si�rv �enen 5uareirr►+� �eo ro, zoo� � � � �� a W � 07133-SHEET WATERPROOFING 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 Q ,d I I II i,� 4 PRICING SET Apnl 03, 2003 d ' °I I II I 5 PERI�IT SET June 10, 2003 � a Z . � .al Q a . ,... .: . .. ,: :: .::.::. �;, :,., r..:. .:.,..� ;y }� `#+� ++: . a ° � ,,:.>....>..:::,:.:..: �;�. :w. +,'it,+,,`� � �:# �!;�w '�;{+f• .,�,�...:.:, a ° ° � r r •r .;i' 'i.' :: �r1..: : ':}:S �b e �4' � . a ;� ;{, :## .:W� :i;Y' .',,y''J " •� � W � �� p7 �� • �> SHEET CONTENTS. :£ i� ��; +'� .i!j ` ' M y 9M t a � ;� i' #'� X; 9r �� ° BUILDING C ° ° BUILDING SECTIONS N N \� W � � � � � � d O� .-- c3 a w � ��e..�� . , , �� '�� °��e7o -��-1 I 1=1 I �� _ � ��- ,� - ' '�IIIII � IIIIIIIIIII,;,Ili=iii=ii�- -��-��! - �� _��=�I�illl�°e _ _ - - - 1e o : ' III- _ — i — — — I =— I===111� I rdGdell ;� 'I� I I I�i,I i I -"�=i I 1=1 I 1=i i i=��-��=1 I I;,I I 1=1 I f=1 I I-I I I-I I I-I I 1=1 a I I- � b-20�9 ° � "'—"'��=I I I=I I 1=1 I I I OD000-FOUNDATION DRAIN <�°o ,;GV , � , i i r �=iii�iiiiii i� , ��iir `'F°°°•.e•. •'�;�� nn -I I I��I ° I I- NS�,D...P��e� .0'J -� . I 1=1 I I�I I 1=I�i=",� I I I-I I i- a d ° I 1=1 I 1- PARKING GARAGE, RE STRl1CTURAL �, I • I IIII� �� I I PROJECT N0: 0210 �� ` � � DATE June 10, 2003 - '�, � DRAWING N0: k z BUILDING 'C' SECTION , BUILDING 'C' SECTION A57C SCALE: 1/4"=1'-0" A57C SCALE 1/4'=1'-0' � . � - � � � � ODELL ARCHITECTS, P.C. ARCHITECTURE PL9NNING INTBR10R9 3Z065 Castle Court,Sude 150, Evergreen,Cdarodo 80�39 Tdephon� 3036705980 Faaimle J036107162 Cop�nght Ths document�s an u�stmmmt af sernces,ond as s�ch remams ihe property af the kchded Permiss�an fa use of 1Ms davmenl R fmiled and cm be atended only by agreenent with Oddl Archdxis,P C � CO�GHI.,W 8L COMPA�VY INC. � � o � � � O 16 E D C A910 B �__� Q� 1 � � � i G� �, _ � l 1 � � -� o I ` � � � � . 07300-ASPHALT SHINGLES � ,� � � � 07133-SHEET WATERPROOfING O �' � � 15 6 �� 06100-ROOF 5HEAIHING � ^'" A910 A9.10 � �� 06100-PREFABRICATED WDQD TRUSS � � `� �� Q. '� O 07300-ASPHALT SHINGLES �__� /�- � G�� / � ,� '+� �--+ 07133-SHEET WATERPROOFING ( I �� ,.�� CC3 O6t00-ROOF SHEATHING ( � I �� O � 06100-PREFABRICATED WOOD TRUSS � A I T 0 PLAiE � l I � � EL 8288'-2 7/8' � � � � ` � � I � T 0 PLATE 11 � 5 A9�� • EL 6284'-11 7/8' UNIT J A910 �IXTERIOR CONDI110N UNIT D � A912 C117 C118 � � � �- � � i UNIT A A ) l � l 1 C120 FlNISH FLOOR �y � --� EL. 8280'-2' � --� �� FlNI9i ROOR EL 8276'-11" 07200-BATT INSULATION, Rtt • �� T0. PLATE _ _ _ _ _ _ _ _ _ _ l 1 P,T07L UPIT�$ 06100-3/4S T&G PLCYWOOD 'p �I� EL 8215'-9 3/B' . ` � 1 • 06100-TRUSS JOIST FLOOR SYSTEM 07300-ASPHALT SHINGLES A9.10 07133-SHEET WATERPROOFING �g 06100-ROOF SHEATHING qg g 06100-PREFABRICATED WDOD TRUSS UNIT A UNIT A �� P105 P106 FlNISH FLOOR � EL 8270'-11 1/2° DRAWN BY. ECJ 06100-2x4 FASCIA, Stain 06100-2x10 FASCIA, Stain , FlNI9i RDDR�, �- � 05400-1/2" RESILIANT CHANNEL CHECKED BY T 0 PLATE u u - a. azsr-a,�z• 09200-5/8° GYPSUM BOARD, _ 1 layer, Type 'X' REVISIONS. EL 8266'-6 7/8' 09P00-5 8° GYPSUM BOARD, UNIT L UNIT D � � 06100-1/2" SOFFIT MATERIAL P2�Z P2�3 06100-2x6 STUD WALLXSYSlEM, No. Description Date 07200-BATT INSULATION, R38 RE STRUCT 07200-BATT INSULATION, Rt1 03510-G1PSl1M CONCRETE, 1" THICK UNIT G UNIT A UNIT A UNIT A 07200-BATT INSULATION, Rt9 0 06100-3/4" T&G PLYWOOD P208 P209 P210 18 P211 � FlNISH FLOOR Q 0fi10D-TRUSS JOIST FLOOR SYSTEM A9.9 EL 6261'-9' Q �— _ ^ I 1 0 - �� ^ ( I r� �1 FlNISH FLODR 06100=RIM nBOARD Q 09200 5/8 GYPSUM BOARD, � � I EL 8258'-6' 2 layers, Type 'X' � � — � 05400-i/2° RESILIANT CHANNEL � � 5 UNIT L g UNIT D 07�� BOARD�SIDNGFIBER � � 09200-5/8" GYPSUM BOARD, � � `— � 13 1 layer, Type 'X' A9 9 P314 A912 P315 ISSUE RECORD 15 A912 09200-2 IoyeGs,PT�e BOARD, UNIT G UNIT A UNIT A UNIT A � _ � r� �1 FlNISH FLOOR � P � pg 12 06100-2x6 STUD WALL SYSTEM, P310 P311 P312 P313 � � EL 8252'-51/2' No Descri tion Date RE SIRUCT � . , a a . a 1 COORD SET Jan 23, 2003 � ^ 09200-5/8° GYPSUM BOARD, — a i — i— —i ,, i i—i i i i^ i _ -i — i—i i — d I I=� ' ( � � i„��, T�Nc 'x' FlNI9i FLOOR ��I—I I I i I I�'' ' ' �I-1 I 1=�I I—i I '-i i I—I I I-1 I I—I I I—I I I °I—I I 1= z DC3IGIV RCVICri 3UBMITfAL rC� io, zoo� TO SIDEWAUC I I - 0�53-STONE v�NEER I I I-I ° I I I- �I 1=1 I 1=1 I I 1=1 EL 8249'-1 1 2' � � � �� El.. 8249'-2 1/2' � _�� I� �`--�� - - d I- , / ( � I, I II I II I I I—I I I 3 DE51GN REVIEW SUBMITTAL Mar. 24 2003 ° . n — =1I I I ° ' � � -� I I I- 4 PRICING SET April 03, 2003 � a e � � • de • e - I I ''�I I I I=_ = I - � I I 1=1 1�=1 I 1=1 I 1=1 I 1=1 I 1=i i�_�i�=1 I 1='''- '�=i I 1-'- 1=1 I 1=1 I 1="'- ''-�i I- � =1 I I-1 I 1=1 I I-1 I�=i i i=��_��_�i i=i�i=1 I 1=1 I 1=1 I 1=1 I I===1 I 1=1 I 1=1 I 1=��'-''' '-"'- I 1=1 I I = _ �I I I�;�-' i � j � -�i i=� 5 P E R�I I T S E T J u n e 1 D, 2 0 0 3 --i�-�+�=1 I 1=1 I =1 I I -I I I I I I-��_��' "' '��_�''- - "_'�i-1 I 1=1 I I-I i I,-1 I 1,-1 I 1=�" -I I I � I I I �'-" �__� 'I,-IIIIIII IIIIII�j I�I-I�I � _ -� 9 . 1=1 � I I�I� ° �I I I�� I ° n I I�- I A912 � - 1- � � � � �--� � � `__� SHEET CONTE TS. 10 A912 t5 BUILDING C A9.9 BUILDING SECTIONS OF Cp �� MN�� Q ��'� y,'9 '� .O y.: : ler ;� � a Odell =� � e-2089 � ' �• . �K /'• ,�V� � ^' ,(� $ 'V• F�'••e....•••��\ �p PR � t��11 PROJECT N0: 0210 DATE June 10, 2003 - --`` ' DRAWING N0: z BUILDING 'C' SECTION , BUILDING 'C' SECTION A5 8C SCALE� 1/4'=1'-0' A5 8C SCALE• 1/4'=1'-D' � _, � � � , �,, � \ � � � ODELL ARCHITECTS, P.C. ARCHITECTUR6 PLANNING INTER10R9 32065 Castle Court,Swte 150, E�ergreen,Cdarado 80439 Tdephane 3�36705980 Facsimlc 3076101162 , Cop�right Ths daument is an mstmment of sernces,and as such remnuis ihe property af the kchded Permissim fa use af lhis doamenl is I'mited � 1 and cm 6e atended mly by agreernent with Oddl Archdetts,P G \ � \\` W CO�GHLIN &. COMPA�IY INC. 16 C ns�o B A .---.� Iw�J j I � �_ �� o � � 07300-ASPHALT SHINGLES � 1 07133-SHEET WATERPROOFING O 061�0-ROCF SHEATHIP�G 6 Z A9.13 06100-PREFABRICATED WOOD TRUSS A9.10 A913 � —• �--- ^--^ 0fi100-2x4 FASCIA, sta�� r r 1 � 06100-2x10 FASCIA, 5tain � � � �, T 0 PLAiE I T 0 PLAiE� �—� '� EL. 8315-11 3/4� � EL 8315-11 3/4" � - 06100-1/2° SOFFIT MATERIAL �` �� `_ �� ` �� ' � •�--� � � � � UNIT L UNIT D UNIT D � � . 07200-BATT INSULATION, R38 C416 C415 C412 � � O � �, � � C.� o � •� � FlNISH FLOOR FlNISH ROOR � Q � � EL. 8307�-10 1/2' — — EL 830Y-1�1/2' � � .�"�.� � C� � � � 8 A � qg,g SI�I. 07200-BATT INSULATION, Rll � D9210-3 COAT STUCCO SYSTE�I 03510-GYPSUM CONCRElE, 1" THICK � 07200-BATT INSULAIION, R19 UC316L � UC315 (^ ^1 C312 061�0-TRUSS&OISTLFLOOR SYSTEM � A910 ( � � � � ( � � ( � � � FlNISH FLOOR I I FlNISH FLOOR EL. 8198'-8' � EL. 8298'-8' � �_ �� l� �J 0540�-1/2" RESILIANT CHANNEL � 14 0920D-5/8° GYPSUM BDARD, � UNIT L UNIT D UNIT D 1 layer, Type 'X' 15 A912 09200-5/8" GYPSUM BOARD, � �� C216 C215 �� C212 2 layers, Type X A9'�z A9.10 06100-2z6 STUD WALL SYSTEM, � f� 1 RE� STRUCT . �-—-� I 1 � � � - ' � �, FlNISH FLOOR � � r , FlNISH FLOOR�, � EL. 8289'-51/2' � � � I EL 8289'-51/2' i I 1 I � � ` �` � ,�� 06100-RIM BOARD DRAWN BY. ECJ ` 09200-5/8" GYPSUM BOARD, 1 layer, Type 'X' 09210-3 COAT STUCCO SYSTEM CHECKED BY UNIT L 8 UNIT D UNIT D Clt6 A912 SI� C115 C112 16 REVISIONS. A9'9 No Description Date (� �� - � FlNISH ROOR I I r , FlNISH FLOOR�, Q EL. 8280'-2' — — a . EL 8284'-2' Q a e ° e� a Q ` ° � O ' a a da < a ' Ctl f ` d d n a � d ° � ° ° d� a � � R � d e + v� Q `.� • ` � � �r�a �—I 9 T� = e d �-r —'" I I�I I�I� � �� `--�� ` � � ` _ 1=1II;' � ' q v� t� � .e �W�'�M Kr��yr .,�r•�,�rr (�I I I�I �.�•!.� h.� h.:� h � h:� . �r � ��I�� a ��- Q _ P; I I 1=1 0 r`, a I—I I r II I—II I " �I II " �',�' � II�I� . 4 s I� '4 �� ISSl1E RECORD �� I I �.� : 5 �� P , t P (I No Descnption Date , ,. a ` � `r' a = • N, �,� II 1 COORD SET. Jan. 23, 2003 P�' �'� - 03361 -SHOT CRETE HAZARD �± �� UITICATILIAI WALL, RE STRI ICT � . ,r' a� + � d e � a e y r ,a = 2 DE3IGIV REVIEYI 3UBMITTAL FCb 10� 2DOJ k y '�'' 00000-PARKING GARAGE, RE Y � . �� , I I=1 STRUCTURAL 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 � � �; P� `+'� ��I 4 PRICING SET Apnl 03, 2003 . a � � �'PY' hr�kr. ` '�, '��' '�� F �•h � .ti r�y r� I I 5 PERMIT SET June 10� 2�03 . Y P . III ` � .. �� f d " I� � � �� _ �y a I I�� SHEET CONTENTS• " " �� ° �� BUILDING C •M II I- �P � BUILDING SECTIONS � � + ��r�_-- � . a a a a � < d a d �° • e < r I I i F. e d e d I—I I I—I I I—�I — I- � h _ — — _I _ — � — — � _ — — — � — —� _ _ — _ I _ _ _I _ t ' _ — —I I 5 "—"'—„'— '�i—��—��'_"'—"'—"'—��=i I�—=1 I I-1 I 1,-1 I I-1 I�I I I-1 I I--1 I 1=1 I�I I I—I I I-1 I . I I 1-1 I I—I I i— . � I I-1 I 1=' —��—��—��—��_��=1 I I-1 I 1=1 I I ' 1=1 I 1=1 I 1='' : S. I I�—' —1 I 1—)I a d aa �O I I�I I I—I' `rtl` III��II � ' � ° � �—��I, P 4, I I I' '=1 I I-�i�I I I_ �F Co ` ��_ Q,`� ...., .� ..�•• ` ' '`� tiy0 ' • ��- `'': � : o :P� j ero e < :, 11= s � Odell :� � II . ��; I 1= ' :� j `�: 0 20 '�� ,I 11 ��' �•�� •� �''y I I I I I SFO...PR�;� �` d . .�y' ��I I I; SO � I I I 1— —1 I I—I I I—��=I I I I I I I • � h� � I I—I I I ;r• y r ��— — PROJECT NO.. 0210 DATE June 10, 2003 "" �" ' DRAWING N0. , BUILDING 'C' SECTION A59C SCALE: 1/4'=1'-0" � , � � . _ ,� \ � � . ODELL ARCHITECTS, P.C. ARCAITECTUR6 PL9NNiNC INTER10R9 32065 Castle Court,Suite 15D, E�ergreen,Cdorado 80439 Tdephaoe 30.16705980 Facsimle 3036101162 Cop�nghL Ths document�s an mstmment of sernces,and as wch remmns ihe property of the Archdect Permiss�m(a use af lhis dowment is fmled and cm 6e extended only by agreanent with Oddl Archdais,P C W CO�GHI,IN & COMPA'VY INC. � � o �� E c� � 0 5 E A9'12 07300-ASPHALT SHINGLES � �__^ 07133-SHEET WATERPROOFING �� 06100-2x4 FASCIA, Stain—� � � 06100-ROOF SHEATHING � OG100 2n10 �A�Cih, �tmn 00100—PftEFABrICATCD WOOD TfiU33 ` . _ I I � � +--� 07300 ASPHALT SHINGLES 07300-ROOFING FELT " _ �� '"'� � � 06100-1/2 50FFIT MATERIAL � 15 06100-ROOF SHEATHING 06100-2x10 FRIEZE BD, Stain � a � � A910 06100-PREFABRICATED WOOD TRUSS O � � O C� °� � l--� �_� � � � ....� 06100-2x4 FASCIA, Stoin r � ,� � 06100-2x10 FASCIA, Stain � T� PLATE T 0 PLATE — — — •--t � ,� EL. 8288'-3 7/8' EL 8288'-3 7/8' � � � 06100-1/2" SOFFIT MATERIAL � � A ,�,� 07200-BATT INSULATION, R38 � 09210-3 COAT STUCCO SYSTEM 07200-BATT INSULATION, R19 � 07200-BATT INSULAiION, R38 17 UNIT G � UC121H A9 9 A9 9 � � 01100-TURBINE ROOF VENT BEYOND C122 � � � r � r � �� _� FlNISFI FLOOR I ( I I FlNISH FLOOR _ _ _ EL. 828D'-2' — — — , : EL 8280'-2' � ° < � r d e a A e d v o, e � a ° d � A I ° V � G a d 'F� ' 07700-TURBINE ROOF VENT BEYOND l '�' ` 15 �•� . . . ` �� `—� �" $IM 'r� •r� A910 � , � ,�r ' ' ' 3 B r",r � �r' � � �—� 'r" A910 A9.10 15 "� � �i A910 "� � �� ,�� RESIDENTIAL r+ I ( ��! ,?:, STORAGE�UN TS STORAGE UNITS • ' � � �"'� P103 06100-2x4 FASCIA, Stain �� '; P103 ( � �'n 06100-2x10 FASCIA, Stam ,Y', �-- STORAGE •r� � 'r" P104 "r�. T 0 PLATE �M� �h� EL 8270'-6 7/8' �r� '�' 06100-1/2" SOFFIT MAlERIAL � -` " Y a e d b �� 07200-BATT INSULATION, R38 �fi a �'`� 09210-3 COAT STUCCO SYSTEM "� DRAWN BY ECJ �`� . 07200-BATT INSULATION, R19 .`, T.O. PLATE �� , , CHECKED BY EL B266'-6 7/e' ' 07200-BATT INSULATION, Rll UN� „ •M� 03510-GYPSUM CONCRETE, 1' THICK P206 „ �M � h '�'�� 06100-3/4° T&G PLYWOOD *r' REVISIONS. 07200-BATT INSULATIQN, R11 y`� �r 06100-TRUSS JOIST FLOOR SYSTEM �. 0351�-GYPSUM CONCRETE, 1" THICK ''� �� , ,., No Description Date 06100-3/4" T&G PLYWOOD UNIT F •,� FlNISH FLOOR �,� 06100-TRUSS JDIST FLDOR SYSTEM P207 ' ' EL 8262'-6' •,� Q ��.�. • � r 0 zX� �r� `�' 05400-1/2° RESILIANT CHANNEL "� Q _� � FlNISH FLOOR `�• 09200-1 IayeGYP�M�X OARD, `"� � � 9 Q e a • EL 8258'-6� � � �'� � ;"� 09200—5/8" GYPSUM BOARD, UNIT E ` + � _ ;� „ .a < . 2 layers, Type 'X' �` . P308 _'y' Q 05400-1 2° RESILIANT CHANNEL �r'' 09200-5/8" G1PSU�I,BOARD, 'r�`r / ,�� 1 layer, Type X •r� M - 09200-5/8" GYPSUM BOARD, � . 'r� 1 layer, Type 'X' -�'' "' 06100-2x6 STllD WALL SYSTEM, ,.� ' r� r �r RE STRUCT �— � r 091�0-5/8° GYPSUM BOARD, 11NIT F ,r� FlNISH FLOOR � �"� ISSUE RECORD � 2 layers, Type X � 06100-2x6 STUD WALL SYSTE�I, P3D9 y'r El. 8253'-2 1/2" — I I I ° . � + ' 1 RE STRUCT � '�� —� a �� _�� I I 1=1 I 1=i i��'—"��i=1 �_��_�� `�� No Descnption Date �� I I I I -I I I I I;�''- ''�;I I 1=1 I�r� � ��' �I I II I I I��i� -�j I I'r' f r, 1 COORD SET J� 23, 2003 � � � ',." � ��I � �M� a r 7 f1FSl(�I RFVIFW Sl1R�IITTN Feh 10 70�3 EL. 8Z49�-2 ��2� � _ •�' I I �`�? � � � � 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 'I—��I =��—�i —'ii—iii—i —��—111=111_i� —��—�ii_��=��) "' l 1 ,— „ , i i I I I I I�i I ''I�� ;± , - B ;�� I I I��I I I I I�I I 1=1 I 1=1 I 1=1 I 1=��_ ��-��-��-� -I I I- ' � �- , � �- � , �- � - �- - — I I— —I I I=Tt—Ti—i i i—i i i—i i i—i i i—��—��—�— —��—i i i—�Ti-1 I 1=1 I I=i��—'''_ �—� a. — —I I I-1 I 1=1 I I— Y , . _ —�� - _ � — ��_— —�� — �— � — ��— - -�� — —� — ��— —�� — �— —� ��— �� — �— � ��— �� — �— � — �� — ' .. I I I� I I�� I I I-1 I I-1 I I-1 I 1-1 I�I I i=l i 1=1 I I I I I-1 I I-1 I I-1 I 1=��'��_��_��_��_��_��_��_�i i=i i I=1 I�I I I-1 I i-1 I I-1 I I,;,I I 1-1 I�I I 1=i i i=��_��_��-"'-"'-'''- � � I I I= � n , ( I , r �� , �� _�� `�; �i,l��lll r 5 PER�IIT SET June 10, 2003 � � • IIIIII,;,III= 5 �� A9 9 r' � 1 � h � h 1 r • r* „r yr • y w `. `_� r ` � �.• � � 5 SHEET CONTENTS A99 BUILDING "C" BUILDING SECTIONS F � �� •� � • ••°� °••�o Jerome �;o = �dr�ard Odeli ;� " G-20�9 � <��;� s:°V� 00 � '� . �c Fiys�D oo p��,�R• PROJECT NO.. 0210 DATE June 10, 2003 ` DRAWING NO � BUILDING 'C' SECTION , BUILDING 'C' SECTION A510C SCALE: 1/4'=1'-0" A510C SCALE: 1/4"=1'-0' � „ � � a \ �` � � , , , � _ _ - � � - - - - - - � � • ODELL ARCHITECTS, P.C. A ARCHITECTURS PLANNINC INTEAIDR9 32065 Castle Court,Smte 150, E�ergrren,Cdarodo 80439 Tdephonx 3036705980 Focsimle 3036707162 Copynght Th�s document rs an mstmmeit of sernces,ond as such remams 1he property of the Archdecl Permissim fa use af lhis doament a Imited and cm he extended only by agreement wilh Oddl Archdecis,P G . 07300-ASPHALT SHINGLES 07133-SHEET WATERPROOFING GOUGHLIN 8L COMPA�VY INC. 2 06100-ROOF SHEATHING A9•13 06100-PREFABRICATE� WOOD TRUSS �--� � A i i D6100-2x4 FASCIA, Stain � � �1 06100-2x10 FASCIA, Stain � A9.13 06100-1/2" SOFFIT MATERIAL � � 09210-3 COAT STUCCO SYSTEM � /�� o —� I T 0 BEAM I T 0.PLATE � , EL 8325'-1 7 " � EL 8325'-1 7/8' � 06100-GLULAM BEAI�, (wrap w/ stucco) � � RE STRUCT ` � O 07300-ASPHALT SHINGLES 07200-BATT INSULATION, R38 07133-SHEET WATERPROOFING 09210-3 COAT STUCCO SYSTEM 06100-ROOF SHEATHING 07200-BATT INSULATION, R19 UNIT K 2 06100-PREFABRICATED WOOD TRUSS 05500-�1ETAL RAIL, prefabricated C509 A913 � I�anuf finish A9.13 06100-WOOD DECKING- 3" � �— �� UOIUU—LX4 rAJI.IA, �iatn 1 ��/ FINISH FLOOR nman r�oort � 06100-2x10 FASCIA, Stain � f E� gj�p_��2� EL 8317�-1� � TO BEA�I TO PLATE EL 8315�-11 3/8' � I EL 8315'-11 3/8� � � . ' 06100-1/2" SOfFIT MAIERIAL � � .--� t/] O 09210-3 COAT STUCCO SYSTEM � � � 06100-LED R¶RE E STRUCT& 07200-BATT INSULATION, R11 � Q1 � � . 06100-GLULAM BEAM, (wrap w/ stucco) O r--� � i•� 03510-GYPSUM CONCRETE, 1 THICK 07200-BATT NSULA110N, R38 UNIT G UNIT K 06100-3/4" TdcG PLYWOOD � � 0 .--+ C411 C409 06100-1RUSS JOIST FLOOR SYSTEM �� + � � �--i �r ••--� � � .--i � � .� FlNISH FLOOR FINISH fL00R�, FlNISH FLOOR . • • EL 83D7'-1D 1/2' � � � EL 8307'-10 El. 8307'-10 1/2 EL 830r-10 c ^ � � F_� 8 � 07200-BATT INSULATION, Rtt Ag g SIM 05400-1/2° RESILIANT CHANNEL 09210-3 COAT STUCCO SYSTEM 03510-GYPSUM CONCRETE, 1° THICK � Y� � � 09200-GYPSUM BOARD 2 La rs 1 2" 07200-BATT INSULATION, R19 UNIT G � ( � � � 06100-3 4" T&G PLYWOOD UNIT K 09200-5 8" GYPSUM BOARD, 05500-METAL RAIL, prefabncated C311 06100-TRUSS JOIST FLOOR SYSTEM � � C309 2 layers, Type 'X' � Manuf finish I I 06100-RE6 S�DCWALL SYSTEM, 06100-WOOD DECKING- 3" � � D7200-BATT INSULATIDN, R19 FINISH ROOR fINISH FLOOR I I FINISH FLOOR � �, FlNISH FLOOR EL 8298'-e'� EL 8298'-7 1/2 EL 8298'-8' �� EL. 8298'-71/2' � � � � 06100-HEAVY TIMBER BEAM Fi 054D0-1/2" RESILIANT CHANNEL � - LEDGER, RE STRUCT 09200-5/8" GYPSUM BOARD, 1 layer, Type 'X' • UN� 09200=5/8" GYPSUM BOARD, UNIT K 2 layers, Type 'X' 10 C209 , ' �� 06100 2x6 STUD WALL SYSTE�I, A9.10 RE STRUCT 07200-BATT INSULATION, R19 FlNISH FLOOR FINISH FLOOR �, FINISH FLOOR � I FINISH FLOOR�, , EL. 8289'-5' EL 8289'-5 1/2' EL 8289'-5' I EL 8289'-5 1/2' I I i DRAWN BY• ECJ 1 1 06100—RIM BOARD 06100—RIM BOARD CHECKED BY 09100—5/8" GIPSUM BOARD, �z� 2 IaM s�TU M BOARD, 2 layers, Type 'X' � � UNIT G 07460—CEMENTITOUS FIBER UNIT K REVISIONS. �� BDARD SIDING �� C109 16 7460-BOARDTISIDINGFIBER No. Description Date A9 9 � � A9 9 � FlNISH FLOOR I � ( _ � FINISH FLOOR � � � -a , , , e e w., , a a , ' EL. 8280'-2' e , a � a , � d , a Q a � ` EL 8280'-2' 0 a ° a ° e �. ±rr e 0 a e ♦ e d t �'xn ' e � � � d _ � r ` ° n —��I- F . . . �r — •___ —e— ° • na —I I I- ;�. . " `_ � + �'� p . ��—��—��- �� F;'� • ` � d � — . ��—��—��i� ��" — I-1 I I-1 I�'' �} ,�. , — I—I I i—I I I_ � � �,P I I I—I I I I—I I I ' �P `M KM yMP I I I—I I I I—I I I� ' - ,,• ,,d '. I�I I I I�I I II�,' >� •.P 'P `'� � a •e III�II I IIIIIII n F � �� _ I��I � ��— — �� —��I- ��i�� —I I1=1 I I—I ' I ' I I1=1I 1=1'' " I I 1=1I1=�'' ISSUE RECORD I—I I i—I� 1=1 I 1=1� a I��- B ��I—I��- I—III- I-111-, No. Descnption Date a I I I-1' I I 1=1 e I I—I I I d a I�—I I I' I�I— I�I— • ��_� • I 1=I 1 CQORD SET Jan. 23, 2003 '„' °i �I I��I ;M ; _��_ 2 DESIGN REVIEW SUBMITTAL Feb 10 2003 � F�'1' 4 I I I—I � �r� 03361 -SHOT CREiE HAZARD 3 DESIGN REVIEW SUBMITTAL Mar. 24 2003 03361 -SHOT CRETE HAZARD � ° III=I MITIGATION WALL RE STRUCT � ;M� � I I 1=I1 MITIGATION WALL RE STRUCT ' ' � I—I I I- ' .: � ,r�. '° I-1 I I- � `r r. ,rP� — 00000-PARKING GARAG� RE yE — 00000-PARKING GARAGE, RE 4 PRICING SET pn , 200 ' • � I=I I(= STRUCTURAL •a• , 1=1 I I= STRUCIURAL 5 PERI�IT SET ,�ne 10, 2003 9 e °d d �ri e III_I 4 ' s d d y � ' �k I—I I I- ` I I(—I F' 'h y'' I—I i I- ` • I I I—I 5 � I I I—I '�' I I�I I I'� 1 Y' I I—I I I a �• I I I— � ��;�' e a I�I— , ti� I I—I I ;�'.,� M � �.� II—I I � r � r I I I= r r ;� ;r �'•.Y Y , I I I- a� III��I a� III—� �. I I I= d�. I I I��I SHEET Cow��s• �� Q� ��. � �-!� BUILDING C i-i i i i i- . ,,,_ - �iii�� BUILDING SECTIONS . i i=i i i i=i i III a II� ,, ��—�i y, ��—�� _ ��- ��—� ��—� —��_ —��(_ ��— �� • d • a ,� • •I—I I I—= I—I I I I d d e d a e a a d 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—I I I=—I I I— —I — I _—I I —I I—I f —I I —I I —) a d � I I I—I I I—I I I— —I I I— (� 0� �'Q 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� d e ' I—I I I—I I�—I I I—I i 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—f I I—I I I a � • I—I I I—I I I—I I I—I I I—I �\/•�� r.`�. ' _I I I=1 I 1=1 I 1=1 I 1=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-1 I 1=1 I 1=1 I 1=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 1-�' Q'••'' 9 ��—�I I—I I I,i i I I I�I I I I I=I I I=I I I � e 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 �a °a d I—I I I—I I I—I I I I�I I '.� -��—��—�9 � ��—��—��- -��—� ��—��—�� 0 1 O �-1 I I=__ = I—I I I—I I 1- � dwar Udell =.� ''i-1 I I=__ = I—I I I—I I 1-' ' -i I I,;�I I 1=1 I 1=1 I I��I I I,;,I I 1- � „-2U89 ' -i I 1,--�I I I—I I 1=1 I I,��I I I,;,I I 1- _I I 1—�i�— : � _I i 1—�Ti— ��;_ :;�,� �F ,,. \�c. •........•••'�'� �%SFD PRG�, ,� �� PROJECT NO• 0210 DATE June 10, 20D3 � DRAWING N0. � BUILDING 'C' SECTION , BUILDING 'C' SECTION A5.11C SCALE; 1/4'=1'-0' A511C SCALE: 1/4�=1'-0' � � � .,° ` � � � � - 16 ODELL ARCHITECTS, P.C. A910 ARCAITECTURS PLANNINC INTERIORS 32065 Costle Court,Smte 150, Evergreen,Cdarado 80439 Tdephaoe 3036705980 Faaimle 3(136707162 C �^ ^� � n Copx�ght Ths document�s an mstmment of sernces,and as such remuins !'1 1he prc�paty of the Ar�hded Permiss�m fa use af Uus daumenl a fmled Iand cm he eztended only 6y ugreement wifh Oddl Archdects,P G � � " _� 07300-ASPHALT SHINGLES �/ COUGI-�..IN 8L COMPA�VY INC. 07133-SHEET WATERPROOFING 15 06100-RDOF SHEATHING 6 � � pg,�p 06100-PREFABRICATED WOOD TRUSS A9,1 D A9.13 A913 �--. f �1 �� 1 I 06100-2x4 FASCIA, Stain 06100-2z10 FASCIA, Stam � � � I T 0 PLATE� T 0 PLATE � � � EL. 8325'-1 7/B� � EL 8315'-11 3/4' — — - � � � � � os�oo—�/2" SOFFIT MATERIAL �` �J l` �1 l �J �� --- � UNIT L UNIT D UNIT G � 0720D-BATT INSULATION, R38 C504 �5 C507 O FlNISH FLOOR FlNISH FLOOR EL 8307�-10 1/2° — — � EL 8317-1' � �� 0720D-BATT INSULATION, R11 � Y �9210-3 COAT STUCCO SYSIEM - UNIT D UNIT G 03510-GYPSUM CONCRETE, 1° iHICK � � � ,. ' 07200-BATT INSULATION, R19 UNIT L C405 �0 C407 � 06100-3/4 T&G PLYWOOD � C4D4 A910 06100-TRUSS JOIST FLODR SYSTEM � � ..� � � C� ` � � O � pq o FlNISH F100R r 1 � � O FlNI91 FLOOR T � EL 8298'-8' — — EL 8307-101/2' � Q,� •� �� r--� .�--� I � !—+ �+ •� �` �� a� 05400-1/2" RESILIANT CHANNEL ^� � � UNIT D 09200-5/8" GYPSUM BOARD, ~ � UNIT L �5 UNIT G 1 layer, Type 'X' � C304 � 0 C307 09200-5/8" GIPSUM BOARD, � A910 2 layers, Type 'X' � r� �1 � FlNISH FLOOR FlNISH FLOOR� � EL. 8289'-51/2" — — EL. 8298'-B' l 1 Q,� ` J 06100-2x6 STUD WALL SYSTEM, �y RE STRUCT UNIT L UNIT G 07200-BATT INSULATION, R19 � 14 C204 C205 C207 � A912 15 • �� A912 � ^ f 1 . � FlNISH FLOOR �—� EL. 828D'-2" ( I FlNI �, — — EL B289'-5 1/2' - ( � � � � � I � 06100-RIM BDARD • �` � � � 09200-5/8" GYPSUM BOARD, 2 layers, Type 'X DRAWN BY. ECJ UNIT L UNIT D » UNIT G ��0 BOARDT IDUNGFIBER C104 C105 A9 9 �p� CHECKED BY � � REVISIONS: r 1 FlNISH FLOOR No. Description Date a a EL. 8280'-2' o ♦ • � d a a 4 , a • � a a G o < A e 4 •�G a e G • a� . � e < a d � a a y a ` Q 5 w �'• ^ a d ° e � � d —I�I_ � ! P � '� _ �O_ � _f��d -!- ,+ 4 ; d . � ` � , �� '� , I I I—I I I—I I I— ` I—I I I—I I�I +Ar tY 4,F"4� a4 I I I—I ~ I I I—I i I—I�I- � h � h p f 1"f 1 5 Y 4'' I I I—I I I—I I I— ,� � � , I I I � I—I I I-1 I Q �` a �� ' ��—��— III— — 1=111- Q �� , �I I I-1 I�I I I—' y� I I 1=1 I I—I I I—' Q r ay A I�II�III—� 'y � I I I—I I I—1 * P I I—I I I—I' � a II I—II I t II—III �; I I I—I , I I�I I� ISSUE RECORD � � a . —I I 1= a, � �I I� No. Descnption Date Y• ' ` d I�� 4 � e — 1 COORD SET, Jan. 23, 2003 . f �± - 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 . i 1= �; ;�� 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2�03 ` a . IIIII +, `ri . �; `Y" I I�= 4 PRICING SET April 03, 2003 ,; �� 5 PER�IIT SET June 10, 2003 K �,n e III � � �� I—I I y a d L a a d • e a � I—I I I ' } `r� � K' �T I I—I I ' ` ' , �r I I I t � F ' a I�II � � p � ,M 1. 5• . ,� yr `r +� a�, � � II I � � P � M M' • h � h � F,�,.1 yti� y I'� I I—I I � ;r SHEET CONTENTS• —I I�— +; ' I I 1=1 I �� , ��, BUILDING C '`� , i,�i' BUILDING SECTIONS : P � , ��r �y 'a � ! a i I I � � •; e��l F � '�4 • ed d • e q e e x a ♦ } — — — �( �N / � • � • d♦ II I— \ e — — ` —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=1 I 1=1 I I-1 I — 1=1 I e-,,.•• � ''•��'-9 _��=_ _�- - — — - - — ___ ______ __= __ =_ �� _i i�_ �� '��=1 I 1-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1= . ,�� i I I-1 I 1=1 I I,;I I 1=1 i'— -��I;,I I I��I I 1,=,,I I I,;,I I 1-1 I 1=1 I I,;,I I I��I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I , a a I I 1=1 I 1=1 I I-1 I I-1 I I,_, ,,� —"'_i i�—I I I-1 I I-1 I 1=1 I I—I I I ti' �' I I—I I 1="' I I I=1 I I,;,I I 1=1 I 1=1 I I-1 I I—I I I I I I-1 I 1=1 I I • I—I I I—I I I—I I I-1 I I— rome � o ��_ � —�� "'— ' -�I - ° I I I—I I 1=1 I 1=, ��' : Eaward Odell � ��— — •< . . I-1 I 1=1 I I;i ; � °—I I I—I I I—I i • ..•2oa9 � '��III,;,III,�,I_iI,;,II'- �%;ti ,_� c� e*� ��%,SF�..ARG�� . ,q/1 '�1 U/ PROJECT N0: 0210 DATE June 10, 2003 . DRAWING NO.: , BUILDING 'C' SECTION A512C SCALE: 1/4"=1'-0" � - � � � �� - ODELL ARCHITECTS, P.C. E AACHITECTURS PLANNINC INTBRIORS A 32U65 Castle Court,Smte 150, Evergreen,Cdarodo 80439 � Tdephona 303.6705980 Facsimle 3(176707162 3 CopynghL Ths document rs an mstmment of sernces,and as such remmns A9.�3 ihe property af the Archdecl Permissian(a use af lhis documenl�s Imded and cm 6e eztended anly by agreanmt with Oddl Arehdetis,PG �—� � 0770D-TURBINE ROOF VENT BEYOND � A913 06100-2x4 FASCIA, Stain 06100-2z10 FASCIA, Stain I I �—� 07300-ASPHALT SHINGLES TQ P�� I I ( 15 07133-SHEET WATERPROOFING EL 83�6'-B 7/8' A910 06100-ROOF SHEATHING � � � 06100-PREFABRICATED WOOD 1RUSS 06100-1/2° SOFFIT MATERIAL ` r � COUGHLiN&COMPA:�Y INC. 09210-3 COAT STUCCO SYSTEM ( l SPRING LOADED DOORWAY 06100-GLULAM BEAM, (wrap w/ stucco) UNIT P 06100-2x4 FASCIA, Stain � IN DRAFT STOP, TYP RE SiRUCT 07300-ASPHALT SHINGLES C317 07133-SHEET WATERPROOFING 06100-2x10 FASCIA, Stain � � 06100-ROOF SHEATHING 06100-1/2" SQFFIT MATERIAL � 06100-PREFABRICATED WOOD TRUSS D6100-2x10 FRIEZE BD, Stain � �— 07200-BATT INSULATION, R38 TO PLA1E TO DECKING I I � EL 8325-1 7/8� � � EL 8298'-7 1/2' � TO PLATE � ` 1 � EL 8297'-6 3/8' ` � o � 09200-5/8" GYPSUM BOARD, � UNIT I� t5 1 layer, Type X � �6 09210-3 COAT STUCCO SYSTEM A9�� 09210-3 COAT STUCCO SYSTE�I 07200-BATTINSULATION, R19 - UNIT K 0fi100-2z6 STUD WALL SYSTEM, _ 05500-METAL RAIL, prefabncated �19 RE STRUCT O Manuf finish 07200-BATT INSULATION, Rt9 06100-WOOD DECKING- 3" FINISH fL00R TO DECKING�, EL 8317'-1' EL 8317'-D 1/2' TO DECKING El. 8289�51/2�' � EL 8289'-5' !'�� . 06100-HEAVY 11�IBER BEAM & 09210-3 COAT STUCCO SYSTEM UNIT �I LEDGER, RE• STRUCT � � � � 07200-BATT INSULATION, R19 �6 UNIT K � � � � 09200-5/8° GYPSUM BOARD, C125 � � � 1 layer, Type 'X' � � o ~ � � o FINISH fL00R T 0 DECKING �� O EL 8307'-10 1/2" EL 83D7'-10' P�A fINISH FLOOR � ..--� V EL. VARIES " � • . , EL 8280'-2' � � � � a p � Q � ee ♦ • � � � • i ( � �� •�� `M � y � � 07200-BATT INSULATIaN, R11 ` ..r - A o 03510-GYPSUM CONCRETE, 1" THICK " " .�.� / •' hy �� 06100-3 4" T&G PLYWOOD UNIT I� " 06100-TRUSS JOIST FLOOR SYSTEM �6 �. A9 9 � � � FINISH FLOOR TO DECKING � EL. 8298'-8" EL 8296'-71/2' � 05400-1/2" RESILIANT CHANNEL � �� o��oo—�iB�yeGYP�U1�,80ARD, UNIT � z BUILDING :C' SECTION � 09200-5/8° GYPSUM BOARD, 2 layers, Type 'X' �06 A5,13C SCALE, 1 4=1-0 � 06100-2x6 STUD WALL SYSTEM, • RE STRUCT FINISH ROOR TO OECKING�, • � EL 8Z89'-51/2' EL 8289'-5' � UNIT �I DRAWN BY: ECJ ADA L CHECKED BY �g C106 �7 A9 9 A9.9 .- -� �- � — REVISIONS. FINISH fL00R � � � � p�pZp N� Description Date EL 8280'-2' . . . EL. VARIES a a a a r� � � � d ° � a ° � � s M " ( Q � � ° � , P �� I ^ ' � I—I I I—I I I . �° �.�- ; � = —.—r �—° 9;� �� `__� -111=111—I — � '—I I I—I I I I—I I I ��. M y I'lllll�I III��I �' , �� e 0 �IIII =�II I b 0 �I I�I I I=I I I=I I I 07300-ASPNALT SHINGLES Q �I-1 I I—I I I— - ''I=1 I 1=1 I I ' �1=I I I=I 15 =1=I I I � A9.10 O610D-ROOFTSHEATHPN OOFING —I I I—I � '1=1 I I s 06100-PREFABRICATED WOOD �II—II ` �I�I� � f�--^ =1 I I � •�� ISSUE RECORD I—I I I +•� _��— q ; 0610D-2z4 FASCIA, Stain No. Description Date 0 6 1 0 0-2z 1 0 F A S C I A, TO PLATE r, I—I I I ° ,� s ta�� a. a2s�'-s 3/s' �IIIIIII "�� " �"; O610D-1/2" SOFFIT MATERIAL � -I I I—I +;� 06100—2x10 FftIEZE BD, S�uin 1 COORD SET, Jan 23, 2003 I—I I I � ,,y; ' ° 07200-BATT INSULATION, R38 2 DESIGN REVIEW SUBMITTAL Feb 10, 2�03 ° _��—� � I—I I I ` '� 07200-BATT INSULATION, R11 _I III I II I ��" 3 DESIGN REVIEW 5U I ar , „ � ^,, D3510-GYPSUM CONCRETE; 1" THICK UNIT K 4 PRICING SET Apnl 03, 2003 . I II I II I �, �� '� 06100-3/4" T&G PLYWDOD C218 5 PER�IIT SET June 10, 2003 ��I I p ' r 06100-TRUSS JOIST FLOOR SYSTEM 'I I I I I e 1 FINISH FLOOR ��I� � EL 8289'-51/2' I1=1I s • SHEET CONTENTS. ��I I I I I � 0920D-5/8" GYPSUIM BOARDNEL �� —�� ° , ,a,��, T,�e �X� BUILDING C i-iii �II— 09200-5�8° GYPSUM BOARD, BUILDING SECTIONS I I I - 2 layers, I— A , a Type X ��—� _ _��_� o ° � ° 09200-5/8° GYPSUM,BOARD, —I I I—=I I 1=1 I I—I I I ` ► I 1=1 1=1 1=1 I 1=1 I _I I 1= 1=1 1=1 1= I1=1I _I I 1=1 1=1 1=1 �— t l a e r, T e X UNIT K '—i I I—i I I—I I 1=1 I 1=1 . � • —��_��—i i i=i I I—I I I—'' y � I I 1=1 I I—I I I—I I 1=1 I I—I I 1=1 I 1=1 I I—I I 1=1 I i— '�=1 I I—I I 1=1 I 1=1 I I I I—I I 1=1 I i—I I I—I I 1=1 I I-1 I 1=1 I i—i i'- '� 06100-2x6 STl1D WALL SYSTEM, c�24 ''�=I I I—I I I—I I I=1 �' ° ° I I 1=1 I i—I I I—I I I=I I I=1 I 1=i��— RE. Sr�UCT. ��—I��—��I—�� ° � I I=I I I=I I I-"'—'— 09210-3 COAT STUCCO SYSTEM ��_��—��—�_ — — =��=1��- � �-��I,;,III�i�lllfllll�=�lli�,lll- 07200-BATTINSULATION, R19 � (� �l Cp —I I I- P�ZA FINISH fL00R Q.��''0�� EL 8280'-2' •9Q EL VARIES e < ' ' � ° + ° � ° ° ° � � � '�O ' �Y• � �'• ward Odell ��, ` "� � • b-20II9 • � . i ' �' <i�s.e ��G� P�,r �s ��'•••...•...••��'� /j�� .`�. A9 9 SFp PRG .�I• ii ;r � w PROJECT NO.: 0210 DATE June 10, 2003 . DRAWING NO.: 3 BUILDING 'C' SECTION , BUILDING 'C' SECTION A513C SCALE• t/4'=1'-0' A513C SCALE� 1/4'=1'-0" � _ � � , .. 1 � � • ODELL ARCHITECTS, P.C. ARCHITECTURS PL9NNINC INTERIDRB 32065 Castle Court,Sinte 150, Evergreen,Cdarado 8p439 Tdephane 3036705980 Facsimle 3036707162 Cop�nght Ths document s an mstmment o(sernces,ond as such remmns ihe propaty of the Mchdecl Permissian fa use af lhis dowment is fmited and cm he eictended mly hy ac�cement with Oddl Archilsts,P C t.�/ GO�GHLIN BL COIVIPA'.VY INC. D E b�Q � o � 07300-ASPHALT SHINGLES v� 07133-SHEET WAIERPROOFING � 06100-ROOF SHEATHING C 06100-PREFABRICATED WOOD TRUSS L O � - 1 I 07700-TURBINE ROOF VENT BEYOND I I � 5 �� A9•t2 077M-T1IRRINF ROOF VFNT RFYOND —� � � " 07300-ASPHALT SHINGLES � 07133-SHEET WATERPROOFING � C�3 '� - � 3 3 061�0-ROOF SHEATHING � r-+ C/� � A913 A913 06100-PREFABRICATED WDOD TRUSS � �"� � � �—, /--- O � � O �6100-2x4 FASCIA, Stain I 06100-2x4 FASCIA, Stain I T� � � �6100-2x10 FASCIA Stain O � 06100-2x10 FASCIA, Stain � � � � '� T.0 PLATE T.O. PLAlE T 0 PLA1E EL. 8306�8 7/8'� O � � EL 8306'-8 7/8" EL. 8306'-8 7/8' n '~ .�"�.� •�"� �. 83��-s�,8• l J � � � � 092DD-5/8" GYPSUM BOARD, 092�0-5/8 G1P5UM BOARD, � � '' 06100-1/2" SOFFIT MATERIAL 1 layer, Type 'X' 06100-1/2" SOFFIT �1ATERIAL 1 layer, Type 'X' ^ � ��0921D-3 COAT SiUCCO SYSTEHI � �� --09210-3 COAT STUCCO SYSTEM 09210-3 COAT STUCCO SYSTEM 09210-3 COAT STUCCO SYSTEM UNIT H UNIT G 06100-2x6 STUD WALL SYSTEM, 06100-2z6 STUD WALL SYSTEM, RE STRUCT � 06100-REULS RUCT M, (wrap w/ stucco) �3�g RE• STRUCT 06100-GLULAM BEAM, (wrap w/ stucco) ' C318 072D0-BATT INSl1LATlON, R19 07200-BATT INSULATION, R19 RE SIRUCT 06100-1/2" SOFFIT MATERIAL 06100-1/2" SOFFIT I�ATERIAL A913 �7200-BATT INSULATION, R38 07200-BATT INSULATION, R38 FlNISH FLOOR�, T.0 DE(�(ING � FlNISN FLOOR � T.O. DECKING — EL. 8298'-71/2' EL. 8298'-8' EL 8298'-7 1/2' EL 8298'-8' � � � _ �� 09210-3 COAT STUCCO SYSTEM 09210-3 COAT STUCCO SYSTEM � 07200-BATT INSULATION, Rt9 UNIT H 07200-BATT INSULATION, R19 UNIT G !�� 05500-�1ETAL RAIL, refabricated C221 05500-METAL RAIL, prefabricated C22D V I�anuf finish �ianuf finish • �� + 06100-WOOD DECKING- 3" 06100-WOOD DECKING- 3 • � �, TO DECKING FlNISH FLDOR h TO DE(�(ING _ FlNISH L EL. 8289'-5' EL 8289'-5 1/2' EL 8289'-5' �� EL. 8289-51 2 a6100-HEAVY TIMBER BEAM & 06100-HEAVY TIMBER BEAM & LEDGER, RE STRUCT LEDGER, RE STRUCT A910 UNIT H DRAWN BY. ECJ A910 UADAG 07300-ASPHALT SHINGLES � 07300-ASPHALT SHINGLES ��p� C126 ��' '�� 07133-SHEET WATERPROOFING CHECKED BY 07133-SHEET WATERPROOFING 06100-ROOF SHEATHING �� — 0610D-ROOF SHEATHING I I 06100-?x WOOD FRAMING REVISIONS. �6100-2x WOOD FRAMING � � — ^ I I I � FlNISH FLOOR No. Description Date FlNISH FLOOR � � P�� EL 828D�-2° �, PLAZA . �7 pn Q - • d e � e ., d a a d e e + ` a Y e e , I CL.. 82OU�—Y EL VARIES e Q • �� o d e • d a ' L �.r.��.(� y. I EL. VARIES - � , . `-� l � 1 d ', l :�,;� _ �1 � _ ...�, - 0 : � �. ,, �� .�. r „��Y 12 �� "� 13 � .�,. ;� A910 :',, � A910 Q ` � P•F � � KM �' I I .�� I I �� I I ti' 5r I I FF � P.4,„ � ISSUE RECORD n `, 00000-CHAIN LINK FENCE .�r � �� No Descnption Date AT ELEC AREA ;r :•., �.� �' :a�.' y� 9 �, 07300-ASPHALT SHINGLES � ` . , 1g � 1 COORD SET. Jan. 23 2003 ELEGiRIGAL yr �� y A� �oiw-�u�ETSWEAERP�R00FING y' en�n �,' � � oESicN REUEw suauirre� �oh �n sooz . R� ` �� . �� : 06100-2x WOOD FRAMING 3 DESIGN REVIEW SUBMITTAL I�ar 24, 2003 ,r ' S, ^ ;r ( ..�; 1 06100-HEAVY TIMBER FRAMING, ` yr ( .�;; � Re STRUClURAL 4 PRICING SET Apnl 03, 2003 ti� .�` 5 PER�IIT SET June 10, 2003 � �' �� l 1 � e a a � ♦ e '° .� y� ' � 4� •� � � �kY. y� y •F 7 �„ �/ Y'' FY ' ,�r A910 SHEET CONI N�: "�" �,� BUILD N�� LAUNDRY ;' Roo� ,� BUILDING SECTIONS � kr 06100-HEAVY TIMBER FRAMING, 4, Re STRUCTURAL �" 00000-STONE VENEER .� :�r• Kr a a o a y+ � a O CO ` IIIIIIII; ' � � � � .NN., � .�y. _ — _ _ _ _ _ _ _ � _ _ _ — I _ _ _ _ _ _ _ — _ — — _ _ _ _ — — — _ _ ' I, I I I II I II III I I I,,, II I I I II I II I I I I I I I II I — i •�' .' �—I I 1=1 I I=I I I-- '—'—�I�— �r �_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— '' '` .'9 —��—I�� r ��I—�I�—��—�� I I I—I I 1=1 I I— I— Q•'� �—��—�� ` ��—��—��—�� —��—��_��—�� •��—��—��- �:• •S 0 �I-1 I I ;:` I I 1=I I 1=I�' �_ � '=1 I I—I I I I I I—I I I- ' 5r , =i' , 111= ° a „III—' nOdell ; -I I I I I I 'M'4 Y'4 ��I I I�� I�I I I I i V�Lo V V � � — �j� • •••��G� F`�%••..........�� • U"" FD pRG . �I � PROJECT NO.. 0210 DATE June 10, 2003 , DRAWING NO . � BUILDING 'C' SECTION , BUILDING 'C' SECTION A514C SCALE: 1/4'=1'-0' A514C SCALE� 1/4'=1'-0' � � -�-- � r . f, - - - - � � � � . ODELL ARCHITECTS, P.C. ARCHITECTURE PL9NNINC INTBRIOR9 32065 CosUe Cart,Smte 150, E�ergreen,Cdorado 80439 Tdephone 303670.5960 Faaimle 3036707162 Cop�nght Ths dceument�s an instmment of sernces,ond�such remoms 1he property of the Archdecl Permission(a use af lhis dowmenl is Pmited and cm he eztended mly by agrcement wdh Oddl Arrhitecis,P G B � � � \.,C/ GOUGHI..IN 8L COMPA:VY INC. FlNISH FLOOR � EL 8327'-7 1/2' �` , � o � TO PLAiE�, � EL. 8325'-t 7/8• 6'-5° 3'-8° � 7 TREADS � 11" EA MIN CLR O . � �� FlNISH FLOOR ° rmi�n r�wrc � EL 8317'-t/2' EL. 8317-1' . � � N . � � � � � •� Q1 � ''� N � � �~ � ` \W �N O �� UJ N � � � O N � � i CO � �� cn "v� � [ ■ , O � � T� � .� � ° ° � 0 c� .--+ � •--' � ~ FlNISH FLOOR FlNISH FLOOR � O ' E L 8 3 0 r-1 0' EL 8307'-101/2' r A � Q Q � w � ` N 4� N � \� \� ^ � � N � N � � I � � � � p Q � W FlNISH FLOOR FlNISH FLOOR�, � EL 8298'-7 1/2' EL. 8298'-8' �� Q ° cV N • � \� \� � � N � . N � � 3'-8° 9'-2" 3'-8° o, `° °' �° • MIN CLR 10 TREADS � 11° EA MIN CLR ' � � ,., _ 4�_�,� 5 TREADS �11' EA FlNISH FLOOR FlNISH fLaOR�, EL 8289'-5' EL 8289'-5 1/2' DRAWW BY: ECJ � � CHECKED BY � � �g � � M � REVISIONS. � � � No Description Date � � � FlNISH FLOOR FlNISH FLOOR� � EL 8280'-1' , a ° a ° . EL 8280'-2' a Q � • e 4 '' a a Q � 4 � �� a !"7 � � e � � r'� v W cD y a N (/'7 � r � �� Q) � -� CO � � ' N L!] \� � � a ; � < • ` � ISSUE RECORD � � `" , No. Description Date •a d a 1 COORD SET, Jan. 23, 2003 � � • a ° 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 � `° a 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 N N �N 4 PRICING SET Apnl 03, 2003 � � ' �, : °� `� ` 5 PERI�IT SET June 1D, 2003 : CV � _ \W _ Q i � a 4 I I I-I I W � � I�I�Ii • I�I I I 1=I I SHEET CONIENTS. N * III- R �I » MW � i�=ii �� BUILDING C � � M � e a I I( � � ��_� _' BUILDING SECTIONS � a e I�I � 00 � e �II— � p w ' I I��i o � �� d I�i \W N w a ° � d III CO � O � . I I—I � O � oa r�os� � co � e � � - "° I 1=1� �''��` °;�-�' e �� a , I I 1= o erome ';� °I I—I I .� < • e — � y��°• �devard Odeil ;�. , ° I I 1=1 I 1= ° —I I 1=1 I 1=1 I 1=1 I�I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I�i I 1=1 I 1=1 I 1=1 I�I I I— I 1=1 I� � �•2U�9 ;�� — — - - - - _ _ =1 I I d I I I—I I 1=1 I 1=1 I I � I 1=1 I I—I I I—I I 1=1 I I—I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I • I I 1=1 i �r�, - � — I 1=1 I I I I 1=1 I 1=1 I 1=''' -"'= — � '�'� � N _ _ _ _�_, �i 1=1 I�I I 1=1 I 1=1 I I 1=1 I 1=i I 1=1 I ' I I 1=1 I 1=1 I 1=1 I�I I 1=1 I�I I 1=1 I 1=1 I I�i I�I I II I II I�I I II I II I II I I��II I II I II I II I ; I II�I II I i' ��. �F�%°°••e•••...•�•°'°��'�4' ,� � I I�I I I-1 I I—I I I I_I I I, I i _I 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 I I_I I I_I I I I I I � � _ — �_�i i=1 I i-1 I 1=1 I 1=1 I I . I I I— �1=1 I I 1=1 I 1=1 I 1=1 I I � I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I—I i 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I 1=1 I 1=1 I I- '' s�t� pR��' � _ - - 1=1 I 1=''~ -�I I,��I I I— ,—I I' -�I I a I I I—I I I—I I i—I I I I I—I I 1=1 I I—I I I—I I I—I I I—I I 1=1 I 1=1 I I—I I 1=1 I 1=1 I I—I I I—I I 1=1 I 1=1 I 1=1 I i I I 1=1 I 1=�I I- /„t . _ _ =1 I 1=1 I 1=1 I 1=1 I i- �I I I 1= =1 I I 1=1 I 1=1 I 1=1 I I I I 1=1 I I—i I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I i—I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I 1=1 I 1=1 I 1=1 I i- v - -I I 1=1 I 1=1��—"'—"'�"' . __� . I I I—I I I—I I I—I I I I I—I I 1=1 I 1=1 I I—I I 1=1 I 1=1 I I—I I i—I I 1=1 I 1=1 I I—I I 1=1 I 1=1 I I—I I I—I I I—I I I . I I 1=1 I 1=1 I 1=1 �I 1=1 I 1=1 I 1=1 I I � 1=1 I 1=1 I 1=1 I 1=1 I 1=i'' I I I-1 I 1=1 I 1=T I I I�I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-1 I 1=1 I 1=1 I�I I 1=1 I 1=1 I ° I 1=1 I 1=1 I I—I I I I I—I I I—I I I (I�I I� I a d • a � d � a • � I I I—I I I I—I I I o g ' ° e � a e . , d a e a . q � e . . , d I I� -I I d I I I—' n ° q ve � e d a a a d � d � f � ■ e a a 8 a � d � ' A I PROJECT N0: D21D — r� II d r � e ° a , a � � ° d a a � % e a �d O I I� _ — — — — — — =d— - — — — — — - — —� — �— DATE June 10, 2003 -"' —��I-1 I 1=1 I 1=1 I 1=1 I 1=1 I I-1 I 1=1 I 1=1 I 1=1 I 1=�"=i�1=1 I I=1 I I-1 I I-1 I I-1 I I-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1�i= "—�I�I I 1=1 I�_" T "'—"" " _'�i=1 I 1=1 I�I I�_' DRAWING NO.: � 3 STAIR SECTION @ BUILDING C z STAIR SECTION @ BUILDING C , STAIR SECTION @ BUILDING C - A515C SCALE. 1/4'=1�-0� A515C SCALE• 1/4'=1�-0' A515C SCALE 1/4"=1�-0� _ � � , , � � 1 ` ODELL ARCHITECTS, P.C. ARCHITECTUR6 PLANNING INTHRIOR9 32065 CosUe Co�t,Smte 150, Evergreai,Cdarado 80439 Tdephane 3036705980 Fucsimle 3D36107162 Cop�nght Ths documa�t is an instrumenl af sernces,and as svch remoins 1he properly o(the Prchdect Permissian(ar use af 11us documenl is I'mited and cm he extended only by agreement wilh Oddl Archdais,P G �/ COLGHI.IN 8L COMPA�IY INC. 06100-PREFABRICATED WOOD TRUSS � � � � 06100-2z6 WALL SYSTEM o 06100-TRUSS JOIST FL00 STEM �+�/ � � � `° ^ LOUNGE STORAGE ` � 15400-HOT WATER AT TUBES � �' � ° � b� m 07210- INSULATION 0-FLUID APPLIED WATERPROOFING � r-c i � � � � � '-'- 08400-STORffRONT GLAZING b �*� � o RESTR00�1 ,i,- 03300-CONCRETE FOUNDATION WALL {�o_ - � ri � � � ^ i� RE STRUCTURAL O , g�p 15400-IN FLOOR HEAT TUBES � 03300-CONCRETE SLAB ON � GRADE _�� - _ � " ' BUILDING SECTION 4 - 4 �� A516E SCALE 1/8"=1'-0" � _ � � � C� '� - � � BUILDING SECTION 7 `� .� v, o + A5.16E SCALE: 1/4"=1'-0' � � � � � � � � t�, � � o � tr,,, .� � o .,� ., � � � 0731Z-ASPHALT SHINGLES � � C� 06173-PRE-ENGINEERED 06100-PREFABRICATED � � � WOOD TRUSS WOOD TRUSS ^ � � E�1 07200-BATTINSULATION, R38 07312-ASPHALT SHINGL S ATiIC �4 06173-PRE-ENGINEERED WOOD TRUSS I I � �� I I � 07120-BATT INSULATION 9,8 SI � `� II� � 12 ,' - 06100-2x4 WOOD STUD � �� 4� 1� f ,�„ 03300-CONCRETE FOUNDATION WALL i�i� AND FOOTER �4 � � �� a�.sond, '` �li � � �z � � ° i i o �� 03300-CONCRETE BEARING PAD � o i i , �� ii � -° 15400-IN FLOOR HEAT TUBES CORRIDOR � i i �-� 03300-CONCRETE SLAB ON � � �i GRADE - 'I = - - - � , - - - iii u • �� 06173-PRE-ENGINEERED ! , ��SS, RE S��T -�� r�. � 3 BUILDING SECTION 3 _ • 06200-WOOD CAP o A516E SCALE. 1/8"=1'-0° OFFI CE ' � � s � Z � � Q � w _ � ^ � DRAWN BY. KTG � o s � �2 N 06100-TRUSS JOIST CHECKED BY A9B �� "� fL(�R SYSTEM ��:.�� 06100-MICROLAM, RE SIRUCT REVISIONS. .. � 06100-PREFABRICATED WOOD STAIR 07312-ASPHALT SHINGLES No. Descnption Date � � \\� :�� 06173-PRE-ENGINEERED I 07400-PREfAB GABLE VENT I _ . \��`. D5500-METAL HANDRAIL ° 07600-SHEET METAL GUTTER WOOD TRUSS L �� \��\ o � I I \� , � \�� STUDI O 07600-SNOW GUARD 12 07210-BATT INSULATION, R38 Q . �� . I I � nrnc �4 s �� . � � W \� , �� .�-�. r-� r-� � ( ^ � �-�` � � i i i i 0 � ��\ L��\ �� L_J L_J Q � 1 . I ( o ,\\_, � I nrnc �� 06100-2x4 WOOD STUD W R19 _ - _�� - -I II -1 - - — �=�i _ 03300-CONCRETE fOUNDATION AND FOOTING � i I i � RE STRUCTURAL I IIII I III I I I � � 5'-p" � ��_�� I-I I I I � � — � �� 07140-FLUID APPLIED WATERPROOFING ��_ �a ��= 6 B U I LD I N G SECTI ON 6 za o W ;; o r�' ,;;; 03300-RON STR CTURAL ISSUE RECORD I I I =1 I 19 vERE�9 C�tRIDOR qg g °' = i i �`_ � �!�' A516E SCALE. 1/4"=1'-0' A912 9 8 �� - 15400-IN FLODR HEAT TUBES No Descnption Date i i ;, n� RE MECHANICAL 03300-CONCRETE SLAB, �- �� 1 COORD SET. J� 23, 2W3 RE STRUCTURAL rn '-i 03300-CDNCRETE SLAB ON ` ' CRADC DE£IC!! REUIEW£UBI.�ITTAL Fob 70, �003 - I III ,� 3 DESIGN REVIEW SUBMITTAL Mar 24, 2003 � BUILDING SECTION 2 4 PRICING SET Aprd 03, 2003 � A516E SCALE: 1/B°=1'-D" 5 PERMIT SET June 10, 2003 07312-ASPHALT SHINGLES �6173-PRE-ENGINEERED WOOD TRUSS 12 12 SHEET CONTENTS � �14 CHILDREN'S GARDEN LEARNING 07133-SHEET WATERPROOFING �_ BUILDI G S ,� ,� — 08500-ALUMINUM CLAD WOOD WINDOW 4� —14 071 -BATT 06173-PRE-ENGINEERED SU ION OFFlCE WOOD TRUSS 6 6100-TRUSS JOIST FLOOR SYSIEM ATIIC 07210-BATT INSULATI , R38 A9 8 0 15400-HOT WATER HEAT TUBES rA rure,, ,�� . �"~ � ii 06100-2x4 WOOD STUD "T'""��A1°" ��''•s�Q 07200-BATT INSULATION ii , iii 03300-CONCRETE FDUNDATION, ��pe �g0 06100-PREFABRICATED i i �i � . ; 6100-2z6 WALL SYSTEM WOOD TRUSS o �� ++o _ RE STRUCTURAL = ��a�Ode1� � SiUD10 �� PRESCHOOL � / \ �� PLAYGROUND STOR GE �IECH JAN CORRIDOR° o i i = 03300-CONCRETE PAD � �_�0�� r� RE STRUCTURAL . �. 1540D-IN FLOOR HEAT TUBES o � � i i � ii�l� 15400-IN FLOOR HEAT TUBES ��C'��.��4' n,, 0330D-CONCRETE SLAB ON 03300-THICKENED SLAB � \ / � � ./'�`/ r GRADE r _�� RE, MECH �� `� i i i 03300-CONCRETE SLAB ON �� '� V �� u -_ = iii i��i i = - GRADE ; i�i - 330D-CONCRETE FOl1NDATION WALL !� � T i= iii 07140-FLUID APPLIED � ' "' � 07140-FLUID APPLIED WATERPROOFING �� AND FOOTER �'�„ ' ,,, -�! � WATERPROOFING �� - ru '=_i , BUILDING SECTION 1 PROJECT N0. o�,o 5 B U I LD I N G SECTI ON 5 A5.16E SCALE. 1/8"=1'-0" DATE June 10, 2003 A516E SCALE: t/8"=1'-0" - DRAWING N0: � � � � s � � ' ODELL ARCHITECTS, P.C. ARCHITECTURS PLANNINC INTERIDRB 32065 Costle Caurt,Smte 150, Euergreen,Cdarado 80439 Telephane 3036705980 FacsimBe 3036107162 Copynght Ths document is an u�stmma�t af sernca,and as such remmns 1he property of�he Archded Permissim far use of ilus dowment a Imited and cm 6e eztended anly by agrcement with Ode1I Archdecls,P G �/ CO�GHL,IN BL COMPA'�Y INC. � � � o � � � O � �� " SH18 W3D W15 SH18 SH30 W30 W30 5H18 � � _ ' / \ \ � ~ � ''C� / \ / � / \ \ / \ / � � � � � � `_"'� R3 . � �__ __� / � N O � � O N �— —7 —/ � � .--� \ / � / \ / / �� O �\ �T �\ �T \ / �/ � .� � o \/ ^ � � � � �� .� �o ' � o � 2�—�� 2�—�n ^ Q� 0 � , , A � i i , , � � � , � „ � � �V , � � � � , � � , , � , � o , . , , . � � , , � o , � , • /I1 , � , � �- � � , �V ;'� , � , ,, . , � , ;, � � � � � � � � � , � , , . , � , � � �, `� ,' � � � � . , � , � � , � , �, ,, SB30 B30 B30 DB30 B24 B24 D824 � �� ,0 2ND FLOOR KITCHENETTE 9 WORK AREA, 2ND FLOOR 8 WORK AREA, 2ND FLOOR � A31 SCALE 1/2�=1�-0' A31 SCALE. 1/2'=1�-0� A3.1 SCALE t/2'=1�-0' � • �� DRAWN BY BJV CHECKED BY W30 W30 y�g VV24 SH30 SH21 SH24 W24 REVISIONS. / \ / \ / // /�\\ No Description Date /� �� /� �� /� / \ BACKSPLASH _ _ 06200-4 P-LA�1 / � \ -- -- -- -- -- -- � — Q \ / \ / �� — � — — Q � � � T � \ 0 06200-W00� CAP \ / Q \ / \ / \ � \ / � � ` 0 � `° 0 -' o00o O o00o O o OO ° � � I I I I ' \ / ---� �--- \ / �� / \ / i � � / � �\ o � / i �� I I � /�/ � ��\ '"' i �� ,� L---o -� 06200-P-LAM ° "' ISSUE RECORD \ N o CABINETS �\ M No. Descnption Date � i � � i � � �\ � � 1 COORD SET J� 23, 2003 SP12 OPEN 24 S830 618 027 D030 2 DC310M RCYICW 3UDMITTAL rcL 70, 2003 �-3p 3 �ESIGN REVIEW SUBMITTAL Mar. 24, 1D03 � KITCHEN 6 KITCHEN STUDIO � 9�-�° � A31 SCALE: 1 2'=1'-0' A31 SCALE: 1/2'=1'-0' 5 D I AP ER CH A N G I N G TOD D LER 4 PRICING SET April 03, 2003 � A31 SCALE: 1/2'=1'-0' 5 PER�IIT SET June 1D, 2003 SHEET CONTENTS: INTERIOR ELEVATIONS � CHILDREN'S GARDEN OF LEARNING �osoo—conr HaaK 10900-COAT HOOK W30 W15 SH18 W30 W30 5H12 �6200-4" P-LAM 15400-DRINKING � � � � BACKSPLASH � � � FOUNTAIN — — — � C � 06200-P- LAM / \ � / \ / \ CUBB�ES 06200-P- LAM � � � .• 9� ° CUBBIES — � � / `� �— � � N .' Jerome 10 ° 10800-PAPER TOWEL / 10800-PAPER TOWEL \ / ; Edward U dell �* ' DISPENSER �- DISPENSER �' ; �.20�i9 ; ��;, e,r� � V � C'F'•• •°°,� � � � 15400-DRINKING � � 06200-4" P-LAM � � �SFD•.•PR�'�\ ,O� � � FOUNTAIN e BACKSPLASH � �` 0 `1` � _ ° i i i i _ '� L� _�J �� / \ L�_ �� a6200-P-LAM ,� � �— 0 06200-CAB NETS �_ _� / \ ° PROJECT NO• 0210 CABINETS � / � � � / i'-o° �'-o" � � \� \ � � � DATE June 10, 2003 TYP TYP t'-0" " 3'-6" 4'-9" � 5'-412" I SB24 B18 DB18 DB18 830 5824 DRAWING NO• � 4 PRESCHOOL CUBBIES 3 TODDLER CUBBIES z PRESCHOOL ROOM , TODDLER ROOM A3.1 SCALE: 1/2'=1'-0' A31 SCALE• 1/2°=1'-0" A31 SCALE: 1/2"=1�-0" A31 SCALE. 1/2'=1'-0' • � � � , 1 � � ODELL ARCHITECTS, P.C. ' ARCHITECTURS PLANNINC INTER10R9 3ZU65 Castle Court,Smte 150, E�ergreen,Cdarodo 80439 Tdephonx 303670.5980 FacsimBe 3076107162 Cop�nght Ths dceument is an mstmma�t af sernces,and�such remams ihe property of the Archdect Permissian fa use af ihis doamenl rs fmited and cm he eztended mly by agreement with Oddl Architecis,P C 2'-1 1/2" 2'-6" 1'-10 1/2" 6'-3° 4'-11 1/2" 6'-3° �2 H30 W18 W18 W18 - � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — � - - - � � � Ofi200-P-LAM / CABINETS � � � / CO�GHLiN 8L COMPA:VY INC. / '_ _` — — — — —� � 11400 -RANGE HOOD . � / — — — — � � _ ^ _ 06200-4" P-LAM \ ` / o / / BACKSPLASH 06200 4 P LAM / 062� BACKSPLASH / 06200-4 P-LAM BACKSPLASH � BACKSPLASH � `.° � `a ;\ ^ � � � ' �� 06200-P-LAM � � �� ° � 06200-P-LAM � _ 0620D-P-LAM � � � o Q _ � — — �� 06200-42 HIGH P-LAM CABINETS CABINETS i i CABINETS / COUNTER W/ � i — \ BRACKETS � � � I � li il . � N, ii —\ \— —� / _ � O / / / / 3'-7� B18 SB30 DB9 B9 7'_lOp � �� UNIT D „ UNIT D ,o UNIT D 9 UNIT C � � �; ,z ' A7 2 SCALE 1/2°=1�-0° A7.2 SCALE 1/2'=1�-0' A7.2 SCALE 1/2°=1�-0° A7.2 SCALE. 1/2"=1'-0" � � O _ � � � � - Q � � o t.�, � � o � �, .� � o .,� �; � � � '� u o � A � � 4� 4� 3'-5 61/64° 3�-4" � 4'-it 1/2° 2'-8" 2'-7" � W9 H30 - - - H30- - - - - W24 W24 - - - - - - - - - - - - — r- - - - - - - - - - - - - - - - - - - - - - - - - - � . - - - - - - - - - - - - - - - - - - -� _ 11400 -RANGEHOOD - - - - - - - � � � �� 06200-P-LAM 06200-P-LAI� CABINETS CABINETS 06200-P-LAM � CABINETS . . . � \ / 06200-42° HIGH P-LAM 11400 -RANGE HOOD � � COUNTER / • �y — — � O . � � - - � � i Q620D-4" P-LAM � 6200-4° P-LAM 06200-4" P-LAM 062D0-4° P-LAM � BACKSPLASH BACKSPLASH BACKSPLASH BACKSPLASH _ � � � 06200-42° HIGH P-LAM ^ ^ `° ^ • COUNTER ^ 06200-P-LAM 06200-4° P-LAM 06200-P-LAM _ _ _ _ _ _ _ � i r o o CABINETS COUNTER W/ CABINETS ' ' BRACKETS DRAWN BY. BJV ii ' � � I i i I � / \ /_ — CHECKED 8Y 11400 -RANGE — — — . . . . � � ` ' REVISIONS. • No �escnption Date 824 SB30 D69 824 B24 7�—,O� � 7'-5" 1'-6" 2'-0" 2'-0" 2'-0" 7'-6" � � - 6 UNIT B 5 UNIT B � a UNIT C UNIT C � A7.2 SCALE• 1/2'=1'-0' A7.2 SCALE: 1/2°=1'-0" A7.2 SCALE: 1/2"=1'-0' A7.2 SCALE: t/2'=1'-0" � ISSUE RECORD � No. Descnption Date 1 COORD SET Jan 23, 2003 2 DESIGN REVIEW SUBMITTAL Feb 10, 2D03 - 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 4 PRICING SET April 03, 2003 . 5 PER�IIT SET June 10, 2003 � 3'-1" 2'-9 1/2° 2'-9 1/2" 2'-1" 3�-�„ 4'-7" �4 W24 W24 — — — —— — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — —I R SHEET CONTENTS. � — — — � � � 06200-P-LA�1 TYPICAL UNIT PLANS 06200-P-LAM CABINETS j/ � CABINETS � \ / �_ _� � . � _� � . . 11400 - - � � � � 06200-4" P-LAM \ , 06200-4" P-LAM 11400 06200-4" P-LAM 06200-4° P-LAM BACKSPLASH BACKSPLASH � BACKSPLASH BACKSPLASH � Q� C � .�e o��.. �•��9 Ei.n ��,�� '.�q� � I e� • � � � ^ � :• '� ^ � dward Odell =� 06200-P-LAM o � � — — / CABINETS — ��„ ,� �, u-��Ug � a 06200-P-LAM 06200-CAB N�ETS �� i �✓'�'' .°°�,� CABINETS / � � � 06200-P-LAM � � �� CABINETS i i �,, � �, ,.,m.e.�� . U� i i , ~ `�c�,c� ,�'�, � � � il � / / / �—li il_\ _ f ` — — — — — 11400 -DISHWASHER / _ "� Y . . � . . ` PROJECT N0: OP10 SB30 B12 D89 5830 B�� DATE June 10, 20D3 4'-9° DRAWING N0: � 4 UNIT B 3 UNIT A z UNIT A , UNIT A A7.2 SCALE: 1/P"=1�-0" A7.2 SCALE: 1/2"=1'-0" A7.2 SCALE 1/2°=1'-0" A7.2 SCALE 1/2"=1'-0" • , � , � � � � � ODELL ARCHITECTS, P.C. ARCHITECTURE PL9NNiNC INTER10R9 3Z065 Costle Caat,Smte 150, Evergreen,Cdorudo 80439 Tde�hone�3D3670.5980 Focsunle 3076707162 Copxight Ths dceument s an mstrument of sernces,and as such remmns the property af the kchdeci Pertn�ssian(a use of lhis daument is Imited , and cm he eztended only by agreement wilh Oddl Archdxts,P G 7'-10" `� 5'-9 1/2° 2�-6" 3�-1" W24 H30 W24 \ W12 W24 W24 - - - - - - - - � \ — - - - - - - - - - - - - � - - - - - - - - - - � � // 06200-P-LAM � �O�GHLIN BL COMPA°VY INC. CABINETS / � .� �� 06200-P-LAM � � � � � � � � � CABINETS / — — — — — — — — — . . `° / � � / � \ - - � o \ - - � � � . . � � / / \ 06200-BACKSPLASH � � \ 06200-42" HIGH P-LAM 06200-4" P-LAM F \ , � COUNTER W/ BACKSPLASH `° \ — — — — BRACKETS � �° � � � � 06200-P-LAM / CABINETS �� / 06200-42" HIGH P-LAM ° j� j _ _ � • • 06200-CAB NETS — O O i i _ ��/�� COUNTER W� � 06200-P-LAM � , , � � � i � � � BRACKETS CABINETS I i i I / � — — — �6 11'-3" — �) — � � � � . . . � � ' / , ,// 812 Bt5 812 SB30 Bt2 2�_4 � 2^ � 3'-0" 3�-0° 3�-0" 9'-6° � �� ,z UNITS K, M AND M ADA „ UNITS K AND M ,o UNITS K AND M 9 UNITS K AND M G� � � _ � A7 3 SCALE 1/2"=1'-0' A7 3 SCALE 1/4"=1'-0° A7.2 SCALE 1/2'=1'-0' A7.3 SCALE: 1/2'=1'-0° � � � �'--� '—' C� - O •--' � � O C.�� O �. •� � � � � � � � � � o � A � � 4� 4� 5'-3° 5�-10" 2'-3" 5'-10" � W18 W12 � H34 W15 W24 - - - - - - - � � - - - - - - - - - - - - - - � � - - - - - - - - - - � 06200-P-LAM 06200-P-LAM �� CABINETS CABINETS / � � . \ i i � _ \— —� — — — — � • �� ' � O / � � i 06200-4" P-LA�i 6200-4° P-LAM 06200-4° P-LAM r BACKSPLASH BACKSPLASH BACKSPLASH `° `° `° `° 06200-42" HIGH P-LAI� . r. � � � COUNTER 06100-P-LAM ' CABINETS — — — � i O O 06200-42' HIGH P-LAM �___ ___J COUNTER W/ ' I ` � � li il � BRACKETS DRAWN BY. ii - - — - - �) CHECKED B � � . . . REVISIONS. � 818 612 B15 SB30 o No Description Date 7'-11 2'-7° 3'-0° 2'-6" 6'-1 1/16" 0 0 � e UNIT H � UNIT H 6 UNIT H 5 UNITS G AND J � A73 SCALE: 1/2°=1�-0° A7.3 SCALE: 1/2"=1�-0" A73 SCALE. 1/2'=1�-0' A73 SCALE: 1/2"=1�-0' � _ � ISSl1E RECORD No. Descnption Date 1 COORD SET Jan. 23, 2003 , 2 DC.^,ICN RCVICW ,^.UDMITTAL rcb 10, 2003 3 DESIGN REVIEW SUBMITTAL Mar 24, 2003 , 4 PRICING SET Apnl 03, 2003 5 PER�IIT SET June 10, 2003 8'-2 1/2" 5'-8 3/4" � �� 3-1 W24 H30 W30 W12 H30 W24 - - - - - - - - - - - — W24 � - - - - - - - - - - - - - - - - - - � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � SHEETCONTENTS: � � � 06200-P-LAM 06200-P-LAM 06200-P-LA�I TYP I C A L U N I T P LA N S CABINETS � � , CABINETS � \ CABINETS j /— —\ / � - - - - � - - � — — � �— —� � — — / . . . . � 06200-P-LAM � — — � � `— —' � — — � � � � — — � CABINETS 06200-4" P-LAM 620D-4" P-LAM BACKSPLASH � 6200-4 P-LAM BACKSPLASH BACKSPLASH OF C � �(��N�NN �� O _` �� i.o 1 ( � � j� cD c0 � i O I I i� i� i� i i • : �/ � �; E ard Odeli �� 062QD-42" HIGH P-LAM / _ O o i i _ COUNTER W CABINETS — — / — — CABINETS �___ __� �' '••. o�2a�9 •°'j� 06200-P-LA�I ; ,t 0620�-P-LAM / / o a i � 0fi200-P-LAM i � CABINETS �'• V BRACKETS / � — 1 ' - F/�S�D.....RG��'� • /� , � . . � � . � ' �—�� I—� � P �•�\ ,� � — liil ii — — — �J — — . . . � � . . . � �� / PROJECT NO• 0210 6�-�p B1P � A B18 DB9 SB30 B12 B12 5830 B12 g-�p DATE June 10, 2003 + DRAWING N0: � 4 UNITS G AND J 3 UNITS G, J AND G ADA � UNITS G AND J , UNITS E AND F A7.3 SCALE: 1/P"=1'-0" A73 SCALE• i/2'=1�-0' A7.3 SCALE: t/2"=1'-0' A7.3 SCALE 1/2"=1'-0" � � � � � f� � � � ODELL ARCHITECTS� P.C. ARCAITECTURB PLANNiNC INTER10R8 32065 CasHe Court,Suite 15D, E�ergreen,Cdarado 80439 Tdephone 303 670 59B0 Fuarcnle 30J 610.1162 Cop�ght Ths dceument is an instrument of sernces,and as such remains 1he properly of the Archded Permissron fa use af ltus daument rs Cmled and cm he eztended only by agreement wich Odell Architecis,P C 3�_On ^�_�n ^i_��n �>_^n L L a 13'-0" W24 W24 W24 H30 W24 � � � � / � / � Co��.,uv &Co��a�v� Ir��. � �— —� � � 06200-P-LAM ' � � � � 0620�-P-LA�1 � � � � CABINETS — — — — CABINETS — — — . . — — — — � 06200-P-LAM \ — — / \ — — / \ / O \ / / WALL CABINETS 06200-4" P-LAM - 06200-4" P-LAI� j�n � BACKSPLASH `° BACKSPLASH `° `° �/�� ;� � � � � � / 06200-42" HIGH P-LAM � — i i �� 06200-42° HIGH P-LAM � ° � BRACKETSW/ i � BR�AC ETSW/ �- -� � 06200-P-LAM , , � 06200-P-LA�1 , , CABINET, LAZY I i i I CABINET, LAZY � SUSAN / — i i� SUSAN / — — _ _ 06200-P-LAM O � � � � WALL CABINETS, � , 12° Deep i / B12 SB30 B12 B12 W36 3'-0" 3'-0" 3'-0" 7'-9° 9'-2° � 9'-t° �� ,3 UNIT 0 ,z UNIT 0 „ UNIT 0 ,o UNIT 0 G� � � _ � A7.4 SCALE 1/2'=1'-0' A7.4 SCALE 1/2'=1'-0" • � , �_ �_ � � A7.4 SCALE 1/2=1-0 A7.4 SCALE 1/2-1 0 � � � �-+ '-� Cc� . O .� � pq o C.� o �. •� � � o � � � ~ � � � o � A � � 4� 4� 3'-7° 2'-1° 2'-4° 3'-8° 3'-0" 7'-8 1/2" � yy�p VV24 W12 H30 W24 � � �� 06200-P-LAM � � 06200-P-LAM � � / � �_ _\ � � 06200-P-LAM 06200-P-LAM � CABINETS — — CABINETS — — — — — � CABINETS CABINETS � . . • �� \— —� \ - - � � � \ - - � - 06200-BACKSPLASH � � 06200-BA KSPLASH `° `° BACKSPLASH `° 06200-4 P-LAM , � � ^ � � „ � - j _ o o � i — \ — 200-42" HIGH P-LAM — \ 06200-42" HIGH P-LAM � � / COUNTER W / \ COUNTER W/ / � 06200-P-LAM , , i i � � 06200-P-LAM � BRACKETS / � 06200-P-LAM BRACKETS �, CABINETS Ii iI Y CABINET, LAZY CABINETS, LAZY DRAWN BY• BJV SUSAN _ \ SUSAN CHECKm BY / — �) — — — � . . . . � \ / /// � \ / , REVISIONS. / / \ No Descriptian Date 812 SB3� B18 812 B12 3'-1° 2'-31/2" 2'-31/2" 4'-7" Q 11'-S" 0 0 9 UNIT N � UNIT N � UNIT N 6 UNIT N 5 UNIT N � A74 SCALE: 1/2"=1'-0" A74 SCALE: 1/2'=1'-0" A7.4 SCALE• 1/2"=1'-0' A7.4 SCALE. 1/2'=1'-D' A7.4 SCALE. 1/2'=1'-0" � _ 0 ISSUE RECORD No. Descnption Date � 1 COORD SET Jan 23, 2003 � nFCir.� RFUFw ciiRwrrei FPh �R �nn3 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 . 4 PRICING SET April 03, 2003 4'-11" 3'-0" 5 PER�IIT SET June 10, 2003 4'-7 1/2° 3'-0" 2'-0" 2'-6° 2'-10° 9'-3" 1'-8" W24 W9 W12 W12 W18 H30 W18 - - - - - - - � - � - - - - - - - - - - - - � � - - - - - - - - - SHEET CONTENTS• - TYPICAL UNIT PLANS �,/ �� i / 06200-P-LAM � _ _ � � � \\� 06200-P-LAM � _ �_ �_ _\ � CABINETS �\ CABINETS . . � � i � � \\ � . p . / OF 06200-4° P-LAM 06200-4" P-LAM 06200-4° P-LA�1 't �/ ��N� �� `° `° BACKSPLASH BACKSPLASH `° `° BACKSPLASH �.••'�� ' � � � '� ^ ' O / r �/ � ,/ � ard Odell ��. 06200-42" HIGH P-LAM — — o o ', ; — j — — / ��:. �-2039 :s� COUNTER W/ _ C� •. t�, .� G BRACKETS 06200-P-LAM 06200-P-LAM I 06200-P-LAM . � � . , , � 06200-P-LAI� FN�''•• •' �� .• ' ' CABINETS I i i� — CABINETS CABINETS, LAZY `SFp��FtG� SUSAN T, LAZY / — — — — �) � — — — — — SUSAN A '�,I � — / , � . . . . _ PROJECT N0: 0210 815 B15 SB30 DB9 B18 B15 DATE June 10, 2003 2'-6" 3'-0" 2'-5° 4'-7 1/2" 3'-0" 10'-11" ' DRAWING NO• ' 4 UNIT L 3 UNIT L z UNIT L , UNIT L - A7.4 SCALE 1/2"=1'-0" A7.4 SCALE: 1/2'=1'-0' A7.4 SCALE: 1/2'=1'-0" A7.4 SCALE: 1/2"=1'-D' . � . � � � � � � � ODELL ARCHITECTS, P.C. ARCHITECTURS PLANNINC INTEAIOR9 3T065 Costle Court,Sude 150, Evergreen,Cdorado 80439 Tdephane 30J6705980 FaaimBe 3036107162 Cop�nght Thrs document 6 m�mstrummt of sernces,and as such remams 1he properly of the Irchdecl Permissim fa use a(lhis document is Cmded W24 an cm e ex en m y y agreernen wi i ec � — — — — — — — — — — — — — — — — — — — — — � ]�—�� 06200-P-LAM W24 H30 CABINET - - - - - - - - - - - - - - - - - - - - - - - - - - - - i � � � � � 10300-MIRROR i� �� MEDICINE CABINET ------ � , � i Co��-a.�v &CoM�a�v�Ir�c. PROVIDE BACKING FOR \�� / PROVIDE BACKING \ — — /— —\ — — 06200—P—LAM � � � � FUTURE GRAB BAR FOR GRAB BAR CABINETS . . \ - - � O \ - - � - - - - - \ � L _ _ J — — — — — — � � 0620D-BACKSPLASH `° �Q . � � � ^ � � � � � � � � � � � � � � �__��__� N � � �� _ _ � r o � �� '' ( I I I I I 06200-34" HIGH P-LAM � �� — — — — — — ' WD BASE 06200-COUNTER W/LA� o X — � — o x � � COUNTER W CABINETS � — � — — � — — — — BRACKETS 06200-P-LAM , I � � q BRACKETS ¢ � Q _ _ _ 2'-10° 2'-0" 9 1/2 3'-0° � � — — — — — — — — — — � � � � � "' . . . °` . . 06200-CAB NM TS � O , SB30 \ � THE UNDER—LAVATORY I�UST BE READILY 2'-4 �/2" 3'-0" 3'-0° 3'-0" 63fi ��._3n B36 B36 B12 Bt5 REh�OVABLE WITHOUT AFFECIING THE LAVATORY � AND THE FlNISH fL00R I�UST EXIEND BENEAIH 9-6p 1HE RE�IOVABLE CABINET. �� ,z BATHROOM A „ UNIT M ADA ,o UNIT M ADA 9 UNIT M ADA t'� � � _ � A7.5 SCALE 1/2'=1'-0' A7.5 SCALE: 1/2'=1'-0' A75 SCALE� 1/2'=1'-0' A7.5 SCALE 1/2'=1'-0' � . QI � �"� '�.,.� '"' c� . o � � � o � � �. -� � � o � � � � � � � . � o � A � � 4� 4� 5'-9 1/2" 2'-6" 3'-1" 8'-2 1/2" � W12 W24 W24 W24 H30 W30 � — - - - - - - - - - - - - � - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - � � 06200-P-LAM CABINETS 06200-P-LAM / CABINETS � . . . � � � � � - - - - . . — — — - - - - � � — — V • �� 06200-4" P-LAM — — — — — 06200-P-LA�I \ — — , o \— —/ • BACKSPLASH \ \ / \ / CABINETS 0620D-4" P-LAM BACKSPLASH , 06200-SINK COMPLYING W/ `° `� `° 06200-COUNTER P-L� � ANSI SECTION 606 ^ ^ ^ ^ . 06200-P-LAM o� _ � 06200-34° HIGH P-LAM / CABINETS CABINETS — — � 0620D-P-LAM WALL 06200-P-LAM � CABINETS ___ COUNTER W/ L - J BRACKETS ! —� !— � I DRAWN BY• ii , . SIDE-BY-SIDE OR ' � � ` - BOTfON-fREEZER � � ° ¢ � � � � — — — CHECKED BY REFRIGERATOR TO COMPLY W/ �� N � N - - - - N ANSI SECiION 100212 6 6 � , � � � ' � . / / / , / REVISIONS. No Descriptian Date 812 SB30 B12 6'-1" W24 W24 812 9'-10° B18 6'-1" Q 0 � a UNIT M ADA � UNIT N 6 UNIT G ADA 5 UNIT G ADA � A75 SCALE. 1/2"=1�-0" A7.5 SCALE: 1/2°=1�-0" A75 SCALE. 1/2"=1�-D" A75 SCALE: t/2�=1�-0� � _ 0 ISSUE RECORD No. Descnption Date 1 COORD SET. Jan. 23, 2003 � oESir� REUEw suAUirre� �oti �n, �nn� 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 . 4 PRICING SET April 03, 2003 5 PERI�IT SET June 10, 2003 3'-1° 2'-7" 3'-1' 7'-61/2" 4'-101/2" p'-4" 2'-11/2" 6'-71/2" W30 W24 W12 W24 W9 W15 W30 W12 W24 H30 W24 � - - - - - - - - �- - - - - - - - - - - - - - - - - - - - � � - - - - - - - - -- - - - - - - - - - - - - -� � _ �- - - - - - - - - - � SHEET CONTENTS: 06200-CAB NETS 062� CABINM TS � �200 CABINETS �,\� \\\\ 06200-CAB NETS � TYP I CAL U N I T � � \ _ _ _ _ _ INTERIOR ELEVATIONS - - - - - - \ \ - - \ \ � - \ / ` � - - \ � � i _ _ / i i � � � - � _ � � \ \ . . � i � i � � i i � . . i i 0620D-4 P-LAM 06200-4 P-LAM 06200-4° P-LAM \ \ / o \ , BACKSPLASH BACKSPLASH \ \ 06200-4° P-LAM BACKSPLASH � � BACKSPLASH �, �FCD �° 06200-SINK COMPLYING W/ `,° �° `° �.•''� ''' �....«.. � ANSI SECTION 606 � � ^ ,.9p e :� 06200-P-LAM 06200-P-LAM � 06200-SINK COMPLYING W � ��\\ �\ _ \ � 06200-P-LAM \ = Edward Odel) �� _ o o � CABINETS CABINETS � — — — ANSI SECTION 606 �� CABINETS � — — — �;. e•2089 .%� \ ��• L J L J SIDE-BY-SIDE OR � � � � I I � I � SIDE-BY-SIDE OR i i � � � �S••• '�� — i i i i �'�:•. •f�. .......• �� .,y� BOTTOhI-FREE.ZER - ° X I I x BOTTOM-FREQER - I I o x FQ PRG '�l �J� REfRIGERATOR TO CO�IPLY / _ N � l� - - - - - ' � RffRIGFRATOR TO CONPLY W/ ��N � � - - - - - /„ I AN� SEC110N 1002126 6 , / \ � � ANSI SECTION 1002126 6 - � � , {(/ � \ / \ \ \ PROJECT NO• 0210 DB9 B12 3�_�„ B24 B9 DB9 B12 B24 DATE June 10, 2003 • DRAWING NO• ` 4 UNIT G ADA 3 UNIT D ADA z UNIT D ADA , UNIT D ADA A7.5 SCALE, 1/2'=1'-0° A7.5 SCALE• 1/2"=1'-0' A7.5 SCALE: 1/2"=1'-0" A7.5 SCALE: 1/2"=1�-0' , • � � ' � � � f� � � ' ODELL ARCHITECTS, P.C. ARCHITECTURE PLANNINC INTBAIOR9 32065 Castle Caat,Smte 150, Evergreen,Cdarodo 8(1439 Tdephone 3036105960 faarcnle 30�6107162 Cop�nght Ths document s mi mstrument of sernces,and as s�ch remoms ihe property af the Archdecl Permissian fa use af lhis davmenl g Imled nnd cm he eztended only by agreement with Oddl Archdxls,P G 6n I�_On ,� �4 yy24 W24 — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � - - - - - - - - - - - � � - - - - - - - � � — � � - - - - - - - - - 06200-P-LAM 06200-P-LAM CABINET � CABINET � \ � \ COI:GM.,IN BL COMPA�IY INC. i � i � i � i � i� �� 10300-MIRROR 10300-MIRROR � �� 10300-MIRROR i� �� 10300-MIRROR --- --- MEDICINE CABINET MEDICINE CABINET ------ MEDICINE CABINET --- --- I I � i � i � PROVIDE BACKING FOR \�� / PROVIDE BACKING FOR PROVIDE BACKING FOR PROVIDE BACKING FOR \�� / PROVIDE BACKING \�� / PROVIDE BACKING FOR GRAB BAR GRAB BAR GRAB BAR GRAB 8AR FOR GRAB BAR GRAB BAR �� - - - - - - - - - - � _ — - - - - - - - - � — � - - - � � � - - - - - - - — — � �� - - - - - - �-- - - - - � — � � - - - - � � � _ _ � � �- - - J — 1- - - J p � , . , b ,� , . �, � J � � J - , . , , , . . _ , . , � , , . . � ¢ � , . , � � = —{ = � {— ' I— � � � cp N � co N —_.� �-- —_.� / I `D N N \ I \ \nJ \ / Zf N \ \\ // / 7V � / � O \� �/ \\ \\\ \� // /�/ N �'—L �/�p I �1_OC I nll � 3'-31�Z� 6° 2 0" 2'-10" 6" 4'-0" 9 1/2° 2'-0" 4'-0" 2'-0" 10 1/2 7'_p" g° � ; o � � SB24 SB12 615 SB24 815 � �� ,4 ONE BEDROOM ADA BATHROOM ,3 UNIT 0 BATHROOM ,z UNIT 0 BATHROOM „ UNIT N BATHROOM B G� � � _ A76 SCALE 1/2"=1'-0" A7.6 SCALE: t/2°=1'-0' A7.6 SCALE 1/2'=1'-0° A76 SCALE. 1/2'=1'-0' � _ A••I � ''C� � '"' C� � o ~ � � o � � �. -� � i�+M O �� r� \ ^+ � •� � � � A � � 4� 4� � 4'-0" 6" W24 �4 � — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - � r - - - - � - - - - - - - - -� � - - - - - - - - - - -� � - - - - - - - - - - - � � �� 06200-P-LAM 06200-P-LAM � CABINET CABINET / i � i � i � � � � i� �� 10300-�11RROR 10300-MIRROR i �� --- --- �1EDICINE CABINET MEDICINE CABINET --- --- �� i � � i � i PROVIDE BACKING FOR PROVIUE BACKING FOR PROVIDE BACKING FOR �� ' PROVIDE BACKING FOR PROVIDE BACKING FOR �� PROVIDE BACKING PROVIDE BACKING . GRAB BAR GRAB BAR GRAB BAR GRAB BAR GRAB BAR FOR GRAB BAR FOR GRAB BAR � � - - - - - - - - - - — � � — r- - - - - - - - - � W - - - - � - - - - - - - - - - — � — � - - - - � �-- - - -- � — � _ _ � — L _ _ � — - - - - � a . � . . � . b \ � � � � � DRAWN BY• � . , . . , . � J � � . , . °° °° . , . � � , i `D I I N N N n � I � —� �—� N cV r I \ —� r / /� N ' CHECKED BY � � ) � � � � � � � �� / � / � � � REVISIONS. 3'-0" 2'-6" 2'-21/2" 2'-61/2" 6" 4'-0" 6° g" p'-p° 101/2° 2'-0" 4'-0° 3'-31/2" 2'-0" �� 2'-0" 6" 6" 4'-D" No Description Date 812 SB24 812 SB24 � � 0 ,o UNIT N BATHROOM B s UNIT N BATHROOM A s UNIT N BATHROOM A � UNIT L BATHROOM s BATHROOM D � A7.6 SCALE: 1/2'=1'-0' A76 SCALE 1/2"=1'-0" A7,6 SCALE: 1/2'=1'-0" A7.6 SCALE. 1/2'=1'-0' A76 SCALE• t/2"=1'-0' � . � ISSUE RECORD — No. Descnption Date 1 COORD SET. Jan. 23, 2003 9 f1FCIGN RFIAFW SIIR�IITTAI Fah 10 7fi(13 I 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 , � 4 PRICING SET April 03, 2003 5 PER�IIT SET June 10, 2003 �4 yy�4 W24 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - � � - - - - - - - - - -� r - - - - - - - - -� r - - - - - - - - - - - - � � — SHEET CONTENTS. 06200-P-LAM 06200-P-LAM 06200-P-LAM TYP I CA L U N I T CABINET CABINET CABINET / INTERIOR ELEVATIONS , . � � � � / , . , � , , 10300-MIRROR i'� �� 10300-MIRROR i� � 10300-MIRROR i �� MEDICINE CABINET --- --- MEDICINE CABINET --- - - MEDICINE CA8INET � i � i � � / PROVIDE BACKING FOR \�� / PROVIDE BACKING PROVIDE BACKING FOR \\� ��/ PROVIDE BACKING PROVIDE BACKING FOR \�� / PROVIDE BACKING PROVIDE BACKING FOR GRAB BAR FOR GRAB BAR GRAB BAR GRAB BAR GRAB BAR FOR GRAB BAR FOR GRAB BAR ��, �,��' ,E �°,. e-�� - - - - -� - - - - - � — - - � � - - - - � - - - - - - � — — Q �,�Q � - - - - � � - - - - - - - - - - - - - - - - - — — — L _ _ J L _ _ J � L - - J � - - � _ �o wardUdell o� — � — — � �•2Q�9 �d� � i � p � / � � b � i � b — — /�.,.a r�t� � i � � � . U ' � �. ,- �� J � � L �. ,- L �� J � � � - " L� � � � SF� �RG��///�� . , . � �— . , . � �ji••�........�. °`� 1 // \\ // � N cV I / \ —� I — / �— / N � I � —� I / N N 'lf� / � � / / � / � � / / � / / � � � � � � � � � � � � I I 3'-31/2° 2'-0" 2'-111/2" 3'-31/2" 1'-9" 4'-4" 2'-0° 6" 3'-31/2" 2'-p" 91/2° 3'-0" PROJ . DATE June 10, 2003 B12 S824 812 S824 812 B15 SB24 • DRAWING N0: � 5 BATHROOM D 4 BATHROOM C 3 BATHROOM C z BATHROOM B , BATHROOM A AND B SHOWER ELEVATION A7.6 SCALE; t/2"=1'-0" A7.6 SCALE. 1/2'=1�-D° A7.6 SCALE. 1/2"=1�-0" A7.6 SCALE 1/2"=1'-0" A7.6 SCALE; 1/2°=1�-0" • � r � � ;� . , ; � � � , � � , � � � ✓ � -� � � � � � � ODELL ARCHITECTS, P.C. AACAITECTURE PLANNINC INTERIOR3 32065 C�stle Court,Smte 150, Evergreen,Cdarodo 80439 Tdephooe 303 610 5980 Focsimle. 307 670 7162 Copx�ght Ths document is mi mstmment of sernces,and as s�ch remoms ihe propaty af the Mchded Permissim fa use af lhis dowmenl is Imiled and cm 6e eztended anly by agreement with Oddl Archdecis,P C EQ EQ EQ � ¢ a � CO�GHLIN &COMPA'�Y INC. � � CV \ M I � � � � 6" EQ EQ 6" � � � � °° o � � � � � � � O � � � � RE PLAN RE• PLAN � �� s LINCN �TOf�AGC �IICLVING � SHELF AT ENTRY � " A7.7 SCALE 1/2'=1'-0' A77 SCALE. 1/2'=1'-0' � � � _ � � •� V� 0 : � � � � O � � o C.� o �, •� � � o � � � � � � � � o � A � � 4� 4� � - - - - - - - - - - - - - - - - - - - - - - - - - � 06200-P-LAM � , CABINETS �� / 06200—P—LAM 05500—�IETAL � CABINETS SHELVING, OPEN � / • �� ' 06200—4° P—LAM BACKSPLASH . =TS . L J I I I I 06200—P—LAM I I DRAWN BY: BJV _ _ _ _ CABINETS U ° � �' CHECKED BY REVISIONS. B36 B36 No Descnption Date 0 � 0 6 UNIT N BATHROOM A 5 UNIT L BATHROOM � A76 SCALE: 1/2"=1'-0" A7.7 SCALE: 1/2'=1'-0' � _ � ISSUE RECORD No. Description Date 1 COORD SET. Jan. 23, 2003 '1 DESICAI REUEW SUB►AITTAL Go6 1Q `1003 3 DESIGN REVIEW SUBMITTAL �lar. 24, 2003 4 PRICING SET Apnl 03, 2003 5 PERMIT SET June 10, 2003 6° 4'-0" W24 W24 — — — — — — — — — — — — — — — — — — — — — — SHEET CONTENTS• INTERIOR ELEVATIONS 06200—P—LAM 06200—P—LAM TYP I C A L U N I TS CABINET CABINET � \ � BUILDINGS A AND C 10300—I�IRROR 10300—MIRROR �IEDICINE CABINET — — MEDICINE CABINET — — PROVIDE BACKING FOR � PROVIDE BACKING FOR PROVIDE BACKING FOR � � PROVIDE BACKING PROVIDE BACKING PROVIDE BACKING OF CO FOR GRAB BAR FOR GRAB BAR GRAB BAR FOR GRAB BAR GRAB BAR GRAB BAR ��..�..« • 10300—MIRROR yt'j J p •• ��O . s • — — — ; dell =�. — — = �-2U�9 : m � °� , : - - - — , � — - - - �,��. •.`�� ••.......... , `� - � s�� PRG� •� Q p �F ` � x � � b-� � � ¢ � � � � � � � N ^ � 1 N W ZV CV N ll PROJECT NO.: D210 SB30 4° 2'-0" 3'-0° 2'-0° 6" 4'-6° 2'-7 1/2° 2'-0 1/2° 3'-3 1/2" 2'-0" 9 ��n 3'-0° DATE June 10, 2003 ' DRAWING NO.: � 4 BUILDING A BATHROOM 3 UNIT M ADA BATHROOM z UNIT M ADA BATHROOM , UNIT G ADA BATHROOM A7.7 SCALE: 1/2°=1'—D° A7.7 SCALE: 1/2'=1'—D° A77 SCALE• 1/2"=1'-0° A7.7 SCALE: 1/2°=1'—D' • . � � � .� � --�— � r � ODELL ARCHITECTS, P.C. ARCHITECTURE PLANNINC INTERIDR9 32065 Castle Court,5nte 15D, E�ergreen,Cdarodo 80439 1 I E VARIES VARIES VARIES VARIES I I Tdephane 3036105960 Faaimle 3036107162 Copynght Ths dceument is an msirument af sernces,and as such remoins ihe praperty of the Archdect Permissim fa use af lhis davment is Cmited nnd cm 6e extended mly by agreement wilh Oddl Architettr,P C / ATT1C ACCESS HATCH STUDIO STUDIO STUDIO STUDIO 3-BR 3-BR 3-BR ,q — — — — � — — — — A / ��-6n VARIES ATT1C ACCESS HATCH � �'-6� r-6� 7'-6" \ \\ � UNIT A UNIT A UNlT A UNIT A C� GOUGHLIN&COMPA:VY INC. \ � A306 A305 A304 A303 �� STUDIO STUDIO STUDIO STUDIO S1UDI0 STUDIO STUDIO SiUD10 STUDIO STUDIO ATTIC ACCESS I ` ��_6• \ / HATCH OPEN TO _ D � ABOVE � �// I� VARIES � �� /� / ��1—^p 71�V■ �1—�e �,—V� �'—�S / x i ��-6� 7'-6' / \ � / � ��_6• O � 7'-6" �\ STAIR 8'-0" 8'-0" 8'-0" S'-0" 7'-6° g'-0" j/// 7'-6" � E 8'-0' A307 �_6� - ATT1C ACCESS HATCH 9'-0' � UNIT B 7�-6� 7'-6" 7' g° 7'-6' 7'-6' � o � 8'-0" A308 UNIT N OPT) o STAIR � C — — — — — 301 ' - � — C 8'-0' 8'-0' 8'-0' �' � UNIT C t8'-2' A309 _ O 8� 0" 8'-0' 8'-0" 8'-0° 8'-0° — — D ISTAIR I I I � A302 �� i � _ � � � � � .� .--� �/] 0 .� 3 BUILDING 'A' THIRD FLOOR R.C.P. �"'' �' .=� � AS.1(A) SCALE 1/8'=1'-0' O � � O � 0 � '� � � o � � � ~ � � , , � � , � o � A � � ( E � � � '` � � � � — — — — — — — — — — — — —�- — — — — — — — — — — — — — — — — — — — — — —C— — — — �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — � �ir � � � � ' � � � � � � ' ' � � A — — ' — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____ _ __ ____ _____ _ __ __ � — — — _ _ _ - - - - - - - - - - - - - - - _� A , - - _— ; — � i _ , , _ - - ,— : - - . . . . , _ - - � f ,,,= - ' � `° r-s• r-s• `�� -s• r-s• `° � - - - - - - - - - - Q� ,'—s• ' , , , , ; , , � � � - - - - - - - - - - - - - - - - - - - - - - - - - - I / �� ' � ' � �� / �—6� �—s ,,;; , , � , . ` ,, i;; , — � / � • — 11 � � . 7'-6' , , OPEN TO 7-6 , _ _ _ � �-6 �o� B � � n — � � � � 8,_0. e'—o" a—o , , �'—s' . �..1 � � 7'_6" 7'_g° 7'-g" 7'-g" 8-0 . � �,_6. � \ 7'-6" 7'-6' 7'-6' , 7'-6" � � UNIT A UNIT A UNIT A UNIT A 7-6' � E 8-� � � A207 A�� A205 A204 A203 � UNIT 0 7-6 ' A208 $,_p. 7�-6� �p i a � a (p r s � a (p �'-6' _� 7-6 7-6 -�� 7-6 7-6 _� 8,_Oe C — , • 8-p �, - S� — C DRAWN BY. BJV a-0 UNIT N 8'-0' ' ' ��-6� f9'-0' 8'-0' 8'-0' 8�-0° A201 � , CHECKED BY � 7-6 ��_6• 0 1-6 � ��_6. � � 7'-6" 7'-6" 7'-6' `°� � REVISIONS. 7'-6' t9'-0" _ _ D No. Description Date I STAIR I I ( Q 202 Q i TYP. � SOFFlT F � � - � BUILDING 'A' SECOND FLOOR R.C.P. � A81(A) SCALE. 1/8'=1'-0' ISSl1E RECORD No Description Date � i i i 1 COORD SET, Jan. 23, 2003 ^ 1 I E I ( I 2 DESIGN REVIEW SUBI�ITTAL Feb 10 2003 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 ` � C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 4 PRICINGSET Apri103, 2003 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � � — —� 5 PER�IIT SET une , � � � � � � i A — — — - ' - - - - - - - - - - - - - - - - --- _ _ ____ ____ _ __ __ � — — — — _ _ _ — - - - - - - - - - - - - - _ __ _� A , _ , _ _ — _, ; , — � _ —�' , —;= � ' ' � � � � ' � i�� ' \ � 7'-6' 7'-6° 7�-6� 7'-6" I SHEET CONTENTS• _ — _ — , — - - - - - - - - - - - - - - - - - - - - --� - - - - - - - - - BUILDING 'A' � � � � ' �� S � � UNIT A UNIT A UNIT A UNIT A �� , — ;_� ' � � UNDRY o t9�-o* �� ,� A,o6 A105 A104 A103 REFLECTED CEILING PLANS \ ' 'i; � � RE ATR00�1 LAA110 108 oABOVE � � , . B �_g• 9�-U• � � ��-g� 7,-6, 7,-g' 7,_6• �,_6. 7'-6' 11-8 � g'-0` � \ 8'-0' 7'-6" % STAIR 8�-0 8'-0" 8'-p' 8'-0° r-6° STAIR �F G'O A107 A100 6�, E ,��-�.•••••� ,� .�... LEASING OFFICE A112 a,-�� I MAIL 7'-6" 7'-6" 7'-6° 7'-6. yr� ero i O = d dell ��. ' ZU�9 8'-0' A109 g�_p• UNIT N �; `' ;� C _ — — — � — � �; ..•�,� 8'-0' 8'-0, �"' 7-6 ��j%s••.........••��'� ,V � 8'-0' t9'-0" FQ PRG . 8'-D' 8'-0" S�-0' 8'-0" B'-0' f9'-0' — — D PROJECT NO• 0210 I STAIR I I DATE June 10, 2003 A102 � � � DRAWING NO . F , BUILDING 'A' FIRST FLOOR R.C.P. � A8.1(A) SCALE: 1/8'=1'-0' � --�— � ,� . �� r � ODELL ARCHITECTS, P.C. ARCHITECTURB PLANNINC INTERIORS 3Z�65 Costle Caat,Swte 150, E�ergreen,Cdarodo 80439 Telephanx 303.6705980 Facsunle 3036707162 1 � 3 q. Cop�nght Ths dceummt is an u�stmment of sernces,ond�such remmns ihe property of ihe Mchdect Permrssim for use af lhis davmenl a I'mited and cm he rxtentled oniy 6y ogreement with Oddl Arrhilais,P G S R �.C/ CO�GHLIN 8L COMPA:VY INC. I I B9 I I ts'—o` A - - - - A . � '� , . btA �-6 7�-6� � f9'-0' ��_?• F 7'-6' 7'-g�� g - - - g ° � � t9'-0' F `°� `° 1'-6' 7'-6' 7'-6' � ��— TYP. C 7'-6' 7'-6' 7'-6' 7'-6" UNIT A UNIT A O UNIT A UNIT A UNIT A 8207 8208 UNIT A 8204 B205 8206 7'-6' 7'-6' g'-0' B203 g'-0' 8'-0" STAIR UNIT A ��_6• r-6' 7'-6' 7�-g° `°� 7�_6� 7,_6• 8200 8201 UNIT A � 6202 8'-0" 8'-0" 8'-0" B'-0' � � D �--+ �� s� 7�-�� _6■ ATiIC ACCESS HATCH � _ B,_�. 7'-6' t�-6' � .. • � • �• �'—�e �� '—U� N �, �s �,—�• �� C . �_� O � � � , E - - - E �"� � � � a� r—s �'-6" � � O F — — — F � � •� � � T � o � .� � � � � �� o � so�ir A � � � � � 1 2 3 4 � 4� � � „ � z BUILDING B SECOND FLOOR R.C.P. • �--� - A82(B) SCALE 1/8"=1�-0" , � 2 3 4 DRAWN BY• BJV CHECKED BY REVISIONS. No. Descnption Date � � 0 I I I I o 0 _ o A - - A r—s• r—s� ISSUE RECORD No. Descnption Date g - B 8�-0' 7'-6' 7�-6' 8�_0• 1 COORD SET Jan. 23, 2003 _ � — � � �b� 7�_0. 7 OFSIGW RFVIEW SUBI�ITTAL Feb 10 2�03 3 DESIGN REVIEW SUBMITTAL I�ar 24, 2003 - UNIT A UNIT A B1D7 B108 4 PRICING SET Apnl 03, 2003 � 7'-6' ��-6� 5 PER�IIT SET June 10, 2003 UNIT A ��-6� ��-6� � u8102 �,-6• 8'-0' 7'-fi' 8'-0' 8�-0" 7'-6" 7'-6' 8'-0' 8101 � D I I UNIT A UNIT A UNIT A UNIT A 8'-0' 7'-6' ��-6� B'-0" 8103 8104 8105 7'-6' 8106 f��-9�� SHEET CONTENTS: ' ' r-6• r-6, ,,-6, B U I LD I N G B �, 6� REFLECTED CEILING PLANS O E - - - - - E F f7'-9' F — T F �� o� c }�'-9� ATTiC ACCESS HATCH, �j'��.°°��o :,�� 3RD FLOOR ONLY � e m = d dell s� � ATiIC ACCESS HATCH, �ao b 2(�&y , s%�� 3RD FLOOR ONLY //�� 6� �i'o•a��E�O�ae�o��tiA� SF� �R� . .`' � � 2 3 4 PROJECT NO• 0210 DATE� June 10, 20D3 ` DRAWING NO• , BUILDING 'B' FIRST FLOOR R.C.P. THIRD FLOOR R.C.P. SIM.) AB 2(B) SCALE: 1/8'=1'-0' • � --�— � � �- / � � y ODELL ARCHITECTS, P.C. AACHITECTUR6 PLANNINC INTERIORS 32065 Castle Court,5nte 150, Evergreen,Cdarado 80439 TdephonG 3036705980 Faaim�le 3036101162 Cop�nght Ths document is an u�sirument of sernces,and as such remmns 1he property of the kch�led Permissim fa use of lfus doament�s Cmded and cm he extended anly by agreement with Oddl Architals,P C W CO�GI-D.IN �L COMPA'�Y INC. � � o � � � O � �� _ � -�-i � _ . \� � . � � � STAIR . P316 � � � � � � � � � pq o C,�..� o UNIT D � •� V P315 $�_p• � � � � .--+ � .�..r 8'-0' N O � A � r-s• '�i 7�-6" ��_6� 7�-6� �� r-s• � uNir � � 7'-6• B'-0" P314 7'-6" � �� 7'-6" � 7'-6' � 8'-0' �� • � � B'-0' � . . 8-0 � 8'-0" B'-0" . 8'-0' ' STAIR P301 CHECKED BY REVISIONS. OPEN TO STRUCTURE No Description Date ' (UNDER5IDE OF DOUBLE-T'S) Q LOBBY � P300 UNIT A Q 8'-0' P313 Q 0 _ 0 � o ❑ ❑ ❑ ❑ o ❑ ��_6. r_6, ,,_6, O O ISSl1E RECORD No Descnptian Date 8'-0" UNIT A P312 1 COORD SET J� 23, 2003 , 7 DESIGN REVIEW SUBI�ITTAL Feb 10 2003 = t9�-0" ��_6. ��_6• 7,_6� 3 DESIGN REVIEW SUBMITTAL I�ar. 24, 1D03 � 4 PRICING SET April 03, 2003 5 PER�IIT SET June 10, 2003 UNIT A ❑ ❑ P311 8'-p° SHEET CONTENTS• OPEN TO ACT., 2'x4� BUILDING �C� STRUCTURE 7�-6" 7'-6' 7'-6' LEVEL P3 8�-0" LAUNDRY FlRE ALAR�I P305 REFLECTED CEILING CANTROL PANEL P3D4 ❑ B'-0" 8'-0' r-s• oF �o� 8'-0' ,t�C,.,.�... � . �°. 90 7-s 1 romz ;o VARIES UNIT G � • rd ell �� , . 8-0 � . � . � . 8�-0� � P310 �-2Uu9 t� 7'-6" 7'-6' 7-6 7-6 B-0 �' • V �'-s' , . , . r-s , 7-6 7-6 O �'F;NS�O RG��' • �(jrl 8'-0" , . �N� UN� . . , . g'_p" O UNIT F 8'-0° ....P•• +�� //� 8-0 P306 P308 8-0 8-0 8-0' v P309 7'-6" 7'-6' 7'-6' 7'-6' STAIR $-�. P307 PROJECT N0: 0210 t7'-6` DATE. June 10, 2003 ' DRAWING N0: , BUILDING 'C' PARKING LEVEL 'P3' R.C.P. UNITS @ 'P2' & 'P1' SIM.) . AB 3C SCALE: 1/8'=1'-0' � � � /� ` 1 2 3 4 5 6 7 8 � ODELL ARCHITECTS, P.C. I I I I I I I I ARCHITECTUR6 PLANNINC INTHR10R8 32065 Cnstle Court,Sude 150, E�ergreen,Cdarado 80439 Tdephan� 3(136705980 Faaunle 3036101162 Cop�nght Ths document s an mstrument of sernces,and as such remans ihe property a(the Mchdecl Permission fa use af tfus daument is I'mited and cm 6e extended anly by agreement wilh Oddl Arrhitects,P C � � � � � � � � ATT1C ACCESS HATCH, ATT1C ACCESS HATCH, � . ATTIC ACCESS HATCH, � . I � ��' FlFiH FLOOR ONLY � � FIF1H FLOOR ONLY ��' � FOURTH FLOOR ONLY -;�' I — — — — — — — CO�GHLIN & COMPA'�Y INC. — — — II II A S,—�s �—U■ � ■ p'_O" 7'-6s /'—U• p�—O� 7'-6• p,—�M I'—U� 7�-6� 8-0 � a'—o' , . 8'-0' 7'-6" 1�-6" 8-0 ��_6• 8'-0' 8'-0' 7'-6" B'-0" 7'-6" 8'-0" 8'-0' 8'-0' 7'-6' 8'-0" I y_s, I 7'-6� I 7'-6' I 7'_6• � . � 7-6 � 7'-6' 7'-6" 7'-6' 8'-0' 8'-0' B'-0' 8'-0' 8'-0' � 1 A 1 0 /�—Un �'—�* � O O � 8—0 8—0 �,_6� 7'-6' UNIT �I ADA � � 7'-6' 7'-6' � 7'-6" 7'-6' � 7'-6' 7'-6° I I ��q 8'-0' Vl C106 g'-p' � UNIT G 8�-�� 8'-0' 8'-0' UNIT G 7�_6" �_O� Ct07 �� UNIT D 7'-6' C112 O O 8'-0' ' � • �,-6• � 8'-0' UNIT K � 8'-0' � UNIT K 8�-�� -6• � 7'-g' r-6 8-0 IJNIT K O STAIR C108 C109 C110 8'-0' 8'-0' g'-p' C114 8'-0' 7'-6' 7'-6" 8'-0" 7'-6" B'-0° �!� O O O �� _ � � � � - . ATTiC ACCESS HATCH, ATTIC ACCESS HATCH, � .� � O = FOURTH FLOOR ONLY PLAZA LEVEL ONLY � a `'C� •--+ CC� � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — g � '—' � pq o STAIR UNIT D UNIT D � UNIT D ADA UNIT D C113 � � �15 C118 � . � •� � � , 0 8 0 C105 8�-0" 8-0 � 8-D ^ ATTIC ACCESS HATCH, g-p C102 �_ � � � FIFTH FLOOR ONLY ATT1C ACCESS HATCH, 8'-0' S'-�" � � � C� I $'-�• FOURTH FLOOR ONLY I I I I I � � � A � r v ��-s• r-s° r-s° �-s r-s• y-s• ��-s• ��-s• r-s° r-s� r-s� r-s• ��-s• ,�-s• ��-s° r-s� � � i i i 4� � 8'-0' O8'-0' 8'-0' 8'-0' UNIT L � ��s UNIT J ATT1C ACCESS HATCH, UNIT L FIFTH FLOOR ONLY 7'-6' C117 C103 �,_s� �,_6. UNIT L ATT1C ACCESS HATCH, ��-6�� , . ��_6�� ( ��_6• C104 � I I � FOURTH FL(�lR ONLY �-6 � 7'-6' �� 7'-6' 7'-6" �- � O O ` 7'-6' 7'-6" 7'-6' 7'-6' � S'-0' 8'-0" 8�_�• � — — — — — I — — — — — — I — — — � — — — I — — — � — — — — 7,_6� — — — — � � �� B'-0' 8�-0" 8�-0' S'-0" 8'-0 $�-ON . O 8�-0' 8�-0� 8�-0" 8'-0" B�-0" 8�-0° , S'-0' 8'-0' 8�-0' 8'-0° 8�-0" 8'-0" \ I I I , STNR ATTIC ACCESS HATCH, � . . . STNR �-6 7-6 C19 PLAZA LEVf1 ONLY DRAWN BY ECJ C101 CHECKED BY � � � � � ( REVISIONS. No. Descnption Date ATT1C ACCESS HATCH, PLAZA LEVEL ONLY Q I I I I I I Q UNIT A � 8'-0' C120 0 � - I I I I I 0 � — — — — — — — — — — — — — — — — — — — — — — — 7_6, _ — — — — � _ �' s• r—s• 7'-6" 7'-6" ' ISSUE RECORD � I � I � 7'_6" No Descnption Date � UNIT H NIT H S�-0' C128 8'-0" � • C127 8-0 1 COORD SET. Jan 23, 2003 7�-6" 7'-6' UNIT H _ �� Z� 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 _ 7-6. UNIT G ADA 8'-0" S'-0" � 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 C126 � UNIT K � UNIT K I I � 8'-0' Ct25 8'-0" 8'-0' C124 8'-0' 4 PRICING SET Apnl 03, 2003 � , � � UNIT G 7-g �_g 8'-0' Ct22 5 PERMIT SET June 1D, 2003 7'-6" 7'-6' 7'-6' 7'-6° 8'-D" 7'-6" 7'-6' I q 7'-6' I 7'-6' �_ . I PLAZAALEVEL ONLY H� I 7'-6' 7'-6 7 6 , „ SHEET CONTENTS• 8'-0' 8'-0' 7'-6' 7'-6' e�—o• r—s• , , '-6 BUILDING 'C' g �" 8, °� 8 °' 7-6 a o• ��—s• . . , � 8—°' 8�-0. FIRST FLOOR (PLAZA LEVEL) , , i , . � � 8,_0. $'—o' � e'—�' �-6 g,_o• i , e—° � REFLECTED CEILING PLAN S-0 7-6 B-0 7'-6' 8'-0" , . , . 8'-0' 8'-0' 7-6 7'-6' 7'-6" 7-6 8�_�• 8'-0' 8'-0' 0 C 1'-0' ,��C. , ....... ATiIC ACCESS HATCH, E ��•,�',.. . � THIRD FLOOR ONLY — — — ---�— — — — --{— �'-0" — — — — — — — — — — — — �v ,..�� ATT1C ACCESS HATCH, �p�_g• r 2 �° � SECOND FLOOR ONLY evard Udeli o�v • �-2U&9 i��e, •s,�� 5��.....e�Gl��,�` .O� � � � � � � � A`� 4 /�.�t �U STAIR C123 PROJECT NO• 0210 I I I I I I I I DATE June 10, 20D3 i I I I DRAWING NO• I I I I , BUILDING 'C' FIRST FLOOR R.C.P. 2ND, 3RD, 4TH, 5TH FLRS. SIM.) . A8,4{C) SCALE• 1/8'=1'-0' . * 061D0—WOOD STUD FRAMING, 2x4, �16" 0 C ' 09204—GYPSUM BOARD, 5/8° 06100—NONCOMBUSTIBLE WOOD STUD FRAMING 06100—NONCOMBUSIIBLE WOOD STUD FRAMING, 06100—NONCOMBUS116LE WOOD STUD FRAMING, , type X" 06100—WOOD STUD FRAI�ING, „ , 3x6, (�16" 0 C 2x6, �16 0 C 2x6, �16° 0 C. 2z6, (�16 O,C 07200—BATT INSULATION, Rt9 07200—3 COAT STUCCO SYSTEM 07460—SIDING, CEMEN11Tl0US 07200—3 COAT STUCCO SYSTEM � 04200—8" CONCRETE MASONRY UNIT 0610D—EXTERIOR PLYWWOOD, 1/2" LAP R BOARD, HORIZONTAL R � ` : ' � 07100—BUILDING FELTS 07000—BUILDING PAPER 07100—BUILDING FELTS 0 D E L L A R C H I T E C T S, P.C. 07100—WATERPROOFING ARCHITECTURS PL9NNINC INTERIDR9 09200—2 LAYERS GIPSUM BOARD, 5/8" 0910D—2 LAYERS GYPSUM BOARD, 5/8" 0920D—2 LAYERS GYPSU�I BOARD, 5/8" tYPe �X� tYPe �X type �Xu �Tdephane 3036705960��Fo�m�'3036107�g�39 Cop�nght Ths document�s an instmment af sernces,and as such remoins ihe property o(the Archdecl Permissian fa use af lhis doament a fmited and cm he eztended anly by ogreement wifh Oddl Archdecis,P C � _ _ _ _ _ _ _ _ _ _ _ � _ •�� .1 I / � �5 � � '. _ _' ,+ ' _ _ _ , - r f _ _, _ , F _ _ _ +_ _ _ _ _ � �' t f r il � r �F i r � 1 � � : � �� I 1 � + �• { +I � 1 J • +I � • ' Ar �' i I 1, • � I / 11 • !' nr f 1 r 1 ! � • / � 1 � � ryF� ' `� � � i I + 1 , � � � t• a COLGHl1N � CC3M�'A�tY INC . • 5 f � „ i ry 5 ,� � �`, � Y 5 \ E � � � � 5 1 1 i y "', • •4 ` ` I , � 1 � 4 � � n � .y � � � ' .' • .4 f ` � � Y 1 �4 ~ 5 � , � 4 �` ,� 07200—BATT INSULATION, D7200—BATT INSULATION, 072IX1—BATT INSULATION, R19 R�g R19 � + ' + ` ^ ' 09200—GYPSU�I BOARD, 5/S° 09200—2 LAYERS GIPSUM BOARD, 5/8" 09200—2 LAYERS GYPSUM BOARD, 5/8" M1 07200—BATT INSULATION, type X" � R19 UL# U301 type �X�� type �X" 09200—�SU�BOARD, 5/s° _ UL# U301 UL# U301 � D6100—WOOD STUD FRAMING, UL# U910 09200 t�e XRSp YPeU�M BOARD, 5/8° o � 2z4, �16 0 C � , WAL� TYPE 20 4 HOUR RATED , WALL TYPE 19 , WALL TYPE 18 2 HOUR RATED , WALL TYPE 17 2 HOUR RATED , WALL TYPE 16 2 HOUR RATED � A9.1 SCALE• 3'=1'-0' A9.1 SCALE. 3'=1'-0' ' ' " � � � � � � A91 SCALE. 3=1-0 A91 SCALE 3=1-0 A9.1 SCALE• 3=1-0 O 06100-WOOD SlUD FRAMING, D6100-NONCOMBUSTIBLE WOOD STUD FRAMING, 2x4, �16" 0 C 2x6, �16 0 C 07200-3 COAT STUCCO SYSTEM 04200-METAL LATH 04200-METAL LATH 06100-WOOD STUD FRAMING, 07100-BUILDING FELTS 06100-CDX, 1/2" 04400-THIN VENEER STONE 04400-THIN VENEER STONE � 2x6, �16 0 C 011�0-BUILDING FELTS �� 06100-EXTERIOR SHEATHING,1/2" 06100-WOOD STUD FRAMING, � EXTERIOR 07200-3 COAT STUCCO SYSTEM ZX4. �6� Q� 00100—EXTEftI01i SHEATIIING, 1�Z° �— n�t�nn—racT iu pi arF rnNrRFr� 07100—BUILDING FELTS FOUNDA110N WALL ' 06100—EXTERIOR SHEATHING,1/2" ' � , � �'" '�"'' " — — — — — — — ' — � _ _ _ _ _ _ — — — — — — — _ _ _ — _ _ _ _ — _ _ — — — — — — — — — — � � � . ° � � � � - - - - - - - - - - - - - - - p � � o � a a c,� � .� o V , a d Q � � � � � � � �� ` t � 't� 4 �4 ' l � , a Q \�/ O � os,00—cox, ,/2" , " � . „ , . . . . � 09260—GYP BD, 5/8° TYPE X � ' 07200—BATT INSULATION � � STAIR SIDE � 09260—G1P BD, 5/8° TYPE X PAINTED _ �� UL# U356 � , WALL TYPE 15 , WALL TYPE 14 , WALL TYPE 13 , WALL TYPE 12 , WALL TYPE 11 � A91 SCALE. 3'=1'-0' A91 SCALE• 3"=1'—D° A91 SCALE: 3'=1'-0" A91 SCALE 3'=1'-0" A91 SCALE� 3"=1'-0" • �� 07460—SIDING, CEMENTITIOUS FIBER BOARD, HORIZONTAL LAP ' 07200—3 COAT STl1CC0 SYSTEM 07200—3 COAT STUCCO SYSTEM 07400—V GROOVE WOOD 07200—3 COAT STUCCO SYSTEM 07000—BUILDING PAPER 03300—CAST IN PLACE CONCRETE 03300—CAST IN PLACE CONCRETE PANEL DRAWN BY• ECJ FOUNDATION WALL FOUNDATION WALL 06100—EXTERIOR SHEATHING, t/2" 07000—BUILDING PAPER 07100—BUILDING FELTS 06100—WOOD STUD FRAMING, CHECKED BY 06100—EXTERIOR SHEATHING,1/2" 06100—EXTERIOR SHEATNING,1/2° 2z6, �16° 0 C — — — — — — — — — — — — — — — — — — — — — — REVISIONS. 4 . 4 . , _ _ _ _ _ _ _ _ _ _ _ _ _ No Description Date — — — — — — — — — — — — — — — — — — — — — � �� \ � � a a 4 a Q - - — - - - - - - - - � a a a a � a Q a Q 0 a Q a Q 0 0 ' _ � _ _ _ _ _ _ _ _ _ _ 1 1 \ �' • 7 y � 4 ' �' S 1 � r t , • � +1 k, 4 � • f ^ 1 Y 07200—3 COAT STUCCO SYSIEI� 09260—GYP BD, 5/B° TYPE X 09260—GYP. BD,, 5/8" TYPE X 09260—GYP. BD, 5/8" TYPE X ISSUE RECORD � D7200—BATT INSULATION 07200—BATT INSULATION 07200—BATT INSULATION No. Descnption Date 06100—WOOD STUD FRAMING, 061D0—WOOD STUD FRAM�NG, 2x6, �16" 0 C 2x6, �16° 0 C 1 COORD SET Jan. 23, 2003 . 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 UL# U356 UL# U356 UL# U356 3 DESIGN REVIEW SUBMITTAL Mor. 24, 2003 . , WALL TYPE 10 , WALL TYPE 9 , WALL TYPE 8 1 HOUR RATED , WALL TYPE 7 1 HOUR RATED , WALL TYPE 6 1 HOUR RATED 4 PRICING SET Apnl 03, zoo3 A91 SCALE. 3'=1'-0' A91 SCALE. 3'=1'-0' A91 SCALE. 3'=1'-0" A91 SCALE. 3'=1'-0' A91 SCALE, 3"=1'-0" 5 PERI�IT SET June 10, 2003 07200—3 COAT STUCCO SYSTEM 03300—FOUNDATION WALLONCRETE 09260—GYP BD, 5/8" TYPE X 09260—GYP BD, 5/8" TYPE X SHEET CONTENTS� 06100—WOOD STUD FRAMING, 06100—WOOD STUD FRAMING, PARTITION TYPES 2z4, @12" 0 C — ALTERNATING 2x4, @12 0 C — ALTERNATING 09260—GYP BD, 5/B" � 09260—G1P BD, 5/8° TYPE X OPPOSITE SIDES OF 2z8 PLATES OPPOSITE SIDES OF 2x6 PLATES 06100—WOOD STUD FRAMING, 06100—WOOD STUD FRAMING, 07200—FIBERGLASS SOUND ATTENUATION 07200—FIBERGLASS SOUND ATTENUATION Q 2z4, @16° 0 C 2x4, 916" 0 C BATTS, 1 1/2° �IAX THICKNESS BATTS, 1 1/2" MAX 1HICKNESS Q Q , , , , , a , � ',. , d ` ' ' ` F a . , � , , .. ` o , , ,�� . ,,.0 ry � 4 + � � y L I 4' rl� 1 ��•'...'�\� Q � O e d a Q Q e dward Odell �� . Q Q �,. �-2US9 � Q � � .•';��C.� a , , , ,, , , • ' '4 ' , „ " F�%SFD....RG,�� . � , � • , ' � A '�I 1 y� +.� •V a Q �Z° �2� . PROJECT ND• 0210 � 09260—GYP. BD, 5/B" 09260—GYP BD, 5/8" TYPE X 09260—GYP, BD, 5/8" TYPE X 09260—GYP BD, 5/8" T1PE X DATE June 10, 2003 . ,, ,� ; DRAWING NO.: = NONRATED UL U305 UL U340 UL U340 09260—GYP BD, 5/8" � � � 07200—BATT INSULATION TYPE 4A PARTIAL HEIGHT PART1TlON 06100—WOOa STUD FRAMING; 2x4, �16" 0 C , WALL TYPE 5 , WALL TYPE 4 , WALL TYPE 3 , WALL TYPE 2 , WALL TYPE 1 1 HOUR RATED ' A9,1 SCALE 3'=1'-0' A9.1 SCALE 3'=1'-0° A9,1 SCALE 3'=1'-0" A91 SCALE 3'=1'-0' A9.1 SCALE 3'=1'-0" ` � � / % EXTERIOR FlNISH S1llCC0, STONE OR SIDING 09200-2 LAYERS GYP BD, 5/8° TYPE X • 07100-BUILDING fELTS - � + f r + � � , 09210-3-COAT STUCCO SYSTEM � • � • EXTERIOR 0920D-4 LAYERS GYP BD, 5/8" TYPE X 09200-4 LAYERS GYP BD; 5/8" TYPE X 09200-4 LAYERS GYP BD, 5/S° TYPE X 09200-4 LAYERS GYP BD; 5/8" TYPE X ., a . , r , � � • �,. ., � ., . . � . , , � �6100-WOOD STUD FRAMING, 06100-WOOD STUD FRAMING, 06100-WOOD STl1D FRAMING, O610D-�O6 D�56UD�CRAMING, 0 D E L L A R C H I T E C T S, P.C. ARCHITECTURE PL9NNINC INTER10R9 2Xs, ��s" o c 2xs, �ts o c INTERIOR zXs, ��s o c INTERIOR 32065 Custle Court,��te,�, Evergreai,Cdarodo 8U439 INTERIOR Tdephane 3036705980 Faaimle 303670.1162 Copynght Ths dceument is an mstrument of sernces,and as such remoins , ihe praperty of the Archded Permrssim(a use of lhis documenl�s fmled _ _ — _ _ _ _ _ = t � , , , , M1 �� ' and cm he eztended only by agreement with Oddl Architects,P C - _ _ - ,r + , , ' ^` y • � , L r ' s f 1 5 f , , t . •. t ' ` ` •! ' .`, ,.i .w � . 5 � ,,� , , �' f ` Yry ,� 1' t � � � , + tiY , � �+ , ,' � y� . � . , � , � � �. . � t` � ' � ° . , . t ' � '�� t .� L � � . 1 t . r . ,! t .t ; . . t, , i > r , `� " i � y . , � � � � Y ' ^ �I � �y 1 � / ., '` '� 5 1 t '` � •M' /, � � ~ 1 ,� M 09200-2 LAYERS GYP BD, 5/8 TYPE X COliGHL.IN &COMPA:VY INC. ` ALLOW 2 LAYERS TO RUN PAST , , INTERIOR ASSEMBLY . , , . , ., . � ; � . � �,, • � ,5' � •' ' , ' ' ' ' ' �'� �' '' ,�' • 09200-GYP BD, 5/8" TYPE X — — — / / ,' 07200-BATT INSULAlION, Rt9 . . �f 1 1 4 ,w 06100-S�AGGA ED ONA2x6G�PLATE INTERIOR 07200-SOUND BATT INSULATION EXTERIOR 07200-SOUND BATT INSULATION EXTERIOR 07200-SOUND BATT INSULATION 7 09200-i LAYER GYP BD, 5/8" TYPE X 09200-1 LAYER G1P BD, 5/8° TYPE X 09200-1 LAYER GYP BD, 5/8" TYPE X 07100-BUILDIN6 FELTS 07000-BUILDING PAPER INTERIOR 07200-SOUND BATT INSULATION � 09210-3-COAT STUCCO SYSTEM 07460-SIDING, CEMENT1Tl0US 09200-t LAYER GYP BD, 5/8" TYPE X � LAP R BOAR�, HORIZONTAL o � 3� WALL TYPE 37 2 HOUR RATED 36 WALL TYPE 36 2 HOUR RATED � DETAIL @ 2HOUR 1 HOUR INTERSECTION 39 WALL TYPE 39 2 HOUR RATED 38 WALL TYPE 38 2 HOUR RATED � SCALE: 1"=1'-0" A9,2 SCALE: 3'=1'-0' A9 2 SCALE: 3'=1'-0' A9 2 SCALE: 3'=1'-0' A9.2 SCALE• 3"=1'-0" O 04400-THIN VENEER STONE �9210-3-COAT STUCCO SYSTE�1 09210-3-COAT STUCCO SYSTE�I 04200-METAL LA1H � 07100-BUILDNG FELTS �4200-�IETAL LATH 04200-I�ETAL LA1H EXTERIOR 04400-1HIN VENEER STONE 07100-BUILDNG FELTS 07100-BUILDNG FELTS �� 09200-2 LAYERS GYP BD, 5/8° TYPE X 09200-4 LAYtRS 611' �U, 5/� i rrt x 0�200—A�ETAL LATI-I 09200-2 LAYERS GYP BD, 5/8° TYPE X 09200-1 LAYER GYP BD; 5/8° TYPE X n " 00100—Y�OOD 3ND FRAMING, 06100-WOOD STUD FRAMING, 07100-BUILDNG FELTS 2x6, �16" 0 C O610D-WOOD STl1D FRAMING, 06100-WOOD STUD FRAMING, 2z6, �16 0 C 2x6, �16 0 C � � 2x6, �16 0 C 09200-1 LAYER GYP BD, 5/8 TYPE X � � � ""� � INTERIOR � •—' � � - �6100-WOOD STUD F/�RAMING, — — — — — — — — — — — — — _ _ — — _ _ _ _ _ _ _ " 2K6� ��6 Q li � ' � � r I � r a � f � r • <, r • _ _ _ - - _ - _ _ _` - _ - � � � �! - J �� + � , 1 I , +4 't * • �� O � � ^ '� � . •� r �, i �. + + , + , + + '�+ �� O :s � j ' �n t, ' n r . • . ' � - - - - - - - - - - - - � � �r �' 2` • ' ' 1,. ' 1 � . 1 ' fA, 1 J ' 1 � � 1 I�' t r � 1 � ' � � O N 5 f' �. � � •� � L� 5'. L O � � � � � •� ` O � , . , . , - . r . . _ n�� — — A � f ♦ 4 f '� - - _ _ _ _ _ _ _ - � � � ' S 4 •4 y ry , • .` 1 • r4 � 1 V 5 ' , ' , ` ` � �y f . ` ' a - - _ _ _ _ _ _ _ _ _ _ _ - � �. � �� ,� ` i y 1 �� 5 S f � •~, ' , ' , 5 � +` ♦1' 09200-2 LAYERS GYP 8D, 5/8° TYPE X 09200-1 LAYER GYP BD, 5/8" TYPE X � 09210-3-COAT STUCCO SYSTEM � INTERIOR 07200-SOUND BATT INSULATION INTERIOR 0720U-BATT INSULATION, R19 09200-2 LAYERS GYP BD, 5/8" TYPE X 09210-3-COAT STUCCO SYSTEM 09200-1 LAYER GYP BD, 5/8° TYPE X 09200-1 LAYER GYP BD, 5/8 TYPE X 04400-THIN VENEER STONE � UL# U356 UL# U301 UL# U301 UL# U356 �� WALL TYPE 35 2 HOUR RATED , WALL TYPE 34 1 HOUR RATED ,3 WALL TYPE 33 2 HOUR ,� WALL TYPE 32 2 HOUR „ WALL TYPE 31 1 HOUR � A9 2 SCALE 3'=1'-0' A9 2 SCALE• 3'=1'-0' A9 2 SCALE• 1"=1'-0" A9 2 SCALE 1"=1'-0" A9 2 SCALE• 1"=1'-0" • �� . - 03400-PRECAST CONCRETE, 8" THICK 04400-THIN VENEER STONE, EACH SIDE 4 HOUR RATED • 04200-METAL LA1H, EACH SIDE , 04400-THIN VENEER 5 D3400-PRECAST CONCRETE, 12' THICK 07100-BUIL�NG FELTS 4 HOUR RATED 04200-METAL LATH � 09200-GYP BD, 5/8" TYPE X, EACH SIDE 03400-PRECAST CONCRETE, 8" THICK 03400-PRECAST CONCRETE, 12" THICK DRAWN BY: ECJ 06100-WOOD STUD FRAMING, 4 HOUR RATED 4 NOUR RATED i 2x8, �16" 0 C ON BIIILDINGS A& B 2x10 � 16" OC ON BUILDING C CHECKED BY ° a a � a — — — — — — — — — — — — — � Q ' REVISIONS. � � � • ' � " �` 4 - - - - - - - - - - - - n Q , No. Description Date d Q Q Q � Q 4 d 4 a ° a '� a � a � ° a � 0 � a ° � a a J Q � ° ° a � Q ° ° Q 0 � Q 0 , , , . , ° a ° Q a � - e � m o � � ,ey v � e `� e � m � I Q � � , ,� Q f � � � . � � � a � • - a i ISSl1E RECORD • v • � • � 5 • 4 1 • No Descnption Date 07200-BATT INSULATION, R19 1 CAORD SET. J� 73, 09200-GYP BD, 5/8° T1PE X UL� U356 2 DESIGN REVIEW SUBMITTAL feb 10, � - � o�5i�n rtev�err su�Mirrn� �n��. 2�, 2003 � TED 9 WALL TYPE 29 1 HOUR RATED 8 WALL TYPE 28 4 HOUR RATED � WALL TYPE 27 4 HOUR RATED 6 WALL TYPE 26 4 HOUR RAT 4 PRICING SET April 03, zoa3 . ,o WALL TYPE 30 3 HOUR RA A9 2 SCALE 3"=1'-0' A9 2 SCALE. 3'=1'-0' A9 2 SCALE 3'=1'-0" A9 2 SCALE. 3'=1'-0" A9 2 SCALE. 3"=1'-0" 5 PER�IIT SET June 10, 2003 04400-THIN VENEER STONE 04400-THIN VENEER STONE 07200-3 COAT STUCCO SYSTEM 07200-3 COAT STUCCO SYSTEM 04200-METAL LA1H SHEET CONTENTS• 04200-METAL LATH 03400-4RHOURT ATEDRETE, 8" THICK EXTERIOR 07100-BUILDNG FELTS 09200-2 LAYERS GYP BD, 5/8" TYPE X P AR TI TI ON TYP ES 03400-PRECAST CONCRETE, 8" THICK 03400-PRECAST CONCRETE, 12" THICK 4 HOUR RATED 4 HOUR RATED 03300-8" CAST-iN-PLACE CONCRETE 06100-WOOD STUD FRAMING, 4 HOUR RATED 2x6, (�16° 0 C r • a � . �. . .�� r i ' � � 1 1 ,.. • h `' � 1 1 . • � � � � � � � � � � � � a - - - - a - - - - - - - - - - - � ' � ,�� F O( � 4 Q �• ,a ; o � a Gt �• dward Odell :.� � Q d a � d ��:. �-2U�9 �:� d J ° ° � ° ' a ' Q a ° a a 4 . � . ��h��°�,os eo\��V Q Q a Q Q a , , y -� °°• .....e••°,a d Q Q Q , ry , •, •� ,. , S�D PR�. 1 �`�j Q Q ~ � �1 Q , . � ' Q INTERIOR 07200-BATT INSULATION, R19 a � 09200-2 LAYERS GYP BD, 5/8" TYPE X PROJECT N0: 0210 d Q Q DAlE June 10, 2003 4 Q DRAWING NO.: � UL# U301 5 WALL TYPE 25 4 HOUR RATED 4 WALL TYPE 24 4 HOUR RATED 3 WALL TYPE 23 4 HOUR RATED z WALL TYPE 22 4 HOUR RATED , WALL TYPE 21 2 HOUR RATED • A9 2 SCALE 3'=1'-0' A9.2 SCALE 3°=1'-0° A9 2 SCALE 3'=1'-0" A9 2 SCALE: 3'=1'-0' A9 2 SCALE 3"=1'-0" �, � ' � �� . , - - - - - - -- -- \ � � � � � WINDOW FRAME TYPES ��4� = ��-�� WINDOW SCHEDULE " Type Width z Height Thickness Vlrndow Type Frame Type Jamb Detal Ref Head Detail Ref Shc Deta1 Ref Remarks ' A1 4'-0° z 4�-10" 1� SINGLE HUNG VINYL 13/A9.11, 14/A9.11 13/A911, 14/A9.11 _ 3/A911, 4/A9.11 �IEETS EGRESS REQUIRE�IENTS _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 D E L L A R C H I T E C T S, P.C. — — �e —�—�—— —e — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — —— — — — — — — — — — ARCHITECTURE PL9NNINC INTER10R9 A1R 4-0 x 4-10 1 SINGLE HUNG VINYL 11/A911, 12/A911 11/A911, 12/A911 1/A911, 2/A911 RECESSED FRAME DETAIL, �IEETS EGRESS REQUIREI�ENTS , s , „ , — — — — — — — — — — — — — — 32065 Castle Caurt,Smte 150, Evergreen,Cdarodo 80439 A1S 4-0 x 4-10 1 SINGLE HUNG VINYL 13�A911, 14�A911 13�A911, 14�A911 _ 3�A911, 4�A911 WOOD SHUTTERS, MEETS EGRESS REQUIRE�IENTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Tde�honc 3o3s�o5sao FaaimB� 3o�5�ors2 — — — — — — — — — — — — — — — — — — — — —— — — — — — — A1RS 4�-0" x 4�-10" 1' SINGLE HUNG VINYL 11�A9.11. 12�A911 11�A9.11, 12�A9.11 1�A9,11, 2�A911 RECESSED FRAWIE DEfAIL & VYQOD SHUTTERS, �IEETS EGRESS REQUIRE�IENTS eop�qht Th�s daument�s an nstrument of sernces,ond as such remams A2 4�-0° X 4�-10" 1' SINGLE HUNG VINYL 13�A9.11, 14�A9.11 13�A911, 14�A9.11 3�A911, 4�A9.11 �IEETS EGRESS REQUIREI�IENTS _ _ _ _ _ _ _ _ _ _ _ _ t�e pro�rty of the Ard��te�1 Permissim fa use af lhis daument�s fmited — — — — — — — — — - - — — - - — — — — — — - - — — — — — — - - — — - - — — - - - — - - — — - - — — -- — — - - — — - - — — - - - — - - - — — — — — - - — — - - — — — andcmheactendedmlybyagrcementwithOddlArchdecis,PC A2R 4'-0' x 4�-10" 1° SINGLE HUNG VINYL 11/A911, 12/A911 11/A911, 12/A911 1/A911, 2/A911 RECESSED FRA�IE DETAIL �EETS EGRESS REQUIREI�ENTS A3 4'-0° x 4'-10" 1° SINGLE HUNG VINYL 1�A911, 14/A911 13/A911, 14/A911 _ B/A911, 9/A911 �IEETS EGRESS REQUIRE�IENTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A3R 4'-0" x 4'-10" 1" SIN('LE HUNG VINYL 11/A9.11, 12/A9.11 11/A9.11, 12/A911 6/A9.11, 7/A911 RECESSED FRAME DETAIL, �IEETS EGRESS REQUIRE�IENTS A3S 4�-0° x 4�-1�" 1" SINGLE HUNG VINl1 _ 13/A911, 14/A9.11 13/A911, 14/A9.11 _ 8/A9.11, 9/A9.11 WOOD SHUTTERS, �1EETS EGRESS REQUIREI�ENTS _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TYPE A1 TYPE A1 S TYPE A2 TYPE A3 TYPE A3S TYPE A4 A3RS 4'-0° z 4'-10" 1' SIN('LE HUNG VINYL 11/A9,11, 12/A9.11 11/A911, 12/A911 6/A911, 7/A911 RECESSED FRAME & WOOD SHUTTERS, �IEETS EGRESS REQUIRFJ�,IENTS A4 4�-0° x 4�-10' 1° SINGLE HUNG VINYL 13/A911, 14/A911 13/A911, 14/A911 _ B/A911, 9/A911 I�EETS EGRESS REQUIREI�ENTS TYPE A1R TYPE A1RS TYPE A2R TYPE A3R TYPE A3RS TYPE A4R A4R 4�-0� x 4�-10" 1� SINGLE HUNG VINYL 11/A9.11, 12/A9.11 11/A9.11, 12/A9.11 6/A9.11, 7/A911 RECESSED FRAI�E DETAIL, I�EFTS EGRESS REQUIREMENTS A5 4�-0° x 4�-10" 1" SINGLE HUNG VINYL 6/A912, 7/A9.12 6/A912, 7/A9.12 1/A912, 2/A9.12 I�EETS EGRESS REQUIREI�ENTS A6 4'-0° z4'-10" 1' 9N(�.EHUNG VINYL 6/A912, 7/A912 6/A912, 7/A912 1/A912, 2/A912 �IEETSEGRESSREQUIREIuIENTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYPE A10 �E GOI;GHLIN &COMPA'.VY INC. A7 4�-0° x 4�-10' _ 1° SINGLE HUNG VINYL 13/A911 & 18/A911 13/A911 _ _ _ 3/A911_ _ �IEETS EGRESS REQUIREIutt�VTS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CONTD 14/A9.11 & 19/A911 14/A9.11 4/A9.11 MEETS EGRESS REQUIRE�IENTS A7R 4�-0° x 4�-10" 1° SINGLE HUNG VINYL _ 11/A911 & 16/A9.11 11/A911 _ _ _ 1/A9.11 _ _ RECESSED FRAME DETAIL, �IEETS EGRESS REQUIREMENTS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CONT'D 12/A911 & 17/A911 12/A911 2/A911 A8 _ 4�-0° x 4'-10"__ 1°_ SINGLE HUNG VINYL _ 13/A9 3 & 18/A9 3 13/A911 _ _ _ 8/A911_ _ MEETS EGRESS REQUIRE�IENTS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CONTD 14/A9.3 & 19/A9 3 14/A9.11 9/A9.11 ASR 4�-0° x 4�-10" 1° SINGLE HUNG VINYL 11/A911 & 16/A9.11 11/A911 6/A9.11 RECESSED FRAI�E DETAIL, �IEETS EGRESS REQUIREMENTS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CONT'D — — — — — — — — — — — — — — 12/A911 & 17/A911 12/A911 — — — 7/A911 y�n A9 4'-0° x 4�-10" 1° SINGLE HUNG VINYL 6/A912 & 11/A912 6/A912 _ _ _ 1/A912_ _ I�EETS EGRESS REQUIRE�IENTS �■�� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CONrD — — — — — — — — — — — — — — 7/A9.12 & 12/A912 7/A9.12 2/A9.12 � A10 4�-0° x 4�-10" 1° SINGLE HUNG VINYL 10/A9.11_ _ _ 10/A9.11 _ _ _ 5/A9.11_ _ �IEETS EGRESS REQUIREIulENTS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � A11 4�—D' x 4'-10" 1° SINGLE HUNG VINYL 10/A911 10/A911 5/A911 �IEETS EGRESS REQUIRE�IENTS � Bt 2'-6° x 5�-0° 1° CASE�IENT VINYL 13/A9.11, 14/A911 13/A911, 14/A911 _ 3/A911, 4/A911 I�EETS EGRESS REQUIREI�ENTS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 61R 2'-6' x 5�-0' 1� CASEI�ENT VINYL 11/A9,11, 12/A911 11/A9.11, 12/A911 1/A911, 2/A9.11 RECESSED FRAME OETNL, I�fFTS EGRESS REQUIREMENTS � 62 2'-6° x 5'—D" 1° CASE�IENT VINYL 13/A9.11, 14/A911 13/A9.11, 14/A911 3/A9.11, 4/A911 �IEETS EGRESS REQUIREbiENTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - O B2R 2'-6' x 5'-0" 1° CASE�IENT VINYL 11/A911, 12/A911 11/A911, 12/A911 1/A911, 2/A911 RECESSED FRA�IE DETAIL, �IEFTS EGRESS REQUIRE�IENTS 63 2�-6° x 5�-0° 1° CASE�IENT VINYL _ 13/A9_11, 14/A911 13/A911, 14/A911 _ 8/A911, 9/A911 I�EETS EGRESS REQUIRE�IENTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — —— — — —— — — —— — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — TYPE A8 TYPE A9 83R 2'-6' x 5�—D' 1� CASEI�ENT VINYL 11/A911, 12/A9.12 11/A911, 12/A911 6/A911, 7/A9.11 RECESSED FRAME DETAIL, I�EETS EGRESS REQUIREMENTS TYPE A5 TYPE A6 TYPE A7 B4 2�-6° x 5�-0" 1° CASE�IENT VINYL 13/A9.11, 14/A9.11 13/A911, 14/A911 _ 8/A911, 9/A9.11 I�EETS EGRESS REQUIREbiENTS_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TYPE A8R 84R 2'-6' x 5'-0' 1' CASE�IENT VINYL 11/A911, 12/A912 11/A911, 12/A911 6/A911, 7/A911 RECESSED FRAI�E DETAIL, I�EETS EGRESS RE4UIRE�IENTS TYPE A7R 65 _ 2�-6° x 5�-0° _ _ 1'_ CASEI�ENT VINYL _ 6/A912, 7/A912 6/A912, 7/A912 _ 1 A912, 2/A912 I�EETS EGRESS REQUIREIuIENTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B6 2'-6+ x 5'-0' 1' CASE�IENT VINYL 6/A9.12, 7/A9.12 6/A912, 7/A9.12 1/A9,12, 2/A912 �IEETS EGRESS REQUIRE�IENTS TYPE A11 C1 2�-0° x 2�-0" 1° AWNING VINYL 13/A911, 14/A9.11 13/A911, 14/A9.11 3/A911, 4/A9.11 - - _ �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C1R 2'-0° x 2'-0° 1' AWNING VINYL 11/A911, 12/A911 11/A911, 12/A911 1/A911, 2/A911 RECESSED FRAtiIE DETAIL � C2 _ 2�-0° x 2'-0° __ 1° AWNING VINYL 13/A9.11, 14/A911 13/A911, 14 A911 8 A911, 9 A911 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — � � � � C2R 2�-0� x 2'—D° 1' AWNING VINYL 11/A9.11, 12/A911 11/A9.11, 12/A911 6/A9.11, 7/A911 RECESSED FRAME DETAIL _ � � C3 2�-0° x 2'—D° _ 1° AWNING VINYL 6/A9.12, 7/A912 6/A9.12,7/A912 _ 1/A9.12, 2/A912 — — — — — — — — — — — — — — — — — — — - - - - - - - - - - � .� � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - . C4 2'-0° z 2�-0° — 1° AWNING VINYL 10/A911 10/A911 5/A911 D1 2�-0° x 2'-0� _ AWNING ALUI� CLAD _ _ _ _ _ _ _ _ _ 5/4x4° SILL - - - - - - - - - -- - - - - - - - - - - - - - - - � p'' � cc� - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " D2 2�-0' x 2'-0' AWNING ALUM. CLAD 5/4x4" SILL O � � O D3 2�-0' x 2�-0° AWNING ALUM CLAD _ _ _ _ _ _ _ _ _ 5/4z4° SILL � — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � .--� E1 2�-6° x 6'-0° DOUBLE HUNG ALU�I CLAD 5/4x8° SILL �� O E2 2�-6° x 5�-0° DOUBLE HUNG ALU�I CLAD 5/4x8' HEAD � '�'� � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � '� E3 2-2'-6" x 5-0" �IULLED DOUBLE HUNG ALUi�. CLAD 5/4x8� HEAD � � � F1 5'-0° x5�—D" _ FlXED ALUI�. CLAD - - - - - - - - - 5/4x8' HEAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � �' •� F2 4'-0° x 4�-0" FlXED ALU�I CLAD 5/4x8' HEAD G1 4'-0° x4'-0° FlXED HOLLOWNETAL 3/4HOURRATEDGLAZING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � G2 4�-0' x P�-6� FlXED HOLLOW NETAL 3/4 HR RAIED GLAZING A � H 3�-0° x 6'-8° INS NTL DOOR WOOD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J1 3�-0° x 4'-0° 1° CASE�IENT VINYL 13/A9.11, 14/A911 13/A911, 14/A911 3/A911, 4/A911 �IEETS EGRESS REQUIRE�IENTS TYPE B1 TYPE B2 TYPE B3 TYPE B4 TYPE B5 TYPE B6 J1R 3'-0° x 4�-0° 1° CASE�IENT VINYL _ 11/A911, 12/A911 11/A911, 12/A911 _ 1/A911, 2/A911 RECESSED FRAME DETAIL, �IEETS EGRESS REQUIREMENTS _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - 4� J2 3'-0' x 4�-0� 1" CASEI�ENT VINYL 13/A9.11, 14/A911 13/A9.11, 14/A9.11 3/A911, 4/A911 �IEETS EGRESS REQUIRE�IENTS TYPE B1 R TYPE B2R TYPE B3R TYPE B4R J2R 3�-0° x 4�-0° 1° CASEI�ENT VINYL _ 11/A911, 12/A9.11 11/A911, 12/A9,11 _ 1/A911, 2/A911 RECESSED FRAME DETAIL, �IEETS EGRE55 REQUIREMENTS _ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J3 3'-0° x 4�-0° 1° CASEI�ENT VINYL 10/A911 1D/A911 5/A911 �IEETS EGRESS REQUIRE�IENTS J4 3�-0° x 4'-0° 1° CASE�IENT VINYL _ 13/A911, 14/A911 13/A911, 14/A911 _ 8/A911 9/A911 �IEETS EGRESS REQUIRE�IENTS � — — — — — — — — — — — — — — — — — — — — — — — — — — — — J4R 3�—D� x 4�-0� 1" CASE�IENT VINYL 11/A9.11, 11/A911 11/A9.11, 12/A911 6/A9.11, 7/A9.11 RECESSED FRAIuIE DETNL, I�EETS EGRESS REQUIREMENTS J5 3'-0° x 4�—D� 1° CASE�IENT VINYL 13/A9.11, 14/A911 13/A9.11, 14/A911 _ 8/A9.11. 9/A9.11 �IEETS EGRESS REQUIREIuIIENTS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J5R 3'-0' x 4�-0° 1" CASE�IENT VINYL 11/A911, 11/A911 11/A911, 12/A911 6/A911, 7/A911 RECESSED FRAME DETAIL, �IEETS EGRESS REQUIRE�IENTS � J6 3�-0° x 4'-0° 1° CASE�IENT VINYL 10/A9.11_ _ _ 10/A911 _ _ _ 5/A911_ _ I�EETS EGRESS REQUIRE�IENTS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� J75 3�-0" x 4�-0' 1' CASE�IENT VINYL 13/A9.11, 12/A911 13/A9.11, 14/A9.11 3/A9.11, 4/A911 �IEETS EGRESS REQUIREI�ENTS � J7RS 3'-0° x 4�-0" 1" CASE�IENT VINYL 12/A9.11, 13/A911 12/A9.11, 13/A91 _ 1/A9,1, 1/A9.11 RECESSED FRAME DETAIL, �IEETS EGRESS REQUIREMENTS _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J8S 3'-0° z 4�-0° 1" CASEI�ENT VINYL 10/A9.11 1D/A911 5/A911 �IEETS EGRESS REQUIRE�IENTS � �S 3'-0° x 4�-0° 1° CASE�IENT VINYL 13/A911, 14/A911 13/A911, 14/A911 _ 8/A911, 9/A911 �IEETS EGRESS REQUIREI�ENTS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J9RS 3�-0' x 4�—D� 1� CASEI�ENT VINYL 11/A911, 12/A9.11 11/A911, 12/A9.11 7/A911, 8/A9.11 RECESSED FRAME DETAIL, �IEETS EGRE55 REQUIRE�IENTS • �� = NOTES WINDOW LEGEND �� TYPE C1 TYPE C2 TYPE C3 TYPE D1 � R TYPE C2R TYPE DZ 2. S E EI EVATIONS OR WIND W�LO AiIONS, WINDOW PIR POR110NSRLOCATION OF OPER BL1E WINDOWS�ETCD NO A ODIZED � ��PERm GLAZING TYPE C1 TYPE C4 3 ALL OPERABLE WINDOWS ARE TO HAVE SCREENS. H�I HOLLOW�fETAL DRAWN BY: TYPE D3 4 WINDOWS TO BE LOW "E" DOUBLE PANE, THER�IALLY INSULAiED, HIGH AL111UDE WINDOWS. P PAINTED TYPE E1 TYPE E3 5 5EE ELEVATIONS FOR WINDOW�IULLION PATfERNS AND LOCATIONS ST STNNED CHECKED BY 6 EGRESS WINDOWS MUST �IEET �IINI�IUI� REQUIREI�ENT OF 5 7 SQ FT CLEAR SPACE PER UBC TEI�P TEI�PERm TYPE E2 7 ALL GLAZING IN RATED CORRIDORS TO BE 3/4 HOUR GLASS WD WOOD ' REVISIONS. TYPE E4 No Description Date 0 0 0 0 0 0 ISSUE REC(N�D TYPE F1 TYPE F2 TYPE G1 TYPE G2 No. Descnption Date 1 COORD SET Jan. 23, 2003 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 4 PRICING SET April 03, 2003 5 PERI�IT SET June 10, 2003 SHEET CONTENTS. WINDOW SCHEDULE WINDOW TYPES � TYPE J1 TYPE J2 TYPE J4 TYPE J5 TYPE J7S TYPE J9S . TYPE J1R TYPE J2R TYPE J4R TYPE J5R TYPE J7RS TYPE J9RS TYPE J3 TYPE J8S Q.•••• � c� TYP E J6 � ...••• J om i o �' dell ?� �� -2U&9 : r�� F�L�''•• . .. •°'�4� SF�• ARG� ( . �� t PROJECT NO.. 0210 DATE June 10, 2003 ' DRAWING NO.: � , � � � ,i � � � J � DOOR SCHEDULE DOOR SCHEDULE CONT'D � No. Nfidth x Height Room Name Type HDWR ' Fire Rating Const. Glass Fin Thick FrC FrF frT Jamb Head Threshold Remarks No. wdth x Height Room Name Type HDWR ' Fre Rating Const Glass Fin. Thick FrC FrF FrT Jamb Head Threshdd Remarks ODELL ARCHITECTS, P.C. BUILDING �A� BUILDING �C� CCO�ItI�U�, ARCHITECTURE PL9NNINC INTERIOR9 3Z065 Castle Court,Sude 150, Evergreen,Cdorado 80439 Tdephane 3036705980 FaaimBe 3036107162 A101 3�-0' x 6'-8� B — — HM — P — HM P 1 — — — — C101 3�-0� x 6�-8' — A 20 MIN HM P — HM P � — — — — Cop�nghL Ths docummt is an uistrument of sernces,ond as such remoins A103 3�-0� X 6�-8� — C — — H�I — P — HM P 1 — — — — C102 3�-0° X 6�-8� — B — — HM — P — HM P 1 — — — — t�o Pro�rty ot the 1�dide�t Permrssim(a use of 1Ms doamenl�s I'mited � � � and cm he ezlended mly by agreernent with Oddl Architais,P G A104 3�-0� x 6�-8' C — — HM — P — HM P 1 — — — — C103 3-0 x 6-8 — B — 90 �IIN HM — P — HI� P 1 — — — — A105 3�—D� x 6�-8' — C — — HM — P — HM P 1 — — — — C1D4 3�-0° x 6'-8° — 8 — 90 �IIN HM — P — HM P 1 — — — — A106 3'—D' x 6'-8' C — — HM — P — HM P 1 — — — — C105 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — A107 3�-0' z 6�-8' — A — 20 MIN HM — P — HM P 1 — — — — C106 3�-0` x 6�-8� — B — — HM — P — HM P 1 — — — — A108 4'-0' x 6'-8' — A — 20 MIN H�I — P — HI� P 1 — — — — C107 3'-0' x 6'—B" — B — — HM — P — HM P 1 — — — — A109 4�-0" x 6'-8' — D — — H�I — P — HM P 1 — — — — C106 3�-0° x 6'-8' — B — HM — P — HM P 1 — — — — A110 4'-0' x 6'-8' C — — HM — P — HM P 1 — — — — C109 3'-0' x 6'-8' — B — HM — P — HM P 1 — — — — A111 3'-0' X 6�-8' — A — — WD — ST — WQ ST 3 — — — — C110 3'-0° x 6'-8' — B — — HI� — P — HM P 1 — — — — A112A 3�-0' x 6'-8� — D — — HM — P — HM P 1 — — — — Ct11 3�-0� x 6�-8' — B — — HM — P — HM P 1 — — — — At126 3�-0' x 6�-8� — D — — NN — ST — WD 5T 3 — — — — Ct12 3�-0° x 6�-8° — 8 — — HM — P — H�I P 1 — — — — CO�GHLIN &.COMPA�tY �NC. A113 3'-0' x 6'-8' — C — — WD — ST — WD ST 3 — — — — C115 3'-0' x 6'-8' — 8 — HM P — HM P 1 — — — C116 3'-0' z 6'-8' — B — 90 �IIN HM — P — HM P 1 — — — — A201 3'-0� x 6�-8� — B — — HM — P — HI� P 1 — — — — C117 3'-0' x 6'-8' — 8 — 90 �IIN HM — P — HM P 1 — — — — A203 3�-0" x 6�-8' — C — — H�I — P — HM P 1 — — — — CitBA 3�-0' x 6'-8' — B — HM — P — HM, P 1 — — — — A204 3'-0' x 6'-8' — C — — H�I — P — HM P 1 — — — — C118B 3'-0' x 6'—B' — D — — INSUL �ITL — P — HM P 1 — — — — , A205 3�-0' x 6�-8� — C — — HM — P — HM P 1 — — — — C120A 3'-0° z 6�-8� — B — — HM — P — HM P 1 — — — A206 3�-0' x 6'-8� — C — — H�I — P — HM P 1 — — — — C1208 3'-0' x 6'-8' — D — — INSUL I�TL — P — HI� P 1 — — — � A207A 3�-0'° x 6�-8° — E — 20 MIN HI� — P — HM P 1 — — — — Ct21 3'-0° x 6'-8° — 8 — — HM — P — HM P 1 — — — — A207B 3'-0' x 6'-8' — E — 20 MIN Hh� — P — HM P 1 — — — — C122 3'-0' x 6'-8' — 8 — — HM — P — HM P 1 — — — — � A208 3'-0� x 6'-8' — B — — HM — P — HM P 1 — — — — C124 3�-0" x 6�-8� — 8 — — HM — P — HM P 1 — — — — � C125A 3�-0' x 6'-8� — B — — HM — P — HM P 1 — — — — ° A301A 3'—D' x 6'-8' — B — — HM — P — HM P 1 — — — — C1256 3'-0' x 6'-8° — D — — INSUL �ITL — P — HM P 1 — — — — Vl _ A301B 3'-0' x 6'-8' — B — — HM — P — HM P t — — — — C126 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — � A301C 3'—D� x 6'-8� — D — — INSUL MTL — P — HM P 1 — — — — C127 3�-0� x 6�-8� — B — — HM — P — HM P 1 — — — — A303 3�—D' x 6�-8� — C — — HM — P Hi� P 1 — — — — Ct26 3�-0� x 6�-8' — B — — HI� — P — HM P 1 — — — — O A304 3�-0" x 6'-8� — C — — HI� — P — HN P 1 — — — — A305 3'-0' x 6'-8' — C — — H�I — P — HM P 1 — — — — C201 3'-0' x 6'-8' — A — 20 �IIN HI� P H�I P 1 — — — — A306 3'-0' x 6'-8' — C — — HM — P — HM P 1 — — — — C202 3'-0° x 6'-8' — B — — HM — P — HM P 1 — — — — A307 3�-0' x 6�-8� — A — 20 MIN HM — P — HI� P 1 — — — — C203 3�-0' x 6�-8' — 8 — 90 I�IN HM — P — HM P 1 — — — — A308 3'-0' x 6�-8� — B — — HM — P — HI� P 1 — — — — C204 3�—D" x 6�-8' — 8 — 90 I�IN HM — P — HM P 1 — — — — � A309 3'-0' x 6'-8' — B — — HM — P — HI� P 1 — — — — C205 3'-0' x 6'-8' — B — — HI� — P — HM P 1 — — — — A310 3'-0' x 6'-8' — C — — HM — P — HI� P 1 — — — — C206 3'-0° x 6'-8' — 8 — — HM — P — HM P 1 — — — — �� A311A 3�-0' x 6�-8� — A — — HM — P — HM P t — — — — C2D7 3'-0' x 6'-8� — B — — HM — P — HM P 1 — — — — � _ A3118 3'—D' x 6'-8' — A — — HM — P — HM P t — — — — C208 3'-0' x 6'-8° — B — — HM — P — HM P 1 — — — — � A312 PR 3'-6' x 6'-8' — A — — HM — P — H�I P 2 — — — — C209 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — ` A313 PR) 4'-0° x 6'-4' — L — — �IETAL — P — NA NA NA — — — — C210 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — � � = A314 (PR) 4'-0' x 6'-4� — L — — �IETAL — P — NA NA NA — — — — C211 3�-0� x 6�-8' = B = — HM — P HM P 1 — — — — � .--� � � „ A315 PR) 4'-0° x 6�-4' — L — — I�ETAL — P — NA NA NA — — — — C212 3�-0" x 6�-8' B — HM — P — HM P 1 — — — — � � � � A316 3'-4' x 6'-4' — L — — I�ETAL — P — NA NA NA — — — — C215 3'-0' x 6'-8' — B — — HM P — HM P 1 — — — — .F..a � �..,i C21fi 3�-0" x 6'-8� — B — 90 MIN HM — P — HM P 1 — — — — O � � O C218 3�-0� x 6�-8' — B — — HM — P — HM P 1 — — — — �� BUILDING �B� C219A 3�-0" x 6�-8' — B — — HM — P — HM P 1 — — — — � C219B 3'-0' x 6'-8' — D — — INSUL �ITL — P — HM P 1 — — — — � � 's 6101 3�-0� x 6'-8� — C — — HM — P — HI� P 1 — — — — C220 3�-0� x 6�-8� — B — — HM — P — HM P 1 — — — — � � .';:� B102 3�-0' x 6�-8� — C — — HM — P — HM P 1 — — — — C221 3�-0+ x 6�—B' — B — — HM — P — HM P 1 — — — — � � � � 6103 3�-0' x 6�-8' — C — — HM — P — NI� P 1 — — — — C222 3'-0° x 6�-8" — B — — H�I — P — HM P 1 — — — — N � � B104 3'-0' x 6'-8' — C — — NI� — P — HM P 1 — — — — A ,�„� 6105 3'-0' x 6'-8' — C — — HM — P — H�I P 1 — — — — C300A 3'-0° x 6'-8' — A — — HM — P — HM P 1 — — — — � B106 3�—D' x 6�-8� — C — — HM — P — Hi� P 1 — — — — C301 3�-0� x 6�-8' — A — 20 �IIN HM P — HM P 1 — — — — � B107 3�-0' x 6'-8" — C — — NM — P — HM P 1 — — — — C3D2 3�-0° x 6'-8° — 8 — — HM — P — HM P 1 — — — — 6108 3'—D' x 6'-8' — C — — HM — P — Hi� P 1 — — — — C303 3'-0' x 6'-8' — B — 90 �IIN HM — P — HM P 1 — — — — � C304 3�-0° x 6�-8� — B — 90 �IIN HM — P — HM P 1 — — — — � 6201 3'-0� x 6�-8� — B — — H�I — P — HM P t — — — — C3D5 3�-0' x 6�-8� — B — — HM — P — HM P 1 — — — — 6202 3'-0' x 6�-8' — B — — HM — P — HM P 1 — — — — C306 3'—D° x 6�-8° — B — — HM — P — HM P 1 — — — — � B203 3'-0' x 6'-8' — B — — HI� — P — HM P 1 — — — — C307 3'-0' x 6'-8' — B — — HM — P — H�I P 1 — — — — 8204 3�-0� x 6'-8' — B — — HM — P — HM P 1 — — — — C308 3�-0° x 6�-8� — B — — HM — P — H�t P 1 — — — — B205 3'-0' x 6'-8' — B — — H�I — P — HI� P 1 — — — — C309 3'-0" x 6'-8' — B — — HM — P — HM P 1 — — — — � 6206 3�-0' x 6'-8' — B — — HM — P — HI� P 1 — — — — C31� 3�-0° x 6�-8" — B — — HM — P — HM P 1 — — — — �� B207 3'-0' x 6'-8' B — — H�I — P — HM P 1 — — — — C311 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — � 8206 3'-0' x 6'-8' — B — — H�I — P — HM P 1 — — — — C312 3'-0° x 6'-8° — B — — HM — P — HM P 1 — — — — 8209 3�-0' x 6�-8� — A — 20 I�IN HI� — P — HI� P 1 — — — — C315 3�-0� x 6�-8� — B — — HM P — HM P 1 — — — — � 6210A PR) 2'-0° x 5�-0' — A — 20 I�IN HM — P — HI� P 2 — — — — C316 3�-0" x 6�-8° — B — 90 �IIN HM — P — HM P 1 — — — — 6210B PR 2'-0' x 3'-6' — A — 20 MIN H�I — P — HI� P 2 — — — — C317 3'-0' x 6'-8' — B — — HI� — P — HM P 1 — — — — • �� ' C316A 3'-0° z 6'-8° — B — — HI� — P — HM P 1 — — — — , 6301 3�-0� x 6�-8� — B — — HI� — P — HM P t — — — — C3186 3�-0� x 6'-8' — D — — INSUL �ITL — P — HM P 1 — — — — 6302 3�—D� x 6�-8� — B — — Hh� — P — HI� P 1 — — — — C319 3�-0° x 6'-8° — 6 — — HM — P — HM P 1 — — — — ' 6303 3'-0' x 6'-8' — B — — HM — P HM P 1 — — — — C320A 3'-0' x 6'-8' — B — — HI� — P — HM P 1 — — — — �" B304 3'-0' x 6'-8' — B — — HM — P — HI� P 1 — — — — C3ZOB 3'-0° x 6'-8° — D — — INSUL I�TL — P — H�I P 1 — — — — B305 3�-0" x 6'-8' — B — — NM — P — HM P 1 — — — — B306 3�-0' x 6'-8' — B — — HM — P — HM P 1 — — — — C4D�A 3'-0° x 6�-8° — A — — HM — P — HM P 1 — — — — B309 3'-0' x 6'-8' — A — 20 MIN H�I — P — HM P 1 — — — — C401 3'-0' x 6'-8' — A — 20 I�IN HM P — H�I P 1 — — — — C402 3'-0° x 6'-8' — B — — HM — P — HM P 1 — — — — DRAWN BY. C403 3�-0� x 6�-8� — 8 — 90 �IIN HM — P — HM P 1 — — — — BUILDING �C� C404A 3�-0� x 6�-8° — B — 90 �11N H�I — P — HM P 1 — — — — CHECKED BY C4D4B 3'-0' x 6'-8' — D — — INSUL �ITL — P — HM P 1 — — — — P300 3'-0' x 6'-8' — D — — ALU�I — ANO — ALUI� ANO 4 — — — — C405 3'-0° x 6'-8° — B — — HM — P — HI� P 1 — — — — REVISIONS. P301 3�-0� x 6�-8� — A — 20 MIN HM — P — HM P 1 — — — — C4D6 3�-0' x 6�-8' — B — — HM — P — H�I P 1 — — — — P302A 3�-0� x 6'-8� — A — 2 HR HM — P — HM P 1 — — — — C4D7 3�-0" x 6�-8" — 8 — — HM — P — HM P 1 — — — — No Descriptian Date P3026 3'-0' x 6'-8' — A — 2 HR HM — P — HM P 1 — — — — C408 3'-0' x 6'-8' — B — — HM — P — H�I P 1 — — — — P304 3'-0' z 6'-8' — A — 2 HR HM — P — HM P 1 — — — — C409 3'-0° x 6'-8° — 8 — — HM P — HM P 1 — — — — Q P305 3�—D' x 6'-8' — D — — ALUI� — ANO — ALU�I ANO 5 — — — — C410 3�-0" x 6�-8� — 8 — — HM — P — HM P 1 — — — — P306 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — C411 3'—D° x 6'-8" — B — — HM — P — H�I P 1 — — — — 0 P308 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — C412A 3'-0' x 6'-8' — B — — H�I — P — H�I P 1 — — — — Q P309 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — C412B 3'-0° x 6'-8' — D — — INSUL �ITL — P — H�I P 1 — — — — Q P310 3�—D� x 6�-8' — B — H�I — P — HI� P 1 — — — — C415A 3�-0� x 6�—B' — B — — HM P — HM P 1 — — — — P311 3�-0" x 6�-8' — B — — H�I — P — HM P 1 — — — — C415B 3�-0� x 6�-8" — D — — INSUL �ITt — P — H�I P 1 — — — — 0 - P312 3'-0' x 6'-8' — B — — H�I — P — NM P 1 — — — — C416A 3'-0' x 6'-8' — B — 90 �IIN HI� — P — HM P 1 — — — — Q P313 3'-0' x 6'-8' — B — — H�I — P — HM P 1 — — — — C416B 3'-0' x 6'-8' — D — — INSUL �ITL — P — HI� P 1 — — — — P314 3�-0' x 6�-8' — B — — HM — P — HM P 1 — — — — P315 3'—D" x 6'-8' — B — — HI� — P — HM P 1 — — — — C50�A 3'-0" x 6'-8" — A — — HM — P — HM P 1 — — — — C501 3'-0' x 6'-8' — A — 20 �IIN HM — P — HM P 1 — — — — P201 3'-0' z 6'-8' — A — 20 MIN HM — P — HM P 1 — — — — C502 3'-0° x 6'-8° — B — — H�I — P — H�I P 1 — — — — . ISSUE RECORD P202A 3�-0' x 6'-8' — A — 2 HR HM — P — HM P 1 — — — — C503 3�-0� x 6�-8� — B — 90 �IIN HM — P — HM P 1 — — — — P2026 3'—D� x 6�-8' — A — 2 HR HI� — P — HM P 1 — — — — C504A 3�-0" x 6�-8" — B — 90 �IIN HM — P — HM P 1 — — — — No Descnption Date P202C 3'-0' x 6'-8' — A — 2 HR NM — P — HM P 1 — — — — C5048 3'-0' x 6'-8' — D — — INSUL �IT� — P — H�I P 1 — — — — P204A 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — C505 3'-0° x 6'-8" — B — — HM — P — H�I P 1 — — — — 1 COORD SET. Jan 23, 2003 . P20 3'-0' x 6'-8' — D — — INSUL I�TL — P — H�I P t — — — — C506A 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — � nFSir,� RFV�Fw suA�irra� Feh �0 7003 P206A 3�-0" x 6'-8' — B — — H�I — P — HM P 1 — — — — C5068 3�-0° x 6'-8' — D — — INSUL �ITL — P — HM P 1 — — — — 3 DE51GN REVIEW SUBMITTAL Mar. 24, 1003 - P206B 3'-0' x 6'-8' — D — — INSUL I�TL — P — HM P t — — — — C507 3'-0' x 6'-8' — B — — HM — P — H�I P 1 — — — — ` P201 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — C508 3'-0° x 6'-8° — B — — HM — P — HI� P 1 — — — — 4 PRICING SET April 03, 2003 P208 3�-0' x 6'-8� — B — — HI� — P — HI� P 1 — — — — C509 3�-0' x 6�-8' — B — — H�I — P — HM P 1 — — — — 5 PER�IIT SET June 10, 2003 P209 3'-0' x 6�-8� — B — — HM — P — HI� P 1 — — — — C510 3�-0° x 6�-8° — 8 — — HM — P — HM P 1 — — — — P210A 3'-0' x 6'-8' — B — — HI� — P — H�I P t — — — — P2108 3'-0' x 6'-8' — D — — INSUL I�TL — P — HM P t — — — — C600 3'-0° x 6'-8° — A — 20 I�IN HM — P — HM P 1 — — — — P211 3�-0� x 6�-8� — B — — HM — P — HI� P 1 — — — — P212 3'—D' x 6�-8' — B — — HM — P — HM P 1 — — — — P213 3'-0' x 6'-8' — B — — HI� — P — HI� P 1 — — — — LJVING UNITS SHEET . P215 4'-0' x 6'-8' — A — 20 MIN HM — P — HM P 1 — — — — DOOR SC UNIT �A' P102 3'—D' x 6�-8' — A — 2 HR HM — P — HM P 1 — — — — A01 3�-0" x 6�-8" — B — — WD — P — WD P 3 — — — — P103A 3'-0' x 6'-8' — A — 2 HR HM — P — HM P 1 — — — — P103B 3'-0' x 6'-8' — A — — HM — P — HM P 1 — — — — UNIT 'B' P104 3'—D' x 6'-8' — B — — HM — P — H�I P 1 — — — — 801 3'-0' x 6'-8' — B — — WD — P — WD P 3 — — — — P105 3'—U' x 6'-8' — 8 — — HM — P — HI� P 1 — — — — B02 PR) 2'-0' x 6'-8° — F — — WD — P — WD P 9 — — — — P106 3'-0' x 6'-8' — B — — HM — P — HM P 1 — — — — P107A 3'-0' x 6'-8' — B — — HI� — P — H�I P 1 — — — — UNIT 'C' ��...OF .O� P107B 3'-0� x 6�-8' — D — — INSUL MTL — P — HM P 1 — — — — COl 2�-6� x 6�-8� — 8 — — WD — P — WD P 3 — — — — ,`Q-..•• P108 3'—D' x 6�-8' — B — — HI� — P — HI� P 1 — — — — CO2 3'—D� x 6�-8" — B — — WD — P — WD P 3 — — — — 's O CO3 PR 2'-0° x 6'-8' — F — — WD — P — WD P 9 — — — — e ome : Oe :� UNIT 'D' ' o•2U89 • D01 3�-0" x fi�-8" — B — — WD — P — WD P 3 — — — — /�F�''••...� •''��'G� D02 3'-0" x 6'-8" — B — — WD — P — WD P 3 — — — — �SFO��PRG�\ . � ,G� U PROJECT NO.. D210 _ * SEE PROJECT MANUAL FOR HARDWARE HEADING SCHEDULE DATE June 10, 2003 . NOTES DOOR LEGEND DRAWING N0. � 1 ALL DIMENSIONS ARE NOMINAL, R 0 WILL BE COORDINAIED AFTER A WINDOW �IANUFACTl1RER IS SELECTED ALUI� ALUI�INUM � ��P�D GLAZING } 2, SEE ELEVAiIONS FOR WINDOW LOCATIONS, WINDOW PROPORTIONS, LOCATION OF OPERABLE WINDOWS, ETC ANO ANODIZED 3 ALL OPERABLE WINDOWS ARE TO HAVE SCREENS H�I HOLLOW I�ETAL FPF fACTORY PAINTED FlNISH 4 WINDOWS TO BE LOW"E" DOUBLE PANE, 1HERMALLY INSULATED, HIGH ALTITUDE WINDOWS P PAINIED FrC FRAME CONSTRUCTION 5 SEE ELEVA110NS FOR WINDOW�IULLION PATTERNS AND LOCATIONS ST STAINE� FrF FRAME FINISH � 6 EGRESS WINDOWS MUST �IEET �IININUM REQUIREMENT OF 57 SQ FT CLEAR SPACE PER 11BC TEbIP TE�IPERED FrT FRAME TYPE 7 ALL GLAZING IN RAiED CORRIDORS TO BE 3/4 HOUR GLASS WD WOOU ' � � '. \ \ � � J . DOOR SCHEDULE CONT'D DOOR TYPES ��4� = ��-�p f k No. I�ldth x Height Room Name Type HDWR � Fire Rating Const. Glass Fin, Thick FrC FrF FrT Jamb Head Threshold Remarks ODELL ARCHITECTS, P.C. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LIVING UNITS (continued) RCHITECTUR6 LANNINC NTBR10R9 32065 Costle Court,9ate 15D, E�ergreen,Cdarodo 80439 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Tde�ha�z3036105980 Facsimle 30J6107162 UNIT'E� EDl 3�-D� X 6�-8' - 8 - - WD - P - YVD P 3 - - - - RE SCHED RE SCHED RE SCHED RE SCHED � and cm ee eztended y y oq nt with Oddl Archit s, G �� RE•SCHED d Pam sm f ocumen a — e ropcty of theMchde � �5 i a use ot lhis d t r m��s - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - _— - - _ — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - onl b reeme ai P E02 3�-D' X 6�-8� - B - - WO P WD P 3 - - - - � � � � � � � � E03- - - - L� 2'-0'x6'-8' — -- - - - - - - F— _ — _ - - - �- - - - -- P — _ — � P — 9 - - - UNIT'F' � � � � / / /� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F01 3�-D' x 6�-8' - B - - WD - P - WD P 3 - - - - F02 3'-0'X6'-B' - - -- - - - - - - B = — _ - - - �- - - - - P - WD P 3 - - - - - - - / o o = o = - - - - - _ — — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / � / � / � F03 PR 2'-0' x 6'-8' F - - WD - P - WD P 9 - - - - `� � � � � � � � � � � � � � � � � � � � � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� UNIT,G� N N N �V N i ■ � • G01 - - - - 3=0 x6-8 - - -- - - - - - - 9— _ — _ - - - WD- - - - -- P — _ — WD P — 3 - - - � "' "' "' � "' � "' CO�GE�II.,IN&CO1vIPA'VYINC. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G02 3�-0' x 6�-8' - B - - WD - P - WD P 3 - - - - G03- - - - PR 2�-O� x6�-S" -- - - - - - - F— - - - - - - WD- - - - — P _ - WD P 9 - U- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G04 3'-D° x 6�-8' - B - - WD - P - WD P 3 - - - - G05- - - - L� 2'-0'x6'-8' — -- - - - - - - F— _ — _ - - - �- - - - -- P — _ — � P — 9 — - - - - - - - - _ _ _ _ _ _ _ _ _ TYPE A TYPE B TYPE C UNIT 'H' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — H01 3'-0' x 6'-8° - B - - WD - P - WD P 3 - - - - }�/'\ HOP 3'-0' x 6'-8" - B - - WD - P - WD P 3 - - - - �■/�� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — H03 PR 2'-0" x 6�-8" - F - - WD - P WD P 9 - - - - �—RE SCHED� RE SCHED HD4- - - - 3'-0' x6'-8' - - - - - - - - - B - - - - � - P - _ WD P 3 - - -- - - -- - - - - - - - - - - - - - o — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — .,� H05 PR 2'-0° x 6'-8" - F - - WD - P - WD P 9 - - - - � � - UNIT 'j� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � JOl 3'-0' x 6'-8' _ _ - B � - _ _ _ _ WD_ _ _ _ -_ P - WD P 3 - - - - o �RE SCHED� o — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ � _ — — — — — — — — — — — — J02 3�-0' x 6'-8° - B - WD - P - WD P 3 - - - - � N — J03 �) 2'-0" x6'-S" _ - F - - - - - �- - - - -_ P - WD P 9 - - - - - - - - - - - - - - - - - - � o \ ¢' � � _ ► � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J04 3�-0� x 6'-8' - B - WD - P - WD P 3 - - - - ;�, � J05 - - - - �) 2'-0° z6'-S" — - - - - - - - F - - - - - - �- - - - - P - _ WD P 9 - - - - - - - - - - - - - - - - \ � UNIT�K� _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — K01 3�-0' x 6�-8� - B - - WD - P - WD P 3 - - - - � K02_ _ _ _ PR) 1�-s�xs�-8" _ -_ _ _ _ _ _ _ F_ _ _ _ _ _ _ WD_ _ _ _ -_ P _ _ _ WD P _ 9 _ __ _ _ _ _ _ _ _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ TYPE F TYPE G TYPE H TYPE J TYPE K .---� K03 3'-0' x 6'-8° — A — — Wfl — P — IN� P � — — — — � K04 3'-0' x 6'-8' - B - - WD - p - Wp P 3 — BI—FOLD DOGft - - - - - - - -- - - - - - - - - - - — - - - - - - -- - - - — - - - - — - - - - -- - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - K05 3'-D' z 6'-8' - B - WD - P - WD P 3 - - - - � � K06 PR 1'-6' x 6'-8' - F - - WD - P - NN P 9 - - - - — — — — — ��— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — � .� !"' O = K07 3'-D' x 6'-8' - B - - WD - P - WD P 3 - - - - � � K08- - - - PR) 2-0 z6-8 - - F— - - - - - - WD- - - - — P — - - WD i e i f _ - P 9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �� K09 3�-0" x 6�-8' — — _— — — — — B - - � - P - WD P 3 - - - - O � � O K10 - - - - 2'-6' x6'-8' -- - - - - - - F— - - - - - - WD- - - - P — - - WD P _ 10 � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � � � 0 UNIT'L' dc 'L' (OPT) — - - - - - - - - - - - — - - - - — - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � .� � - - - - - - - - - - - - - - - - - - L01 3'-0' x 6'-8' - B - - WD - P - WD P 3 - - - - � � � L02 — — — — 3�-0� x 6�-8� - B - - — — — WD— — — — - P - _ WD P 3 - - - - _ � r—+ �1 .�,.,.� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L03 (PR) 2�-0` z 6�-8� - F - - WD - P - WD P 9 - - - - L04 3�-D' x 6'-8' - B - - WD - P - WD P 3 - - - - — — — — — — — — — — — — — — — — — — _ N � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � L05 PR 1'-6' x 6'-B' - F - - WD - P WD P 9 - - - - L06 3'-0' x 6'-8' - B - - WD - P WD P 3 - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L07 3'-0' x 6�-8' - B - - WD - P - WD P 3 - - - - L08 - - - - PR� 1'-6' x6�-B" — - - - - - - - F— - - - - - - �- - - - — P — - - � ? _ 9 _ - - - - - - - - - - - - - - - - - - - - TYPE L - - - - - -- - - - - - - —_ - - - - - - - - UNIT�I�' METAL � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N�t 3'-0' x 6'-8' - B - - WD - P - WD P 3 - - - - � NO2 PR 1'-6' x 6'-8' - _ F - - WD - P - _ WD P 9 - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NO3 3'-0' x 6'-8' - B - - WD - P - WD P 3 - - - - N04- - - - 3'-0' x6'-8' - B - - - - - WD - P - _ WD P 3 - - - -- - - -- - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N05 3�-D' x 6'-8' - B - - WD - P - WD P 3 - - - - � NO6- - - - PR 1'-6' x6'-8' - F - - - - - WD- - - - - P - _ WD P 9 - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — �� N07 3'-0' x 6'-8' - B - - WD - P - WD P 3 - - - - 1�08 PR 2�-0° z 6�-8' F - - WD - P WD P 9 - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N09 3'-0' x 6'-8' - B - - WD - P - WD P 3 - - - - � N10 2'-6' x 6'-8' - F - - WD - P - WD P 10 - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � r� � UNIT'N� & 'N' (OPT) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , N01 3'-0� x 6�-8� - B - - WD - P WD P 3 - - - - NO2— — — — PR 2'-0' x 6'-8" -- — — — — — — F - - WD - P WD P 9 - - - - � U- - - - - — - - - - - - — - - - - - — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - "' NO3 3'-0' x 6'-8' - B - - WD - P - WD P 3 - - - - - 1 0 �� N04_ _ _ _ PR) 2�-o�X6�-e' _ -_ _ _ _ _ F _ _ _ _ _ _ WD_ _ _ _ -_ P _ - WD P _ 9 - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DOOR FRAME TYPES � - - — — — - - - - - - - - - - - - - - - - - - - - - - - - - - 14. . N05 3�-0' x 6�-8' - B - - WD - P - WD P 3 - - - - • W06- - - - 3�-0" x6'-8' -- - - - B - - - - - - WD- - - - - P - _ WD P 3 - - - -- - - 2�-B� x6�-8" ATUNITN�OP� - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N07 3'-0' x 6'-8' - B - - WD - P - WD P 3 - - - DOES NOT EXIST�UNIT N OPT N08- - - - 3'-0' x6'-8' - - - - - - - - - B— - - - - - - �- - - - — P — - - � P — 3 — -- - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - DRAWNBY: N09 (PR) 1'-6� x 6�-8' - F - - WD - P - WD P 9 - - - - N10 - - - - 3'=0" x6'-8' - - -- - - - - - - B— _ — _ - - - �- - - - -- P — _ — � P — 3 — - N11 3'-0° x 6'-8° - B - - WD - P - WD P 3 —- — — — - - - - - - - - - - - - - - - - - - - - - — - - - - - - -- - - - — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REVISIONS. UNIT�0' 001 3'-0" x6�-8' - B - - - - - �- - - - - P - _ WD P 3 - - - - - - - - - - - - - � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 002 3'-0' x 6'-8' - B - - WD - P - WD P 3 - - - - No Description a e 003 3'-0' x6'-8' - - B - - - - WD - P - WD P 3 - - - - - - - - - - - - - - _ _ 2� RE SCHED Ztl Z„ RE SCHED � RE SCHE� Q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 004 3�-0� x 6'-8' - B - - WD - P - WD P 3 - - - - �, � Q % % % '// - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UNIT'P' P01 - - - - 3�-D' x6�-8' - - - - - - - - - B - - - - - - WD- - - - - P - _ WD P 3 - - - - — — - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P02 3'-D° X 6'-B" - B - - WD - P - WD P 3 - - - - P03- - - - �) 2'-0'x6'-S' — - - - - - - - F— - - - - - - �- - - - -- P _ - _ WD P _ 9 - - - - - - - - - - _ _ o 0 0 / / // // — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q _ _ _ / % % % - U U U (n (n C/7 W W LiJ _ — _ _ _ — — — _ _ — _ _ _ _ _ — _ _ _ _ _ _ _ — _ _ — — — — EARLYLEARNINGCENTER - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I � - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - // / // // E100 PR 3'-0' x 7'-0' VESTIBULE D - - ALU�I ST�tEFRONT TEMP ANO - ALU�i ANO 8 - - - - E101A 3'-0' x 7'-0' STUDIO D - - ALUI�. STOREFRONT TEtiIP ANO - ALUI� ANO 7 - T - - ISSl1E RECORD - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - — - - - - — - - - - - - -- - - - - - - - - - — - - - - - - -- - - - - - - - - - - - - - E1018 3'-0� x 3�-0' KITCHEN G - - WOOD - ST - HM P - - - - - E102_ _ _ _ 3�-o• xr-o' _ _ RESTR00�i _ _ _ _ A_ _ _ 20MIN. _ _ ►�� _ _ _ -_ ST_ _ _ H� P _ , _ __ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 No. Descnption Date E103 3'-0' x 7'-0' STORAGE A - 20 MIN WOOD - ST - HI� P 1 - - - - HOLLOW METAL HOLLOW METAL WOOD ALUMINUM STOREfRONT ALU�IINUM STOREFRONT E104A 3'-0' x 7'-0' CORRIDOR D - - ALU�I. STOREFRONT TDuIP ANO - ALU�I ANO 9 - - - - 1 COORD SET. Jan. 23, 2003 - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - _ F�n� �n'_n" � �'_n" rnRRinnR i - - a�uu r�an TFti1P FPFIST - NI� FPF PRFHUN - - - - � L1ESI!`Jd REUGW CIIR111TTAI Fol, t(1, 90f1i E104C _ _ _ 10'-0" x 7�-0" CORRIDOR_ _ _ _ _ J - _ _ _ _ ALUI�CLAD iEMP fPF�T - _ WD FPF PREHUN - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ R CH - - - - - - - — - - - - - - - — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - " � 3 DESIGNREVIEWSUBMITTAL �lar 24 2003 " E104D 10'-0' x 7'-0' CORRIDOR J - - ALU�I CLAD TEMP FPF ST - WD FPF PREHUN - - - - 6'-4 3'-4° � ` E105 3'-0' x 7'-0' PRESCHOOL t H - 2� MIN _ _ WOOD _ - WOOD HM P _ t _ __ _ _ _ _ _ _ _ __ _ _ _DUTCH DOOR_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Apnl 03, 2003 - - - - - - - - - - - - - - - - - - — — — — — — 4 E106 3�-D� x 7�-0� REST R001� A - WOOD - ST - HM P t - - - - % / / / 5 PER�IIT SET June 10, 2003 E107A _ _ _ 3�-D' x 7�-0' _ _ PRESCHOOL 2 _ H _ _ 2� MIN _ _ WOOD _ _ _ - 5T - _ HM P t - - - DUTCH DOOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I E1076 3'-0' x 7'-0' PRESCHOOL 2 A - 20 MIN WOOD - ST - HM P 1 - - - DUTCH DOOR E108- - - - 3'-0' x7'-0' - - RESTROOM - - - - A - - - - WOOD - ST - _ HM P _ t - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - / / / o 0 - - - - - - - - - - E109 3'-0' x 7'-0' REST ROOM A - WOOD - ST HM P 1 - - - - / / / / � � E110A _ _ _ 3'-0" z7�-0� _ _ PRESCHOOL3_ _ _ _ H_ _ _ 2� MIN _ _ WOOD _ _ _ -_ 5T_ _ _ HM P _ 1 _ __ _ _ _ _ _ _ _ __ _ _ _DUTCHDOOR_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� E1106 3'-0' x 7'-0' PRESCHOOL 3 A - 20 I�IN WOOD - ST - HI� P 1 - - - - I SHEET CONTENTS: E110C _ _ _ 3'-0' x 6'-8' PRESCHOOL 3 D_ - - ALU�I CLAD _ TEtiIP FPFLT = _ WD FPF PREH�N - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D OOR SCH ED U LE E111 3'-D' x7�-0' - - JANITOR - - - - - A - - 20MIN - - HM- - - - P - HI� P — 1 — - - - - — - - - -- - - - -- - - � / / / E112_ _ _ _ 3;-O: x7;-0: _ _ �IECHANICAL _ _ _ _ A_ _ _ _ _ _ _ INSULST _ _ -_ P _ _ _ HI� P _ 1 _ __ _ _ _ _ _ _ _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 90' SEC110N DOOR TYPES E113 3-0 x 7-0 STORAGE A - INSUL SL - P - HM P 1 - - - - E114A _ _ _ 3'—o• xs'—s' _ _ TODDLER2 _ _ _ _ H_ _ _ 20 _ _ _ W0� _ _ _ -_ ST_ _ _ HM P _ , _ __ _ _ _ __ _ _ __ _ _ _o�T�000R_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TYPE 6 TYPE 7 TYPE 8 TYPE 9 TYPE 10 E1146 3�-0� x 7'-0� TQDDLER 2 D - - ALUM. CLAD - FPF/ST - WD FPF PREHUN - - - ALUMINUM STOREFRONT ALUMINUM STOREfRONT ALUMINUM STOREFRONT WOOD BI-FOLD FRAME WOOD BI-FOLD FRAME E114C _ _ _ 9�-0' x 7'-0' TDDDLER 2 K - - ALU�I. CLAD - FPF�T - _ WD FPF PREHUN - - _ __ _ _ FRENCH SLIDER _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — E116 3'-0' x 7'-0' STORAGE A - - WOOD - ST - HM P 1 - - - - E117A _ _ _ 3'-0' x 6'-8' TODDLER 2 _ _ _ _ H - 20 WOOD - ST - _ HM P t - - _ __ _ DUTCH DOOR �F - - — — - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - � ...... - - - - - - — - - - - - - - - - - - _— - - - - E1176 3'-D' x 7�-0' TODDLER 2 D - - ALUI�. CLAD FPF/ST - WD FPF PREHUN - - - �Q'..••'' � ' ,�,Q E117C _ _ _ 9'-0" x 7�-0' _ _ TODDLER 2 _ _ _ _ K - _ _ _ _ AWM CLAD - FPF�T - WD FPF PREHUN - - _ __ _ _ _FRENCH SLIDER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �,'90 — �.,. - - - - — - - - - - - - — - - — - - - - - - - - - - - - - - - - Jer ,, : p E118 3'-0' x 7'-0' STORAGE A - WOOD - ST - HI� P 1 - - - - � . E201_ _ _ _ 3'-0' x 7'-0' OFFlCE A - - WOOD - ST - _ HM P _ 1 - : d deil = - - - - - - - - - — - - - - - - - - - - - — - - — — - - -- - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • tl�•2US9 ; � - - - - _ �� E2D2 3'-0' z 7'-0' STORAGE A - WOOD - ST - HI� P 1 - - - E203_ _ _ _ 3�-0' x 7�-0' REST ROOM _ _ _ _ A - _ _ _ _ WDOD - 5T - _ HM P 1 - - - - .A - - - - - - — - - - - - - - — - - — — - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - � ,I;SFO. .RGN\��,G - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �` ' �/' - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT NO.. 0210 DATE June 10, 2003 � NOTES DOOR LEGEND DRAWING NO.: - 1 ALL DIMENSIONS ARE NOMINAL, R 0 IMLL BE COORDINAiED AFTER A WINDOW �IANUFACTURER IS SELECTED ALUM ALUI�INU�I � TEI�PERED GLAZING ' 2. SEE PROJECT �IANUAL FOR HARDWARE HEADING SCHEDULE ANO ANODIZED H�I HOLLOW I�ETAL FPF FACTORY PAINTED FlNISH P PAINTED FrC FRAME CONSTRUCTIDN ST STAINED FrF FRAME FINISH � TEIuIP TE�IPERED FrT FRA�tE T1PE - WD WOOD _ � � ` ,� � � � '. �' � � , ROOM FINISH SCHEDU �E ROOM FINISH SCHEDULE , FLOOR WA�S CEILING � UNITS R00�I NAME N�� SOUTH EAST WEST R001� ��aR W�S CEILING ROOM NA�IE NORTH SOUTH EAST WEST FlNISH BASE N0' FlNISH BASE �IATERIAL FlNISH I�ATERIAL FlNISH MAlERIAL FlNISH �IATERIAL FlNISH �IATERIAL FINISH REMARKS MATERIAL FlNISH MATERIAL FlNISH I�ATERIAL FINISH �IATERIAL FINISH NATERIAL FINISH REI�ARKS 0 D E L L A R C H I T E C T S, P.C. UNIT A STUDIO - BUILDING A, 8 & C BUILDING A- CO�IMON AREA ARCHITECTURS PLANNINC INTBRIDRB 32�65 Custle Court,Suite 150, E�ergreen,Cdorado 80439 Tdephone 303.670.5980 Focsimle 3036107162 SP CE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 100 STAIR WOOD - GYP PNT GYP PNT G1P PNT GYP PNT GYP PNT KITCHEN SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT eopx�nt Ths documa�t�s an instmmait of sernces,and as such remoins 102 STAIR GS - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT the property of the Prchded Pamissian fa use of this document is Imled BATHROOM SV RB GYP PNT GYP PNT G1P PNT GYP PNT G1P PNT 107 STAIR �IETAL - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT and cm be eztended mly 6y agreement with Oddl Architecis,PG 108 I�ECH SC RB GYP PNT GYP PNT GYP PNT G1P PNT GYP PNT UNIT B SNDIO- BUILDING A 109 �IAIL 5V RB G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT LJVING SPACE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 110 LAUNDRY 5V RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT KITCHEN SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 111 RESiR00M SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT AATHR001� SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 112 LFASING OFFICE CPT RB GYP PNT GYP PNT G1P PNT GYP PNT GYP PNT CLOSET CPT RB GYP PNT GYP PNT G1P PNT GYP PNT G1P PNT 200 STAIR WOOD - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 202 STAIR GS - G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT UNIT C STUDIO- BUILDING A 207 STAIR I�ETAL - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT (�� LIVING SPACE CPT RB GYP PNT GYP PNT GYP PNT G1P PNT GYP PNT 300 STAIR WOOD - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT `..C./ CO�GHLIN 8L.COIVIPA:�Y INC. COAT CLOSET SV RB G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT 302 STAIR GS - GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT KITCHEN SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 307 STAIR �IETAL - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT CLOSET CPT RB GYP PNT GYP PNT GYP PNT G1P PNT GYP PNT BATHROOM SV RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT BUILDING B- COMMON AREA UNIT D 1 BmR001�- BUILDING C 200 STAIR GS - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT � ENTRY SV RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT 209 STAIR GS - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT LIVING SPACE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT 300 STAIR GS - GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT � KITCHEN SV RB G1P PNT GYP PNT GYP PNT GYP PNT G1P PNT 309 STAIR GS - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT BATHR00�1 SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT o � BEDRDON 1/CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT ��q BUILDING C- COMMON AREA �� UNIT E 1 BEDROOM- BUILDING C E1 ELEVATOR 1 SV RB GYP PNT GYP PNT GYP PNT GYP PNT LAY-IN PNT O E2 ELEVATOR 2 SV RB GYP PNT GYP PNT G1P PNT GYP PNT LAY-IN PNT LIVING SPACE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT P30U LOABY 5V RB PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT KITCHEN SV RB GYP PNT GYP PNT GYP PNT G1P PNT GYP PNT P301 STAIR �IETAL - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT BATHROOM SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT P302 PARKING C�NC - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT BEDRD01� CL05ET CPT RB GYP PNT GYP PNT GYP PNT G1P PNT GYP PNT P303 AVAILABLE I�ECHANICAL CONC - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT P3D4 FlRE ALARI� CONTROL PANEL CONC - GYP PNT PRECAST PNT GYP PNT PRECAST PNT PRECAST PNT � ' P305 LAUNDRY 5V RB GYP PNT PRECAST PNT GYP PNT GYP PNT PRECAST PNT �� I INIT F 1 QELIR�D11— BUILDIAIC C PJ07 3TAIR METAL — GTP PIVT GTF' F'IY I b1F' f'IV I bl?' F'N I bTF' NN I � - P316 STAIR �IETAL - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT LIVING SPACE CPT RB GYP PNT G1P PNT GYP PNT G1P PNT GYP PNT � KITCHEN SV RB GYP PNT GYP PNT G1P PNT GYP PNT GYP PNT � �N _ P200 LOBBY 5V RB PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT � ..� .� = BATHROOM SV RB GYP PNT GYP PNT GYP PNT G1P PNT GYP PNT P201 STAIR I�ETAL - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT � � � . BEDROON/CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT P202 PARKING CQNC - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT P205 STAIR �IETAL - G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT � � •�—� � P214 STAIR �IETAL - GYP PNT GYP PNT G1P PNT GYP PNT GYP PNT O � � O UNIT G 2 BEDROOM- BUILDIN6 C P215 I�ECHANICAL CONC - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT � ''-' � IJVING SPACE CPT RB G1P PNT G1P PNT GYP PNT GYP PNT GYP PNT P1D1 STAIR �IETAL - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT �+ �� `� � � ^ KITCHEN SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT P102 PARKING CQNC - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT � � LJNEN SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT P103 STORAGE CONC = PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT � � � � BATHROOM SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT P109 STAIR �IETAL GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT � � � BEDROON 1 /CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT ^ � BEDROON 2 CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT � �"'� 100 LOBBY SV RB PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT 101 STAIR �tETAL - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT � 113 STAIR �IETAL - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 114 STAIR �IETAL - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT � UNIT H 2 BEDROQ�I - BUILDING C 123 STAIR �IETAL - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT � ENTRY SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 200 LOBBY SV RB PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT � LIVING SPACE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT ZOOA ELEVATOR MACHINE R001� CONC - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT KITCHEN SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 201 STAIR �IETAL - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT BATHR00�1 SV RB GYP PNT GYP PNT GYP PNT G1P PNT G1P PNT 213 STAIR I�ETAL - GYP PNT �YP PNT GYP PNT GYP PNT GYP PNT � BEDRO�N 1/CL05ET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 214 STAIR �IETAL - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT BEDROON 2/ CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT �y 300 L48BY 5V RB PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT � 300A CUSTODIAL CONC - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT � UNIT J 2 BEDR00�I - BUILDING C 301 STAIR �IETAL - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT , 313 STAIR �IETAL - GYP PNT GYP PNT GYP PNT PRECAST PNT GYP PNT � �� LIVING SPACE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 314 STAIR METAL - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT . KITCHEN SV RB G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT BATHR00�1 SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 400 LOBBY SV RB PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT �` BEDROON 1/ CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 400A CUST�IAL CONC - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT ' BEDROON 2/ CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 401 STAIR �IETAL - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT 413 STAIR I�ETAL - GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT � 414 STAIR �IETAL - GYP PNT GYP PNT G1P PNT GYP PNT GYP PNT UNIT K 3 BEDR00�1 - BUILDING C 500 LOBBY SV RB PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT DRAWN BY. KTG 500A CUSTODIAL CONC - PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT PRECAST PNT ENTRY SV RB GYP PNT GYP PNT GYP PNT G1P PNT GYP PNT 501 STAIR I�ETAL - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT CHECKED BY WLwi, JEO LIVING SPACE CPT RB G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT 513 STAIR METAL - GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT KITCHEN SV RB GYP PNT GYP PNT G1P PNT GYP PNT GYP PNT BATHR00�1 1/CLOSET SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT REVISIONS. CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT CHILDREN'S GARDEN LEARNING CENTER -1 T FLOOR No Descnption Date BEDROON 1/ CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT BEDROON 2/ CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 1�0 VESiIBULE SV RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT BATHROOM 2 SV RB GYP PNT GYP PNT G1P PNT G1P PNT GYP PNT 101 5TUD10 SV R8 GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 0 BEDROON 3/ CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT 101A KITCHEN SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT Q 102 REST R00�1 SV RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT Q UNIT L 3 BEDR00�I - BUILDING C 103 STAIR CPT WD GYP PNT GYP PNT GYP PNT GYP PNT WD FF 103A CLOSEf SV RB GYP PNT G1P PNT GYP PNT GYP PNT GYP PNT 0 104 CaRRIDOR SV RB G1P PNT GYP PNT G1P PNT G1P PNT GYP PNT Q - ENiRY SV RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT 105 PRESCHOOL 1 CPT SV RB GYP PNT G1P PNT GYP PNT GYP PNT G1P PNT Q KITCHEN SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 1�6 REST R(f0�1 SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT _ LIVING SPACE CPT RB GYP PNT GYP PNT G1P PNT GYP PNT GYP PNT 107 PRESCHOOL 2 CPT/SV RB G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT BATHROOM 1 SV RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT 108 REST R00�1 SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT BEDROON 1/ CLOSET CPT RB G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT 109 REST ROOM 5V RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT BEDROON 2�CLOSET CPT RB G1P PNT GYP PNT GYP PNT G1P PNT GYP PNT 110 PRESCHOOL 3 CPT 5V RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT ISSUE RECORD CLQSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 111 JANITOR S CONC RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT BATHR00�1 2 SV RB G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT 112 �IECHANICAL S CONC RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT No. Descnption Date BEQROON 3/CLOSET CPT RB G1P PNT GYP PNT G1P PNT G1P PNT GYP PNT 113 STORAGE CPT/SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 114 TODDLERS 2 CPT/SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 1 COORD SET Jan. 23, 2003 ` 11� RC3T ROOhI 3Y ftC G7P PIYT GTP YIY I bTY YIV 1 bTf' I'IV I 6TF' f N I : 116 STORAGE CPT RB G1P PNT GYP PNT GYP PNT G1P PNT GYP PNT 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 ' UNIT M 3 BEDR001� - BUILDING A 117 TODDLERS 1 CPT/SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 118 STORAGE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT 4 PRICING SET Apnl 03, 2003 ENTRY SV RB GYP PNT GYP PNT G1P PNT G1P PNT G1P PNT KITCHEN SV RB G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT CHILDREN'S GARDEN LEARNING CENTER -2 D FLOOR 5 PER�IIT SET June 10, 2003 LIVING SPACE CPT RB GYP PNT GYP PNT GYP PNT G1P PNT GYP PNT 200 WORK AREA CPT WD GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT BEDROOh� 1/ CLOSET CPT RB G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT 201 OFFlCE CPT WD G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT BATHROOM 1 SV RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT 202 STORAGE CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT BEDROON 2/CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT G1P PNT 203 REST R00�1 SV RB GYP PNT G1P PNT GYP PNT GYP PNT GYP PNT BATHR00� 2/CLOSET SV RB G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT SHEET CONTENTS CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT BEDROOt� 3/ CLOSET CPT RB GYP PNT GYP PNT GYP PNT G1P PNT GYP PNT ROOM FINISH SCHEDULE UNIT N 3 BEDROOM - BUILDING C FINISHES LEGEND LIVING SPACE CPT RB GYP PNt GYP PNT GYP PNT GYP PNT GYP PNT ACT SUSPENDED ACOUSIICAL CEILING TILE CLOSET SV R8 GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT CPT CARPET ��...��•C....O,p KITCHEN SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT WIC CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT CT CERAMIC TILE o BATHROOM 1/CLOSET SV RB G1P PNT GYP PNT GYP PNT GYP PNT GYP PNT - i� � � :� GYP GYPSUM BOARD �' BEDROON 1/ CLOSET CPT RB G1P PNT GYP PNT GYP PNT G1P PNT GYP PNT � �-20�9 r BEDROOhI 2/ CLOSET CPT RB GYP PNT GYP PNT G1P PNT GYP PNT GYP PNT %;:,.� ,�r V'� BEDROON 3/ CLOSET CPT RB GYP PNT G1P PNT G1P PNT GYP PNT GYP PNT PNT PAINT �,�........•••.....,.\,`t�, _ � BATHROOM 2 SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT RFM RECESSED FLOOR MAT SF� PRG� ,�I GS GRIP STUT � � � uN�T o 2 BEDR001� - BUILDING A RB RUBBER BASE PROJECT NO.: 0210 ENTRY SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT CONC EXPOSED CONCRETE LJVING SPACE CPT RB GYP PNT GYP PNT G1P PNT G1P PNT GYP PNT DATE June 10, 20D3 . CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT PRECAST PRECAST CONCRETE o KITCHEN SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT STUCCO STUCCO DRAWING NO• - PANTRY SV RB GYP PNT GYP PNT GYP PNT G1P PNT GYP PNT � BATHR001� 1 SV RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT SC SEALED CON CRETE BEDROON 1/WIC CLOSET CPT RB GYP PNT GYP PNT GYP PNT GYP PNT GYP PNT SV SHEET VINYL VCT VINYL COMPOSITION TILE WD WOOD � . � � � -— - -,�' � � 07312-ASPHALT SHINGLES �7300-ASPHALT SHINGLES OVER 06100-SOLID BLOCKING AT 06100-3/4" T&G PLYWOOD � RUBBERIZED ASPNALTIC JOIST BEARING, RE SHEATHING �, SHEET MEMBRANE STRUCTURAL 06100-f2" EXTERIOR PLYWOOD 06100-2x4 fASCIA BOARD �-� 06100-FASCIA BOARD, 2X6 06100-RAFTER, 2X8 � SHEATHING � 06100-2x10 FASCIA BOARD 0 6 1 7 3-P R E-E N G I N E E R E D 0 6 1 7 3-P R E-E N G I N E E R E D 06100-FASCIA BOARD, 2X4 TRUSS TRUSS 07133-SHEET WATERPROOFING ODELL ARCHITECTS, P.C. ARCHITECTURS PLANNINC INTSR10R8 07210—BATT INSULATION, R-38 07260—BATT INSULATION, R-38 32065 Castle Court,s�te�so, E�ergrern,Cdarodo 80439 N Tdephane 3036705980 FaaimBe 3036707162 � Cop�nght Ths document is an uistmmmt of sernces,ond as such remains 09220-3-COAT STUCCO SYSTEM 01200-3-COAT STUCCO SYSTEM `� ihe property of the kchded Permissim fa use of lhis daument is Cmited and cm he extended only by agreement with Oddl Archdetis,P G 06100-tf 2" EXTERIOR PLYWOOD SHEATHING ° '� 09264-CEMENTITIOUS FIBERBOARD 06100-2X6 WODD FRAMING `v 06100-2x6 STUD WALL SOFFIT 06100-2X10 R S FRIEZE BOARD 06100-1/2" EXIERIOR SHEATHING �, 06100-3/EA�&NC PLYWOOD 06100-2X6 WOOD FRAMING � 5H 05400-1/2" RESILIENT CHANNEL °' 07200-3 COAT STUCCO SYSTEM 06176-TRUS-JOIST ROOF 05400-1/2" RESILIENT CHANNEL SYSTEM 061p0-1/2" EXTERIOR PLYWOOD BOTfOM OF BEA�I 09260-GYPSUM BOARD - 06100-1J2" CEMEN11110US FIBER SHEATHING COUGHLIN 8L COMPA:VY INC. • Z " ' ' . 50FFIT BOARD 7-7 1/4 A F F � 5/8 Type X 07260-BATf INSULATION, R-38 ¢ � 06100-1/2" EXTERIOR PLYWOOD 06100-6z6 CEDAR KNEE BRACE EXTERIOR COVERED WALKWAY 06100-�2° EXTERIOR PLYWOOD F SHEATHING @ GABLE END T.O. WALL UPPER LEVEL BETWEEN HEATHING 06100-2X10 R S FRIEZE BOARD VARIES BUILDINGS A AND 8 EXTERIOR STAIRWAY 07260-GYPSU�I BOARD - FACE OF FRAI�ING I 5/8" Type 'X' 0922D-3 COAT STUCCO SYSTEM AT COLUMN BEYOND STUCCO COLUNN BEYOND 6" �� ° 5 ��2� �� L�D ERU�ES STRUC�URAL � 1'-g ��2" 05400-t/2" RESILIENT CHANNEL 06100-HEADER, RE STRUCTURAL � 01260-S�aS TM�BOXRD Y 06100-R S ZX HEAD ° � L � ,9 DETAIL @ TRUSS @ STAIR WALL ,8 TRUSS AT STAIR WALL ,� DETAIL @ GABLE BRACKETS ,6 FALSE ROOF AT TRASH ROOM � zo DETAI �► A9.7 SCALE: t'=1'-0" A9 7 SCALE• 1'=1'-0' A9 7 SCALE: 1'=1'-0" A9.7 SCALE• 1"=1'-0" A9 7 SCALE• 1"=1'-0" O 07538—FULLY ADHERED EPDM O610D—3/4° T&G PLYWOOD I�EMBRANE ROOFING SHEATHING � 06100-SOLID BLOCKING AT 06176-TRUS-JOIST ROOF , . , STRUCTURAL r RF SYSTEM � 00260—CYpSU�I BOARD 5/8" Type 'X' 08700-THRESHOLD � " 07620-BATT INSULATION, R-38 D61D0-EXTERIOR WALL SYSTEM ATTiC , 06100-2X6 WOOD FRAMING � 09220-3 COAT STUCCO SYSTEM 03300-FIBROUS 15400-HOT WATER HEAT TUBES @ �, � � ' 05500-PRE-MANUFACTURED 06100-PRE-ENGINEERED TRUSS _ _ � � � EXPANSION MATERIAL CHILDRENS GARDEN O�I�ER ONLY • �1ETAL GUARD RAIL, ATTACH PER 07210 BATT INSULATION, R 19 � .�..� � 07210-BATT INSULATION R-19 D3300-CONCREIE SLAB ON • �1ANUFAClURER'S REC AND STRUCiURAL � �--� �/] O � . � GRADE �...� P"� � 06100-1 2" EXTERIOR PLYWOOD 03300-CQNCRETE SIDEWALK • 09220-STUCCO WALL BEYOND 06100-1/2" EXTERIOR r--� � i-�-i CON N�OUS EATHING, O � � O EXPANSION I�ATERIAL HEATHING 03300-RELDSTRUCTU AABRIC AS OCCURS, RE; PLANS ANCHOR BOLT, RE• STRUCTURAL • • 06100-3x TREATED WOOD DECKING, � � T 0 WALL 07210-RIGID INSULATION , � RE STRUCTURAL � � � STORAGE VARIES 03300-CONCRETE SLAB ON GRADE 06100-TREATED BOTTOM PLATE a � � , � C� �+ �� RE STRUCTURAL A311 1RASH R00�1 � ° � � � 06100-FACE OF , 07110-BATT INSULATION, R-38 J 07600-SHEET METAL FLASHING .--� � � - - d 1 a Q FRAMING BEYOND STORAGE � � a � p o — — — — " � A31 07133-SHEET WATERPROOFING � O '' 0540U-1/2" RESILIENT CHANNEL � 0610D-1/2° EXTERIOR PLYWOOD � � 4 0 ,��—��-- — a ^ � ^� � � �� 06100-ROOD�UCTURAL 09260-GYPSUM BOARD - 5HEATHING 05400-1/2" RESILIENT CHANNEL � ° � a ^ _ ^ • 06100-WOOD BEAM BEYOND 5/8" Type 'X' A � ti >� � n � n M ° p a — — — _ _� I � �COLUMNS, RE 06100-SPECIAL STUD WALL, � � _ , .. �7260-GYPSUI� BOARD - — — — — , 5/8" Type 'X' 07260-GYPSUI� BOARD - 0 3300 -CONCRETE WALK DROP T 0 W AT DOOR LOCATION, _ _I��— ; ' STRUCTURAL RE� STRUClURAL 5 S T e X RE: STRUCTURAL POUR SLAB d — ——� ¢ ` • , � U7210-BATT INSULATION, R-19 g � � 07260-BATT INSULATION, R-19 a 06100-2X6 W OD FRAMING � THROUGH � DOOR a I_ ,;I I I ° RE. STRUCIURAL 3 3 0 0 -C O N C R E T E W A L L I 3300 -CONCRETE WALL, � 06100-TREAlED 2X6 SILL � - RE STRUCTURA'L � � ' � [1 4 p � 07140-FLUID APPLIED 07210-RIGID INSULAlION 5120 -STEEL ANGLE 3300 -CONCRETE WALL, i o UNIT N OPT VOID RE STRUCT�RAL RE STRUCTl1RAL ° 03300-CAST-IN-PLACE CONCRETE, �� FOUNDA710N WALL, ��p 07133-SHEET WATERPROOFING � FILL, RE• SOILS ENGINEER, CIVIL re structural �� ,5 ROOF @ TRASH ROOM STORAGE ROOM ,4 DETAIL ,3 FDN. SLAB DETAIL @ ENTRY DOORS ,� DETAIL @ EXTERIOR GUARD RAIL „ FLOOR AT STORAGE ROOM TO UNIT WALL BUILDING A � A9.7 SCALE• 1'=1'-0" A9 7 SCALE 1°=1'-D' A9 7 SCALE• 1"=1'-0" A9 7 SCALE� 1'=1'-0" A9 7 SCALE• 1"=1'-0" • �� . ✓ 06100-�2" EXTERIOR PLYWOOD � 06100-3/4" T&G PLYWOOD HEATHING SHEATHING 09220-3 COAT STUCCO SYSTEM • 07538-FULLY ADHERED EPDM 06100-�2" EXTERIOR PLYWOOD 09260-G1PSU�1 BOARD - 06176-TRUS-JOIST ROOF � 5/8 Type X' MEMBRANE ROOFING S��M EATHING I 06100-WOOD 5T11D 06100-1 2 EXTERIOR SHEATHING 07312-ASPHALT SHINGLES 06100-2X6 WOOD FRAMING VARIES 09220=3 COAT STUCCO SYSTE�I 2z6 � 16° 0 C 07210-BATT INSULATION, R-19 TREATED BOTTOM PLATE � DRAWN BY. ECJ 07210-BATT INSULATION, R-38 RE PLAN 07300 BUILDING FELT 03510-GYPSUM CONCRETE, 1" D7920-SEALANT & BACKER ROQ 06100-WOOD BLOCKING, ; 06100-PRE-ENGINEERED TRUSS CHECKED BY 09260-GIPSUM BOARD - treated d- 07210-BATT INSULATION, R-19 5/8° Type 'X' 06100-WOOD BLOCKING, 07600-SHEET METAL FLASHING 06100-3/4° T&G PLYWOOD — 03541 -GIPSUM CONCRETE, 1° treated SHEATHING REVISIONS 01133-SHEET WATERPROOFING 07600-SHEET METAL FLASHING, � � 06100-3/4° T&G PLYWOOD PAINTED d d � SHEATHING v � 06100-CONTINUOUS SOLID RIM No Description Date � 061D0-4X4 ¢ 06100-CONTINUOUS SOLID RIM W/5' SLOPE 09220-3 COAT STUCCO SYSIEM � ° 0 - , �.,. � �- ° D61D0-W00� STUD a T 0 WALL � J N h RE PLAN FOR DIMENSION 03300-CAST-IN-PLACE CONCRETE; a � VARIES Z o o iREATED BOTTOM PLATE FOUNDATION WALL 07210-BATT INSULATION, R-38 � �� o �; •� 04853-THIN VENEER STONE (�I METAL LATH a 05400-1/2" RESILIENT CHANNEL � ¢ N O 06100-ROOF SHEATHING + 0 3 3 0 0-C O N C R E T E S L A B O N 07600-METAL FLASHING a Q RE STRUC1URAL `° " ¢ -�� AND DRIP 5/8 Type X Q 05400-1/2" RESILIENT CHANNEL � GRADE, RE• STRl1CTURAL � � 09Z60-GYPSUM BOARD - 02200-GRAQE, VARIES +, � � - 6173 -PRE-ENGINEERED , a 06100-EXPOSED WOOD BE � 1RUSS 09260-GYPSUI� BOARD - a a d =__ _ RE STRUCIURAL - 07210-BATT INSULATION, R-38 5/8" Type 'X' ° a ° - — — — � ' EXIT STAIR WALKWAY 06100-�EATHI GRIOR PLYWOOD 06176-TRUS-JOIST FLOOR ° 06100-2X6 WOOD FRAI�IN6 e ; SYSTEM —� � � I I I I I I 06100-TRUS-JOIST ROOF 06100-CONTINllOUS SLOPED LEDGER � °n d a RE SIRUCTURAL 05400-1/2 RESILIENT CHANNEL a + SYSTEM 06100-2X6 WOOD FRAMING � p AT STACR EYOND ISSUE RECORD ; 07140-FLUID APPLIED 05400-1 2 RESILIENT CHANNEL ATTIC � STORAGE � a WATERPROOFING 09260-GYPSUM BOARD - No Descriptian Date A311 5/8 Type X 09260-GYPSUM BOARD - 5/8" Type 'X' 1 COORD SET Jan. 23, 2003 _ 2 DE£IC!! REVIEW SUB6AITTAI Fob 10� 2003 - 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 � ,o FLAT ROOF TO SLOPED ROOF AT BUILDING A 9 TYPICAL PORCH COVER 8 DETAIL @ STONE COLUMN BASE � DETAIL @ FDN WALL, BLDG A & B 6 BEAM AT CEILING TRUSS OVER STAIR AND WALKWAY 4 PRICING SET Apnl 03, zoo3 A9.7 SCALE. 1"=1'-0" A9 7 SCALE. 1"=1'-0" A9 7 SCALE. 1"=1'-0" A9 7 SCALE. 1"=1'-0" A9 7 SCALE. 1"=1'-0" 5 PERI�IT SET June 1D, 2003 06173-PRE-ENGINEERED WOOD TRUSS 06100-if2" EXTERIOR PLYWOOD 07312-ASPHALT SHINGLES SHEATHING SHE . DETAILS 06100-2X6 WOOD FRAMING D7210-BATT INSULATION, R38 06100-ROOF SHEATHING, 09220-3 COAT STUCCO SYSTEM CONTiNUOUS CANT STRIP RE. STRUCTURAL 07210-BATT INSULATION, R-19 06100-�2° EXTERIOR PLYWOOD WALKWAY UWIT , � 092fi0-GYPSUM BOARD - 07133-SHEET WATERPROOFING HEATHING 07600-SHEET METAL FLASHING 07536-FULLY ADHERED EPDM AND COPING 5/8" Type 'X' 06100-CONTINUOUS SOLID RIM ME�IBRANE ROOFING , 07600-SHEET �IETAL DRIP 09260-GYPSU�I BOARD - T.O. PARAPET FRAMING 09260-GIPSUM BDARD - , 07133-SHEET WAlERPR00FING 06100-3X DECKING 5/8" Type 'X' 06100-LEDGER, RE STRUCTURAL EL 8258�-0" , 5/8 Type X �F O 07600-METAL FLASHING � 07210-BATT INSULATION, R-19 0721D-BATT INSULATION, R-19 Q.��;••""�� '' 06100-TREATED BOTTOM PLATE, ;, o � AND DRIP 0fi100-3/4" T&G PLYWOOD 07210-BATT INSULATION, R-19 � ' '9Q 2X6 _� j ',, , , SHEATHING y r m ;O 06100-CONTINUOUS SOLID RIM " � t �' deil �,� ANCHOR BOLT, RE: STRUCTURAL 06100—WOOD fASCIA BOARD � � •2UL5 .;� a 2z4 0 9 2 2 0-3 C O A T S T l 1 C C 0 S Y S T E M 0 9 2 2 0-3 C O A T S T U C C O S Y S T E M F••., ',•�U 033D0-CONCRETE FOOTING, a a a � S `:� a a 1 n� '°^•.e..e.�>•° '� �- 06100-WOaD FASCIA BOARD � 03541 -GYPSUM CONCRETE, t FD �,�'4G'� �� FOUNDATION AND SILL, 2x1p 06100-CONTINUOUS LEDGER, 03510-GIPSUM CONCRETE, 1 � n , II �D RE STRUCTURAL� �� ° d a RE STRUCTURAL 06100-1f 2 EXIERIOR PLYWOOD 06100-1�2 EXTERIOR PLYWOOD ��`'rs`'�'1'°� `f' l 09220-3 COAT STUCCO SYSIEM SHEATHING SHEATHING J � , ° � c a a 06100-1�2" CEMENTITIUOS FIBER ' �' 06100-3/4° T&G PLYWDOD 06100-3/4° T&G PLYWOOD , � � � ° SOFFIT BOARD, PERFORATED ;,� 1 ' SHEATHING 07210-BATT INSULATION, R-19 07210-BATT INSULATION, R-19 SHEATHING � a � 06100-1 2° EXTERIOR PLYWOOD , � � D ( a , 06100-WOOD FRIEZE BOARD � UNIT 06176-TRUS-JOIST RDOF � 2x10 �'� - HEATHING - - PROJECT N0.• 021D n � a a / � 05400-RESILIENT CHANNEL � , SYSiEM 06100-2X6 WOOD FRAMING � � a �s�� SHEATHING�OR PLYWOOD ';� ��2� 07210 BATT INSULATION, R-19 ��s SYSTEMOIST ROOF 05400-1 2° RESILIENT CHANNEL 06176-SYSTEMOIST ROOF ;h / DATE June 10, 2003 07300—BUILDING FELT 09260—GYPSUM BOARD, 09260—GYPSUM BOARD — ` FlLL, RE: SOILS ENGINEER, CIVIL 5/S° Type X' 06100—2X6 WOOD FRAMING 05400—1/2° RESILIENT CHANNEL 5/8" Type X' 05400—1/2" RESILIENT CHANNEL � 09220—3 COAT STUCCO ��'� , 06100—2X6 WOOD FRAMING DRAWING NO.: SYSTEM 09260—GYPSUM BOARD — 09260—GYPSUM BOARD — � 1—p" 5�g° Type X 5/8" Type X 06100—WOOD STUD TRASH ROOM EXTERIOR 2z6 FRAMING 5 DETAIL @ SNOWGUARD 4 EAVE DETAIL AT BLDGS. A AND B 3 WALKWAY TO EXTERIOR WALL AT BUILDINGS A AND B z PARAPET AT TRASH ROOM ROOF , FLOOR AT EXTERIOR WALL ' A9.7 SCALE. 1'=1'-0" A9.1 SCALE 1 1/2'=1'-0' A9.7 SCALE t'=1'-0" A9.7 SCALE 1'=1'-0" A9 7 SCALE 1 =1-0 ' � � � � � z � 06100-2x6 STUD WALL, BEARING � 07200-SOUND INSULATION 06100-RS 2z8 TRIM BOARD � 06100-WOOD STUD • • � x , 06100-RS 2x10 TRIM BOARD 06100-RS 2x TRI�I BOARD, SIZE 2x6 KNEE WALL �1 VARIES, RE ELEVAIIONS 0 D E L L A R C H I T E C T S, P.C. , 06100-RIM BOARD � � 07460-VINYL GABLE i � 06100-2z HEADER, RE STRUCT ARCAITECTURE PLANNINC INTERIOR9 VENT, SCREENED ` 09200-GYPSUM,BOARD, 5�8" (� 32�65 Cnstle Court,s�te�so, E�ergreen,Cdarodo 8(1439 07600-SHEET METAL FLASHING � t e X `� � � Tdephone 30J6705960 Faaimle 3036707162 �LAYERS � RIM BOARD ' 061�D-2z HEADER, RE STRUCT 06100-RS 2z TRIM BOARD, SIZE 07200—3 COAT STl1CC0 VARIES, RE ELEVAl10NS ' cop�nynt ms documa�t s an mstmmmt at sernces,und as such remains SYSTEh�I L 1he prc�paty of the Architecf Permrssian fa use of lhis davment�s Imled EXTERIOR � 07200-3 COAT STUCCO and cm be extmded anly by agreenent with Oddl Archdects,FG 07600-FLASHING TAL COl1NTER 09200-GYPSUM BOARD, 5/8° INTERIOR I INTERIOR INTERIOR � �� INTERIOR -SYSTEM type X D4200-THIN VENEER STONE ' EXTERIOR J 05800 ROOF BELLOWS, ROOF TO Z SY51EM � . WALL EXPANSION JOINT COVER 07600-SHEET METAL � 03510-GYPSUM CONCRETE, 1" THICK FLASHING °° � 07300-BUILDING FELT � 07300-BUILDING FELT 06100-TREATED WOOD BLOCKING 06100-3/4 T&G PLYWOOD � . � D73U0-TEXTURED � , `' 06100-1/2" EXTERIOR SHEATHING � 06100-1/2" EXTERIOR SHEATHING 07600-SHEET METAL FLASHING ASPHALT SHINGLES ,-'� 07200-SOUND INSULATI�N .. ' 06100-TRUSS JOIST FLOOR SYSTE�I , ^' f 07200-3 COAT STUCCO 5 , � SYSTEM 06100-2x6 STUD WALL FRAMING � 06100-2x6 STUD WALL FRAMING , � T 0 CONCRETE VARIES � GO�GHI.IN�L COMPA:VY INC. ,-'�� 4 d ,'r� 07900-SEALANT & BACKER ROD , I� � 07900-SEALANT & BACKER ROD � RE STRl1CTURE � . � 05400-1/2' RESILIANT CHANNEL �—� „ i c� � „ � ° 09200-GIPSUM BOARD, 5/8 09200-GYPSUM BOARD, 5/8 07200-3 COAT STUCCO 09200-GYPSUM BOARD, type °X° � type °X" SYSTEM 2 LAYERS 1/2° JAMB OR HEAD JAMB OR HEAD a � 03300-HAZARD MITIGAIION WALL E RE: ELEVATIONS HEAD OR SILL RE: ELEVAIIONS HEAD OR SILL RE• ELEVATIONS RE� ELEVATIONS � 06100-RS 2x10 TRIM BOARD 06100-RS 2x10 TRIM BOARD � � o � zo DETAIL@ CGLC DORMER ,s DETAIL ,a DETAIL ,� DETAIL ,s DETAIL � A9.8 SCALE 1 1/2'=1'-0' SCALE: 1'=1'-0' SCALE: t"=1'-0" SCALE: 1'=1'-0" SCALE• 1'=1'-0' � O � ��J 06100-?x6 STUD WAII 06100-MICROLAM RE STRUCT ��j - � 06200-WOOD SIDING; vertical groove panel 06100-JOIST HANGER !� � 07100-VAPOR BARRIER, plastic � � � r--� - � 06100-1/2" EXTERIOR SHEATHING � � � � � � �"� C� � 07600-SHEET METAL FLASHIN O � 4� O • � • • � � � i�l �"'' � ��,- . '� V 061�0-PREFABRICATED WDOD TRUSS 06200-2zi2 WOOD TRI � � � 06100-WOOD BEAM, RE STRUCT � � �''~ - � � � C� 06100 WINDOW HEADER, RE STRUCT > > A � W � � 15400-HOT WATER HEAT TUBES, � 06200-WOOD TRIM �; UNDER SUBFLOOR ¢ 06200-V-GROOVE � 06200-WOOD JAMB EXTENSIDN 06200-V-GROOVE � WOOD PANELING � 08600-ALUM CLAD, WOOD WINDDW WOOD PANELING o D7900-& SEARANT ��_9 ��2� � "' 03300-CONCRETE SLAB ON 07200-3 COAT STUCCO � ,� 03300-CONCRETE SIDEWALK GRADE, W/ WWF SYSTEM � � � � � �� ,5 DETAIL ,4 DETAIL ,3 DETAIL AT CGLC WINDOW SEAT SOFFIT ,� DETAIL AT STAIR OVERHANG AT CGLC 11 DETAIL AT CGLC ENTRY � SCALE• 1'=1'-0' SCALE• 1'=1'-0° SCALE• 1"=1'-0" SCALE• 1"=1'-0" SCALE• 1'=1�-0" • �y �� . 07200-BLOWN IN INSULATION R38 07600-SNOW GUARD � • DRAWN BY. ECJ � 06100-WOOD BLOCKING � � 07300-TEXTURED ASPHALT SHINGLES CHECKED BY 2'-0° � � OVER ROOFING FELTS � � 06100-5/8" ROOF SHEATHING � � 06100-PREFABRICAlED WOOD 1Rl1SS REVISIONS. 2x12 TAIL 12600-CUSTOM CUSHION, BY OWNER � — — — — � — — — — — — — — — — — — — — 062�0-2x4 BLOCKING No. Description Date 06100-3/4' PLYWOOD / � / , � D62D�-tx4 FASCIA BOARD 06100-WOOD SlUD, 2x4 FRAMING � � � � 07600-SHEEf METAL � �., , 06200-WOOD TRIM � ;� " � DRIP Q — - - -I —I— - - —I— I- - - — - - - - - `�` — — - - - - - o - Q� �- N 09200-GIPSUM BOARD, 5/8° � — — — — � 06100-2z6 WOOD STUD � 06200-WOOD BASE � — — — — — — — — — — — — — ' — — — — — — � ^ 09200-GIPSUM BOARD Q - 1'-10" 5/8 Q � ,, � � � II ---�---------�---------l---------�-- ,. � 2�_8° �� 062D0-2x12 FASCIA BOARD ISSUE RECORD " D62D0-V-GROOVE WOOa PANELING 07700-CONTINUOUS SOFFlT VENT No Descnption Date 1 PEC July 15, 2D02 , ; 2 PRICIt10 3CT Auy 09, 2002 ��. - ,o DETAIL @ CGLC WINDOW SEAT ��' $ DETAIL � DETAIL 6 EAVE DETAIL@CGLC 3 PEC 2 Aug 16, ��z 4 PEC 3 Sept 13, 2002 A9 8 SCALE. t'=1'-0" SCALE 1"=1'-0" SCALE. 1`=1'-0" SCALE. 1"=1'-0" a 05100-STEEL LINTEL, Re Struct - SHEET CONTENTS. DETAILS 06100—PREFABRICAIED 1400D TRUSS 07300—TEX1URm ASPHLAT SHINGLES n 073�D—RDOFlNC FELT I I � � o�oo-s��r uEtu Fus�iNC I — � O � 06200-WOOD JAMB EXTENSIDN 07500-9Nq.E PLY NEIIBRANE I I ROOFING mechmically oltached � ( 08500-ALUMINUM CLAD WINDOW Ofi100-2x IIDGFR BOARD I i ( O ( 0610�—Jq5T HANGER � � �Q'��''�'•• C••� � II _ � L - - -- - a �' �90 I I r � 06100-2x6 TREATED WO(� BLOCKING a me t O I O O O O I 06100-2x4 WOOD STUD, FURRING � ° : Edward Odell �� I I 0 7 2 0 0-B A T T I N S U L A T 1 0 N, R 1 5 ' �-20II9 : : I I � a �.�; ; � II � - - - - - � r - - - - - J �'F,y ,.•�,�k.v ( -�� 03300-CAST-IN-PLACE CONCRETE, o SFD......G� . '1 U610D-1z ROOF RAFIER i ° AR I I FOUNDATION WALL a °B20D woo�o°P�a�NC I — � � 07200-3 COAT STUCCO SYSTEM 07900—BACKEH ROD � I i O i i �s�Ni 07100-WATER REPELLENT COATING aa onoo-��sNCCO I — I O I 02200-GRADE, VARIES PROJECT N0: 0210 u L - - J Z a DATE Sept 1S, 2002 � 4 4 t � � — DRAWING NO• � - - - d - -_ -_ Q - - - - Q 5 DETAIL AT ROOF PORCH, CGLC 4 DETAIL 3 DETAIL z DETAIL , DETAIL AT NORTH WALL, CGLC • SCALE 1"=1'-0" SCALE 1°=1'-0° SCALE 1"=1'-0" SCALE 1"=1'-0" SCALE 1"=1'-0" � � \� � � 09200-5/8" G1P BD, 2 layers Type 'X' ' 00000-G1P-CRETE; 1° pg2pp-5/8° GYP BD, 1 layer � 09200-5/8" GYP BD, 2 layers � 06100-PLYWOOD SHEATHING, Type 'X' 09200-5/8 GYP BD, 2 layers Qgp60-STUCCO, 3 coot system, Type 'X' � 3 4� Type X Paint 07200-BATT INSULA�ON, 09200-5/8" GYP BD, 2 layers � 00000-GYP-CRETE, 1" Type 'X' 07200-SOUND BATT R-19 r 0920U-5/8" GYP BD, 1 layer 07200-SOUND BATT 06100-PLYWOOD SHEATNING, INSULATION Type 'X' a '' 03300-CONCRETE TOPPING ,o INSULATION, 3�q° 06100-2x STUD WALL, Re 01200-BATT INSULATION, 0 D E L L A R C H I T E C T S, P.C. � 03300-CONCRETE TOPPING SLAB Re Structural 06100-2x STUD WALL; RC � wall types for thickness � R-19 ARCHITECTURS PL9NNINC INTERIDR9 06100-11 7/8" TJI, 07200-SOUND BATT wall types for thickness SLAB, Re Structural 07000-RIGID INSULATION, 3° 0 32065 Castle Caurt,�,�t��so, Ever reen,Cdarado 80439 Re Structural INSULATION ' 033��-CONCREIE TOPPING 06100-2x STUD WALL, Re Td hane 3113 6 70 5980 Fo��m� 3036701162 SLAB, Re Structural wall types for thickness � 03300-CONCRETE STRUCTURAL , � " TOPPING SLAB, R2 „ Copynght Ths documa�t is an mstmment of sernces,ond as such remnms a , 07000-RIGID INSULATION, 3 Structural 09200-5/B GYP BD, 1 layer ihe property o(ihe Mchded Permissian fa use of lhis doament�s Im1ed T�g X and cm he adended anly by agreement with Oddl Archdals,P C ' � � T.O, CONCRETE EL 100'-0' a 09260-STUCCO, 3 coat system, a 4 a Pmnt 09260-STUCCO, 3 coat system, 09200-T�8",XYP BD; 2 layers � � 09260-STUCCD WEEP SCREED Paint ` a � , ; 07200-BATT INSULATION, ,�' � 09200-5/B GYP. BD, 1 layer R-ig n Q a Type 'X' ea side a a 06100-2x STUD WALL; Re a ° 00000-FIBEROUS EXPANSION woll types far thickness � a ° a � p Q p MATERIAL 03300-CONCRETE WALK, . DODUO-Re Room Fmish Q GO�GHI,IN 8L COMPA'�Y INC. Re civ�l for construction , plan�fare floor fn sh 06100-11 7�8" TJI, `� ° � Re tructural � � ° ° ° ° ° ° ° � ° details 03300-CONCRETE SLAB 06100-2x BLOCKING, d ° � ° o , ON GRADE; Continuous to web for� I N SET 4 4 Re Structural tlraft stop; See °INSET 1' 09200-5/8"GYP BD, 1 layer _ 09200-5/B"GYP BD; 1 layer 09260-STUCCO, 3 coat system, Paint 09200 5/8" GYP BD, 1 layer T e X on resilient Type X on resdient � � �P 07200-SOUND BATT Type X on resil�ent annel 03300-CONCRETE STRUCTURAL 00000-CONCRETE WALL, SLOPE 1/4" PER FOOT _ _ cf�annel channel INSULATION TOPPING SLAB, Re Structural drawin s 09200-5/8 GYP BD, 1 layer _ 09200-5/8°,GYP BD, 1 layer R Re wall t es & a 07200 SOUND BATT 06100-2z STUD WALL, e Structural 9 � � a Q a Type X ea side INSULATION Type X ea side wall types for thickness 03410-PRE-CAST CONCRElE 03410-PRE-CAST CONCRETE � � a Q � 06100-2x STUD WALL, Re �Str-uBtural�draw ngs 9 a wall types for thickness Structural d'rawn s o � a ,9 DETAIL ,8 DETAIL ,� DETAIL ,6 DETAIL � a . , . . . . . , . . , . � I I I I I I I SCALE: 1 =1-0 SCALE• t =1-0 SCALE• 1 =1-0 SCALE: t =1-0 O ' a I- a a � 07300-ASPHALT SHINGLES, � I Textured �� a � � 00000-SHEET ME�IBRANE � Q 09260-STUCCO, 3 caat system, 06100-ROOF SHEATHING, 5/8" - Paint � 06100-WOOD FRAMING, � � � a 06100-2x STUD WALL, Re . wall types for thickness �� - � - _ 09200-5/8"GYP BD, 1 layer 09200-5/8 GYP BD, t layer Re Structural � .';� _ a � � T�e 'X � � � � Y _ a o� Type X 06100-PRE-ENGINEERED � � � � ROOF TRUSS O � O � 09260-STUCCO, 3 coat system, � Q> a ' � Pamt - , 09200-5/8" GYP BD, t layer 076� FLASHI GETPrefinished � � ~ _ Type 'X' ea side � — � � � �i � � - a a 09260-STUCCO, 3 coat system, � 07300-ASPHALT SHINGLES, � � •� � a a Paint a � Textured � � ,� � � � � � a ° �' � � C� 0 � - ;, 06100-3x WOOD DECKING, � � � a Stain 07600-SHEET METAL DRIP A Q FLASHING, Prefinished .�.� Q a 07600-SHEET I�ETAL � 6� FLASHING, Prefimshed � 06100-FASCIA BD, 2x4 D0000-SOFFIT, Cementitiaus over Zx10, Stain � � I 09200-5�8� GYP BD, 2 layers 00000-SHEET MEMBRANE Fiber Bd ' � I o TeX o' 00000-SOFFIT, Cementitious � � 06100-6x10 LEDGER, 06100-ROOF SHEATHING, 5/8" 09260-STUCCO, 3 coat system, Fiber Bd � I i � ° Re Structural 06100-WOOD FRAMING, Paint � � � 09200-5 8 GYP BD, 1 la r 06100-FRIEZE BD 6x10 Stain 1'-0" MIN 0760D-J-METAL Re uStructural Tqpe 'X' � 09260-STUCCO, 3 coat system, � � 03300-CONCRETE f00TING, 09200-5/8 GYP BD, 2 layers Paint Re Structural 092fiD-STUCCO, 3 coat system, Type 'X' 00000-FOUNDATION DRAIN, Paint 09200-5/8" G1P BD, 1 layer Re Soils Report for Type 'X' reqwrements 06100-2x STUD WALL, Re � wall types for thickness �y � �- ,5 DETAIL ,4 DETAIL ,� DETAIL „ DETAIL ._ . . •_��_p• SCALE. 1'=1'-0' SCALE• 1"=1'-0' � SCALE t -1-0 SCALE 1 - �� r � 4 03300-CONCRETE T(WPING SLAB, Re Structural 09260-STUCCO; 3 coat system, Paint 033p0-CONCRETE STRUCTURAL TOPPING SLAB, Re / � ' � 06100-2x S�D WALL, Re 09200-5 8" GYP BD, 1 la r woll t es for thickness Structural 09200-5/8" GYP BD, 2 layers Type X ° ' D n DRAWN BY: ECJ Type 'X' 09200-5/8 GYP BQ, 1 layer 06100-3x WOOD DECKING, Type 'X' CHECKED BY Stain p , 09260-STUCCO, 3 coat system, Paint T0. DECKING REVISIONS. EL VARIES 06100-Re�SB ucM aND LEDGER, a o No Descnption Date , a ° 09260-STUCCO, 3 coat s tem, �' 0920� T�e X� BD, 2 layers � � o _ 06100-2x WOOD FRAMING Q Paint � � 00000-SOFFIT, Cementitious Q ° � 07200-BATT INSULATION, O O 09200-5/B°,GYP BD, 1 layer p R-�g � 4 � a Q O O < Fiber Bd 07600-SHEET METAL � Type X' ea side p FLASHING, Prefinished 06100-2x S1llD WALL, Re 00000-J-METAL wall types for thickness d 09200-5 8" GYP BD, , , � 06100-3x WOOD DECKING, r � d � � 06100-ROOFEIRUSS RED �� layers Type X �y '� 0 OOD00-Re Room Finish Stain 4 4 a a - Schedule and floor � lan for floor finish 06100-6x10 LEDGER, 09260-STUCCO, 3 coat system, ledger o Y o Q o ' p Pamt Re Structural 07600-J-METAL � 03300-CONCRETE SLAB � � � ' 07200-BATT INSl1LAllON, 09260-STUCCO, 3 coat system, � o�� ' ON GRADE, 07600-J-METAL, I � Re Structural Where applicable 01200-BATT INSULATION, R-19 Pamt R-38 1, � ` ' 00000-Re wall types for p 09200-5/8" 6YP BD, 1 layer 06100-2x ST�U�D WALL, Re wall t es for thickness ISSUE RECORD ' wall finish � d Type 'X' on resilient Q Cflannel � 09200-T/8',XYP BD; 1 layer No. Descnption Date 00000-CONCRETE WALL, p , � Q a Re� wall types & 09200-5/8 GYP BD, 2 layers Structural drawings Type 'X' Q 1 PEC July 15, 2002 a 03410-PRE-CAST CONCRETE . � ,� DOUBLE TEE, Re 2 PRICING SET Aug 09, 2002 � o a a 5tructural drawings 3 PEC 2 Aug 16, 2002 � � 9 DETAIL 8 DETAIL � DETAIL 6 DETAIL 4 PEC 3 Sept 13, 2002 Q a I I I I I I SCALE. 1'=1'-0` SCALE. 1"=1'-0" SCALE. 1"=1�-0" SCALE. 1"=1'-0" � a I- - 092�0-5/8"GYP BD, 2 layers _ a - Type X SHEET CONTENTS a 03300-CONCRETE TOPPING 09260-STUCCO, 3 caat system, I SLAB, Re Structural � '� � Paint 09260-STUCCO, 3 coat system, DETAILS - a � 07200-BATT INSULATION, Pamt ` 06100-2x STUD WALL, Re 07000-RIGID INSULATION, 3 wall t es for thickness 03300-CONCRETE STRUCTURAL R 19 09200-T/8°,XYP 8�, 1 layer � - 00000-Re wall types for TOPPING SLAB, Re 06100-wal St�e WforL�th kness � � � 0 09200-Ty/pe X'� BD, 1 layer a wall finish � p O Structural 06100-3z WOOD DECKING, I a 09200-5/8" GYP BD, 1 layer 5tain 09260-PTU{CO3 3 coat system, a p Type 'X' - O L0. CONCREfE 06100-6x10 BEAM AND LEDGER, � EL 100'-0° a T.O. �ECKING � LO DECKING Re Structural I � ° ° aa EL 100'-0" EL 100'-0' , ,`�,. �� ,O� - a - a � ��' �•••• O i � � � erm � ��• ard dell �� 4 ' Z p - � 4 p p �� u-?�s9 � � a a 06100-3z WOOD DECKING, � p � p Q 07600-SHEET �IETAL i�;�F��;•... '<�' � � s� •�� o a Stain � � FLASHING, Prefinished SF�"'PRG`�`� . ,�j d Q 07600-SHEET METAL FLASHING, p ° a � � � � � � 09200-5/8" GYP BD, ' � ``I ", Where applicable a a 06100-3x WOOD DECKING, �2) layers Type 'X' � 06100-6z10 LEDGER, ° � Q � � p � Stain ledger o' I Re Structural a a a a 07600-SHEET METAL � � I 07600-J-METAL; p FLASHING, Prefimshed 07600-J-METAL Where applicable p � p � � � �� Paint � � � � � � � � p 06100-Re10s{E�D6uRal 09260-STUCCO; 3 coat system, � " PROJECT NO• 0210 � I i � � I- 00000-Re wall types for a , DATE Sept 18, 2002 - - wall finish 00000-CONCRETE WALL; T 0 CONCRETE ti �3300-CONCRETE FOOIING; 00000-CONCRETE WALL, 1'-0" �IIN Re Structural Re• wall types dc EL 100�-0' 03300-CAST IN PLACE CONCRETE � Re• wall types & Structural drawings � -FOUNDAl10N DRAIN Structural drawings 03410-PRE-CAST CONCRETE � FOUNDATION, Re Structural DRAWING NO.: , 00000 , DOUBLE TEE, Re .' Re Soils Report for Structural drawings requirements a 5 DETAIL 4 DETAIL 3 DETAIL z DETAIL , DETAIL • SCALE 1"=1'-0" SCALE 1'=1�-0° SCALE 1"=1�-0' SCALE. 1"=1�-0" SCALE t =1-0 , � � 1 � 1 AI � � 09260-STl1CC0, 3 coat system, 073D0-ASPHALT SHINGLES, � Paint Textured 07300-ASPHALT SHINGLES, � Textured x 07600-SHEET METAL 00000-SHEET MEMBRANE � j FLASHING, Prefinished � 00000-SHEET MEMBRANE 06100-ROOF SHEATHING, 5/8° � � p6100-ROOF SHEATHING, 5/8" 0 D E L L A R C H I T E C T S, P.C. 07300-ASPHALT SHINGLES, � ' Textured 061D0-WOOD FRAMING, � � ° 00000-SHEET MEMBRANE Re. St�UCtU�QI \ ARCHITECTURS PLANNINC INTBRIORS � 0 32065 CasHe Court,Swte 150, Evergreen,Cdarado 80439 p 06100-ROOF SHEATHING, 5�8" � Tdephanr 3�36705980 Faaimlc 3o3s�onsz Copynght Ths document rs on mstmment of sehces,and as such remmns a 06100-WOOD FRAMING, \ � p Re StfllCtllfO� ihe property af the Archdecl Perm�ssim fa use of iMs doameni rs rmited � and cm he extended only by agreement with Oddl Archdetts,P C p � — — — — — — — — — — — � 4 � � � � 4 � p p p 06100-FASCIA BD„ 2z4 (�� over 2x10, Stain pg�pp_2x WOOD BLOCKING, `�,�/ COLGHLiN & COMPA�IY INC. � � � 00000-SOFFIT, Cementitious Fiber 6d. 06100-PRE-ENGINEERED WOOD ° d 00000-CONCRETE WALL, TRUSS, Re Structural O61D0-HEAVY 11�IBER FRAMING, , a Re wall types & Re Structural 09200-5/8 GYP BD, 4 layers Structural drowings Type 'X', continuous at � `. floors and trusses � � o � �o DETAIL ,s DETAIL ,a DETAIL ,� DETAIL ,s DETAIL � SCALE• 1"=1'-0" SCALE. 1'=1'-0' SCALE• 1 1/2'=1'-0' SCALE: 1 1/2'=1'-0" SCALE• 1 1/2'=1'-0" � O D9260—STUCCO; 3 coat system, Paint ps�pp—2z STUD WALL, 07200-BATT INSULAl10N, ,^'; 09200-T/8",GYP BD, 1 layer E E R-19 � 06100-2x STUD WALL, Re 07600-SHEET METAL 07300-ASPHALT SHINGLES, 07300-ASPHALT SHINGLES —� wall types for thickness FLASHING, Prefinished � ��—S41FFT�IFI�RRANF � 07300-ASPHALT SHINGLES, �� 07300-ASPHALT SHINGLES, Textured 09200-5�8" GYP 8D, 2 layers 0/300-A51'HALI SHIN6LtJ, „ Tcxiurcd Tcxfurcd � ' Type 'X' � � Textured 2�_�� 06100-ROOF SHEATHING, 5/8 � 00000-SHEET MEMBRANE 00000-SHEET MEMBRANE 00000-SHEET MEMBRANE � � / 00000-Re Room Finish � � 06100-WOOD FRAMING, 06100-ROOF SHEATHING, 5/S° 06100-ROOF SHEATHING, 5/8° � '�' � _ . 06100-ROOF SHEATHING, 5/8" � Schedule and Boor � Re Structural � � � � � � 06100-2z WOOD BLOCKING, � plan for floor finish ` 06100-WOOD FRAMING, 06100-2x WOOD BLOCKING, � � � � Re Structural � " D3300-CONCREiE TOPPING � � � 09200-5/8" GYP BD, 3 layers O � � 09200-T/8e,GYP BD, 1 layer SLAB, Re Struciural ' D0000-SHEET MEMBRANE ` ` � ` Type 'X' �+ � � � ;'� 061D0-ROOF SHEAIHING, 5/8" � � I � ''~ 06100-PRE-ENGINEERED WOOD 07000-RIGID INSULATION, 3" � ` ` 06100-PRE-ENGINEERED WOOD C ■ , � � � TRUSS, Re Structural O61D0-WOOD FRAMING, � TRUSS, Re Structural T�� 03300-CONCRElE STRUCIURAL Re Structural �- � � Q.� '� � TOPPING SLAB, Re � Structural A 0 r--� '� 09200-5/8 ,GYP BD, 2 layers 03410-PRE-CAST CONCRETE Type X � '�'� � - ET METAL 076IX1-SHEET METAL �`'� � � � � U7600 SHE DOUBLE TEE, Re FLASHING, Prefinished Structural drawings — FLASHING; Prefinished ^ � a a a a � � F � � � 06100—FASCIA BD; 2x4 � 06100—FASCIA BD; 2x4 ',� a a a a over 2x1�, 5tam /� � over 2x1 D, Stain Q 00000-SOFFIT, Cementitious a 0760D-SHEET I�ETAL 09200-5/8° GYP BD; 1 layer �V 092�0-5/8° GYP BD, 1 layer � FLASHING Prefimshed Type 'X' on resilient ° Fiber Bd � Type 'X' on resilient cf�annel � 06100-FASCIA 8�, 2z4 cf�annel � { 06100-FASCIA BD, 2x4 a � � � over 2x10, Stain � ' 09200-5/8° GYP BD, 2 layers a ° a a p ° over 2x10, Stain o ;� � 092D0-5�8° GYP BD, t layer T e 'X' a a ° O�OOD-SOFFIT, Cementitious 00000-SOFFIT, Cementitious T e X 00000-SOFFIT, Cementitious � a 07600-SHEET �IETAL � p Fiber Bd Fiber Bd � � Fiber Bd � p � p FLASHING, Prefinished ° 07200-BATT INSULATION, 07200-BATT INSULATION, n 06100-FRIEZE BD, 6z10, Stain R-19 � � � � � � �' � � � � a 06100-FRIEZE BD, 6x10, Stam � � � � � � ° 06100-fRIEZE BD, 6x10, Stain 06100-FRIEZE BD, 6x10, Stain R-19 06100-2z STUD WALL, Re o � 07600-J-METAL 07600-J-I�ETAL 06100-2x STUD WALL, Re � 07600-J-�IETAL 07600-J-�fETAL � � wall types for thickness wall types fa thickness p 09260-STUCCO, 3 coat system, 09260-STUCCO, 3 coat system, 09260-STUCCO, 3 c�at system, 09260-STUCCO, 3 coat system, �y Paint Paint Paint ain OOOOD-CONCRETE WALL, � Re wall types & � Structurai drawings ,5 DETAIL ,4 DETAIL ,3 DETAIL �� 11 SCALE• 1 1/2°=1'-0' SCALE• 1 1/2'=1'-0' SCALE• 1 1/2°=1'-0' SCALE: 1 1/2"=1'-0" SCALE: 1 1/2'=1'-0" • �� r �. 09200-5/8'GYP BD, 2 layers 09260-STUCCO; 3 coat system, � Type X Paint 00000-GYP-CRETE, 1° � 092D0-5/8° GYP BD, 1 layer ' 09260-STUCCO, 3 coat system, Type 'X' 06100-PLYWOOD SNEATHING, Q Paint 06100-2x WOOD BLOCKING, 00�00-GYP-CRETE, 1° D9260-STUCCO, 3 coat system, 3/4 � ° 076D0-SHEET METAL o� Paint ° 07600-J-METAL 01300-ASPHALT SHINGLES, � FLASHING, Prefinished 06100-PLYWOOD SHEATHING, 07200-SOUND BATT 1/4" � ° � Teztured � 3�4" DRAWN BY. ECJ 09200-5/8"GYP BD, 1 layer INSULATION ° 06100-2x10 WOOD WIINDOW / 07300-ASPHALT SHINGLES, Type X 06100-11 7 8" T�, � � � CASING, Stain / Teztured _ _ _ 07200-SOUND BATT CHECKED BY 061D0-3x WOOD DECKING, Re �tructural 00000=SHEET MEMBRANE p / i - ` INSULATION 07200-BATT INSULATION, 06100 ROOF SHEATHING, 5/8 / R-38 Stain 00000-SHEET MEMBRANE 06100-11 7 B" TJI, ° 06100-PRE-ENGINEERED WOOD � ' Re �tructural 06100-PRE-ENGINEERED WOOD REVISIONS. TRUSS, Re Structural ; 06100-ROOF SHEATHING, 5�8 1RUSS, Re Structural Q7600-SHEET METAL 0610�-PRE-ENGINEERED WOOD � ' � p' � FLASHING, Prefinished TRUSS, Re Structural No. Descri tion Date 06100-FASCIA BD, Zz4 092D0-T�8",XYP BQ, 2 layers Q over 2x10, Stain 06100-Zz WOOD SILL, Stain ODU00-SOFFIT, Cementitious 0 Fiber Bd 0 D7600-SHEET METAL 06100-FRIEZE BD; 6x10, 5tain Q FLASHING, Prefinished 09200-5/8° GYP BD 1/4� � ° �" 07600=J-METAL � 0 , , , a 09260 STUCCO, 3 coat system, Q - �2) layers Type X � � 9 Paint 07600-J-METAL ° � ° � 09200-5/S"G1P BD, 1 layer Type X' on resilient led er 09200-5/8" GYP BD, 1 layer _ 4� 09200-5/8"GYP BD, 1 layer a ° Type X' . � � cf�annel 09260 STUCCO, 3 coat system, Typ e X on resilient � � 09200-5/8 GYP BD, 4 layers n Paint Type X, continuous at . 09200-5/8 GYP BD, 1 layer o cf�annel 06100-2x10 WOOD TRIM, Stain � 6 09200-5/8"GYP BD, 1 layer floors and trusses ' Type 'X' ISSUE RECORD 09200-5 S" GYP BD, 2 la rs ° � ° Type X' on resilient 07200-BATT INSULATION, Ty/pe 'X' � a 07600-J-METAL ,� channel R_�g No. Descnption Date p � � 07200-BATT INSULATION, 09260-STUCCO, 3 coat system, / ", ye R_19 � Paint 092� Type X� BD, 2 la rs wall t es for thickness 06100-2x STUD WALL, Re 06100-2x STUD WALL, Re 00000-CONCRETE WALL, � 1 PEC July 15, 2002 - ^�° ��,°� r�� u°�h��°� Rtructu�rai draw n�gs � 07200-RA19 INSULATION, � PRI(`ING SFT Aua 09 70�7 � 06100-2x STUD WALL, Re 3 PEC 2 Aug 16, 2002 . ,o DETAIL 9 DETAIL $ DETAIL � DETAIL wall types for thickness 6 DETAIL 4 PEC 3 Sept 13, 2002 SCALE. 1 1/2'=1'-0' SCALE. 1 1/2"=1'-0' SCALE. 1 1/2"=1'-0' SCALE 1 1/2"=1'-0" SCALE. 1 1/2'=1'-0" - 09200-5 8 G1P BD, 2 layers ' Type 'X' 09260-STUCCO, 3 coat system, �9260-STllCCO, 3 coat sysiem, 09200-5/8° GYP BD, 2 layers 00000-G1P-CRETE, 1" 07300-ASPHALT SHINGLES, Paint Paint Teziured Type 'X' 09200-5/8",GYP BD, t layer 0920D-5/8"GYP BD, 1 layer , - 06100-PLYWOOD SHEATHING, SHEET CONTENTS 00000-SHEET MEMBRANE Type X Type X 07200-RA191NSULATION, 07200-SOUND BATT 3/4p INSULAIION, DETAILS @ BUILDING C 06100-RODF SHEATNING, 5/8" 0760D-SHEET METAL 07600-SHEET METAL 06100-2z STUD WALL, Re 07200-SOUND BATT FLASHING, Prefinished fLASHING, Prefinished 06100-2x STUD WALL; Re� 06100-WOOD FRAMING, p � � ,,; wall types for thickness woll types for thickness � INSULATION Re Structural 07300-ASPHALT SNINGLES, „ 07300-ASPHALT SHINGLES, OOD�O-Re Room Finish 06100-11 7�8 TJI, D7600-SHEET METAL DRIP Teztured ° 092IX1 T/8 X1P BD; 2 layers Textured ' � a Schedule and Floar 09260-STUCCO, 3 coat system, Re tructural FLASHING, Prefinished 00000-SHEET ME�IBRANE 00000-SHEET MEMBRANE ' plan for floor finish Paint � , 07200-BATT INSULA110N, � 00000-CONCRETE WALL, a q �6100-FASCIA BD, 2z4 06100-ROOF SHEATHING, 5/8° � � R-19 �6100-ROOF SHEATHING, 5/S° 0330�-CONCRETE TOPPING Re wall types & 09200-5/8 GYP 8D, 2 layers ; Y over 2x10, Stain i SLAB, Re Structural Structural drawings � Type 'X' � 06100-WOOD FRAMING 06100-2x STUD WALL, Re 06100-PRE-ENGINEERED WOOD ° ° ° i ' wall t es for thickness 07000-RIGID INSULATION, 3" 0720a-BATT INSULATION, � Re Structural YP TRUSS, Re Structural a R_19 � OF Cp i i 00000-GYP-CRETE; 1° � . � � ,`Q�,��''~••. �... �9 D6100-2x STUD WALL, Re � 06100-PLYWOOD SHEATHING, / � d d � wall types for thickness y' � �o �;p i 3/4 � � o a a �;' , a Udell i� � I— 07200-SOUND BATT — ° p ° ° . �-2U�9 � I 09200-5/8" GYP BD, 2 layers , INSULATION / a i�; � '� Type X' a � ° � ° � ° � ° �Fij•s••... G��'`��C.� � 06100-11 7 8" TJI, ' •� ..... i� 07200-BATT INSULATION, Re �tructural � p � p ° � ° p � FD pR ' R-38 � , 06100-WOOD FRA�IING, C� � � Re Structural p 4 � 4 � ' ' ' 09200-5/8" G1P BD, 1 layer � � 09200-5/S" GYP BD, 1 layzr � Q , cf�annel on resdient PROJECT NO: 0210 UOD00-SOFFIT, Cementitious Type 'X' on resilient ° Fiber Bd cfiannel _ a q q 09200-5/8'G1P BD, 4 layers 09200-5/8"GYP BD, 1 layer DATE Sept 18, 2002 y 06100-FRIEZE BD, 6z10, Stain ; � � Type X, continuous at Type X � 09200-5/8° GYP BD, 2 layers 0920�-5/8" GYP B�, 2 layers 03300-CONCRETE STRUCTURAL 0920a-5/8" GYP BO, 2 layers floors and trusses r 07600-J-METAL " Type 'X' Type 'X' to bottom of stud ° TOPPING SLAB, Re Type 'X' 07200-N�ULATI NTT DRAWING NO.: ` 0720a-BATT INSULAlION, wali, notch truss is needed a Structural � 09160-STUCCO, 3 coat system, R-19 � Re wall t es 06100-2x STUD WALL, Re Paint 03410-PRE-CAST CONCRETE 07200-BATf INSU�ATION, wall t es for thickness 06100-2x STUD WALL, Re: . DOuBtur IEtlrawn s � e � D920D-5/8" G1P BD; 1 layer woll types for thickness 09200-5/8 GYP BD, 1 layer 9 061D� wallFtypels forRthickness Type 'X' Type 'X' on resilient 00000-CONCRETE WALL, cfiannel Re wall types & 5 DETAIL 4 DETAIL 3 DETAIL Structural drawings z DETAIL , DETAIL • SCALE• 1 1/2°=1'-0' SCALE 1 1/2'=1'-0' SCALE 1 1/2°=1'-0' SCALE 1 1/2"=1'-0" SCALE 1 1/2'=1'-0" ' -�- � F „ . � 06100-WOOD SlUD 06100-WOOD STUD 06100-WOOD STUD 0610�-WOOD S1UD '�� CONSTRUCTION, CONSTRUCTION, CONSIRUCTION, CONSTRUC110N, � RE Wall types RE Wall iypes RE Wall types RE Wall types ti � * 09200-5/8" GYP, BD, 2 layers � 09200-5/8" GYP BD, 09200-5/8°G1P BD, 2 layers 09200-5/8° GYP BD,, Type �X' i layer Type 'X' Type X 1 layer Type X 09200—METAL BEAD 09200—METAL BEAD 09200—METAL BEAD 09200—METAL BEAD 0 D E L L A R C H I T E C T S, P.C. ARCHITECTURE PLANNINC INTSRIOR9 08000-VINYL WINDOW OS000-VINYL WINDOW 08000-VINYL IMNDOW 08000-VINYL WINDOW 32065 Castle Court,s,�te��o, E�ergreen,Cdarado 80439 INTERIOR FRAME, Manuf to INTERIOR FRAME, Manuf to INTERIOR FRAME, I�anuf to INTERIOR FRAME, Manuf to Tele�hone� 3036705980 Focsim1e �6�onsz � be determined be determined be determined be determined �p�ghL Ths document is an mstrument o(sernces,ond as sich remmns the property of the kchdecl Permissim fa use af ilus daument rs I'mited and cm 6e atended only by agreement wdh�ddl Archdecis,P C 00 00 00 00 � � � � D � o e � a � COUGHLIN �. COMPA�IY INC. o a � p - , D 09210-STUCCO, 3 caat system, 09210-STUCCO, 3 coat system, 09210-STUCCO, 3 caat system, 09210-STUCCO, 3 coot system, }�n D(TERIOR Paint EXTERIOR Paint D(TERIOR Paint D(TERIOR Paint ��r 09200-5/S" GYP BD, 1 layer 06100-PLYWOOD, 1/2° 09200-5/S" GYP BD, 1 layer 06100-PLYWOOD, 1/2° � Type 'X' Type 'X' � 0 �o DETAIL ,s JAMB BETWEEN FLUSH WINDOWS @ STUCCO ,B JAMB BETWEEN FLUSH WINDOWS @ STUCCO ,� JAMB BETWEEN RECESSED WINDOWS @ STUCCO ,s JAMB BETWEEN RECESSED WINDOWS @ STUCCO � A9.11 SCALE 3'=1'-0' A9.11 SCALE 3'=1'-0' BUILDING (C) A911 SCALE• 3'=1'-0" BUILDINGS (A & B) A911 SCALE 3'=1'-0' BUILDING (C) A9.11 SCALE• 3"=1'-0" BUILDINGS (A & B) � O 06100—WOOD S1UD CONSTRUCTION, � RE• Wall types 092oo-�JA° r,w an, , �� l� �� /� D �� 2 layers Type X INTERIOR INTERIOR � 09200-METAL BEAD �N�� INTERIOR � � � ` 072�0-BATT INSULAiION, EXiERIOR EXTERIOR 07200-BATT INSULATION, D(TERIOR EXIERIOR _ . 08000-VINYL WINDOW R_t9 07200-BATT INSULA�ON R-19 07200-BATT INSULATION p � � � � � INTERIOR fRAME, Manuf to �, be determmed � 06100-WOOD STUD 06100-WOOD STUD 06100-WOOD STUD 06100-WOOD STUD � Q1 CONSTRUC110N, CONSTRUCTION, CONSIRUCTION, .�—� � RON�U{�ON, p RE Wall types RE Wall iypes 4 RE Wall types ° O � � O 061 0 0-W 0 0 0 H E A D E R; 0 6 1 0 0-W O O D H E A D E R; 0 6 1 0 0-W D O D H E A D E R, 0 6 1 0 0-W O O D H E A D E R; � �"' , RE Structural RE Structural RE Structural RE 5tructural �� o 09200-5/8" G1P BD o 09210-STUCCO, 3 coat system, 09200-5/8" G1P BD, 09210-SNCCO, 3 coat system, 09200-5/8" GYP BD 09210-STUCCO, 3 coat system, 09200-5/S" G1P BD, 09210-STUCCO, 3 coat system, � � •� �� 2 layers Type �X' Paint 1 layer Type 'X' Pa��t 2 layers Type �X' Paint 1 layer Type 'X' Paint � � � � 09200-CORNER BEAD 09200-5/8" GYP BD,, 09200-CORNER BEAD 06100-PLYWOOD, 1/2° 09200-METAL BEAD D9200-5/S" GYP BD,, 09200-METAL BEAD 06100-PLYWOOD, t/2" � � -r-+ �� — — 1 layer Type X 1 layer Type X � O � 08000-VINYL WINDOW OS000-VINYL WINDOW FRAME, Manuf to ° A � � � FRAME, Manuf to be determined o a p � � be determined � � � o � � � �O OB000-VINYL WINDOW 08000-VINYL IMNDOW � I fRAME, Manuf to FRAME, �lanuf to be determined be determined � I � . 06100-WOOD TRII�, 5tain - EXTERIOR 09200-5/8" GYP. BD.,, �� 1 layer Type 'X � � ,5 JAMB BETWEEN WINDOWS @ STONE ,4 FLUSH HEAD @ STUCCO JAMB SIM ,3 FLUSH HEAD @ STUCCO JAMB SIM. ,� RECESSED HEAD @ STUCCO JAMB SIM. „ RECESSED HEAD @ STUCCO JAMB SIM. � A9.11 SCALE 3'=1'-0' BUILDING (C) A911 SCALE• 3'=1'-0° BUILDING (C) A911 SCALE• 3'=1'-0' BUILDINGS (A & B) A911 SCALE: 3'=1'-0" BUILDING (C) A911 SCALE� 3"=1'-0" Bl11LDINGS (A & 8) • �� - . �i � INTERIOR EXTERIOR EXiERIOR DRAWN BY: I INTERIOR ( INiERIOR INTERIOR INTERIOR 07200-BATT INSULAiION, � R-19 I . EXTERIOR EXTERIOR � EXTERIOR CHECKED BY -LINE OF WALL -LINE OF WALL -LINE OF WALL -LINE OF WALL 08000-VINYL WINDOW I BEYOND BEYOND Q BEYOND � �' BEYOND FRAME, Manuf. ta 06100-WOOD STUD 08000-VINYL WINDOW � D8000-VINYL WINDOW OB000-VINYL WINDOW be determined CONSTRUCTION, FRAME, Manuf to FRAME, Manuf to FRAME, Manuf to REVISIONS. _RE Wall types ( 09200-5/8y G�BD,, a9200-CORNER BEAD be determined 09200-CORNER BEAD 0 be determined 09200-METAL BEAD be determined 09200-�IETAL BEAD 1 la er T e X o No. Descnption Date 06100 WOOD HEAOER, 07600-SHEET METAL RE Structurol 09200-5/8° G1P BD, 09200-5/S" GYP BD,, 09200-5/8" G1P BD, , FIASHING 09200-5/8" GYP BD,, 07300-BUILDING FELT, 0920D-5/8" GYP BD, 2 layers Type X' p 1 layer Type X 2 layers Type X 1 layer Type X Q 2 layers Type X' 04400-STONE VENEER, Q "AI brsbachRock", 07200-BATT INSULATION, p 07200-BATT INSULATION, 07200-BATT INSULATION, 07200-BATT INSULATION 09200-METAL BEAD I P R_�g R-19 R-19 Q , I � 00000-GR(�1T � Q 01600-SHEET I�ETAL 06100-WOOD STUD 06100-WOOD STUD 06100-WOOD STUD 06100-WOOD STUD FLASHING CONSTRUCTION, CONSTRUCTION, CONSTRUCTION, CONSTRUCTION, Q RE Wall types RE• Wall types RE Wall types RE Wall types 06100-WODD TRIM, Stain p 09210-STUCCO, 3 coat system, � Paint _, OS000-VINYL WINDOW 06100-PLYWOOD, 1 2" FRAME, Manuf to p a / be determined � 09210-STUCCO, 3 caat system, 09210-STUCCO, 3 coat system, 09210-STUCCa, 3 coat system, Paint Paint Paint 09200-5/8" GYP. BD; 06100-PLYWOOD, 1/2" ° 09200-5/8" GYP BD,, p ISSUE RECORD 1 layer Type 'X' 1 layer Type X p No. Descnption Date 1 COORD SET. Jan 23, 2003 s 2 DC3101i RCNCri 3U�MITTAL �cL 10, 2003 � 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2D03 �` ,o WINDOW HEAD @ STONE JAMB SIM. s WINDOW SILL @ STUCCO — FLUSH s WINDOW SILL @ STUCCO — FLUSH � WINDOW SILL @ STUCCO — RECESSED s WINDOW SILL @ STUCCO — RECESSED 4 PRICING SET April 03, 2003 A911 SCALE. 3'=1'-0' BUILDING (C) A911 SCALE 3"=1'-0' BUILDING (C) A911 SCALE. 3'=1'-0" BUILDINGS (A & B) A911 SCALE. 3"=1'-0' BUIIDING (C) A911 SCALE. 3"=1'-0" BUILDINGS (A & B) 5 PER�IIT SET June 10, 2003 SHEET CONTENTS� EXTERIOR �N�� WINDOW DETAILS � ,� IN�I� � I I EXTERIOR DOOR DETAILS �� 08DD0-VINYL WINDOW INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR � D(TERIOR � FRAME, Manuf to be determined -LINE OF WALL I -LINE OF WALL -LINE OF WALL � -LINE Of WALL OB000-VINYL WINDOW -LINE OF WALL BEYOND OS000-VINYL WINDOW BEYOND O 08000-VINYL WINDOW BEYOND 0 08000-VINYL WINDOW BEYOND FRAME, Manuf ta 07900-SEALANT oo� he determined BEYOND FRAME, Manuf io � FRAME, Manuf to FRAME, Manuf to 07600-SHEET METAL 09200-CORNER BEAD be determined 09200-CORNER BEAD � be determined 09200-METAL BEAD be determined 09200-METAL BEAD 07600-SHEET METAL 09200-METAL BEAD FLASHING FLASHING � 07600-SHEET METAL ��J� 07600-SHEET METAL 07600-SHEET METAL 06100-WOOD BLOCKING; �, �F O 06100-WOOD BLOCKING, FLASHING FLASHING FLASHING Treated 09200-5/8° GYP BD• � 09200-5/8" GYP BD,, � 09200-5/8" GYP BD� , � 09200-5/8" GYP BD,, g��,�'''� �''' 09200-5/8" GYP BD, , 2 layers Type 'X' 06100-WOOD BL�CKING, 1 layer Type 'X 06100-WOOD BLOCKING, 2 layers Type X 06100-WOOD BLOCKING; 1 layer Type X ,• '` o 2 layers Type X U6100-WOOD TRIM, Stain �4 ° 07200-BATT INSULATION ° 07200-BATT INSULATION, 07200-BATT INSULATION �e ard Odell �.� 07200-BATT INSl1LATI0N 07200-BATT INSULATION, - R-19 R-19 � u•2U�9 t a a : i�: :G� OOODO-GROUT 06100-WDOD STUD 06100-WOOD STUD 06100-WOOD STUD 06100-WOOD STUD '{ Fi�'••...� ,,.,. ''�� I _/{� CONSTRUCTION, CONSTRUCTION, .`l � CONSTRUCTION, CONSTRUCTION, � 06100-WOOD STUD I RE Wall types ' o RE Wall types p RE Wall types RE Wall types SF�••PRG� V CONSTRUCTION, RE Wall types ' 07300-BUILDING FELT, 09210-STUCCO, 3 coat system, Paint 04400-STONE VENEER, � O61D0-PLYWOOD, 1/2" I Robinsan Rock", 0921D-STUCCO, 3 coat system, PROJECT NO• 0210 "Alpirsboch" 09210-STUCCO, 3 caat system, 09210-STUCCO, 3 caat system, I 09200-5/8" GYP BD, Pamt Paint Paint 1 layer Type 'X' D9200-5/8" GYP BD, 06100-PLYWOQD, 1/2" 09200-5/S" GYP BD,, � 1 layer Type 'X' 1 layer Type X Q DATE June 1D, 2003 J ° � DRAWING NO.: �; , . 5 WINDOW SILL @ STONE 4 WINDOW SILL @ STUCCO — FLUSH 3 WINDOW SILL @ STUCCO — FLUSH z WINDOW SILL @ STUCCO — RECESSED , WINDOW SILL @ STUCCO — RECESSED ' � A9.11 SCALE. 3'=1'-0' BUILDING (C) A9.11 SCALE• 3°=1'-0° BUILDING (C� A9.11 SCALE 3'=1'-0" BUILDINGS (A & B) A911 SCALE. 3'=1�-0° BUILDING (C) A9.11 SCALE 3"=1�-0" BUILDINGS (A & B) _ � � , _ , , ,, •, � �� ,.� � 1 \ _ " — a . 07500-SINGLE PL`t�MEMBRANE � _ ROOFING 09210-3 COAT STUCCO SYSTEM ,'. 07500-RIOOFING SPLICE BRANE � + , U7200-3RD COAT ELASTOMERIC FINISH TO � COVER CON ROL JOINT � 06100-ROOF SHEAIHING 06100-WOOD BLOCKING ,�n1 07200-STUCCO �c�NTROL JOINT, PER I�FG 0 D E L L A R C H I T E C T S, P.C. 07600-SNOW GUARD, 3 PIPE O6'IVO—ZXIO WOOD ARCAITECTURE PLANNING INTERIOR9 FASCIA BOARD D7300-BUIL�ING FELT 07600-SNOW GUAR�, BASE PLATE 32065 Costle Court,Smie 150, E�ergreen,Cdarodo 80439 07300-ASPHALT SHINGLE OVER ROdFING FELT 07600-BOX GUTTER U6100-EXTERIOR WALL SYSTEM Tdephanz 3036705980 Focsimle 3036107162 VARIES PER BUILDING p Copynght Ths documeit is an�nstmment af sernces,ond as�ch remams f� 05100-STEEL BOLT ihe property of the Archdect Permissian fa use of ihis doaimenl is Imled �c and cm be extended anly by agreernent with OdeJl Archdais,P G 4 .I.J.r .J •'C .7' �J''L��N V�i� ��V• ��l�Y 1 '�I♦ i �MfA�. l Nl .1.��, .Y }"�^�� A• ��LSJCJ.]t.b�^�e�. .+L.�� ,,y�°l'2`�L�',rLC� � \ � � � 06100-WOOD BLOCKING �J COI;GHLIN �COMPA:VY INC. 06100-PREFABRICATED WOOD TRUSS 2'-0" o , � . . . • . ,. . 06200-V-GROOVE WOOD PANELING 06100-2x ROOF RAFTER, RE STRUCT 06100-6x ROUGH SAWN CEDAR BEA�1, RE SiRUCT. 06100-6x6 CEDAR POST o � DETAIL AT SNOWGUARD DETAIL AT PORCH OVERHANG, CGLC TYPICAL DETAIL AT STUCCO CONTROL JOINT DETAIL DETAIL � A9.12 SCALE: 1'=1'-0° . � � . � . � . A9.12 SCALE• 1 1/2=1-0' A912 SCALE• 1 =1-0 A9.12 SCALE 3=1-0 A9.12 SCALE: 3"=1-0 O 06100-WOOD STUD 06100-WOOD STllD � CONSTRUCTION, CONSIRUCTION, RE Wall types RE Wall types �� — 09200-5/8" G1P I� BD; �— 09200-5/8° G1P.M BD, � 2 luran TrNc X 1 laycr Typc X � 09200-CORNER BEAD 09200-CORNER BEAD � �a � _ � 08000-VINYL WINDOW 08000-VINYL WINDOW � � �, INTERIOR FRAME, �lanuf to INIERIOR FRAME, Manuf to � � � � � `, � be determmed be determined � � •--� CC3 O � � o , � �' o � � .� � � o � � 0 � � � •� � O � 0 0 00 00 '` A � 00 00 � � } - - - - - - - - 4� � � 09200-5/8" GYPI� BD, 06100-PLYWOOD, 1/2° EXTERIOR 1 layer Type 'X' EXTERIOR , 06100-WOOD TRIM, Stain � 06100-WOOD TRIM, Stoin �� DETAIL DETAIL DETAIL ,� JAMB BETWEEN WINDOWS @ C.F.B. „ JAMB BETWEEN WINDOWS @ C.F.B. � A912 SCALE 3'=1'-0' A912 SCALE• 3'=1'-0° A912 SCALE• 3'=1'-0" A912 SCALE• 3"=1'-0" BUILDING (C) A9.12 SCALE 3"=1'-0" BUIOLDINGS (A & B) • �y . � �, - 0 �o � DRAWN BY: INTERIOR INTERIOR 07200-BATT INSULATION, EXiERIOR EXiERIOR CHECKED BY R-19 I 07200-BATT INSULAl10N � 07460-SIDING, Cementitious 07460-SI�ING, Cementitious 06100-WOOD STl1D Fiber-board over 06100-WOOD STUD Fber-board over REVISIONS. CONSTRUCTION, / bwlding felt, Paint RONW U{TIOs, building felt, Paint RE Wall types 1 YP No Description Date . � ` 06100-WOOD HEADER, 09200-1 layeG Type BXD'� 06100-WOOD HEADER, 06100-PLYWOOD, 1/2" RE Structural RE Structural 07600-SHEET METAL Q e D7600-SHEET METAL FLASHING 09200-5/8" G1P M BD� FLASHING 09200-5/S" GYP M BD, 2 layers Type X 1 layer Type X 06100-WOOD TRIM, Stain Q 06100-WOOD TRIM, Stain , 09200-CORNER BEAD 09200-CORNER BEAD � � � � � 4 ° a d 4 4 a a � � ° a a ° � a n d a a a d d a � a o � � a d � e a a , Q Q a d d d d Q � d p Q Q a Q Q Q a � � � 4 � � p aQ a d � � � Q O � a 8 0 a ° 4d � � ° ° ° ° a � OS000-VINYL WINDOW 08000-VINYL WINDOW � � a a ° ° � a a ° FRAME, Manuf to FRA�IE, �lanuf to a a a ° be determined I be determined ISSUE REC(N�D. —I I � ad d o ° I 1 I I I �� a a4a q a 6 ° � 4 _I a a d I � , ' ' i � I I I I � ' No Descnption Date � � � a , — 1 COORD SET Jan 23, 2003 v 2 DESICAI REVIEW SUBAIITTl1L Fo6 1�, 2�03 ,T, 3 DESIGN REVIEW SUBMITTAL Mar. 24, 2003 ' DETAIL DETAIL DETAIL � WINDOW HEAD @ C.F.B. JAMB SIM. 6 WINDOW HEAD @ C.F.B. JAMB SIM. `� 4 PRICING SET April 03, 2003 A912 SCALE. 3'=1'-0" A912 SCALE. 3'=1'-0' A912 SCALE. 3'=1'-0" A912 SCALE. 3'=1'-0' BUILDING (C) A9.12 SCALE. 3"=1'-0" BUILDINGS (A & B) 5 PERI�IT SET June 10, 2003 07300-ASPHALT SHINGLES 07133-SHEET WATERPROOFING _ SHEET CONTEN . 06100-2z4 FASCIA BOARD 1'-7� WINDOW DETAILS 06100-2z10 FASCIA BOARD 09200-5/8" GYP BD, Type 'X' ( DOOR DETAILS 06100-2X6 STUD WALL, INTERIOR INTERIOR I EXTERIOR I EXTERIOR 07200-BATT INSULATION, -LINE OF WALL -LINE OF WALL � �, R-19 BEYOND BEYOND � 03000-CONCRETE WALL, 03000-CONCRETE WALL, , OS000-VINYL WINDOW � 08000-VINYL WINDOW N Re Structural 4 4 a Re Structural � ° � FRAME, Manuf to � FRAME, �lanuf to D9200-CORNER BEAD 09200-CORNER BEAD � be determined be determined �j� 01� Cp � � � � Q � �V ��NNNN �O 06100-WOOD TRIM, Stain 06100-WOOD TRIM, Stmn Q�.••'� ''•� ___ _ o � ° � ° � ° 09200-5/8" GYP M BD, 09200-5/8° GYP M BD,; ro e �'.• du I i� `�' ° 06100-2x6 STUD WALL 4 4 a � ° � 2 layers Type X � 1 layer Type X 09200-5 8" G1P BD, T e 'X' � � � r � � p � 07200-BATT INSULATION, 07200-BATT INSULATION .. 2Uo9 �, 1 layer � � R-19 r`� '.G� � � p i X .��. ...R� ^ . o, � � I ��'°•••.......�•�� ' ' �{� � 4 � a 06100-WOOD STUD 06100-W�OD STUD `SFp ARG � �J � � CONSTRUCTION, CONSTRUCTION, 06100-1/2" CEMENTI110US FIBER ° � ° RE. Wall types I RE Wall types I SOFFIT BOARD 4 4 � ° � � ° 06100-6xfi CEDAR KNEE BRACE � � � a a a . ( I � GABLE END � � p � � � 07460-SIDING, Cementitiaus 07460-SIDING, Cementitious PROJECT NO• 021D U6100-2X10 R S FRIEZE BOARD � � � 4 4 ° � ° � ° I bu Iding�fel�t, Pa nt bulding�fel�t, Pa nt 09220-3 COAT STUCCO SYSTEM � � � Q a Q DATE June 10, 09200-5/8" GYP M BD, 06100-PLYWOOD, 1/2" � 6� �� 2" 5 ��2� ° ° 1 layer Type 'X' DRAWING N0: � 09210-3 COAT STUCCO SYSTE�1, 09210-3 COAT STl1CC0 SYSTEM, +� ��_$ ��2� 06100-2x10 WOOD TRIM, Stain O610D-2x10 WODD TRIM, Stain 5 DETAIL 4 DETAIL 3 DETAIL z WINDOW SILL @ C.F.B. , WINDOW SILL @ C.F.B. ' A9.12 SCALE 3'=1'-0' A9.12 SCALE 3°=1'-0° A912 SCALE 3'=1'-0" A912 SCALE. 3'=1'-0' BUILDING (C) A9.12 SCALE 3"=1'-0" BUILDINGS (A & B) � � � � _ T 1 i . _ _ _ _ - _ _ __ � _ _ _ __ _ f/ _ � � � u I v� . „ ' � � � � � - . , 3 4 �� A5.tA A3.4 , .� , 4 � 5 rL 2 3 ,6 A9.7A I I ODEL�, ARCHITECTS, P.C. ARCHITBCTURE PLANNING INTEBIORS VALLEY � 32065 CasUe Cau�,Swte 150, Evergeen,Cdarado 80439 Tdephonc 30Z670.5980 Facsmle 303.67071fi2 I RIDGE Cop�ight ThIs dacum�t�an hstrument of servk:es,md as such remains I 07700-TURBINE ROOF VENT tha propaty of tha Architect Permssion for use of this doament is hmhed � and can be extended only by ageema�t w�th Odell Architects,P C. I � 6.12 6.12 6.12 6.12 6:12 6.12 6.12 6:12 —1 � � SLOPE SLOPE � SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE � 2 DRAFT STOP E 4 - T ^ � - - � - - � - � - - - A5.2A 1 07700-TURBINE ROOF VENT 2 � �� A5 2A A5.1A A51A I 01700-1URBINE ROOF VENT 2 - ' � A9.7A � DRAFT STOP I 3 � i , � - - - - 2 - � - - - - A5.2A A5.1A A — _ _ _ _ _ _ _ _ _ _ A9,7q 07600-SHEET NETAL GUTTER n � � N o � I N o � � � _ _ ` 07600-SHEET hIETAL DOWNSPOUT 4 11 1 4.12 � � I �I� � � SLOPE 10 0 1 7 0 0-3-B A R S N O W F E N C E A 5.2 A ` I I � � i 1 ' ` A9.7A .� Ps — — — ��V ` � II �06100-DRAFT STOP DOOR �� W � � ' � �N I I - - - - - - - - - N - g � ! � I � � ' � z � CRICKET I I � �I I (� t ''� BELOW I I I I J 1 I / \ - - - � I � ' ^W OW.. I s \\ �� o E � ` �'� I I � I SLOPE SLOPE I O�/ � II I � � ,� ` I I I I I W I I � r \` I I I I I co `i5 I I I � � I � I I � �� _ � — � � — — — — — , — — — c � � � I , ' � NOTE: �IODIFY BOTTOM ` I I — — — � i I I — — ^ � — � r�nRn rK Tai icc aT � ` — — —� W �* � � � - - — - - - �,- - - - - -- - - - - - - - - - � — � THIS LOCATION FOR � � .;: ° I I HEADROOhI AT STAIR � �r' DRAFT STOP DRAFT STOP I � � +N � �.,-- r+ � � � 07700-�-BAR SNO FENCE ^ � � '— � � — — — "— — —'� — _ � DRAFT STOP _ D � .;;� .a. � � � � � ;, � � 07700-3-BAR SNOW FENCE a � •� o N �. 07600-SHEET I�ETAL GUTTER I � � �� •� � i 07600-SHEET MET DOWNSPOUT 07600-SHEET I�ETAL GUTTER ,� � � � 07600-SHEET I�ETA DOWNSPOUT NOTE: MODIfY 60170M � O �i �O CHORD Of TRUSS AT 07100-3-BAR SNOW FENCE 01600-SHEET METAL DOWNSPOUT � � � �� i � DRAFT STOP 07700-3-BAR SNOW FENCE THIS LOCATION FOR J 01600-SHEET I�ETAL GUTTER � � � 07700-3-BAR SNOW FENCE NOTE: I�ODIFY BOTTOM HEADR001� AT STAIR � ■ . O •� U F � T� 07600-SHEET I�ETAL GUTTER CHORD OF TRUSS TO •--� � .'.� CONTINUE OVER STAIR DOWNSPOUT ,'� � � 07600-SHEET M1�ETAL 07600-SHEEt(�ETAL DOWNSPOU TOWER N � A � � \ I I I I � � � � t � �� 1 2 3 4 5 '"'� � � z BUILDING 'A' ROOF PLAN . ` ""� A2.2(A) SCALE: i/8"=1'-0" 3 4 A5.1 A A3.4 2 3 ,2z�-� ,�zM ' 4 ' 5 02800-BOLLARD, CONC. DRAWN BY. BJV FILLED 60'-8" 47'-5 1/2" 14'-6"� CHECKED BY. TA. CONCRETE T.O. CONCRETE T.O. CONCRETE T.O. CONCRETE 14' EL. 46'-6' EL 41'-0" EL 41'-6' EL 48'-0" , REVISIONS: 9 Q o Q � Q 9 ° I No. Description Date ELEC. & GAS — — — — — — — — — — — — — , 4� �E�S DUMPSIER DUI�PSTER DUI�PSTER 49' A312 I A313 A314 i A315 � PLANTING Q _ 0 40 4'-0�6'-0" REA 16NG 2'-1D" � AREA _ - 2 � 1 HORIZONTAL AREA I 2 E 4 14 5'-4" 4'-0" 4'-0" 6'-0" � 6'-0" 4'-10" � �UP FlRE A5.2A OF HAZARD CONCRETE HAZARD A5.1A A5.1A � � g EXIINGUISHER � MITiGATION WALL I�ITIGATION WALL A312 2 2 2 10 2 10 I 10 CABINET Q 2 � � FlRE 13 - -� - - - � - - - - A� � � � � IXTINGUISHER 10 03300-CONCRE 07600-SHEET I�ETAL ; Al2A A51A A5.2A CABINET � S1UDI0 STUDIO SNDIO S1UDI0 3-BR 3-BR 3-BR 1_ 0 � - - � - - --- - - - - - - - - - - - — - - - - - - - - - - - - - - - WALK DOWNSPOUT q — .— — — — A � �' i STORAGE A311A 4 °° ` ` �N\SNFl-�R ,- -' � � f � 19 � I � r _ � A311 F � PLANIING � A52A 3 � � 6 32-0 -' 3 I � N m AREA � � ISSUE RECORD, �OOR � a '' I � � 13 �- — — — — — — A3.4 ° ° �N\SH � — p3108 _ �,�5��2 � � � 19 � NGR 4 STUDIO S1UDI0 STUDIO SNDIO STUDIO STUDIO S1UDI0 SNDIO SNDIO STUDIO 7 � ;.,, ^ No. Descnption C \ � I 1 � 3 3 3 15 , � N � ' ,9 9 B ` I STAIR I t COORD SET. ` DN 5 � uuir.a I U�IIT A UIJIT A n iiwr e � 3 7 A300 .� 2 DESIGN REVIEW SUBI�ITTAL \ �- �Y ON j 11 � 3 A306 A305 A304 �� A303 2 4'-0 1/2" � 4-� ��2A DN � VIEW SUB�IITTAL ' PORCH A��Ob Q.ti° 2 � � � � 3 DESIGN RE , �-��„ � � � 4 PRIqNG SET \ 5'-41/2" 2'-111/2" I A310 � � „ „ 3-7 E �pN PLANTING \ ��pR FlNISH FLOOR �P� `N � � 5 PERMIT SET UNIT B � * � 3'-7" 3'-7" 3'-7" 3'-7" 3'-7" 3'-7" 3'-7" TO 15 � � � AREA � �, EL. 31-11 1/2 BELOW °' � A308 � 4'-10" � o ° �' � ' \ 3 5'-11 1/2" ;�'r 7 1 UNIT N I `� ° � ° � ° 1 OPT. � H FL60f� I o C PLANTING � FlRE_ � a '� � '_ " C AREA EXTINGUISHER DN � 3'-1 1/2" FlRE A�� SHEET CONTENTS: N \ � UA309 � CABINET F � A307 4'_g° � �5-6 ��Zn 4'-4" 4'-6" �5�-6 ��2" � 31 I C�AB NETISNER �� I EL 40'--1" �RE B U I LD I N G �A� I ° AREA¶NG � AS��RS — — — — — — — — — — — — — — — ` � — — J I � 15 _ ' ICABNETISHER FLOOR PLAN �; r: � �- i 31 31 i 31 i N � r 31 � � , ° - - - - - �R — , , � � � , o ° , , '�� , �-„ ,�2 _ - 2,-6p " ` BUILDING 'A' R�� _ i i � i p � , � � PLANi1NG� ' ' � .� � „ �'-�„ A1R A1R A1R I � STAIR I L — — — — — — — — — — — — — — — — — '— „— — — — —p 3'-6" I 1'-6 1/2" ,� AREA � .� „ 6-� � i � C, � �5 I 15 7'-8" 11�-2" 11�-2° 14-71/2 4-81/2 4�-0" i — , 5 � , � A302 , I N ^ ` 6� ° � EXTERIOR EXIT `r � � 4_�p„ 5�� ROOF CiR ��R BALCONY i 07600-SHEET I�ETAL � � � BELOW p,1R � ^ „ � � � DOWNSPOUT � Q, , ' 05500-42 PREFABRICATED 06100 WOOD BEAM ABOUE, � ; , F � ' �� I�ETAL GUARDRAIL RE: STRUCTURAL d- � ��(t 82R A1R H 1R A1R � p1R DN , � I I � � 3'-10 1/2" 2'-9 1/2" 1'-4 1/2" �� 7'-4 1�2�� 3'-11" 2'-6" 5'-10" S'-0" 8'-0„ ,_ M �_6�� 2'-4" 2'-4" �-6" 5'-2° � � 1 � � 60'-8" 47'-0" 14'-6" � � 2 3 4 5 ��,, , , , BUILDING 'A' THIRD FLOOR PLAN � A2.2(A) SCALE: 1/8"=1'-0" , ' � � I � � ' _ � , r � � i , � � . - � � � , � ; , , r- , , , _ � � , , � , _ _ � �r � , i , � I , � � � � � ° , , � - � � , � - . _ > � ` � ODBLL ARCHTTECTS� P.C. ARCHITBCTURE PLANNINC INTERIOR9 32065 Castle Cou�,Swte 150, Evergeen,Cdarado 80439 Tdcphone 3036705980 Farsmlc 30167071fi2 Cap�ight This document�an hstrumeni oi savk:es,md as such remains tha propaty of the Architect Permssion fa use af this document Is hmded and can be eztended only by agament w�1h OdeN Arch�ects,P C. 4 A410E 82'-0" 26'-0" 56'-0" LINE OF FLOOR ABOVE I 4'-0" 3�-0" 23'-6" 3'-�p I � � D2 D2 D2 D2 • �� — �1 ',�. � �'1�' r, ,a' �' •�. 't �. i � '•' � :i+ �y;:S,� ~ � 'S . •.• r+'.:��P•��r�•: J..�. �i .f C�,.., ' ''��'��w.,� Vj• ��. �. ♦ .15'�,�.,•� i� r' •'t�� t: ,�� ' ��1, .�. �� •: � ' 'y� r .. 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C� � a� N � CV � 3 � 5'-�� /2„ �/ � 0 � a'-s �/2M �s,_4° s'-s �/2" ��'-s° ''.; � •.�-� 5'_0" � " . 6-6 .•:., .r•� � � �-- D2 � p.l ''C� ' � 3 NI � �. I � I I . •--' R3 ° � I ,. N � � A4 .--� � /�/ � ' W 7 A7.1 6 . r � I �2 .a ri2 •�'}�� ,,� � � O • 7 � ^ � s'ti:• � �i �! U N � W i.C� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — D2 "' I1 •�I — — — � �� w FlRE EXT. � � � Q PRESCHOOL 1 PRESCHOOL 2 PRESCHOOL 3 iCURB LINE OF U PARKING AREA �-Op7 CAB ¢ s o 30p GZ 105 101 110 � k i � � •�"� ° 497 SQ, FT, G2 511 SQ FT. � � 490 SQ. FT. ';',, � �, � O � � �s �s ';+r :r• A � �ow ca� � ' F2 I ( N A7.1 2 � � N I E110C � � S1UDI0 2 A7.1 101 , M I I 'a FENCE � N N $ 5-4 � - - - - °- FlRE EXT. I I � RE: SI1E DE AIL � CAB a o � �. :� o o � � � 4 � � � � P g 4 � E2 2 �;' 4 W �., A4.10E " F2 � 4 , _ � � i' �� CUBBIES �, � 4 � � 4'z18� CONCRETE ° /� � CUBBIES � CAB.EXT. 4 � � "' 4'-8" � 7'-0" 7'-0" 5'-0" PAO � 5 �i�r L� O �� ^ / ~ _ _ _ � O A5.16E � � R R � \ � R.R. � 1 R.R. 4 4,A7.1 I E2 � ;�, 1'-6 1/2° , � 12'-2 1/2" '-11p I I E106 �� 106 5�_2�� CUBBIES � � 108 � � 109 � � FIRE EXT. BELOW N A7.1'4 � / O O � / 4 CAB. � � � � _ i � _ _i 3 � � � - - " � �� B � - _. - ^ � 8 � STNR � 1 ` 3 o G1 3 3 ��., 3 1 "' 103 � 9T� 11"= '-3" 3'-2" 2 7" 4'-1" � 2'-(Y" 4'-1" 3'-10" � . N °' ``' CORRIDOR E104A � a �-, ^ °; r Di ;., "' � i i i i i i 3 � � M 104 FlRE EXT. ', 6 � I � 9� CLG. CAB. `j 3 �' '- A5J6E � � � i i CL ET i i I � � '�' A4.t0E � "' ' 8 5'-1 1�2„ 9T� "=�'-3"i � A i � E103A � 3 I 1 I 7 7 ``� � I 3 ""' --- __= E104D E104C E1048 - � ELECT. I�ETER 1'-11° \ N JAi"OR � � W DRAWN 8Y. EI�S LOCA110N E111A � E114A FlRE EXT. ❑ 4 ^ O 34 � d � CHECKED BY: N CUBBIES �.� FlRE EXT. � �AB� CU BIES A7.1 � �,;, 3 � � � � CAB. � _ �- a. r� o � 3 3 D2 A�0 �,_�� REVISIONS: N 3 3 N p2 ��R� p � No. Description Date ° � ° 3_6 SIJDING ENCH D ORS o 4 �IECH �, " 26'-0" 4A � - - - -J 44" HIGH WALL � , �' � D3 � � 5 I � � I � 112 I � "' CPT SV -�� SV CPT D2 ❑ z � E112 �� - � Q D2 � ' A7.1—�`~- � � � " �' � - - - - - - - - - - - - - - - - - - - - - � E113 3 � I m 5'-2" TODDLERS 2 - + - - - - - °° - - o >- � , TODDLERS 1 Z m � `� � 117 � ° ° � 114 � o � D3 �� 367 SQ. �r � � � � 367 SQ, FT. �° � � � 5 � / \ � N °�' �° A4.10E � STORAGE R.R. \ i =� A7.1'1 i �� 115 � 1'A7.1 I 8 •� „ � 113 N E� I `^ ( O � I � I ISSUE RECORD. � I 10 � ' � t0 E1 A9.8 @ SEAT � g,g F- No. Descri tion Date F- � / �SEAT A I � � PLAY AREA ❑ p � � � ° � I � "- � � �= 4,103 SF ( '� � � 13 4 0 4 I � D3 1 COORD SET. Jan. 23, 2003 � � 2 DESIGN REVIEW 5UBI�ITTAL Feb 10, 2003 � � E1 8 I A9$ AB�� I 8 E� '� � r,�swn rtenew suoMirrp� w��. t4, ioo� � 0 44 d 4 PRIqNG SET April 03, 2003 � 118 `° �vs E116 �4-8p 2,- ��2" 2,-a ��2� 5 PERMIT SET June 10, 2003 . I � TOR. STOR. I 7 � I 7 118 116 7 E111C , E114C SHEET CONTENTS; 4'x14� CONCRETE � � 4'x14' CONCRETE CHILDREN'S GARDEN LEARNING PAD � �, W PAD � = 0 1ST FLOOR PLAN � � 11'-0 1/2" 11'-0 1/2" 5'-8" 4'-3" 2'-0" 5'-10" 6'-10" o,- I 10'-8" 6'-10" I o,-. 5'-10" 2'-0" FENCE, RE: STIE DETAILS �� g , p � � � � ��, 0 36'-0" o�_,N o 33-6 8-6 2-0 4 3 2 � A4.t0E � A516E A5.16E A5.16E A516E PROJECT NO.: 021Q DATE: June t0, 2003 � ORqWING N�,1.: -�. / � , 1ST FLOOR PLAN A2.14E SCALE. 1/4"=1'-0" , ,� � ' _ � � � ' � A . , � ' ��1 , � � '� � � , � , � � _ � � _ � 4 A410E ODELL ARCHITECTS� P.C. A$CBITBCTURE PLANNING INTERIOR9 32065 Castle Cau�,Swte 150, Evageen,Cdarado 80439 Tdephonc 3056705980 Fac�mla 30167071fi2 Cop�ight This document�an hstrument of savkxs,md as such remains the property of Ihe Architect Pamasion for use of this document(s hmded and can be eztended only by agreement w�th Odell Architects,P C. ENTRY ROOF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I r - - - - - - - — - - - - - � i � �f � � ; � � � � N I 01600-SHEET h�ETAL � �� r I DOWNSPOUT L `�` � I _ � --� .a: I I � � I � 07700-3 BAR SNOW FENCE �� 6 : �2 6_�2 � I I � � 2 II I I I I � � • � A4.10E 6:12 6:12 6:12 6:12 �- � � � , �- -► !- -► � I � r / � — I 5 � I A5.i6E � uNE oF � I i O ROOF BELOW ' _ . I � � - I I ~ � _ s = � I - A5.16E � a � � 3 �� A4.t0E /� � �� N o � I � .=== � � ^ � 6 : ,z 6 : ,� .� II � N I I � II � � � I � � .� 07600—SHEET �IETAL � � I I � ,� � � GUTTER �I _,r 6 : 12 6 : 12 I � `�I I � a .-� R= � � � 01100-3 BAR SNOW fENCE i I N N I � 07600-SHEET �fETAL � � O � � � I :�r ..�,�:f � GUTTER �- — — -� [ . , � I � I � ( � 07600-DOWNSPOUT L C��•.�•.,� V I � 7 � � 1 � •� 07600—SHEET I�ETAL L � � " ' �O � �,.� DOWNSPOUT �I �'� � •••-� � I � � c�! I� I I a� O �' �-�- - - - - - - - - - - - - - - - - - - - - -�, A � � _ 4.� � 4� � 4 3 2 � � A5.16E A5.16E A4�� A5,16E A5.16E � �� z ROOF PLAN � A2.15E SCALE: 1/8"=1'-0" � • �� 4 A4.10E 26'-0" DRAWN BY: KTG 5'—S" CHECKED BY. E3 REVISIONS. ' ,K >�. �; .,, , •. � � • ,,:,,f ,:'.� ,.s • ti..., • , �.''t.�vr,�t�� .� y�f �� :'+. :� ��':r:i •:�!.•►; � .�. � �i�,�..�•• �� 'L i'•f'f';,�rt� �•'f'� �f�'� r�� '� %�r� :�� No. Description Date 5 Q 4 O 0 F1 11'-3 1�2° 7'-7" 7'-1 1/2° Q R,R. o � OFFlCE STORA�E 203 4 � � N 201 4 202 Q � 0 � � m m ' 4 Arnc 4 N w � � ACCESS I ISSUE RECORD. � � a No. Description Date 0 �—RRE EXT. CAB. A�•�`10 � 1 COORD SET. Jan. 23, 2003 �� 2 DESIGN REVIEW SUBMITTAL Feb 10, 2003 2 3 3 DESIGN REVIEW SUB�IITTAL �lar. 24, 2003 A4.t0E � A4.10E 4 PRIqNG SET April 03, 2003 '�' WORK AREA/ ( g 5 PERMIT SET June 10, 2003 N LOUNGE � 200 8 �- � 8 � � SHEET CONTENTS: � _ _ ` 5 CHILDREN'S GARDEN LEARNING � �, 4 ��-2 ��2° 4r HIGH WALL A5,,6E 2ND FLOOR PLAN 9 8 � AND ROOF PLAN i i $ , A7.1 8 � j o � � I , � � 9 � '� Dt ; D N arnc accESS i 6 "' — - - - - � A5.16E Di D1 D1 $ LINE OF FlRST LEVEL BELOW PROJECT NO.: 0210 3'-6° 3'-6" 3'-6" 4 � DATE. , �une 10, 2003 26'-0" A5.16E A4.10E t .� pRA';�NG NO.: � _ � , 2ND FLOOR PLAN � A2.15E SCAI�: t/4"=1'-0' � � • ' � � , � � � , , i _ s , . t , , � �� , � . �, � � �Y� � 3'-3 1�2° 2'-10" 2'-0 1�2M 1'-1" 4'-3 1/2" 2�-4 1�2p 2'-1" 13'-9 1/2° 13'-3 1/2" � 2�-5 1/2" 9'-0 1/2" 2'-3 1/2" 2'-2 1/2" 8'-9 1/2" 2'-3 1/2" 3'-111/2 6'-01/2" 3'-31/2' ODBLL ARCHITECTS, P.C. 4 l�RCHITSCTURE PLANNING INTEBIOR9 25�-�M ' 32065 CasUe Cau�,Swte 150, Evergeen,Cdarado 80439 Tdephmc 301670.5980 Facsmlc 303.67071fi2 Cap�ight This document�an hstrument of savkes,md as such remains � BEDR00�1 4'_3^ 3'-5 1/2" 2'-3 1/2" 2'-1 1/2" �'-10" 3'-10 1/2" 3'-8" 3�-6" � ° � tha propaty of the Architect Pam�slon fa use of this doament Is limded °' N I a- and can be eztended only by ageement w�th Odell Archdects,P C. ' � g„ B DROOM � 4 � � 4 �' ^ � ^ BEDROOM 4 BEDROOM 4 � . � _ , �i N PROVIDE RE�IOVABLE o � � �' "' "' I CABINET FRONT WITH � � KNEE AND TOE H03 4 � I `�' I � CLEARANCE UNDER �NK N N B�R �� 4 0 � �N � � W � � � �,f,�,� w...�• �.�x��Yr�i.�r� ��'��i �� Cr� � CLOSET � �- UPPER CA�. �� , ° I ��j'"� � y 4 H05 4 �, 4 2 � N 4 2 UPPER CAB. I� � �+ . " N 1R/1S 4 � BEDROOM � N � ' � � � 4 CLOSET � °° �- PROVIDE WALL PROVIDE WALL � �' Hp� H04 - ",' ^ REINfORCING FOR N REINFORqNG FOR N o ��- TB I iR iS N 4 � � 4 � PROVIDE WALL FlR OUT AT N - - - - � 8 GRAB BARS EXTEND�NG � ACCESSIBLE BENCH � o EXTERIOR PLUMBIN� _ CARPET / / 4 BE1WEEN 30" A F.F. � BA� I 1P � EXTENDING BETWEEN F F � �p ACCES�BLE BENCH 9 AND 26 A.F.F. I BAiH � WALLS ONLY � � REF. G03 AND 40" AF.F. CARPET VINYL ROOM 2 � R001� � EXTENDING BETWEEN F F. N � O� �NCO N N CARPET VINYL I I g AND 26" A F,F. � � � � 12 A7.5 � � g PROVIDE WALL � CLOSET 4 - -�- - A7.6 ^ - � , - - - - - - - GOS 4 F01 - � � � L= 6 1J �g PROVIDE WALL ' � � - - � �� KITCHEN � � "' 10'A7.7 � E01 = � ' M � � �� \ GRAB BARS EXTENDING �R �S 4 5SH , � � - BARS�EXTEND NO� GRAB 4 CAR E VINYC- � _ _ CLOSET .- , _ ■■� UPPER CAB. \ 4 �0� � - + J�L - �A7.3 � � UPPER CAB. BETWEEN 30" A.F.F. °� _ _ _ _ _ _ _ � .d � 4 � BETWEEN 30" A F F. ,,,, Sp o � 7� -1 I I � I AND 40� A F F. N TB ri A7.6 - � G01 � G04 4 1R/1 S 'i N M i �- - - � � W � AND 40" A F.f. � �� IU � SR �Wj SoNK � °° J 2 BATH YL CA�PET 4 I � � � ? ! �.�C�� ' R � R00�1 I � � - - = I � � �! � - � - � � N � � � \% UPPER CAB. � � O � pW j A7.3'1 DW\/ PROVIDE WALL REINFORCING PROVIDE WALL 4 4 4 PRONDE WALL REINFORCING "' � 4 I I � UPPER CAB � FOR GRAB BARS EXhNDIN� RaNFORqNG FOR D -�� - - J� � � - ` - - - - " �, FOR ACCESSIBLE BENCH 4 CARPET VIN . J� - ' ^ � _ � BETWEEN 30" A,F.f. AND 40" ACCESSIBLE BEN �,_��„ EXTENDING BETWEEN F.F. - - - N - A f.F. EXIENDING �° AND 26' A.F.F, RAISED CN1R., LIVING SINK � 26�Ff.F.F. AND 6 ^ FIR OUT AT �/ � �� 2 +42" N KIT EN ° ' �ARP I NNnH N SIoK � , � � EXTERIOR PLUMBING ^ A7.3 1 . � - � v DINING A7.3 � WALLS ONLY FOR � �,.�'.�. � i � � '� - - ` �� IiVING M1 PIPE INSULAl10N 3 � � - - � � o � _ � J I 4'A7.3 ^ � REF. I I ` REf. � ^ UPPER CAB. �NK _ 2 7.3 5 I � L _ _ 4 ' I I 4 �.�■� 4 � L - - �V � N �/pW - - � 4 LIVING 4 BEN H , � - SHELF OVERHEAD � '�"' CARPET v�Nri N /\ � s � �� W/ TWO (2) COAT � �' � � - J � uwNC HooKS �.y a ,-�, '� I � � � _ _KITCHEN � 12" WIDE SHELF OVERHEAD ' � � .�..� � �.�., , A7.7'9 � �, o � W/ THREE (3) COAT a 9 ; \ °� �1� O � � O � � N � A7.7 9 I 4 NOOKS �- � , �. � �� '_'1 , REF. ' ❑ � � �° A7.7 �- � � �� - - - - -� , � � .--y 1 II 1 II � p 1 M 1 � •� 6'-1 1/2" 3'-9 1/2" 2-3 5-10 12" WIOE SHELF OVERHEAD 8-9 1/2 5-1 1-8 1/2 g'_5„ , » , „ , A M , „ , ° 2,-8„ � 0 � 4-5 6-1 3-3 �/2 12 WIDE SHELF 3-11 1/2 6-8 � � n W/ THREE (3) COAT HOOKS „ OVERHEAD W/ THREE (3) A i6-0 2-p , „ M COAT HOOKS � � 4'_�" 6-2 1/2 3-10 1/2" 3'-8" 3'-8" 3'-6" 4'-8 1/2" 6-1 3-0 � 18'-0° � � � $ UNIT H 2 BR 7 UNITS Q 684 S.F. � UNIT G 2 BR 13 UNITS � 750 S F � . , . • • 6 UNIT F 1 BR 3 UNITS � 499 S.F. 5 UNIT E 1 BR 4 UNITS � 487 S.F. A31 SCALE: 1/4=1-0 � � (Bldg C) A31 SCALE: 1/4"=1'-0" (Bldg C) A3.1 SCALE: 1/4"=1'-0" (Bld C ANSI 117.1A (1998) TYPE B UNIT ANSI 117.1A 1998 TYPE 'B' UNIT , , 9 � A31 scn�E: �/a'=�'-o" (Bldg C) � � ANSI 117.1A (1998) TYPE B UNIT ANSI 117.1A (1998) TYPE 'B' UNIT � r� � � . � RESIDENTIAL BATHROOM HARDWARE SCHEDULE: NOTES: MC = MEDICINE CABINET; BASCO SLIMLINE WM325PE-W, 16nx26"x3-1/2", 3 SHELVES, SURFACE MOUNT BOTTOM Q 50" ABOVE FLOOR. 1. SEE 1/8" FLOOR PLANS FOR WINDOW LOCA110NS AND DEMISING WALL TYPES. , TP = TOILET PAPER HOLDER; FRANKLIN BRASS 300 LIBERTY SERIES, 308 BPC, CHROME FINISH, MOUNT (� 26" ABOVE FLOOR. 2. MINIMUM DOOR JAMB � HINGE SIDE = 4". TB = TOWEL BAR; FRANKLIN BRASS 300 LIBERTY SERIES, 324 APC, 24" CHROME FINISH, MOUNT � 42H ABOVE FLOOR. 3. DIMENSIONS ARE TO FACE OF FRAMING. SD = SOAP DISH; FRANKLIN BRASS 5500 CENTURY SERIES, 5506 HSF, MOUNT Q 54" ABOVE FLOOR. 4. AREA CALCULATIONS ARE MEASURED FROM EXTERIOR OF EXTERIOR WALLS AND CENTERLINE OF DEMISING SR = SHOWER ROD; FRANKLIN BRASS 300 LIBERTY SERIES, #177, 3 (� SHOWERS, 5 � TUBS, MOUNT @ 72 ABOVE FLOOR. WALLS AND ROUNDED TO THE NEAREST SQUARE FOOT. EXTERIOR WALLS ARE ASSUMED FROM UNIT PLANS. GB = GRAB BAR. ' ' S. PROVIDE BLOCKING AT FRAMED WALLS AS REQUIRED FOR SECURE ATTACHMENT; BATHROOM DRAWN BY: 8JV CH = COAT HOOK. VANITIES/COUNTERS - 1'-10" DEEP AND 32" HT. CHECKED BY 6. ALL ELECTRICAL OUTLETS, LIGHT SWITCHES, AND THERMOSTATS SHALL BE POSITIONED BETWEEN 18" AND 46" A.F.F. RE: ELECTRICAL. REVISIONS. No. Description Date �s'-3 �/4° 3�'-s �/2" � � LEGEND: � I I CLEAR FLOOR OR GROUND SPACES FOR WHEELCHAIRS 0 �0'-3 3/4" 2'-0" 5'-» >/2" �4'-0 �/2" s'-o �/2" s'-� �/2" �'-s s�/�2s" 3'-s s�/�2s° L _ � AS PER ANSI 117.1-1998 � � � � 4 � ' - - - - - � � 2R 2S N � ` VINYL C PET ;.�, BEDR00�I CLOSET I � � �' ' I ISSUE RECORD. , � UPPER CAB. � � � I � I � 4 4 iR/iS r.. I 4 1R/1S �, � "� 1R/1S No. Description Date � I CLOSET � I CLOSET M � PROVIDE WALL REINfORCIN BATH S � � �� _� _N } _ N , ` , ^ � � � � j, � rut �tAd dAKS tXItNUIN » � RppM � � N ov �� N � �� ; o � �/ U o I � c,uurtU 5t1. Jan. 13, 1003 BEiVVEEN 30 A,F.F. AND � gp N N REF. �NK �� °' � o SD � o� � B�� REF. �/� ° N I 2 DESIGN REVIEW SU8I�ITTAL feb 10 2003 A.f.F. 4 '� ° I "' � VINYL C `V D � � , . M 3 DESIGN REVIEW SUBI�ITTAL �lar. 24, 2003 PROVIDE WALL °' 7 � � � 4 4 4 � L 2R/2S 4 4 ° � 2R/2S 4 4 p '- N _ _ _ N _ _ � ` �� REINfORCING FOR � 4 A7.6 � ��_6. � PROVIDE WALL 4 PRIqN 4 - � ACCESSIBLE BENCH ° KITCHEN q7,2 � � N � � EXTENDING BETWEEN F.F. � � _ 5SH A7 5 12 � "'C PE G SET April 03, 2003 ^ ❑I � KITCHEN t REINFORCING FOR 5 PERMIT SET June 10, 2003 � � '- » � UPPER CAB. �, TB � SR � ACCESSIBLE BENCH I A7,g � AND 26 A.F.F. � $ 10 BATH � � � 4 5 M SD � � SR � Sp o EXTENDING BETWEEN F.F. CARPE I - - UPPER CAB. � o - - - 4 � ROOM A� MC SD o BATH M �R� "' BATH M BA� AND 26' A F.F. � � � � • N � � O Z A7�7 ��2 �g a� � SR I R00�I � � 4 Q O UPPER CAB. R00�I 4 PROVIDE WALL RQ� 4 ,D N � �° ^ . - s - - �i' � � 12'A7 5 REINFORCING FOR q2A6 Tp I- - ,'I N N @ ;, � � BARS EXTENDING . � �� O 12,A7.5 SHEET CONTENTS: "' PROVIDE REMOVABLE ^ � 4 a iR/iS � iR/iS ^ 4 "' ` • `� � N ^ AND 40 A.F.�. � � TYPICAL UNIT PLANS CABINET FRONT WITH � M � 4 - - - - - - - - ,,,., � � � LIVING BETWEEN 30 AF F. � ;�, � t � LIVING KNEE AND t0E N El� N 5SH N RAISED CNTR., A7.6 � / CLOSET 4 CLOSET 4 4 � � � I CLEARANCE UNDER SINK KITCH � UPPER CAB. 7'-10" RAISED CNTR., 03 B02 +42 R �' o VINYL CARPET `V � _ _ ARPET , � CARP �VIN I � � 9 +42 4 4 6 � � A01 UPPER CAB. ; ' � A01 � ^ ��_� _ � SI K � _ � �' M� MC �-- - - A7.2 -- LIVING � I A�.2 it \/ °' `5t_J t/7": A7.2 6'-7 1/2" 2'-3 1/2" 3'-2� 2'-9 1/2" 3'-2 1/2" 2�-9" 7'-7 19 32" � 4 � Q PROVIDE REI�OVABLE / 4 I � _' p y y/ � J q�j � 4 C A 8 1 N E T F R O N T W I T H � ��E 4 �- - - °° � UPPER CAB. KNEE AND TOE - /� SINK NNYL ARPEt CLEARANCE UNDER SINK NK VI C RPET Rff. ^ � ^ LIVING/BEDR00�I ° KITCHEN 3 o UPPER CAB. � �KI CHEN �� I � 4 UVING�BEDROOM ° � i - �c ° � � � � � � �' � 2'A7.2 � "' 2 A7.2 � � r i��nw � � �DW I _ I � � cn�p v�Nn � I I = A7.7'9 i = ^ � � � � - - -�- � `°z I � �� s M REF. REF. VIN CARP VIN CARPET 12" WIDE SHELF NN 6" 5'-4° 3'-6" �1'-101/4" 4'-9" i'-e" OVERHEAD W/ YL VINYI. PROJECT NO.: 0210 00$�3) COAT 6'-2 1/2" 8'-11 1/2" 6'-0 1/2" '-1 1/2" 33'-9 3/32" DAT�; June 10, 2003 15-2 15'-2" , �,6 DRAWING NO.: � � ,< , 5 I D 1 BR 22 UNITS Q 494 S.F. 4 UNIT C STUDIO 1 UNIT � 468 S.F. 3 UNIT B STUDIO 1 UNIT � 487 S.F. 2 UNIT A OPTION 2 UNITS � 394 S.F. , UNIT A STUDIO 41 UNITS @ 394 S.F. - ��` A3.1 SCALE: 1/4"=1'-D" (Bidg C) A3.1 SCALE: 1/4"=1'-0" (Bldg A) A3.1 SCALE; 1/4"=1'-0" (Bldg A) A3.1 SCALE: 1/4"=1'-0" (Bidg B) A3.1 SCALE: 1/4"=1'-0" (Bldg A, B, C) � ANSI 117.1A (1998) TYPE 'B' UNIT ANSI 117.1A (1998) TYPE 'B' UNIT ' , � �, � t : / -- `' _ �-�- � ; � , , � - � ' _ ` ` ' _ � � � � ,. � � ' � , + . � � � � ��' --- � 27'-9 1/2" � 9'-9 1/2" 5'-7 1/2" 8 1/2" 2�-3 1/2° 9'-4 1/2" 2�-> >/2° 2'-> >/2° 3'-z �/r �'-�o" 2�-s° 2'-0° �'-> >/2„ OD�LL ARCHITECTS, P.C. A$CHITBCTURE PLANNINC INTEBIOR9 32065 CasUe Cour�Swte 150, EvErgeen,Cdaado 80434 Tdephonc 305670.5980 Fanmle 303.6707162 � � ° � • � Cop�nght llus document b an hstrument of services,md as such remains 8 � 2„ UPPER CAB. i i 4 PROVIDE WALL REINFORCING FOR the property of the Architact. Permssion for use of this docume�k is hmded 10 1/2" / '� �gA i I S 30'�A F FR AND 40DI A F BETYVEEN � and can�e eztended only by ageement�nth Odell Mch�ects,P c.. 2'-8" 3'-0" 3'-31��p 4'-4" 1'-11/2" 2'-31�2�� ;' -I R 0 0 i SR M � 2 3�A7. �'�� PROVIDE WALL REINFORCING FOR e M � BEDR OM �C -- -L- �J ACCESSIBLE BENCH EXTENDING N " � o i BETYVEEN F.F. AND 26 A F F. i 47'-0" �, � � i a, ` 11 1/2" s i BEDROOM -! �,.,,.,� ' 2�-11 1/2 `° 2�-11 1/2" 2�-10 1/2" � » 1�-10" 4�-4" 11 1/2" 2�-0 1/2° 4�-5 1I2» 1'-10° 8�-4 1/2" 10'-5" 3�-9 1/2° 4 � � �{�,,�r�� :{!f 1d"I!I �N �'�'(?F,�I'�.��{ C rar. � � 5-4 1�2 1'-10" `� 2-2 N I � 4 0 ��: �I ' � cV \ RAIL �06 4 I � � � � M08 ' SD o � � �p SD 5 SH. � CLOSET 4 ,r, � UPPER CAB. �° � � S R - � i o \ S R i � � � I o 4 � - REF. $ VINYL CARPE � � 1 R/1 S 4 � � �0 1 4 ' "' „ N 4 UPPER CAB. I / ///// � � - UPPER CAB. R ,� Sp UPPER CA 2 3 A 6 4 R � _ 4 4 '� � �� ''�� M U ER CAB.11 2 BATH � I BATH � ; � 4 STORAGE �lO KITCHEN 6'A7.4 5 DININ ° pW� �NK ;� � � RIANGE � • � � �. _ _ � � \ � - ROOM 5� � ROON 9 A7.6 ° N09 OI� UPPER CAB. � � � � I N i 4 i � � � r-----� �%% N � • �� 10'A7.6 � � R O � ^ ^ � BATH o � � � N 5� I A . r� � � � � � � � � 4 z M� � � o SINK �Wj 4 :� � � �� 6 4 �104 � I 4 i i � i i ; i � % ° � � z - o � � �, � ' ' 7.3 �--�--I-----J RA �� ^ ° � BA1H Z N 5SN Z yo� 4 - �I /� � 4 M � � ROOM 4 s s - 4 RAISED CN1R., -�„�; 5'A7.6 � i � i KIT�CHEN �� z � N � +42` • � 4 � � �1-----� i % s �p a � 4 a � FlR OUT AT � L-----J L----- '' � � � � � N06 � N05 4 4 " EX1ERIOR PLUMBING CARPET 2�-6" ��; � 4 � 4 N ,�.� CLOSET � N ` ' � �" ° � � � " � N I CLOSET � � N o WALLS ONLY FOR ° �° �g �03 ` - - � - - - 4 - - - - �,, � N o 4 . N �� , 4 4 4 �` � PIPE INSULATION N � I r a �. N I � 4 ^ ;., 4 � � 1R/1S ^ i '�� • ^� - - - - � 4 Z ° 1R/1S - - - 4 N 2R/2S iR/iS� „ 1R/1S " �B NCH o N CLOSET � �� ` � "' 4 ^ ^ N 9 RAISED CNTR., � �� 6 CLOSET 4 CLOSET 4 z Z CLOSET � �� A T v�nn �02 � _ t+2" � Z N04 A7.3 � 4 N04 4 4 NO2 DINING � � 12" DEEP SHEL� � N � OVERHEAD W/ FlVE � � ''"'d __ 4 s (5) COAT HOOKS 4 a � � ` � LIVING n � � � � � � o� EDR00�1 a 3-9 �� °; � BEDROOM uVING 4 �° ENCH.° ° � � ,� BEDR00�1 BEDR OM ^ � - - 4 9 4 ^ N � � � � � ....� C� 4 4 q7,7 CARPET VINYL 9 � � �O .��.a �,�^ � UNIT N OPT 3rd FLR ONLY 1 UNIT C� 1228 S.F. A� �� A3.2 SCALE� 1�4"=1'-0" (Bldg A) � � � � � � � A � _ � 5'-10" 4'-7 1/2° 2'-10 1/2" 2'-7 1/2" 2'-9 1/2° 2'-0" 2'-3 1/2" 2'-6" 2'-11" 2'-7" 12'-2" 3'-9 1/2" 12" DEEP SHELF � OVERHEAD W/ FlVE 10 1/2" (5) COAT HOOKS � 2'-7" 2�_2° 2�_4„ 1'-10" 6'-4" 5'-8" 6'-0" � � 6 UNIT N 3 BR 2 UNITS @ 1228 S.F. 5 UNIT M 3 BR 5 UNITS Q 1031 S.F. Q,) A3.2 SCALE• 1/4"=1'-0" (Bldg A) A3.2 SCALE• 1/4"=1'-0" (Bldg C) �� ANSI 117.1A (1998) TYPE 'B' UNIT � r---� � ; ; LEGEND: RESIDENTIAL BATHROOM HARDWARE SCHEDULE: NOT�S: ' � � � CLEAR FLOOR OR GROUND SPACES FOR WHEELCHAIRS MC = MEDICINE CABINET; BASCO SLIMLINE WM325PE-W, 16"x26"x3-1/2", 3 SHELVES, SURFACE MOUNT BOTTOM � 50" ABOVE FLOOR. 1. SEE 1/8" FLOOR PLANS FOR WINDOW LOCATIONS AND DEMISING WALL TYPES. L-__J AS PER ANSI 117.1-1998 TP = TOILET PAPER HOLDER; FRANKLIN BRASS 300 LIBERTY SERIES, 308 BPC, CHROME FINISH, MOUNT � 26" ABOVE FLOOR. 2. MINIMUM DOOR JAMB (� HINGE SIDE = 4". TB = TOWEL BAR; FRANKLIN BRASS 300 LIBERr`( SERIES, 324 APC, 24" CHROME FINISH, MOUNT � 42" ABOVE FLOOR. 3. DIMENSIONS ARE TO FACE OF FRAMING. SD - SOAP DISH; FRANKLIN BRASS 5500 CENTURY SERIES, 5506 HSF, MOUNT � 54" ABOVE FLOOR. 4. AREA CALCULATIONS ARE MEASURED FROM EXTERIOR OF �XTERIOR WALLS AND CENTERLINE OF DEMISING SR = SHOWER ROD; FRANKLIN BRASS 300 LIBERTY SERIES, #177, 3' (� SHOWERS, 5' � TUBS, MOUNT � 72n ABOVE FLOOR. WALLS AND ROUNDED TO THE NEAREST SQUARE FOOT. EXTERIOR WALLS A�E ASSUMED FROM UNIT PLANS. GB - GRAB BAR. 5. PROVIDE BLOCKING AT FRAMED WALLS AS REQUIRED FOR SECURE ATTACHMENT; BATHROOM VANITIES COUNTERS - 1'-10" DEEP AND 32" HT. „ DRAWN 9Y: BJV FIR OUT AT PROVIDE WALL CH = COAT HOOK. � EXTERIOR PLUMBING REINFORCING FOR 6. ALL ELECTRICAL OUTLETS, LIGHT SWITCHES, AND THERMOSTATS SHALL BE POSITIONED BETWEEN 18 AND WALLS ONLY FOR GRAB BARS EXTENDING 46„ A.F.F. RE: ELECTRICAL. CHECKED BY: PIPE INSULATION BETWEEN 30" A.F.F. 27'-9 1/2" AND 40" A.F.F. 28'-0" REVISIONS: 3'-1 1 2" � ° 4'-0 1/2° 2'-1 1 2" 3'-8" , ^ ' " ' „ ' M 1-1'�/2„ ' " ' » No, Descri tion Date � 2-S � 12-2 2-71/2 2'_�" 3-41/2 1'-10" '-31/2" 2-31/2 81/2 2-31/2 9-41/2 P. � � SR UPPER CAB. � � FIR OUT AT N ^ 25'-0" 0 I . gA � I EXTERIOR PLUI�BING � ° � PROVIDE WALL �, i R00 i � W A L L S O N L Y F O R � "' 3'-5 1/2° 2'-8 1/2" 5'-1 1 1/2" �'_�p" 4'-3 1/2" 3'-6" 3'-3" � � � 4 � REINFORCING FOR 2 ' SR PIPE INSULAT10N '� 4 ^ �RAB BARS EXTENDING � i . -;---J , � ;; BETWEEN 30" A.F.F. ��__ 3 L A7.6�4, � ^ ATH 1 , � o AND 40 A.F.F. o �, BEDR00 ��Q� I;, PROVIDE WALL REINFORCING FOR Q, , K PROVIDE WALL REINFORCING FOR 0 ACC�S�BLE BENCH EXTENDING ' ACCESSIBLE BENCH EXTENDING 7,6' BEDR001� i i i � BETWEEN F.F. AND 26" A.F.F. � 4 Z i 4 BETV4EEN F.F. AND 26M A.F.F. � _s J 4 ISSUE RECORD. i ' - L r- --- ° UPPER CAB. „� 4 � � � i IIVIN6 ;�; N� � 4 � "� No. Description Date i 2 � � BEDR001� � ^ �5 - K06 4 � N � BEDROOM l 4 � A RAISED CNiR, � �, �, � � K� � PROVIDE WALL � 4 BEDR001� N 1 COORD SET. Jan. 23, 2003 � L03 � . � � CLOSET � I � � Rcwcmriur. cna � � " `v t i " 4 4 - tt2 N ,.� .� 4 j � 2 DESIGIV REVIEW SUBMITTAL Fab 10, 200J � -� � - - - o � GRAB BARS EXTENDIN � � M CLOSET 4 6'-4" 1'-3 1/2" 4'-2 1/2" .o � N 1R/1 S 4 4 I � , ,,,, ,,, ' BETWEEN 30" A F F. �3 4 � ^ 3 DESIGN REVIEW SUBI�ITTAL �lar. 24, 2003 N �R��S- - - - - L02 4 � '�' , 4 4 REF. /`�'1j�'� � �'�,, AND 40" A.F.F. 4 PRIqNG SET April 03, 2003 � 4 4 ^ UPPER CAB o ° pyy �NK ,, UPPER CAB. CLOSET N ^ SR � N G;� V; `� 5 PERMIT SET June 10, 2003 L04 � _` - -' - - - 4 ; - - - - • -' - - - - 4 Oei o I� i i i i i r-----i � N 1R/1S \ CV - - - - N ^ \ � o ' , 6 � i� CARPE IVINYL i i i �� i i i � '' � � ' -9 1 2 J05 ^ R F' ^ ^ %� � � � KI1�CHEN �'--�------' RANG �, M � - ARPET 4 M o � ^ N N � PROVIDE WALL i i � � � ' . �� M 7.6 REINFORqNG FOR A7.3�12 � � � _� � 4 ;Y, � i i � O , � �, A7 - - - - PROVIDE WALL �' 4 4 ----- I N EDR00�1 \\ i BATH ACCESSIBLE i i �___ � i �, � � I REINFORCING FOR 4 � � �i �- --� UPPER CAB FIR OUT AT °o R00�I CARPET BENCH EXTENDING L-----J � �------ �:; � . - 2� BAiH � ACCESSIBLE J04 - - - - - - o, '� SNEET CONTENTS: i�3� � � EXTERIOR PLU�IB G . BETWEEN F.F AND �;; � o, � S � ROOM� BENCH EX1ENDING �R/�S ' N � � \� � _KITCHEN � � NN � CARPET ° ° I� �g • 4 �,, ;; � ° BETWEEN f.F. AND TYPICAL UNIT PLANS N l45 �^ Q�0 i i ;�; WALLS ONLY FO _� K03 4 26 A.F.F. _ _ ` _ _ _ _ _ _ _ � 4 � I 1'q7•#_ , , PIPE INSULATION FIR OUT AT M SD �� 26" A.F.F. \ � � 4 .� ___ _ ___� � N � 1R/1S _ _ EXTERIOR PLU BING , � _ 4 � `;� 2� � �, °' - � �� WALLS ONLY R � RAISED CN ., , �/ � � 4 4 :\� �NK DW j o �:, '� CLOSET 4 Y BELOWF WA� 11-4 1/2 -' PIPE INSULATI N j� � / 1-r�4 � 2 +42" � o \ \� � 0 4 � .�- ° � RAISED CNTR UPPER CA6. �N� � 4'A7.3 � �/\ �., �I - � ��` l\ � ` N 4 K02 N . , ..�. .. = +42" � R . "/,' I i � LIVING � ^ KITCHEN � � � o ° L01 1B �C 4 10�A7.7 ` LIVING A7.3 DINING � i I I � 4 � � 5 SH. � M ZV B TH 5 SH. � �. ^ �NK � - - - � � °' U � •i VINYL CARPET OOM � 4 � � - 2 A 3 5� ^ � ^ 4 A7.6 7 � 4 ��pW - � � ' ' � a ",' BEDR hl /\ � � EF. 4 �, � 1�-11(1/ s \ BEDR00�I 4 � UPPER �� I �-9M � � ^ _ _ ' •M ^ _I_ J � � � I � � CARPET VINYI � � - _ I � N � - - - - �''o"I a �� o N 4 4 . i� � o � I N SR o Z g'p�,� 0 4 A7,7'9 �� VINYL CAR ET DINING �:, o Im N � SD N I 2'-0 1 2" , » 1'-1 1/2" 5-2 1 2 3-11 1 2 4-3 1 2 PROJECT NO.: 0210 1'-6 1/2° 4'-0" 2 7 1/2 2'-8 1/2" 4'-3" 12" DEEP SHEIf ' / " � / " � / p 3,-6" 3'-3" 9'-10" 2'-3 1/2" 1'-9" 2'-3 1/2" �_ ° 2-S 1/2 2'-1 1/2 2'-1 1/2° 1'-10" 6'-5" 5'-4 1/2" 3'-6" 2'-9 1/2" „ OVERHEAD W/ THREE (3) 12 DEEP SHELF DA�E: June t0, 2003 COAT HOOKS OVERHEAD W/ THREE (3) i 2'-4 1/2" 4'-2 1/2" 13'-7 1/2" 2'-3 1/2" 5'-3 1/2" 2'-4" 4'-3" COAT HOOKS '-5 1/2" 1'-1 1 ' 2 1/2" � � DRAWING NO.: ! � � 4 UNIT L OPTION 2 UNITS C� 937 S.F. 3 UNIT L 3 BR 15 UNITS Q 937 S.F. 2 UNIT K 3 BR 19 UNITS C� 943 S.F. , UNIT J 2 BR 3 UNITS � 706 S.F. � • � �'` A3.2 SCALE 1/4"=1�-0" (Bidg C) A3.2 SCALE: 1/4"=1'-0" " ' " " ' " f (Bldg C) A3.2 SCALE: 1/4=1-0 (Bldg C) A3.2 SCALE: i/4=1-0 (Bldg C) No�. REVISED DOOR LOCA110N AND DII�ENSIONS ANSI 117.1A (1998) TYPE 'B' UNIT ANSI 117.1A (1998) TYPE 'B' UNIT ANSI 117.1A (1998) TYPE 'B' UNIT � ANSI 117.1A (1998) TYPE 'B' UNIT � � � � � � �, , ,, 1 � / � � : � `� � � , ' �� , . � � . , , , � � '� � �\ �- i s �— � > � � 1 08800-PLATE GLASS MIRROR; 09300-CERA�IIC TILE; � I 24z36 4z4 �2 walis WASHERS & DRYERS, 0 D E L L A R C H I T E C T S� P.C. , � �+ -______ _-___ _ ___ _- —__ —' -- _ ___ - -_ -- —' —"(�'r'�===____--- - --- - - - - _ - - - - = � ,� ARC8IT8CTURE PLINNINGINTE8IOR9 i I '� ��` 32065 CasBe Cau�,Swte 15�, E�erqeen,Cdarado 80439 Tdephane 303fi70.5480 FaamBa 303.6707162 � � I I Copynght llns dacument b an hsUument of servk;es,md as such remains N the propaty of the Architect Pam�sion for use nf this document is limded � � W W I I and can ba eztended only by agreement w�th Odell Architects,P C, ` � � � 13-11 1/2"g UPPER CAB. � R 2» � �2° p p '� � � ;� - 4 � - - - - I I A7.7,5 SINK _ — — — — I ( � A7.7 I I - �� COPY � N LAUNDRY I � , R001� � A110 I � I�ECH � - A114 - � pT 'r' 36" HT. P-LA�I CNTR. VINYL S C. i i A108 ��.�,� y , 5'-0" 4'-0 1/2" 5�-0" " , I I �,.,�.�• .�it�a t sr ar� ,�t., SIoK 7'-7 1/2" I I � � R II a � , �---�--06100 3z6 W000 DECKING ;� AT LANDING � LEASI A113�CE I i i � � � � I I ` � I � p � t 06100-WOOD TREA � � e � RISER AND °° W W W W W W W W 10550-I�AIL BOXES; � .%' �, , i■y I STRINGER W � open ng tt6�depthh I "' ,; � '�� 4 LOBBY � � I STAIR � A109 � � 05510-I�ETAL STAIR & RAILING, ~ Sharon Stair A300 o ( � " _ _ N I I � O , � � I _ _ _ wni�NC � �' I •`� . 05500 �IETAL RAILING; _ _ _ 5 C PET V1NYL •- 05500-METAL RAILING; Sharon Stair 6� A112 � � � h�anuf finish IN � a � � I � UNIT N �lanuf.r�fnish� ;�; � I 4 � STAIR ,° � UNIT A � OPT. RECESSED FLOOR MAT I A107 ° A106 � � 0 �� ---�06100-3x6 WOOD DECKING I ^ ` AT LAN � � � - :,- ,- " �"n.-'-' ' 03300-CONCRETE SLAB ON " � GRADE � � � 4� ''� .� � a t D D D D � � a � � _ , � BUILDING A — EAST STAIR — THIRD FLR. — — - -,,, �-,; i � � � ' — — _ � ; � A3.3 SCALE: 1/4"=1�-0" '� ' O � �,��; � � O I r---7 r---=:�1 fr==�1 r-=� �� _ � � � � � I C� �,,, '� U w � �� .� � i�l I � p � ' A � . � 4 BUILDING A— OFFICE LAUNDRY � � 5 BUILDING C— LAUNDRY TOILET ACCESSORY SCHEDULE FOR PUBLIC RESTROOM: � A3.3 SCALE 1/4"=1'-0' 5�-�" 4'-0 �/2" 5�_0�� A3.3 scAt�: t/4"=�'-o" TP = TOILET PAPER HOLDER/DISPENSER; BOBRICK 64288, ADA MOUNTING HTS. � PT = PAPER TOWEL DISPENSER/WASTE RECEPTACLE; BOBRICK B3944, ADA MOUNTING HTS. � o SD = SOAP DISPENSER; BOBRICK 62111, ADA MOUNTING HTS. �, os�oo-3;6 WOOD DECK G GB = GRAB BAR; BOBRICK B61616, ADA MOUNTING HT. °� A LANDING Ra " � � �� 06100-WOOD TREAD i ; LEGEND: RESIDENTIAL BATHROOM HARDWARE SCHEDULE: NOTES: � ' RISER AND ' ; ; CLEAR FLOOR OR GROUND SPACES FOR WHEELCHAIRS „ � » � � � STRINGER MC = MEDICINE CABINET; BASCO SLIMLINE WM325PE-W, 16 x26 x3-1/2 , 3 SHELVES, SURFACE MOUNT BOTTOM (� 50 ABOVE FLOOR. 1. SEE 1/8" FLOOR PLANS FOR WINDOW LOCATIONS AND DEMISING WALL TYPES. W M L---J AS PER ANSI 117.1-1998 Tp = TOILET PAPER HOLDER; FRANKLIN BRASS 300 LIBERTY S�RIES, 308 BPC, CHROME FINISH, MOUNT � 26" ABOVE FLOOR. 2. MINIMUM DOOR JAMB � HINGE SIDE = 4». � _ " CHROME FINISH MOUNT � 42" ABOVE FLOOR. • � � � TB - TOWEL BAR; FRANKLIN BRASS 300 LIBERTY SERIES, 324 APC, 24 , 3. DIMENSIONS ARE TO FACE OF FRAMING. � � staiR SD - SOAP DISH; FRANKLIN BRASS 5500 CENTURY SERIES, 5506 HSF, MOUNT � 54° ABOVE FLOOR. 4. AREA CALCULATIONS ARE MEASURED FROM EXTERIOR OF EXTERIOR WALLS AND CENTERLINE OF DEMISING a2oo SR = SHOWER ROD; FRANKLIN BRASS 300 LIBERTY SERIES, #177, 3' � SHOWERS, 5' � TUBS, MOUNT � 72" ABOVE FLOOR. WALLS AND ROUNOED TO THE NEAREST SQUARE FOOT. EXTERIOR WALLS ARE ASSUMED FROM UNIT PLANS. 5. PROVIDE BLOCKING AT FRAMED WALLS AS REQUIRED FOR SECURE ATTACHMENT; BATHROOM o � VANITIES/COUNTERS - 1'-10" DEEP AND 32„ HT. - - - ° 6. ALL ELECTRICAL OUTLETS, LIGHT SWITCHES, AND THERI�OSTATS SHALL BE POSITIONED BETWEEN 18" AND 05500-I�ETAL RAILING; ' 46" A.F.F. RE: ELECTRICAL. o Prefabricated, UNIT N � �lanuf. finish DRAWN BY: BJV BA �� ---- 6100-3z6 WOOD DECKING CHECKED BY: AT LANDIN � 16'-5 1/2" REVISIONS: _ � � � � ( � n „ � No. Description Dote 2-31/2 11-9 2-51/2 � 6 BUILDING A — EAST STAIR — SECOND FLR. 3�'-6 �i�° � A3.3 SCALE• 1/4"=1'-0" �� 3'-8 1/4" 3'-3 1/4" 5'-7 1/2" 5 1 2 1'-10" 13'-6" 1'-6" t'-0" 4'-6 1/2" 2'-1 1/2" Q . Q � 2'-3 1/2" 5'_6° � � 4 BEDR00�1 4 PROVIDE WALL M � SD 4 ISSUE RECORO REINFORCIN6 FOR I I I o I GRAB BARS EXTENDING I � � I 2 SR �SH � �� UPPER CAB. No. Descnption Date _ � BETWEEN 30" A.F.F. � I N I I + — - - � ^ 4'-0 1 2" ' " AND 40" A.f.F. � � � e � � � �p BA� A7.4'13 4 � 11 � � 1 COORD SET. Jan. 23, 2003 5-0 / 5-0 � PPER CAB. 2 4 � N N DINING , � SINK � � � PROVIDE WALL o �I I� R 0 0 1� 1 3 a I o ° � 2 DESIGN REVIEW SUBI�ITTAL Feb 10, 2003 ' " ' ^ I CLO T I� / � a o, � 10'A7.4,12 �, � REIWFORCINC FOR � � �_� � � - 06100-3x6 WOOD DECKING ACCESSIBLE � 4 �-1 0� � � 12�q7,7 � � 3 DESIGN REVIEW SU6MIlTAL Mar. 14, 1UU5 AT LANDING BENCH EXTENDING �., � g � I �� o BETWEEN F.F. AND ' SR Tp M UPPER CAB. M I DW j 4 PRIqNG SET April 03, 2003 � � 26" A.F.F. � — — � � RQ� I � I g 4 � � 4 Z g I KITCHEN `;' 5 PERMIT SET June 10, 2003 - PF1T VIN11 s `� o TB � ��6 —S — J � REF. � I � 4 � RNSED CNTR., � � ; 4 +42" ARPET VINYL STAIR M ¢ � � 4 � 4 `�' ^ SHEET CONTENTS: � 1 ^ I �d- cN i A100 � ' O CA�PET VINYL � N 4 4 5SH � \ UNIT PLANS AND I 06100-WOOD TREAD, RISER � N M AND STRINGER, RE: S1RUCT. - UPPER CAB. - - -1 — � � 8 �a 5SH ENLARGED PLANS _ `° �/ � � � _ _ _ � d ;��W — — � � STORAGE ;�, •i _ ITCHE� _ .J LIVING LIVING 05500-METAL RAILING; Prefabricated S�oK � UNIT N Manuf finish o f 4 � � i'A7.3 4 5SH 4 A101 ,_— _ ' — I N A N � 03300 CO CRETE SL B 0 � _ J 4 � _ � �,° �' GRADE — — � r- BEDROOM BENCH � `V � � REF. � 4 NCH 9 , , � � N � �� f — — � /1�.� a � � 9 , CARPET VINYL � �+� � �' i � � � � A7.7 , � � � i 12" WIDE SHELF - PROJECT NO.: 0210 ` OVERHEAD W/ THREE (3) 12" DEEP SHELF f 3 BUILDING A — EAST STAIR — FIRST FLR. 3�-3 ,iz° s,_,,, ,,_,„ COAT HOOKS ,o�_4 ,i2M 2�_2 ,i�„ ,�_,o�� ,4�-,o ,i2� �'-o �i4» OVERHEAD W/ FlVE ,, oA�. June 10, 2003 � � A3.3 SCALE: i/4"=1'-0" ' 5 COAT NOOKS � ' 3'-0" 6'-1" ��-4 ��2M DRAWING NO.: ; i �,1 � � � d 2 UNIT P 1 BR 3 UNITS @ 499 S.F. , UNIT 0 1 BR — MANAGER'S UNIT 1 UNIT Q 1026 S.F. � • ' �-n� A3.3 SCALE: 1/4"=1'-0" (Bldg C) A3.3 SCALE. 1/4"=1�-0" (Bldg A) � �` ANSI 117.1A (1998) TYPE 'B' UNIT � � --�- , ; � �r � � � _ � � � t ' "f � _ ' � � . � , _� , � � h t • , �i � P � '% I i � � f . J i �� , � � i, r � � •, � � � ODELL ARCHITPC TS� �. ARCHITSCTURE PLANNINC INTEEIO&' 32063 CasUe Caur�Swte 15�, Evergreen��dorudo� Tdephmc 3036705980 FacsmlG �3.67011' �y�o\�g Cap�ight Th(s document ls on hsUument of sayi�s ,��g��m�°a the properfy of the Architect. Perm�sion fa�� m��` eC.• and can be extended only by ayeement w��p,��is��e�ts, # ,a 1 a i '�. f�"_`+ � �. ��..,..'�+'� '��{?k�� , q. - � � � '�� O � �� f---- 1 � � � � � � � �--� A"'� � ect � � � � C�,..� o � •� � � o � � � °' � ~ � o � A � � � � E �--� � i ; .-�--� �---� � � � NOTES: , , LEGEND: RESIDENTIAL BATHROOM HARDWARE SCHEDULE: i i CLEAR FLOOR OR GROUND SPACES FOR WHEELCHAIRS MC = MEDICINE CABINET; BASCO SLIMLINE WM325PE—W, 16"x26"x3-1/2n, 3 SHELVES, SURFACE �IOUNT BOTTOM � 50" ABOVE FLOOR. 1. SEE 1/8" FLOOR PLANS FOR WINDOW LOCATIONS AND DEMISING WALL TYPES. �"� L___J AS PER ANSI 117.1-1998 TP = TOILET PAPER HOLDER; FRANKLIN BRASS �00 LIBERTY SERIES, 308 BPC, CHROME FINISH, MOUNT � 26" ABOVE FLOOR. 2. MINIMUM DOOR JAMB � HINGE SIDE — 4». . � TB = TOWEL BAR; FRANKLIN BRASS 300 LIBERTY SERIES, 324 APC, 24" CNROME FINISH, MOUNT � 42" ABOVE FLOOR. 3. DIMENSIONS ARE TO FACE OF F'RAMING. I SD — SOAP DISH; FRANKLIN BRASS 5500 CENTURY SERIES, 5506 HS�, MOUNT � 54" ABOVE FLOOR. 4. AREA CALCULATIONS ARE MEASURED FROM EXTERIOR OF EXTERIOR WALLS AND CENTERLINE OF DEMISING SR = SHOWER ROD; FRANKLIN BRASS 300 LIBERTY SERIES, #177, 3' � SHOWERS, 5' � TUBS, MOUNT � 72 ABOVE FLOOR. WALLS AND ROUNDED TO THE NEAREST SQUARE FOOT. EXTERIOR WALLS ARE ASSUMED FROM UNIT PLANS. 5. PROVIDE BLOCKING AT FRAMED WALLS AS REQUIRED FOR SECURE ATTACHMENT; BATHROOM GB = GRAB BAR. INSTALL AT 34" A.F.F. VANITIES/COUNTERS — 1'-10" DEEP AND 32n HT. ' CH = COAT HOOK. 6. ALL ELECTRICAL OUTLETS, LIGHT SWITCHES, AND THERMOSTATS SHALL BE POSITIONED BETWEEN 18" AND 46" A.F.F. RE: ELECIRICAL. DRAWN BY: BJV BAS 9'-9 1/2" 5'-71/2" 3'-0" 9'-4 1/2" CHECKED BY. � z'—z° 2'-5» 2'—s �/z" 2'-0 �/2" 4'—�° 2' �o �/z" �'-2„ s'—»" 2'-5 �/2° � 1, REVISIONS: � No. Description Date N � ( UPPER CAB. Tg� � 4 � Q � BAiH I SR 4 S � � ROOM � � -{- - - 2'-5 1/2" 10'-0" 2'-1 1/2° 1'-9" 3'-11 1/2" 3'-8" 3'-6" 2 /�°' SSN PROVIDE WALL REINFORCING FOR � � �, \ ACCESSIBLE BENCH EXTENDING �. Q ; BEDR001� ° � � \ 4 BETWEEN F F. AND 26" AF F. N d 8'-9 3/4" 1'-10" 7-7 1/2" TM � - - - -�' 0 � � �>>_6• � BEDR001� � / � � Z 5SH N � `° � � � � 4 � 4 _ _ _ _ _ �_ � iSSUE RECORD: MO6 4 4'- p � 4 4�_ „ N BEDROOM ^ �' � 2R/2S� i No. Descnption Date `r � " 4 BEDR001� � °' • � CLOSET 4 ,� "' U PER CAB. - - - � "� � I � 6 BEDROOM CLOSET I i � � � i COORD SET. Jan. 23, 2003 � � 1R 1S- - - 4 � 4 � `� N N � G03 _� N 4 1R/1S PROVIDE WALL � UPPER CAB. . . , ` � � ° --- REINFORCIN6 fOR 2 DESIGN RENEW SUBI�ITTAL Feb 10, 2003 � � SD 5SH 4 � �.,,�, � R� r N 1'-6" o N �BATH , � Z ACCES�BLE BENCH i Q, I kFF ��D� � . N �, N � 1 � TB � R001� o � - EXTENDING BETWEEN F F r7 03 2003 I I o M I � I I SR � � 3 DESIGN REVIEW SUBMITTAL �lar. 24, 2003 �g �04 4 f � 4 ^ � I I g AND 26" A 4 PRIqN6 SET Ap , BAn� � — � �j � � ,��I I I \r I � - — C R � � � ' � 4 / � � � � I o � �� G01 , » �5 4 . d � p � o — � � �� ^ :� �'6 "' 'r' '' UPPER CAB. 5 PERMIT SET June 10, 2003 �-- � — 4 � � � � Ol�, _ � � 5-0 ^ o / r --� TB � :N � � �� I � I � L � �L � J � N VINYL CARPET CLOSET p� 4 4 /`° I — ,� -° r----L- J � 4 ARPET VINYL � � I � �� - -�— - -1 � - - - - - °' M N '_ r ` � . � 4� � � VINYL CARPE � L KITCHEN� y N � 1 rl ��— �— �� 4 1R/1S � N P �^ L 4P�IN f p I _ FIR OUT FOR PIPE � L — —,� /L — � , ^ o , „ N IN. � GB / \ 4 , ' \ IJ I I BA1H � "N 4 � \4-0 � �� ° � INSULAl10N I / 1�03 — _ � , � "' � I ,_�V . \ � � N N — — — — — — — — — — ^ SHEET CONTENTS: - - - - � � � ROOM � z CARPET VINYt 6 _ _ _ _ _ _ _ _ , p � � � N ^ ce UNIT PLANS `" �R��S 4 4'-0"M01 � PROVIDE WALL REINFORCING o 1-6 0 �B 4 � PROVfDE KNEE AND � �� . - ENLARGED PLANS CLOSET FOR ACCESSIBLE BENCH � r TOE CL�ARANCE ,° UppER CAB. 4 EXTENDING BETWEEN f.f. �-� UNDER SINK -- . LOWERED CNTR. IIVING M02 � 34" A.F.F., TYP. AND 26" A F.F. � �� ,('�� 2 � MIN . � � o � 1 r t i-1 KI?CHEN � SIN� DININ6 j- ,�,,� �N� � I � I 10 _ � p'� I /��I I I °° ° LIVING CARPET ��Nri � I A� �� I �I� � LOWERED COUNTER, `° � � ❑' / DW j� LOWERED COUNIER a 4 � \ oK ,(�_ _ r _ J \ � � 34" A.F F. � �� / l�- 34 A.F.F. oO � UPPER CAB. '- � — � ~" / � BEDR00�1 � — -1- — � � I I � L-- LIVING 4 _`° � BENCH ° ^ �/ ��_ J � / 4 RE . ^ r � ��W � �/ � � 4 4 5-0 _� �.,, — �--- � J S ^ —_— 12" WIDE SHELF OVERHEAD CARPET NYl Irn � „ � KITCHEN � � — � •� �� W THREE 3 COAT � � � t'-6" A7•� 9 z CARPET VINn A7.7 N "' 1'_6° / ( ) �. � ❑I = REF. � �� 4 HOOKS M � " � A7.7'9 � � � - - - ._ J � PROJECT NO.: 0210 _ _ 12" WIDE SHELF � 2'-7" 2'-2° 5-0 1/2 � ° � M � „ 12" DEEP SNELF 3' 5 1/2" 6' 6 1/2" 3'-10 t/2" 3'-11 1/2" 7'-2" OVERHEAD W DATE: June 10, 2003 ' 6-71/2 5-41/2 6-� OVERHEAD W/ FIVE THREE (3) C AT - � � (5) COAT HOOKS 8,_9 ��2„ �,_�„ 9._> >�Zp HOOKS D;' , ' � 1 NIT @ 750 S.F. , UNIT D ADA 1 BEDROOM 1 UNIT Q 494 S.F. r � 3 UNIT M ADA 3 BR 1 UNIT @ 1031 S.F. z UNIT G ADA 2 BR U � � A3.4 SCALE: 1/4"=1'-0" (Bldg C) A3.4 SCALE: 1/4'=1'-0` (Bldg C) A3.4 SCAL�: 1/4"=1'-0" (Bldg C) _ > > 117.1A 1998 TYPE 'A' FULLY ACCESSIBLE UNIT ANSI 117.1A (1998) TYPE 'A' (FULLY ACCESSIBLE) UNIT � ANSI 117.1A (1998) TYPE A (FULLY ACCESSIBLE) UNIT ANSI ( ) ( ) � � � --- � � �,, , � , _ / , ; � I