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Vail Village Filing 7 Tract C.PDF
d . � PERMIT PACKAGE ACKERMAN RESIDENCE VAIL, COLORADO PROJECT NO. 20022.00 ������r�'��� APRIL 1, 1998 �� ��� �����j� �� � ��� � t�3 � ���� ����Rq ��` o ° �,,,�� j�.�����,���-{� cdj ��,`� � ����,`�� � ��.�;"�: ; k � R �_ . �� �.��,�%'t�->_)�_„ � ;� f��^,;.�'�f�''` �� � �d� C'�9 9'� E� �� `� � �,f. l�P� 0 � ��.�� �- �� -p � '�u..J �'S ����, . � � ��� ���d�� � ��t���b�'bR �1��'��s��� �s��D ARG�\ Pierce, Segerberg & Associates, Archrtects, P C , A I A 1000 South Frontage Road West, Suite 300 4 Vail, Colorado 81657 Ackerman Res�dence Permit Package Page 1 , � � DIVISION 1: GENERAL REQUIREMENTS A Reference Standards � 1. Work shall be performed m accordance with the 1991 Edition of the Uniform Building Code, all codes and regulations of Town of Vail, Eagle County, Colorado, and other � applicable state and local codes All work shall be done in accordance with A I A Document A201, General Conditions of the Contract for Construction, 1987 Edition B Coordination: 1 Contractor shall field verify all exact locations and sizes of existmg utilrties as required prior to any excavation All utilities shall be installed per the utility company requirements and recommendations and be underground services 2. Mechamcal work and electrical work are to be done on a design-build basis Contractor shall coordinate fully between these contractors and all other portions of , the work. These drawings are schematic and show intent only The contractor is responsible for preparing and providing any additional drawings and mformation required by state or local officials. 3 Contractor shall be responsible for all field engineering required for the pro�ect, including but not limited to structural layout, foundation layout, survey layout to begin wark and improvement location certificate survey (I L C ) 4 Contractor shall coordinate with owner on all portions of the work and shall obtain owner's approval of all items prior to ordering 5 Contractor shall coordmate and install all sleeves or prepare for all penetrations as required Any cutting and/or patching required due to a lack of coordination shall not be considered an extra cost C Permrts 1 Contractor shall be responsible for applying for and obtaimng all required permits and utilrty taps 2 Owner shall be responsible for payment of all permits and tap fees D Insurance 1 Contractor shall carry Contractor Liability Insurance, Worker's Compensation Insurance, and other insurance's in amounts required by state and local Jurisdictions Acl.erman Residence Permrt Package Page 2 _ . E Temporary Services 1. Contractor shall be responsible for maintaining temporary services such as power, = light, heat, enclosures, water, sanitary facilities, erosion and sediment control, � temporary construction fencing, tree and plant protection, and trash removal adequate to meet requirements of local jurisdictions, maintam safety of the ° site, and maintain qualrty, for the duration of construction F Quality Control: 1 Contractor shall mamtain quality control over supplies, manufacturers, products, services, site conditions and workmanship to produce the quality level specified in all cases 2 All products shall be installed strictly per manufacturer's recommendations and/or standard trade council guidelines. 3 Commencement of work over previous work indicates that installer has reviewed the previous work and agrees it is acceptable as a substrate for his work 4 When shop drawings or cut sheets are required, obtain architect's written approval of submittal before proceeding with work 5 All contractors are responsible for repairing or replacing any disturbed or damaged materials durmg the scope of this pro�ect G Substrtutions 1 Specific brands and models of products are specified to set a standard of quality Contractor may propose alternate brands for the architect's approval, which are of similar or higher qualrty to that specified in all cases 2 Contractor must obtain written approval of proposed alternate for the architect before proceeding wrth any substitution. H Submittals 1 Shop drawings are required under some divisions of the work and are specified in the individual sections When required, submit one sepia and three blueline prints for the architect's approval 2 Cut sheets are required when proposmg an alternate and when required in any individual section of the specification Provide five copies of each Acl.erman Residence Permrt Package Page 3 _ � I Mock-up Panels and Samples 1 Mock-up panels or samples shall be supplied for the architect's approval when called - for in the individual specification sections Mock-ups and samples shall be actual , samples of the work showing color, texture, fimsh and/or pattern to be obtained if a product has a range of colors, textures, etc , provide an adequate amount of samples � to be representative of the full range 2 Mock-ups and samples may be incorporated into the buildmg upon meetmg architect's approval 3 Obtam architect's or owner's written approval of mock-up or sample before proceeding with work J Project Close-out• 1 At the end of the pro�ect, contractor shall provide owner with maintenance manuals, product literature, special tools and warranties for all mechamcal and electrical equipment, appliances and other manufactured products 2 At the end of the pro�ect, contractor shall provide owner with an instructional walk-through of all mechanical, electrical and specialty items, explaimng start up and shut down procedures, and maintenance procedures K Final Cleamng• 1 Contractor shall clean the entire pro�ect - interior, exterior and site - such that the owners may occupy the pro�ect without hindrance This includes, but is not limited to, cleaning and polishing all floors, walls, windows, appliances, fixtures, fittings and site work DIVISION 2: SITE WORK A Site Preparation 1 Perform minimal cleamng/grubbing to prepare site for mass excavation 2 Strip topsoil and retain on site 3 Refill site as necessary to meet new and existing grade lines per Site Plan 4 Contractor shall provide all means necessary or required to insure proper soil erosion control, including the removal of selected trees and plants Ackerman Residence Permrt Pacl.age Page 4 _ 5. Contractor shall install all basins, sidewalks, curbs, culverts, etc per local prevalence code requirements and construction standards � 6 The Site/Grading Plan is based on information provided by others The architect � assumes no responsibility for the accuracy of such However, in the event of any discrepancies,notify the architect prior to commencement. B. Earth Work 1 Contractor shall arrange for an open-pit soil investigation by soils engineer Run sewer and water lines below frost line. Run cable TV, electrical, gas, telephone and other utilities in trenches as required by local�urisdictions Utility locates shall be coordinated with local utilrty companies and owners 2 Include excavation and storage of fill materials. Excavation for building itself shall extend approximately 7'-0" or as necessary for safety outside of walls Excavate for footmgs and pads 3 Excavate for utility trenches and provide for protection of utilities 4 Fimsh grade on landscaped areas with stock piled top soils from site Coordinate wtth Landscape Contractor for all site work 5 Follow recommendations or soils report for excavation, back fill and compaction 6 All fill material shall be free from organic matter and other deleterious substance and shall contain no rocks or lumps over 3" (three inches) in the greatest dimension Any fill required beneath foundation or floor slabs shall be washed granular fill or suitable non-organic soil compacted to 95%%d of the maximum modified proctor dry unit weight, in general. All footings shall bear on original undisturbed hard, stiff brown or gray silt Clay soil will not be acceptable All import earth shall have a coefficient of expansion of not more than 3%%d from air dry to saturation under a surcharge of 60 pounds per sq.ft. at 90%%d compaction C Pavmg. 1 Asphalt Paving shall have a 1" surface/wearing course on a 2"base course set on a mimmum of 4" compacted stone base or as suggested in soils report 2 All exterior walks or terrace paving (as indicated) shall be stone mstalled and snow melted as indicated on the site plan and other plans D Drainage 1 Provide perimeter drainage system at base of foundation as necessary Acl.erman Residence Permrt Package Page 5 E Landscape. . 1. General Contractor shall place all retaining walls, including all boulder walls, and shall prepare site to a level acceptable as "rough grade". ^ 2 Contractor shall provide a separate budget for completion of all landscaping as indicated on the schematic landscape plan. Provide all landscaping materials, and plants as indicated on the drawings and as required to complete the work. The Landscape Contractor shall include but not be necessarily limited o the specification of grass seed mix, sod materials, soil,preparation and treatment (if required), plant protection methods and materials, mulch material, and all related items to complete the work All work shall be warranted for a period of one year mimmum after completion of the work 3 Standards a All plants and planting material shall meet or exceed the specifications of Federal, State, and County laws requiring inspection for plant disease and insect control b Quality, size, name and lagging shall conforin with the current edition of "Horticultural Standards" for number of grade nursery stock, as adopted by the American Association of Nurserymen/Persons 4 Grass Seeds - all grass seeds shall be free from noxious weed seeds and re-cleaned, Grade "A" recent crop seed treated with appropriate fungicide at the time of mixmg and delivered to the site in sealed containers with dealer's guaranteed analysis DIVISION 3: CONCRETE 1 All concrete shall comply with ACI 304 and ASTM C94 for materials and placement 2 Concrete Coverage• - 1 1/2" %%p face of wall - 2"%%p vertical faces exposed to earth - 3" %%p bottom of footings - 2" %%p slab on 6 mil vapor barrier - Lap all stee130 times bar diameter, bend re-bars around all corners continuous - Lap all welded wire fabric (W W F ) a minimum of 1 full mesh grid 3 Reinforcing steel shall conform to ASTM A-615-75, grade 60 Ackerman Residence Permrt Package Page 6 _ - 4 Vapor barrier shall be in thickness' as noted on the drawings and shall be polyethylene conforming to ASTM E96 (Perm rating of 0 1) standard of performance � ^ 5 All interior concrete work shall be in accordance wrth the latest"A C I " recommendations at 28 day maximum cured strength 6. Interior concrete shall be 3,000 P S I "exterior" concrete and shall be air-entrained 3,000 P S.I. for foundation walls and footmgs and all exposed concrete 7 Provide all light weight or"firm fill" concrete for in floor heated areas as indicated. B Foundations 1 Foundation design is based on the assumption of 3,000 P S F soil bearing capacity Owner shall obtain Soil Report from an independent testing lab prior to any footmg placement and submit to Architect for review Verify all unstable soil conditions with Architect or testing lab before construction proceeds 2 Provide continuous reinforced concrete grade wall on concrete footings as shown on structural drawings 3 All concrete walls shall be formed with sound material, properly�oined, braced, spaced and otherwise supported to insure tightness and rigidity Proper blockouts shall be provided for all pipes, ducts, etc , entering or leaving the building 4 General Contractor shall verify final concrete form locations prior to placement of concrete If form layout varies (+) or (-) 1/2" from indicated design, notify Archrtect immediately for all ad�ustments in dimensions C Concrete Floor Slab 1 Provide a concrete slab on grade where shown on drawings, placed over 4" gravel and properly compacted sub-grade Refer to structural drawings for location of control �oints, thickness', limits and slopes of slabs Seal exposed concrete slabs with Sonneborn"Kure-N-Seal" 2 All concrete work shall have a smooth troweled finish and shall comply with ACI 304 and ASTM C94 for materials and placement D Exterior Concrete Slabs. 1 Provide concrete paving slabs reinforced with welded wire mesh at exterior as shown on drawings Acl.erman Residence Permrt Package �'abe� - ' DIVISION 4: MASONRY A Concrete Masonry Units • 1 Masonry Contractor shall provide solid masonry units or fill cavities with Portland Cement grout mix at all bearing conditions. Typical full height, mortar shall not be used as structural grouting Re: Structural Drawings, Details and Specifications 2 Masonry Contractor shall provide type "S" or"M"mortar for all below grade conditions and type "N"mortar for all other conditions All concrete masonry units shall be standard hollow concrete blocks conforming to ASTM C-90, grade N, type 1 all solid concrete block units shall conform to ASTM C-145, grade N, type 1 3 Masonry reinforcing as indicated on the drawmgs All reinforcing shall be fabricated of hot dipped galvanized#9 masonry ga steel bars 4 Loose fill insulation Insulation shall be non-combustible water repellent and inorganic, complying with ASTM E84 and ASTM C549 Flame spread 0 Fuel Contribution 0 Smoke density 0 B Stone 1 All rough stone shall be moss rock sandstone random pattern as selected by the architect General Contractor shall submit samples and construct a 3' x 4' sample panel All stone shall have a gradation matching the approved sample Stone veneer to be 6" thick nominal 2 Attach to backing with heavy gauge, non-corrosive ties at an interval of one tie per 2 square feet 3 Stone paving to be 1" nominal thickness Colorado Buff Sandstone set in a random pattern m a mimmum 1 1/2" mortar bed wrth welded wire fabric reinforcing Provide a 3' x 4' sample panel for Architect's approval 4 All mortar colors and/or patterns to be selected by the architect and may be different for each type of masonry DIVISION 5: METALS A Structural Steel 1 Structural steel design information- see structural drawings Steel sizes and final structural details shall be provided by the Structuial Steel Contractor/Fabricator Architect has reviewed structural design for basic structural and des�gn requirements Ackerman Residence Permrt Package Page 8 . ` only. Provide shop drawings prior to fabrication All structural steel shall conform to ASTM A36. � . 2 All ferrous metal fabrications shall have welds ground smooth and one shop applied coat of primer which shall be touched up after erection � 3. All steel in contact with earth, masonry or other dissimilar metals, shall be coated with asphaltic paint B Flashings and Sheet Metal 1. Furnish and install metal roofing with concealed fasteners in accordance with the manufacturer's specifications a Copper shingles as provided by Vail Metal Systems 2 Copper copings, flashmgs and counter flashmgs shall be cold rolled temper, weighmg not less than 16 oz per sq ft 3 All flashings and sheet metal shall be installed per standard practices as described in the S M.A C.N A Handbook DIVISION 6: WOOD AND PLASTICS A Rough Carpentry 1 All framing lumber shall meet or exceed the following specifications a All headers, beams,�oists, and horizontal framing fb = 1,250 PSI and"E" = 1,600,000 b All post, studs, plates, sleepers, furring, and bridging fb= 1,000 PSI "E"= 1,600,000 c Machine bolts - ASTM A307 d Lag bolts - fed spec FF-F-1-1 (galv at ext locations) e Nails - common fed spec FF-F-1-1 (galv at ext locations) 2 All wood blockmg, wood framing, wood furring, etc used in contact with the earth or concrete shall be pressure treated with decay resistant materials in compliance with TT-W571, AWP-LP-2 Ackerman Residence Permrt Package Page 9 � ' 3 Stud sizes are 2 x 6 & 2 x 4 as indicated on Drawings 4 Sizes of floor and roof framing materials and spacing are indicated on the structural � _ drawings Sufficient blocking must be provided in each case for support of decorative wood trim and accessories. r 5 All headers shall be two 2 x 10's for 2 x 4 walls and three 2 x 10's for 2 x 6 walls, unless otherwise shown on structural plans 6 Sill plates shall be treated wood and be bolted to foundations with mimmum of 1/2" d meter anchor bolts spaced at 4' o c maximum and embedded mmimum 7" into concrete There shall be a mmimum of two bolts per sill piece, one bolt located wrthm 12" of each end of each piece. 7 Penetrations of ma�or structural members shall be discussed with ArchitecUEngineer prior to drilling, and shall follow Manufacturer's recommendations 8 Floor�oists shall be doubled under all walls parallel to floor�oist framing 9 Dimensions for framing shall be per Architectural drawings 10 Provide firestopping as required by code 11 All wood in contact wrth earth shall be coated with asphaltic paint 12 Sheathings used shall be 5/8" exterior grade plywood unless otherwise noted B Fimsh Carpentry 1 Exterior Trim a All exterior fascias and trim to be Western Red Cedar in sizes and shapes as shown on drawmgs in Select Grade b All soffits to be Western Red Cedar in 1" x 6" nominal tongue and groove boards with V-groove in hand planed texture 2 Interior Trim a Interior trim to be of various shapes and finishes as determined by owner 3 Wood Flooring a All wood flooring to be determined Ackermzn Residence Permrt Package Page l0 C. Stair to be constructed per approved shop drawings Contractor to coordinate with the stair builder during beginning of rough framing Treads and risers of � - structural pine with rails, balusters and stringers of straight grain Submit samples for approval D Custom Casework 1 Custom casework will be of various styles, sizes, species and finishes as shown on the Drawings and chosen by Owner 2 All Architectural wood work shall conform to AWI custom grade standards Substrates shall be 45 lb. densrty industrial grade fiber board 3 Provide shop drawings and samples for Owner/Architect review and approval E Countertops 1 Kitchen countertops are to be as designed by Kitchen Designer and approved by owner 2 All other countertops are to be tile as specified by Owner Tile backsplash and edge 4 Plastic laminate shall conform to NEMA std LD-3-1980 - GP50 and U L class 1 DIVISION 7: THERMAL AND MOISTURE PROTECTION A Dampproofing 1 Dampproof exterior sides of all site walls not part of the building foundation, from grade to bottom of footing. Dampproofing shall be Hydroxide 128 Spray-Mastic by Sonneborn Building Products, applied per Manufacturer's recommendations B Self Adhering Sheet Waterproofing 1. Waterproof all exterior sides of buildmg foundation walls and exterior patio walls as shown on drawings. Waterproofing shall be Bituthane 3000 by W R Grace Co or Jiffy Seal 140/60 by Protecto Wrap Corp Install per manufacturer's recommendations including primer, corner fillets and compatible protection board (Note This foundation waterproofing may be changed to dampproofing above upon recommendation of soils engineer) Acl.erman Residence Permrt Package Page 1 l . ' C. Sheet Membrane Waterproofing. 1. Waterproofing for all shower pans shall be Chloraloy 240 by Noble Co , Grand ` _ Haven, Michigan Install per Manufacturer's recommendations for shower pan linings D Vapor Bamer: 1 Provide minimum 6 mil polyethylene sheet at exterior framed walls and roof/ceiling Lap�oints and tape to seal 2 Provide 6 mil polyethylene vapor barrier under all interior slabs and grade E Flashing 1 Thru-wall flashing, base and head flashing shall be as manufactured by Fiberweb and shall be Series#200. 2 All beams and lintels shall have an approved flashing and shall be considered as being"water-tight" except as noted on drawings F Building Insulation 1 Exterior framed 5 1/2" walls to be insulated with R-19 fiberglass batt 2 Roof to be insulated with R-38 fiberglass batt insulation with 5" poly isosanurate above deck Total R value of insulation 53 � 3 Foundation walls to be insulated with 1 1/2" thick extruded polystyrene board insulation Insulation shall be Dow Styrofoam Thermadry installed on exterior face of wall, from grade down to footing 4 All floors overhanging exterior space or garage shall be insulated with foil-faced R- 30 fiberglass batt insulation with facing towards the finished space 6 Provide continuous 1"thick by 6"wide fiberglass batt sill insulation between foundation wall and wood sill pates 7 Batt Insulation Mineral wool fiberglass based blankets with Kraft paper face complying with ASTM 665-84 Provide in thickness' as designated G Roofing 1 Cold roof as detailed on drawings Ackerman Reside�ce Permrt Package Pa°e �2 2. Waterproof inembrane and underlayment shall be either"Bituthene" ice and water shield system by W R. Grace or"Protect-O-Wrap" 140/55 by Jiffy Seal H Siding• 1 Siding shall be 5" groove cedar sidmg western red applied as approved by Owner and Architect Continuous length boards - install per accepted methods I Wind Infiltration Barrier: 1 All frame walls shall be covered with"Typar Housewrap" installed per Manufacturer's directions. J Joint Sealers 1 Provide�oint sealers of the followmg types• a Exterior One part polyurethane, Pecora Dynatrol I b Interior Acrylic Latex, Pecora AC-20 c Bathtubs, showers and other wet areas Silicone, General Electric Sanrtary 1700 d Expanding foam sealant Polycel One by W R Grace Co 2 Provide�oint backing bond breaker and or primer as recommended by Manufacturer 3 Colors to be selected by Architect from Manufacturer's standard colors Provide color samples. 4 Provide sealers m the following locations. a Joints between exterior door and window frames and rough wood framing- fill gaps completely with expanding foam sealant b. Under door thresholds. c Exterior�oints between dissimilar materials such as stucco, wood and stone d Around bathtubs, showers and lavatories e Flashing reglets and retainers Ac6erman Residence Permrt Package Page 13 • " f. Joints at penetrations of walls, decks and floors by pipes and other services and equipment. - � � g Penetrations of exterior walls. h Open�oints between dissimilar materials i. Other�omts as indicated on drawings or as required for complete installation 5 Provide two (2) coats of clear non-yellowing/water repellent coating on all interior floor masonry Standard of performance: Chemical Products Corp CP-250. Provide 5 year labor and material warranties. DIVISION 8: DOORS AND WINDOWS A Exterior poors 1 Entry and garage man doors are to be copper clad wood doors as provided by Windsor Door and Millwork Company 2 Exterior doors shall be provided with full head,�amb and door bottom weather stripping B Interior poors 1 Interior doors shall be 1 3/4"thick custom solid straight grain fir, sizes, styles, and finish chosen by Owner. C Garage Doors l. Garage door shall be wood, steel insulated overhead sectional door faced with cedar siding as shown on drawmgs, by Overhead Door Company or approved equal 2 Hardware shall be Manufacturer's standard, adequate to handle the weight of the finished door poor shall have a motorized operator with remote control Operator shall have integral lights with delayed off function 3 Provide full shop drawmgs for door, hardware and operator for Architect's approval D Windows and French Doors 1 All windows shall be painted wood wmdows with copper cladding as shown on the drawings and 5/8" clear insulated glazing as chosen by architect or owner Refer to drawings for sizes and types Ackerman Residence PermR Package Page 14 2 All French doors shall be copper clad wood French doors as shown on elevations and 5/8" clear insulating glass as chosen by architect or " _ owner Sizes shall be as shown on the drawings 3 All glazing shall be manufactured for installation at 9,300 feet above sea level and y tempered where required by code All hardware to be Manufacturer's standard with polished brass finish. 4 Provide full shop drawings for all windows and French doors with large scale drawings showing window elevations, mutin locations and details. 5 All windows and doors are to be factory painted exterior and un-primed interior Exterior color as chosen by Owner Interior finish as chosen by Owner. E Glazing 1 All exterior glazing shall be 5/8"clear insulated glazing, tempered where required by code and where noted on drawings 2 Refer to Archrtectural Drawmgs for sizes and general descriprion 3 In-place system shall be designed for 35# per sq ft wind load 4 All interior glazing shall be 1/4" clear plate glass, tempered where required by the U B C and/or where noted on drawings Mirrors shall be 1/4" clear plate glass with polished beveled edges F Hardware 1 Provide Alpine Designs 800 Series hardware or equal with polished brass finish in passage, privacy, dummy and entry functions Provide full schedule and cut sheets for Owner's/Architect's approval DIVISION 9: FINISHES A Gypsum Board 1 Provide 5/8" gypsum board at interior walls and ceilings 2 Provide 5/8" Type"X" gypsum board at the following locations a All interior walls and ceiling of garage Acl.erman Residence Permit Pacl.aoe Page IS � ' b Both sides of walls and ceiling of Mechanical Room 3 Provide 1/2" glass mesh mortar board by Durock at all walls in tub and shower � � surrounds and built-m shower benches. 4 Provide 5/8"water resistant"W R" gypsum board at all moist locations (i e bathrooms, laundry, etc) and at walls which will receive stone veneer or tile other than tub and shower surrounds. 5 All gypsum board walls to be taped, sanded and textured Texture shall be approved by Owner and will be smooth or palm finish of drywall compound modified wrth sand provide 4' x 4' mock-up panels of each texture for Owner's approval 6 Provide 3/4" bullnose corner bead at all outside corners 7 Provide a U S G 200 B metal trim at all locations where drywall abuts dissimilar surfaces B Tile 1 All tile will be provided and installed by Contractor Follow recommendations of the Tile Council of America (T.0 A) for tile mstallations as follows a Tile walls shall be installed as follows i Shower and tub surrounds and shower benches over glass mesh mortar board T C A W-244 (use latex-portland cement mortar and grout) ii Other tiled walls over"W R" gypsum board T C A W-243 b Tile floors shall be installed as follows. i Shower pans over sheet membrane waterproofing T C A F-121 ii Interior thinset floors over wood deck. T C A F-142 iii. Interior thinset floors over concrete• T C A F-113 2 All tile shall be selected by Owner C Carpet 1 All carpet and pad shall be provided and installed by Contractor and selected by Owner D Painting. 1 General Contractor, prior to painting any surface, shall completely mask, remove, or otherwise adequately protect all items in contact with painted surfaces but not scheduled to receive paint Surfaces to receive paint or other surface treatments Acl.erman Residence Permrt Paci.age Page 16 - " shall be thoroughly cleaned, free from dirt, oil, and all other foreign substances Spot prime all exposed nails and other metals which are to be painted with emulsion , paints, using a primer recommended by the manufacturer of the coating system. � When applying paint, allow sufficient drying time between coats, and do not apply pamt in areas where dust is being generated Painting schedule is as follows• (refer to fimsh schedule) 2. All wood surfaces to receive paint shall have a moisture content of 12%%d or less 3 Color and sheen shall be chosen by Owner Provide three samples of each fimsh on actual sample to be finished E Requirements. 1 NFPA 90A shall govern where applicable Materials shall meet ASTM E-84 standard for smoke development of 50 or less, and a flame spread of 25 or less DIVISION 10: SPECIALTIES A Bath Accessories 1 Bath accessories shall be as chosen by Owner and provided and installed by Contractor B Fire Extinguishers 1 Provide 5 lb A-B-C general purpose extinguishers with Manufacturer's standard wall mount bracket at Garage, Mechamcal Room, and Kitchen Extinguisher to be Larsens Model #MPS DIVISION 11: EQUIPMENT A Residential Appliances: 1 Residential appliances shall be as follows or as specified per Owner DIVISION 12: FURNISHINGS None required Acl.erman Residence Permit Package pabe �� - DIVISION 13: SPECIAL CONSTRUCTION None required DIVISION 14: CONVEYING SYSTEMS None required DIVISION 15: DESIGN-BUILD MECHANICAL REQUIREMENTS A Intent 1 The mtent of this design-build specification is solely for the purpose of defimng guidelines and responsibilities of the Design-Build Contractor(D B C ) for the design and construction of all mechanical systems required B General Requirements• 1 All requirements of the "General Conditions of the Contract for Construction", AIA Document A201-1987 apply to this section 2 The Design-Build Contractor(D B C.) shall be hired by and be under the direction of the General Contractor The General Contractor shall have ultimate responsibility for coordination of all portions of the work, especially between various Design-Build Contractors, and between Design-Build Contractors and all other contractors 3 The D B C shall assume full responsibility for the generation of design parameters, design, documentation, installation of the mechanical system, and placement of the mechanical system into operation The mechanical content and sufficiency of the work remains solely the responsibility of the D B C The D B C shall coordinate with the General Contractor and all other applicable subcontractors to mmimize problems and to facilitate the construction of a complete and functioning system according to the design parameters agreed to by tlie Owner 4 If the General Contractor contracts the mechanical systems to more than one D B C , it shall be the responsibility of the General Contractor to coordinate between mdividual Design-Build contractors to assure that the provisions of this section are fully carried out 5 The General Contractor shall be responsible to schedule submittals (including adequate review and revision time), and to ensure that required submittals are received on time to avoid delays of the work. The Architect and his consultants shall review submittals in a timely manner to help avoid such delays Ackerman Residence Pernut Package Page 18 C. Quality Assurance ` . 1 All work shall be designed and executed in accordance with the current edition of the Uniform Building Code (UBC) and all other applicable state, local and/or public utility codes and regulations. 2 The design, methods of construction and materials of the mechamcal system shall be in accordance with the current edition of the following applicable regulations, references and standards. a Uniform mechanical Code (UMC) b Umform Plumbing Code (UPC) c. American Society of Heating, Refrigeration, Air Conditiomng Engineers (ASHRAE) d American Society of Mechamcal Engineers(ASME) e American Society for Testing Materials (ASTM) f Factory Mutual Laboratories (FM) g National Electrical Manufacturers' Associat�on (NEMA) h National Fire Protecrion Association (NFPA) i Sheet Metal and Air Condrtionmg Contractors National Association (SMACNA) � Underwriters Laboratories, Inc (UL) k American National Standards Institute (ANSI) 1 American Society of Plumbing Engmeers (ASPE) 3 The design and performance characteristics shall conform to all professional standazds and practices as established by the current editions of the following references and standards a American Society of Heating, Refrigeration, Air Conditiomng Engineers (ASHRAE) b American Society of Plumbing Engineers (ASPE) Acl.erman Res�dence Perm�t Package Page 19 4 4 The D B C. shall be a contractor, licensed in the Jurisdiction where the pro�ect is � located to perform the portions of the work he intends to complete Both the - Professional Engineer retamed by the D B C and the Professional Engineer(P E) retained by the Architect shall be licensed in the state where the pro�ect is located 5 The D B C shall guarantee all materials, workmanship and the successful operation of all equipment and apparatus installed for a period of one (1) year from the date of the final acceptance of the entire work. The D B C shall repair or replace any part of the system which may show defect during that time D Design-Build Process Outline• 1 The D B C shall survey the pro�ect and discuss with the Owner, Architect, General Contractor, and all applicable subcontractors the function and control of the system with regard to the building program The D B C shall develop and present to the Owner, Architect, and General Contractor, the design parameters along with the first cost, energy costs and applicable alternatives The D B C shall revise the design parameters until acceptable to the Owner and shall receive written approval of the final design parameters prior to proceeding with design and documentation 2 The D B C shall design the systems to achieve the approved design parameters During the design phase the D B C shall coordinate with all design professionals whose work interfaces wrth the mechanical systems in order to produce a complete and functioning system appropriate for the use and design intent of the pro�ect 3 The D.B C shall develop construction documents including drawings, specifications and equipment submittals relating to the mechantcal work These drawings shall define the scope of work and level of performance with respect to design parameters as well as construction procedure and responsibility The D B C shall retain a Professional Engineer(P E ) to review the construction documents and produce a peer review report stating that in the P E 's opinion the design parameters will be met by the system as designed This peer review report shall bear the license stamp of the P E The D B C shall then submit these construction documents with copies of the approved design parameters and peer review report, for the General Contractor's review and comment 4 Upon review, the General Contractor shall forward the construction document submittal to the Architect. The Architect will forward the construction document submittal to the P E. retained by the Architect for concurrent review and comment The Architect shall review the construction document submittal for coordination of work relating to architectural constraints and intent only The Architect shall return the reviewed documents with the P E 's and Architect's comments, to the General Contractor for forwarding to the D B C The D B C shall not start construction prior to receiving and respondinb to reviewed drawings Ac6erman Residence Permrt Pacl.age Page 20 5 The P.E. retained by the D.B C. shall also be retained to inspect the mechanical systems and prepare a written review at the rough-in stage and again at final r - completion The D B C shall forward a copy of these written reviews through the General Contractor to the Architect. The D.B.0 shall perform any and all additions and modifications required by the reports Upon final completion, the D B C shall certify, in writing, that all mechanical systems are installed per code, contract documents, and mdustry standards 6 Prior to receiving final payment, the D B.C. shall provide the Owner with the Pro�ect Close-out Documents, a written copy of the one-year warranty, and a final walk- through to explain operation and maintenance of the system to the Owner's satisfaction E Submittals 1 The construction document submittal shall include five (5) copies of all mechamcal design documents including drawings, specifications, material and equipment product data and any other information necessary to thoroughly define the system and demonstrate that the system will meet the design parameters This submittal shall also contain the approved design parameters and the stamped peer review report 2 The Pro�ect Close out Documents shall contain a All manufacturers' product data, listing model numbeis and specific information for each piece of equipment in the mechanical system b Complete detailed instructions covermg opeiation, lubrication, general maintenance, the repair of all equipment for plumbing, heating, venrilating, and air conditioning systems c Temperature control diagram with sequence of operation for all systems The above ulformation shall be typewritten and bound in a loose leaf binder for the Owner's use Two (2) copies shall be submitted 3 As-Built Drawings Provide one (1) set of complete As-Built Drawings Drawings shall be submitted on reproducible mylar Drawings shall accurately show the mechamcal system as constructed, complete in all respects F Mechanical Systems Outline 1 The following outline of basic systems to be included is presented as a starting point from which the D B C is to begin developing the actual design parameters The outline is not intended to be a complete and comprehensive list of systems Alternate Acl.erman Residence Permrt Package Page 21 ` � and/or additional systems and/or products may be suggested by the D.B C in meetings and discussions with the Owner and Architect to meet the design Y parameters. a. In-floor hydronic and hot water baseboard heatmg system _ i. Natural gas fired ii. High efficiency equipment wrth electronic ignrtion iii. Automatic set back thermostat b. Full domestic hot and cold water, waste and vent systems. c. Natural gas piping to appliances and mechanical equipment d Exhaust fans, ducts and caps including appliance exhausts & crawl space vents e Snow melting system for all interior paving, decks, and driveways f Water softening g Reverse osmosis water filter system h Frost proof hose bibs located inside garage and around house perimeter i Whole house fire suppression system as required by local code G Plumbing Fixture and Frttings , 1 Models and Manufacturers as chosen by Owner DIVISION 16: DESIGN-BUILD ELECTRICAL REQUIREMENTS A Intent 1 The intent of this design-build specification is solely for the purpose of defining guidelines and responsibilrties of the Design-Build Contractor (D B C.) for the design and construction of all electrical systems B General Requirements: 1 All requirements of the "General Conditions of the Contract for Construction", A I A Document A201-1987 apply to this section 2 The Design-Build Contractor shall be hired by and be under the direction of the General Contractor The General Contractor shall have ultimate Acherman Residence Permrt Package Page 22 - � responsibility for coordination of all portions of the work, especially between various Design-Build Contractors, and between Design-Build Contractors and , all other contractors 3 The D.B C. shall assume full responsibility for the generation of design parameters, design, any required documentation, installation of the electrical system, and placement of the electrical system into operation The electrical content and sufficiency of the work remains solely the responsibility of the D B C The D B.C. shall coordinate with the General Contractor and all other applicable subcontractors to minimize problems and to facilitate the construction of a complete and functiomng systems according to the design parameters agreed to by the Owner 4 If the General Contractor contracts the electrical system to more than one D B C , it shall be the responsibility of the General Contractor to coordinate between individual Design-Build Contractors to assure that the provisions of this section are fully carried out. 5 The General Contractor shall be responsible to schedule submrttals (including adequate review and revision time), and to ensure that required submittals are received on time to avoid delays of the work The Architect and his consultants shall review submittals in a timely manner to help avoid such delays C Quality Assurance 1 All work shall be designed and executed in accordance with the current edition of the Uniform Building Code (UBC) and all other applicable state, local, and/or public utility codes and regulations 2 The design, methods of construction and materials of the electrical system shall be in accordance with the current edition of the following applicable regulations, references and standards a National Electrical Code (NEC) b American Society for Testing materials (ASTM) c Factory Mutual Laboratories (FM) d American Society of Heating, Refrigeration, Air Conditioning Engineers (ASHRAE) e National Electrical Manufacturers' Association (NEMA) Acl.erman Residence Permrt Package Page 23 • f National Fire Protection Association(NFPA) ' g Underwriters Laboratories, Inc (UL) h American National Standards Institute (ANSI) 3 The design and performance characteristics shall conform to all professional standards and practices as established by the current editions of the following references and standards• a Institute of Electrical and Electromcs Engineers 4 The D B C shall be a contractor, licensed in the�urisdiction where the pro�ect is located to perform the portions of the work he intends to complete 5 The D B C shall guarantee all materials, workmanship and the successful operation of all equipment and apparatus installed for a period of one (1) year form the date of the final acceptance of the entire work The D B C shall repair or replace any part of the system which may show defect during that time ---------------------------------------------------------------------------- -------------------------------------------------------------------- D Design-Build Process Outline 1 The D B C shall survey the proJect and discuss with the Owner, Architect, General Contractor and all applicable subcontractors the function and control of the system with regard to the building program The D.B C shall develop and present to the Owner, Architect, and General Contractor, the design parameters along with the first cost, energy costs and applicable alternatives The D B C shall revise the design parameters until acceptable to the Owner and shall receive written approval of the final design parameters prior to proceeding with design and documentation 2 The D B C shall design the systems to achieve the approved design parameters During the design phase the D B C. shall coordinate wrth all design professionals whose work interfaces with the electrical systems in order to produce a complete and functiomng system appropriate for the use and design intent of the project 3 The D.B C shall develop construction documents including drawings, specifications and equipment submittals relating to the electrical work These drawing shall define the scope of work and level of performance with respect to design parameters as well as construction procedure and responsibility The D B C shall retain a Professional Engineer(P E) to review the construction documents and produce a peer review report stating that in the P E 's opinion the design parameters will be met by the system as designed This peer review report shall bear the license stamp of the P E The D B C shall then submit these construction documents, with copies of the approved design parameters and peer review report, for the General Contractor's Acl.erman Res�dence Permit Package Page 24 � � review and comment 4 Upon review the General Contractor shall forward the construction document y - submittal to the Architect The Architect will forward the construction document submittal to the P.E retained by the Architect for concurrent review and comment The Architect shall review the construction document submittal for coordination of work relating to architectural constraints and intent only. The Architect shall return the reviewed documents with the P.E 's and Architect's comments, to the General Contractor for forwarding to the D B C The D B C shall not start construction prior to receiving and responding to reviewed drawings 5 The P E retained by the D B C shall also be retained to inspect the electrical systems and prepare a written review at the rough-in stage and again at final completion The D B C shall forward a copy of these written reviews through the General Contractor to the Architect The D B C shall perform any and all additions and modifications required by the reports Upon final completion, the D B C shall certify in writing that all electrical systems are installed per code, contract documents, and industry standards 6 Prior to receiving final payment, the D B C shall provide the Owner wrth the Pro�ect Close-out Documents, a written copy of the one-year warranty and a final walk- through to explain operation and maintenance of the system to the Owner's satisfaction E Submittals 1 The construction document submittal shall include five (5) copies of electrical design documents including drawings, specifications, material and equipment product data and any other information necessary to thoroughly define the system and demonstrate that the system will meet the design parameters This submtttal shall also contain the approved design parameters and the stamped peer review report 2 The Pro�ect Close-out documents shall contain a All Manufacturers' product data, listing model numbers and specific information for each piece of equipment in the electrical system b Complete detailed instructions covering operation, lubrication, general maintenance and the repair of all equipment for the electrical systems The above information shall be typewritten and bound in a lose leaf binder for the Owner's use Two (2) copies shall be submitted 3 As-Built Drawings, Provide one (1) set of complete As-Built Draw�ngs Drawings Acl.erman Residence Permrt Package Page 25 :, - shall be submitted on reproducible mylar. Drawings shall accurately show the electrical systems as constructed, complete in all respects ` ,F Electrical Systems Outlme. 1 The following outline of basic systems to be included is presented as a starting point � from which the D.B C. is to develop the actual design parameters. The outline is not intended to be complete and comprehensive list of systems Alternate and/or additional systems and/or products may be suggested by the D.B.C. in meetings with the Owner and Architect to meet the design parameters a Power for convenience outlets, appliances, mechanical and electrical equipment and specialty equipment b Lighting system including interior and exterior lighting and switched outlets c Fire detection and alarm system d Telephone and television systems including wiring and outlets e Provide 20%%d additional capacity for future use over and above the requirements listed herem f The following specialty items may be added at the Owner's request i Securrty system ii Audio-Visual system g The electrical D B C shall coordinate and size system for the sauna and spa requirements including power for equipment, etc h Trenching and backfilling for all underground electrical installations i Power and control wiring for heating, ventilating, plumbing, etc 2 The schematic electrical drawings should be used by the D B C in con�unction with the outline above to develop the design parameters The drawings are schematic in nature and are issued to provide an indication of the intended system and scope only G Fixture Schedule 1 Refer to the schematic electrical drawings Ackerman Residence Permrt Package Page 26 � ` - ` \ � w � � � ` 1 \ • t , „ � � i �_ - ,_�,--�_ _ _ ��„*'�^++�,... � � p , f �e�C�� ,��� r � � - Seger rg & _ - , ' Asso�iates ` ��; _ � Archite�ts P,C.-A.1.A. � ARCHIi'EC?URE � i PLANNINC � INTER14R5 ° r � Main t�'ice � � _ t 000vSa�th FC'olorstid"o 8Road West � Tef:97Q�476-4433 7YPI�AL ROO� COh1STRllGTI4N Fax:974/476�bt18 , COPPER SHIt��.ES GLA55 "A" ON SN�Et 1"1EM�RAN� ' , UJA'�I�PR�OFIt� ON ROOF F�L'F c�N �s" CL7X � ,� f'LYWOOD SHEATHlC�Cs LAMINATEb TO 3 �iz" POLY ��� 150S�tURAtE INSUI.ATION O�a 3/d"' PLYUJOOD ROOF �6�j j��jy��, �NEATNINCx ON ROC7F JUIStS lUJ R-38 BAT7 INSULAtION ��(� �,h� �30�bcu2 do$0502 �--`� p Fax:303/g23-2262 ✓ I � _ `r ��•` �Ot�J' � l � � 1 I SEE 5HEE1' ,48.0 FOR T1'PIGAL r ' / \ ✓/ �� �Al/� DE"�AIL / / ' � Z4 � / �� . � � � �'� p�`� , � �, ,. �\ - 3 �� �� \�� $. �� �� � ii ��, / /r%� �\\ �/�\y� � , � , _ .f /� \ � � � /�'�� � _ ,�--`"`_.`-----' - \� � � -__�._ �� � '�, � // • ,,/'� � //J ^\�� \� � �� // � x� ' �� I�� � // // \� /// / \ / � /� /� �;\ r�/ // '� / �\ \�\ ` �� // �/ �` ' // �� � //� /� / /, \ �. \ �\� . . / / `� // �����/ // / // \\�\ \�\ ���. / // J �� / i' / \ � ��` 3�. `� � � i i 1 r�e �\ \ ���\ : �� \ , r � T.o s-ru� i � � , � \�\ "'� � ��/ 6�'-r�" �j� \\� \�� ��. 3 �. v � .� / r \�� �` '$ - � \ \ / < 'b` � � � � 2 `y'� / �. - � ,�� ,\� �\� �\ � ,� ,�� r� i i �`'� �� � � , � � � \� � � � _ _ - - -- - __ _ _ _. _ __ - - - - - � i �' �� � i `��� ._-�_ _�_�- - �- �- - ___ � - -I � ,� �� �' ,• � ��.` � � �� .� � - - - - -- - --- - -- - -- - -�- -- - -1 � �� , � � /, ��\ � ��, f - , � . � � - � ,� i , - - - _ _ _ __ - --- - - -- - - - - _. � � �\ r / _,._ - - - - -- - -- - - --- - --- � / �\ / / � �� , // ,3� \�\ / // 3 � � ����� . .� .� $, ( � $ `��\ / // ,� � � \\\ /� �> � �\ / / `� � � � \ 1 , /'; / �\\ / // � � � � A3.1 � �`'� <J � r i� 3�. � � �o s� � � � / 3 � y� � \ �,. 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T.o'�cROnt�-cR�� � � "- , �'-6" — - - - - � Date: 3-30-98 �- _� d 3���;=.k � _ °,-�;��;�.._��_ � ��= a;t.�.;:k=:< ���,�- i �:�,__, ����� � —� ���� ;��,,,��_;,�- ����= ���t��� � ����s�` PrQjeet No: 20022.00 I ---'��f-x�='r- ' =��a,� 1 � �F � ' . ���� � � � Drawn by: CAH l 1 � �.� ,.. ._ - - - - -- - - - _ — _ _ - - - - -- - - -�-� Checkedby: KR z �l,� f 1� � f�l� �� ��C f 01� - sh�t o� � � ,��.� ���.��=��-�,� . _ ..� _ ._ o�o�R��HT � a � ,��. , e. 1 � �.. ..._ -..- _ n ' - . -.r. S .. - � ' ; . �.-. ,_ . v � �. p� l. � � i Y .� ..� ._ ....�u-� N_ � Y ..z � . .� -e. 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Project No• 20022 00 � o oo0oa oa o 00 • • o� o C�'oG �OUNDATION DAMF'ROOFIN<s ON POIJNDATION DAMPROOFINCs ON �,�p p(�,p� oCf'oo�' �p - �•`� • ,.,�p o�,,o�,p000 00o Q`�o o�o o� CONCRfiTE �OUNDA710N U1ALL COtdCR�TE �OUNDATIDN WALL �o�,,o�po°oo doa o `�o 00 • • • , ���a`x,� �o�� �Oo�G, oO�o"� ��O�o� O ° - o o�o 000 0��o�o 0 0�0 oOc Oo �O �O °U ' *a o o�oo�Joo oa oo�oo 00�0 � ,,�.p �p,_,�-p � Drawn by: CAH • ����q�on 0,���o�S po����3✓0`�-�0��0����0 � . Ooo 0 ooUOoOo 0 oo�C7 0000�00�00�00�00�0o po0 � . '; ' o�floCPo�o�^��o�OC'Pa,CPo� poC�'o�'oCPo�1'o�,° �P �'}' , • �70 0°0� o 0 0`�70�c o`�o o`�o c�o `� � , . a � a• . . . �cP o������ PERIMET�R DRAINAG� P�RIME7ER PRAINAG� ;oCP��� °� �o00 � . . ' . • • . ; Checked by: KR I I ' •• � � sYSr q o d , - 2 !��� � �� �� � �I • . • '� ,•� . � Q,�o� O�r�o v � S75TEM <JO O r�oi'` '� +. a „ °� ~e I W� !r1 �!'� � �F 1 J��` VI � � � A5.� 3/�"= I'-p�� ��.� 3/4"=I'-��� r � � �C COPYRIGHT " -?s, . , / , ' "� ` • r �� ; .� `� � Pierce, � - Segerberg & ' � ` Assoc i ates � Architects ' P.C.-A.I.A. ARCHITECTURE �- PIANNING INTERIORS . � �� � � � � � �� � � � , nAai�ofhoe . � � 1000 South Fra�tage Road West C o i V D l.��� vTe�:970/476-44�33� Fax:970/476-4608 �QUI���I�� � MOTO� Denver Office 1617 Wazee St ' __ ' ' - -- L ��t"t i �IV� � ���1.���� ' SuiteC2 � Denver,Colorado 80202 . Tel:303/623-3355 Fa�c 303/623-2262 , ' . CE IL f1�1C� 1"10UNT�D SUSP�ND�D r � � O GE f L I1�1C� 1"IOUNTEp - � `, � G�f L f NC� 1"IOUN�'�D 1.U1 YENT FAN . � �, Q u�,��� �ou�r�n , � '� g0 SE�4L�D CE I L Ii�1C� i�'�OUNTED . " ; OU��.��"� , � �`'" DUPLEX fi�ECEPT,4CL� , '" ' UJ�' = UJ�,4T��i�Pi�00F . 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( � � m�� k �� � ��� �� � � �'� , � � �, r �� GFI � .��� � , , �� � , =�-==�_=�,����__ ��__. -�`��-�--__ -_ L:----�=: __ =� 1 ,- ., -_ _._ �. __. � , 3 �.��_����-���=�___---_���- � . ���= =�=s� � � �-��a � -���-�-��=-- --�=��_-�=_:���-�� -— __ �- -����= - —��_�-_`_=_����-�-�_ ' _ - - _ _ __ _ _ - _ _, f i � -_ _ __ __ _ __ _ _ -- --- -- - -- - -- - -- --- --- --- - - -- - - - � Revisions: � _ � � _ � PERMIT SET 3-30-98 . , � � � > . � / , Q - cn � � m rn . a� � - � rn 0 cri 0 tr1 - (1J ' � O Q Date: 3-30-98 � � 3 o Project No: 20022.00 J > J 1 w� Drawn by: PAH , N N „ O � Checked by: KI� ' � N . O N Sheet Of � � , � L � _ ' ` � � , U � 1 1�� C��1�1 � C��. l� � �� l� � l� � ��� I ��1� �1� �O� �l� �l�l � � U L G �1.� 1/4"=1'-m" � • E . L �.1 � U 'Q. �C COPYRIGHT � � � � , � _ � o, L C1 ' . lL ' � � , � � \ `t � ,� t Pierce, , � Segerberg & � � Assoc i ates � Architects -- P.C.—A.I.A. �� �� � � � � � �� � � � � ARCHITECTURE PLANNING ' INTERIORS . , �����..� �� . . /�I I � I �l.�C l.� � �I V� Main Office 1000 South Fronta�e Road West /d 1"�0��� vTje1:970/476-44�33� _--� —' ---- _ Fax:970/476-4608 - "-� ---_ � '�1 "t�(I V� � ���U��� .. ___ _ � ' � . , . ' � —�— CE f L INCz 1"IOUNT�D SUSP�ND�D �,,,,��;ce , ~`�,y 1617 Wazee St � ' O C�ILINC� 1"IOUNT�D s��c2 . 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Des{r�n vf t.u��vtdlal and con��r r� p .1 _ ` _ , �' f�erntat' Gol�r'c�do +�?�O� � 7 O t,.�G � .._i �._._�. Tsl: �11t►�-'�',� _:_=.�� � --x#� � �;�-" -�._:_�� , �;-�G���; �- -i;�='`{= ` - `'�`�` i;-;�' -"�i i- , .-, T O 1� ailowab�e bear�ng pr�s:ure of 3pCXJ Ibs per 5c�uare tcot �'dea� Taxr �"'JJb�-�bZ ;s � � — ^� ' @ G� � ``-!�{`,..-1" Q , r+�'� u ,' ���I � -�i'� �� ���.;=' '� z4 CY�;:. x 4' O" � _, ' - ° I� ±I-' ' lo�� lus fuli llve lor�d }aced on ;he n `urai . '=�ir�;��' d � -=� � - ���CA�iG ��, � 4 �° �`��,;; — 4�GC;:G. °1 �, d _, ��T�, - 4° G��G �L�, QIb"rc, GTR� �T �'_, ` ��;� �^� 4° �4�vG ' , P � },p a� un��sturbed 5olf, - , _ - - .,_,� PLA�"�✓ ,,_�. �'L��l o � - � ,'_� 5LE �LAIv� , `' ,..� 1 �' S� PLA�1�� ar �ampacted s,r�ctvrai fill,b�(o�w�rost de��h � , ..o�ur (G�.�tSr d b Refer ta 5oiis report no, 4'7-CrJ.,O� b� lr.�r-Mc�,�nta1n �n�f�+;,erin�, - 5 112" ° 2 t1�" �� � ° � �'/ a 4 EG`� li� �XT 5:�r�3) , Ltd � . - � � 4" GN"+1 5i0�h� L�GG� ----�'' � 4" �N°J STG�� ��Gc ---�` 4 � - . c �oif �anditicns Gn� tu�es shal( be ver�*aed � a repre�entative T � G 4 or" the 5ai�s Enatre�r c;;�r�r�g exc�vation. Q � � d ' ��� ���5 �'%�i� f Ci i , �f' � � <Y � , � riiw: ��JTTG�1 � 6 , - , `, ' ,,.' d *4 D;�:..5 x 2`-Su � 6 ° r- �ltw�02G�D GOhGfZ�Tc: ' " � � _ - �" G'�J STG�L.�nG� �-----'� - ° � . � ��8"oc x ^����. � � d i � „ � , e - � , a. AII G�f;G!^�tE G��stvn t� �aged on the "�ulfd!rg C.ada �'ceaai�-emen�s � , , 6 ���V 8'7-G �or Re'n�arced Gonue�" (AG! 3f8-8�) � � ' = ad � _ {�� ��'s �f��iT. ''�r� °' Bfl W � (2j �5'� C.G��T TO ° . {2J ��'� �K'�. TC , b ,Ail struct:ttai Gcrcrete �half have a m�nlmum 28-�a�cctr�tcs5ive � ` r , . _ , _ � - _ , - _ ; �1'�Bo�'i'o�t � � � � ' �� �' stren �h af 3,p�0 s(. � � - � - , ' #� � a o µ �_ �ti� �orroM � �N� �o7�roM. 96 � P � , + , - , D�v!5 x 2'-S" � _ x� D'r�...5 x � �� --,.� � a �4 i�W:.S x 2 8� c f'rovld., can�lr�tou� shear keys at vcrti..al coid JQ�n�5 cmd kher� - � � ��'g"�c b,a ' O4 ��cV 86�,,.p,� { � , � �d� o� , :-,.�\��` : �8� �L�V. 86'-O° �48"oc „ ' ELEY 82`-�" shown on drawings. . . � ° • � . �✓ - ` _ ° ,� d �C31^l. � U � � ° "�-,. a i S O W � " S p V1 � ` � - ' � _ ,° -� , A fi�Ih�GRG;�ta 9�EL: . " , y N . �a i"� � a ' ` � � � � � n' �.�:.;��- f�°1'G ��R------"�-�""� ''� °a� � � -d' k o - � ` o ra Af! detallEn�,fa�ri�atiorr�and �facemert o� relnforc�n� sv�cf - . ° � , - ' , . _ � � � T. � , � � �GF�p_,��c 5Ft7 5(. , ° `. � a�� -- - � - ` < < , yhC7!k b6 �tl AGGOT'dGtrG�s Wi�h the AGI T�rsuai of Gcr�cret.e fi�ra�t[ce � _ ' - - � - �`_p" b �xcept r�here oth�err��e nated ar� th� drow(ngs,re{nforc�rg bar� � , , - �� � - . ` _ - � ( ` ' _ � � � � � ` � sha,l �Qn-orm to �l5TM 5pect�lct�tlon A615-'t� cP^�i shal( be m�rtfmum � � ,� - ` � y - � , � � V �t"G�Cj� . , , _ . - � , -_ . - 8° , 6� �'� ` , m ' � l'-d ll=r" � 8" q 314" �' g� g,�� �11 m , � At �pl�ces tr cancrete, ta� ba�^5 3b cilt�meters �t spl;�es irt t m��onry, {dp bars �2 daamet�rs. � carners,make hortzontai bars � - ` �'-�" l , , ` � ' , 2'-b" � '-Ba � cdrtt�rtJ�us or prc3vide corner bars J�rc�urtd dpenings ard steps �n� - � _ . ` , _ . ' - �- �,�; � , - . - - �vans provrae d-��s e�c.:.na�n� i-v rseyona eac�� or open�g or, " °' � � . {�~��� � st�p. (Un(ess nated atherwf�e an the d�awin�� har�zor�al �s at f ���,:_ _ � ° � - : � � � '� � the top a� gfAdP��AtCS 5�1QII � �pliced cnl� at mtdspa� �et�een , - . � ��"� � '`��' � � 3/;�"-l`-4 � ` �� . � �� 3/�"=1'-O �� 314''=1'-O �� ��4 �_p �iers, and hcrizorta! bottom bars shail be spifced o�ly at pfer � � � � ��` - � ° ' _ f ��_ , � L�nt���i�,�s) .�;'} � � - � d_ Exce�t as noted cr� the �ror�in�s, minimrm con�rcte proteciton Por � , - _ , _ _ � � � , �' - re(�forcerrten� shail b, in actor��nc.� rvith AG! �IS-Sq �.` , . ' ' � e. V�.�,I�ed wrS fubrfG ahC+l; �orform to ASTM �pe�1r"i�at(an A-185, � < :f.� r _ � _ t�'� - ' - , � . °,=�° , _ � , : ! 3l�� 57RUG'i7Jt�AL�57�� , ` < < � - a 5yructur�l s�eef inembers shd(} be 1�5TM �6 A11 boits 1nGiud; - . ,���, �� °' 2x6 �ib"oc - . � GOi�'� 2xb �OT PLA'i� - — , � , � � :� � - W/�i�`"0 x k`_�,� ' ar,char bofts,shalE be r'�STM r'�30"'1 �"��� N=� � � � ���� ���n�G � _ b �xpa^slon bolts shd!! be approved we�r�e typa w!th the �aliawing - 1 � :�` , �'� ` " 2° - 75 GG�., 5� i'LA�1, ' I m;nfmum �mbedments� !/�" dia bo{t5 - 2-U�",a/8° dia baits - �- t� - ,µ'. ` ��' ��i. - W/p il2'� r"3A��, 'vr`! �, � { i/2° GO�rG.TOPPING� 3";3/4" d�q. b01ts - $". � ' � - , (�) 3/�4"4 �OLTS I � , S=� �����L� c Ad%�es}ve anchors caNed for on the draw�nas shalf be aldss ' � � �I ' Q" GG�G �LABf 1/�" GGN7 �X`E" �� � GQq5U(e tt�IpE SUC.I't LIS MDIIt� °P�^ab�nd" o� �+sitf "tfVA" anchor '„- �,�: PLA+�C J1' Mr�77..,'t"P, �LG�?� GO;�aT�;, ��----f�5((b l�Lr7 TO �s�,Ai�: t^�'=� i-!OD� GCT.5iR,-- r '"= � ,--� � � �' P}� q� �), 1 �� � +� � � � �:� „ , �� FLAN � L B�AM � COR 5�-ATHI�IG j �stems (cr s rr�ve�e �ivafen., M�i,m�m cm..edmen�s 1F not ,,;a , - - , 4 �'' y+i,/ 1l4" i�LL �N F�l..D� 5� PL�.ti 5�� °LA}J 5�� PLAN l specif�cally iR��cateci cn the �ra��rgs,s�all �, acGOrd�r� t� ths � , ° , „� � - ELEV. #CO-0 ,� � \ /� ; ' � � . m.�r.ufccture�'s s e�lf��a��0!i5 - , 1 -- � �� --� � a _q-�-__� 70 5Lr1B � , � _ , 1;.�s � _�.._�` _ `_--��_ Ei�'V (00-0° __� � ���V I��'-0" ��� � � - � �� d A+1i wel In 5ha1 ' n � o . - _ y: ,�;, , _..._ ; a ,, ._ f _��-_ . _ - , , �:�' � � � T.O ���AT�fihG �a- .� T O.5+���T�ii�� (�-�« - - ELEV !i0-O d g f ce dan.. F�y a certi�iec! we�tl.,r. T�o SH�ATNIhS ��—,i;��`a.. ,4-�!�;�i�� , EL��. 'r"���"t�tu '---_ `• � �` �~ � rc��1� � � i �1 1 �i#� �T.---`-i�---=-•-- -� — EL��I �;��-�{ �I��� CY � �{�{ � �LEV G�'�� �I.�•�� '{ ( �J�tw�nJRA� ihOGD �RAMf1�G• , . _ g:f� - _�G�;, ,..._.( __,, �=:i �� T O. �T6 -�- �-`�-Y"-�---�"� a �xcepf �,hete ncted otherw�se all �" (.�!n3er 5hal( be (Douc�las y �� �� �,� �'� ,� �- 7G` ST��L _ i C'i 57L��. , . . _ _+_;Y,,,� , -r� ,��I i;- a - - �---.-._. , � ,,� � �'�r-Larth} (Hem-F�r)�5 tr'o 2 Qnd better,a�d aIl _olact t[m.�er . � , , � , - , - �_J___�V ��-3 3l4 . 5`I���! {'�"t'1188----"--`� ` �` t�ams and post5 sha11 be (Davglas �►r-L�►-ch) (Hem-�1r) fi�. t . _ . `�° . - ` � \ � TO ST��L � ��,����,.�; � b. �tuds shdli be 5"svd grad� and bet�er (I7aug�as �ar-Lar�h� ' . ` , � _ . , � � " ' .� , . - � -, - � � � � a � ��� - . - . � - � 5�D AISG I?dU�i.� r'�NGL� ��''�-�---l�t'D ��.�M 5�� PL�� � Yr.2= ���,.*'t, ��.c F'LAN, 5lN,i'�ON It1T!! - �lAt'iR !O(5i5, (h'oRt-Fir)� . _ , _ , "" _ - �.. _ �� _ � s , " J ^ Yvr'2x GO'�iT iv�1L:=R 1�.�2x GGhT. tr`AlL�R �tr'1�i6�R, "fYP. � �'L�� c. Top and botyom plates choii ba �oug{as ��r-l.at�ch #2 and better. _ � , - ����^ m �+:��,R Gt�"#�., Wf ,'�ir� � , d Frnv�de solid bloc�cing dt supperts fcr wood�jo�SEs W��htr� f(oor� _° - ' ____,� � ,, _ � � ��� �`r �,� �IPI,F, (NI��} �5`5 D� 3i4"4 BOL�"� �3"aL RI��� TC3 �'t,DTi-1 G� fZir��t� T4 Y'��aTf� O� �015�3 S�Q:e�benea�t sot�d or built-up colvmr� noted cn pic��, � r' �" {�_�,� + co�vr ro� � � �� r!AR��. ,��`f'f�,Gr� �M F�.;�'��� �TTAC.�t b�a�ktr,g flf area �Quivafent to �oiumn a�ave s}+,�fl be provfdet! ; - ' - ' ���- � � - ` , � - - � �CJT, A 't�J � Ti�S - � W/ 0,145"� ORfV: �'�!'�S � i^U CJ,i��"C� G�(�JE t�l"�� . _ . _ `�'== - ' � ' " �24"ac �IG,�oc,5TA5G�� �"b"oG, 5T�,��;C�,:.�. e. Provld� wlndtseism(c a�chor at suppor�s fcr G!I rpof;�o,sts �nd �, _ � , � ' � ' ` � � � � trussed raft�rs Ar�hcr tup� sh�(i b� r�pprove�d by th�• �ru�tura! . _ :� , . , , , , � � � � � `, , � ,�, - � �g`na�r , - _ ' , ' _ . � f. Except as noted o�herwise,min,rrum na�li�g sha11 b� prov�ded as _ , _ 3, , , ' „_ � - G ,r , N_ , - s�.eci�ied in Table �Eo 25-Q �Nailing 5chcd!�le" vfi the U�G, ' - - � � - - � � , � ' �� 3/4 -�-O � � , �� 3/4 -i-D � , •�� 3/� -1-� �� 3/4 _!-� - , la�l edt�fcn. 2 x b �t�ds shall have 3-fbd nails each end, , ; ' � - � � . � . _ � � " � ------ _ ---- g All plyw�od floor ar,� roof sheathln� �h�ll b� as noted an the , , ' �, , � � _ , - ' ` � c�' . ' - drawlrag Giue a�� r,ad pls�woad fiopr ahea:hlr� ta Flcor Jai�ts _ ; � � � , , . - ' °�-� �. _ � with a�nesiv� conformcng to U�G 5yaf+dard No 2�-f� - � � , � . � , �"� � � � " ' , , � Trussed ra�ters, cr m�rufacturECi�ofsts,shalf be desir�ed !�y a - � � �- �' � , Golo�ada rea,istered eng��reer � aup��rt �F;e Pu{I un�Porm dead , � ,�r,� { � - , , ` and Iive toads and ans�other su�er�m��scd l�ad�. Web tarran���ne^� �� - , ''�'' - , � and m��rbtsr forces �hafl be determined �� th;; fa�r`Ica;or. . � � ' ` � ' � ' , 5.res�es sh�l! no} �xc.eed tho5e allo,�ed by t�he UB,G, !99! - ' . ' � ,�:� � , - , :;� - _ F .�,- = .-.-�`��X� �'rld'�OG 2k� @Ia��O� � � � i a . _ � � y � ed t�ort L.aad d,tra�lcn fac�or �hal( be t Ca. i Uniess ath�rw;se not�d,gt�el connector5 such a� those ' � � , - � � � # 1l2" GG�fG 70�Pl��, + , � �� �r ?x5 �fb`'cc �"�"-----.-� � f f12" G✓�1�. TG°r ikv, mar,ufactured by 5imp�cn Gor�pany shat! t�e useq to Join rarters, � , -'f lI2 GG'� �'.., PI�, -----,-_ �� 5_� t�, ' �:-r � � 5� ARG�i'L n I i!Z GD�iG, TOP"'r ING, t,russes,�oists, or benms to flther rrerr�rs a: f{u�h,-fr�r�d «:=�` �- �LhiL, �.s= �+,.GHL. _ �x6 �Jib cc 5�� ,�,RGH'L. � , -�'� � i {1� 2x� G��T--`�,� cond?tio!� - Gt�r�nector c�nd�tipna r�t ct.h�rv�ls� ncted �h�alf . ` � -`" � (2) ?.�c�r GJN? ' �Or. �'i..�.T�: �. . ' -.„;�' �'`�� �LC�-�� �N1"6, (2) �x6 GCN7' —}'LDCr� a�kT'G, � �LD�r� Su=A�Tt�iNG, � �Eilize Tupe t!,Tup� IU ar Tupe h'�hGnr�ers of a size ��"iSLffIGql�'� � � - . `,:�a� �'J�'.FLr�s i r � � � c.-� i : z�DT r L,t'��.' y p, � �,.r , (2) 2xb GO+�T �LOC�t 5'�'T.l'.-�, . � • �� � � , , . �,,�.� P��hi - � , �.�N � .,�c P��,`� - � - d.,si�ri�d fo, the member sup�brted �s sher�r, fn manUfa..tur�r s ��� - � v- � cOT. P�.AT�. 5_� PL.Ai�! .. , , _. � ���� - -- �`�' � p.�bfished ta.�,les - s T .�r�- y°t� ���.+�,�����.�,�c, --- - - __ _ ��.��_ roo�-a� �+ � �` - —�---► r�.�v ��o-��� �_ - � , :,�= t �L�V fIG�-o�� � �v. ,io�-o�l ``' � 3.r, - � - -- - - _ _--- ,. ._ _ � ��-;r�� �..._...�.. �_,�_...��b.. - - - � ST�;JG'i't1R{�L GLU�D L,�MfN�i�D 7I`��R. � f '�`�� _ }'d1 CA�T, 2x �i�+L�� T�, ��r�THi'� � - TO .,f�Mt�T�,� � � TO 5^�ATrtih� ! . TO �!-��1TE-klt�G ^ , - ` Rf�� '�0 Yr`'Dfiri O� �, -� } , „ , , � a. Moteria;s,m�nuFQcturer dnd ualit control ShaiE be In � . - - :� ,,,, _ r �L..V (��i'-� 3�!, t u� � ELE�� IG�-9 3/� EL�v Ifia-� �/4 �' � - , ' r- ,� :�' $ ` ��'�"��� �'��� �'O. STi�L ;'� - � o �� �, � 4an�a*rr,anGe wltE�t AITG Prad�ct� 5�andard fi'9�6-'�3, "5�t�vcturai - . �� � Y�f Dl��"q GQl�,ty � � �. _� � � T O 5'1�._._ T.O 5�:L _ 6;ued Lamir,a;�d Ti,mber°. ' ' < ` . . - ", �', �1�t5 �16�OGt 5TA6 , - , . �L�V--ICJB'-I! 3/S" . !/2'' V�:.B 5�I�"��RS, ` b.' Lvlii�er ���ll be of su�h str��s arac�e to provida glusd Camin��ed = " � - ��' �� � E t- , t � _ '- W;0 B�A1�i,5�E P�.AN, r 1 � � �_° . � ' ` � � � T,U. F4t1,c EA �,D� Q� �M ��� m�emb�rs w�th �117.. catr�natf�n .,yrr,00ls 2�F-V4, unles5 noted . - � ' < � „ f2� �xb GG`tT. ' , W24 ��A��',��r i�l.�N, ` l2) 2xb GG�T � -FL�OR JJiSTS --�+�� � r �---FLOO� .lQ�5T5, i �'�D. OV�r� GOk.. ! I R1PG� 'TO W D� G _ � other��se on drea�vir,r�s , � - _ � ` r � .� � � ��_ ` TOP Pv�'f� A Y�/GU�tT. Zx FiAiL�'R p � ��, �, �Dh 1TT11 BE� �i , { „ c. AI( memh,�rs shal! be Arch,te�tvrai Appe�,�r,�ce Craaer uniess , �VlST+�'.>C��: v� - TO, FL.r1+� 5�*�. PL�I - ��--� E PLAl4 4l4 •L'M.F�.A"'� r'1iTGti _ � ����R � Y+V 014� c� GRlVt indicaEed fltherwis� by �he, Arcnl�e�t _. . '�, ` RiFP"'r�7 TD Y�i1D7H Gr_ ' i ' �� d r�heslv�s shall rreet tFIS lCG�!A!'Ctt'1�Cf�5 FQt` WE� LD(!dl��OftS GP " - , � P.M FLA,h`C-�..r"-. f�l`I"t�t"iI-�, �,`--11 ~��° T.11 �^.'L}C'G� TY1� r Yd;� �.^�'��'I��� PI.AN� � �-.�.., f'I,,iS ��6aG,�.�STt�G • , - � _ ` � - e. _ _ �xr �;-r��.�-----...-�.� - . - . w�o�4�°v �R�v� r - , � - w�cor�r. 2x r�ai��z � � f � � � � ' � , . , � � _: . � :� � #'{h5 �I�acr STAG � c Al! member� shall have na cam'.�er. c f,.� - 5�� ra�?. l/S� �;� - � � RI��D 70 cnilDTH Gs�- ' _ , , - - � ' " _ _ � - , � _ ' �"' GOL ���LA.�: " �`` � r ' � _ �- , .�_�_ , r - � � _ �'"f i=Lr'LtiG� A�`i'AGH ; Wf�!'_1t��GAP YV/ � " ' BAGKFILLfi`►� �• ' � � - , : , � _ _ . - � ST�J AlGG DOGLSc ��iG�E , ��, � (2) 3l4 0 BOLiS. o. t?o na� faackfiil agaln�t reta'tt�n�walts un�1! ,.�p�a�^tirt� elem.,nt5 � � _ _ . SN�AR G�til�i WI MAx. ��a. � Wt Cll � � �'RI��T � ; � �� p . , - - _ f'�ti5 �tb oG, 5+r�,7 � � - ' ' � , _ � �F 3I4"4� BOLT�3"o� ( ` � - . a�e in pface and s�c�rely anchorerl,or adequately shored. � , , � } - , ° , , � , , h t - b VeriPy tu�e af �til with 5a11s �ng�n�er an� 9tructural �ngineer � _ � � , . . .` , � , ° , _ ' ' , � _ , ` , , � , , t�r(ar t� bac�fillin� " _ ; � _ ' - , � _ - . � . _ � , � , � - . -- R ` , � _ G�OUT, � ' ` - _ � � � `, _ � ° , - � . � � _ r � a. �I! grau� l�neath column base plates or s}eei'beams at bea�i�g � " � ° . ; � ' . t�, � � , _ _ ; � ° ' � , ' �� , �� �� - ' " ' s�:�If be non-shrinl� "Em�eco", "��v�-5tar"a� eq,uat, � � ' � . , , ` � , ` - � W(h'� ERAG3NG. � � ' � ` ' ' "�'�' r'�" �I'��=('�� � _ � _ _ _ `��"'�J 3!4"=�'-O .�� �l4�"=1'-� �� 3l4''=1'-D � a. Y�fails over �eet iony wht��are shea�hed with c�c�ngum �alfboard °' ,�' - ` °��- �° � � �-------- ar� one o�- bc�t fac�s hava been t�es►an�ct to t�asts� wir,d_forcos (n � ' - , ` ' � . - � � � a�ccrd�r�e w��h Tabte� 4�-t af the U�3 G, - - ' _ ,� , � ' � � " 1 4 - /. , . � , n. I�a�l all I12" au�sr%rt wall�oc�rd to �tvds ca^� Eo tap �,�d beitam � � - ° ' �, � ( , - , , p,ate� wltn 5d�coalet na►1s at'i" max��^,vm. ' - ` _ � - , ` _ � " 4 Pro�rtde #1�" thick,A.�'A ra�ed sheaLh?ng,24/!�, exposur� fi, at - F �, , � � � ' � , � ` - - ex}.�rlor �at� of ex�ertAr,r�al�s. �iock a1E horisontai�o�rhs - _ ' s - , ' 11i1fiUttlti E - � - , , - . ; ` , ' 2x6 �)b"ac -----.-_--... - , . � , � � ' _ � - _ ����1 ��ii���� , � �f�A,'�11� NOTES ,���..���pp0 RE���,,����. � ' � ' . � - � �. ! !1�" GGi�G i'O,Pi�6, � �x� 5H'i G 2xb �'!6'"oL _ + , ' , �- �O�••��,P H C .1' �_ S�Gr, 7?�17 �XT4n 4� W,�LS. ' _ C�. ; w ` . - � ' ' � a . � . 5� �,RGN L ✓ `"'----�-____� , � a Aff extettor wafl��are 2 x b s�ds � �fa" o G ta a maxlrrum � ' - ' � : c'i � c�� ' I 4� , ` , � . ^ ' „ � � '----� ��„�,cT 5?-�T6 � heT ht of 12`-b,Z x b �tuds � )2" o� tc a maxtmvm he; �: �r" - , = � p' � I i!2 GO�vG T�PP,i�G, ,� 9 9F' _ � � s � o � ' �---- (1) 2xb GO�i7 � ��S�=GT ?7/"7? - �� _ .. .� � _ �� � " . ` ' - � �!OUR Si�T`G, / BOT P� ,�T 5� ARC.ti L !�'-b and 2 - 2 x 6`s � ib" to a maxtrr�um hel�ht c� f'�'-4 unfess , �.c�� �i '�D q�':��� `' - ,' . ' ' � ' ' �� Pi��V �'' d��1EC1^ti3g f10�f�G{ ' i �'� a• � ° � 1 !l2".GG��t'a` TG�Pi1t�, - � 1 (!2ft GG;rG TG�Pi1VG, ' � �' �71 2xo GGNT. , b �rovlde,2 - 2 x 10 hEaders over ail door and W[ndow o enfn s , � _ ,. �''�i,��' '•••.•••'��� � � � GO�,5�� �L,�+l, �....- r � � � � GM W , � ! � ���_"_ �'_(/2"xb'xCi'-9" FLODR�1"G, . � � a = ��/i �N F.� �� . . , 5E� r�fZGt�L. x cc F��..�i L /--GOL_, .,�� PL�!�, �L�V. !iD-G - - _ ", ' S�� P�,��l BQT. �LA'T�. unl��5 otherwls� noted, ' . � .° ���ii��i� ��- ��������� _ Fi 4-�---�� ' , rtrnrun►� � �nt/f�!/2 �r'1�� f^tl - � C / Wl�1/2" 3t,5� W/ v T.J, S!i�ATul�G / ` �EGK GO�T<, i , c ,�;�eam t�earitsg lncat�ons in stud waf15,�rov�ae mrlt��le-stud- - ` �LO� 5NT`G, ' ' ��1 3I4"� BOLTS. FL�OR S�TG, �/�r° (2) 3/4"4 SDI.T� v rLEV 1GG'-� 3/4't , ��"� `�' 5rc PLAN �L�V 1lO'-O" ,�'�`�"�' �t'_il2"xb"x0'-I�" posts eq,ual to wJd�h o� bear-1ng member unless rtoted o�herwise. � I ✓ � � � � 5�� FL.�+�l' � �. �y. 5� PLr'1Pi _ T O. 5l'EG-i.. - - - I �t- T O ��?�Al"r?ING = - - - _- - - -_ --- - i7FGK G17�\5 a R., � a , - ` E � , 1 - -- `--'- _ � �, �� �- INT�RICR �OAt7-��ARlNG Wt�LLS � , , �L�V )ID-O �'+ � �"��/. 1{D'_O`� - - - - � �LEV IO�I'-3 3i4° � � - - ����,?�- ,�.(!2 xa hOTG+?� � �LEV fO�i'-q 314'' `'� 5�� �L�� _a In�erior load-bear►n� wal�s are Z x 4 stu�s ot fbrt o c.unless - < < R �Gi'�C: �"��"�� ' � , . � _ t ' , --- --- - - - - - - i 0 ShMATHfhG � T G 5?��:A3�tI'�� - 7 0 9'iccL j�-0��f -{��,� �.t7 5'T'��L _ �-- 1 2�C►G7 t�it�'i-G ct7 cFrer�t5e no�ed , _ � - , , , , �l...�V. �D�`�-q 314" E;.�'J !�a'-� 3/�" � � . ` � � �LEV IOa'-3 3/�" '" �.i ' " � E�. fi'rovlde 2 2 �t 10 fieaders over oper�(�1gs in walf unf�95 v�herwise � , !. ....- - ►n l�8 BGr�M,5�� PLA`� -�-- ° - � - ' ' , s .- ` - ' ' r o �����. i � r.o 5�r�� v�� ����r, 5�� ��.�.�v= ' r o s-r�� , � r�o�ea . - � . t°�v�je�� �iv: �St3�� i � - " , '� '`�`� � t�' , � � „ � �-� �c �� beam bear�n.� iocdtlons (n stud w�1Es,provida rra�lttple-stud , '_ _` . , � ! 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' � � . / � . ` f - .-.._ / _ / � �____ _ -�,, -_� 8 2 31 N 0 T E: / �'� � 1 . � ; � / /�.,� � • ALL DR(VES, WALKS, PATI�S,A�JD � ' � , / DECKS TO BE SNOWMELTED. � C� � , �` � / j 823 /-� _..� _ _ -- - /��-�_, ,, f. 2 ..,, _ - \ / , ,�, _ — -� . �� � REFER TO SURVEY FOR EXISTING � - � � � `��� `� � -��� " �� CONDITIONS. � � � / ' ���. � � . / cwoAr�cR Ta're �N / / ,` `��' � � • / / � \ �� OBOW ' / , � / �. � - ' � • / _ _ ._.. _ .,� / _ " ___�� � a I � � 10 CART PATH 8233 -- -� �--- ' / ! �`., / ASEMENT - s��wnt1 ro ` / _ ___ -- � f � / i BE ENC�NEERED � � ' / 1 � � • / � . / / J �� O O W �p � ' � _�_ _ , f ` � � h _ _ 8234 ��- � � � �_ *� i a� � �'�'% � �`� � °eOw , ENTER LINE OF > �` ��� ��. T � � ��� • ILITY EASEMENT � , i ` =y— /;;; •, �� , �. WATERR ZZM�N�OLE � � � 3 � ` ,r / e ' /r f%�.,,'�r 4 \ �\```, r'` \ � ` �--- _ 8 2 3 5 ;�' �%%/�i 4, :, ,,,,��,, � � _ __ �, n � _ _ . _ �r'f ���1�,f�f���� ` �`����� � ��/�f ��`r'. �i �'�' . 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'�.�:.`�•^^; !!i i E a j i� �� i � E 0 � ^' � .`�., � �� ,f i�� ''�'� � /f 1"'�`�,�,f�,-.,.. ,`.�` .���.�..=.. ~'` ��� `�� �� 'E ,�� E�� ►�` ��� �r r; ' N S T C Q N S TR , � .� ` ,� � \� % , 1 / �r �h/'/ /� //i� /� � "` �.;��"�`"` �+ � �ii t� ! ! i(� � � AGAi UCT�O4V / ��, \ �♦ ���ti '�':�f��/�r�' .�'�`'�,?�.,/ ���f/r� / ,O�� ..."``���`'`�•,\„=' �� f E� � � i �' t � ';�� � � !! / �'` � ti ,\ r ,f r r� f.,, Y,;' / ''' t�,f `� ``�._ �.'`..,� � �i � j� ! t i� � ��( i t? t /� � ` ''`� I r � .,,.�, ti' �.�` ' ,,, ,f�� '` :f� "�,;;�``-, ;..,.�.`':� I i I'� �'r {! 'i' , E'f �€ � f ��� �„f,;��,%:i '` ✓ ./` ,�'� /.i� -, '�.--..., �1 ( ,;� �; ;i �,, �� �� �, .,-�- / ti� ��,/.� , ,�c' . � � , `,,.�. t f t` � • , � � � �=,.: TREES TO BE RELOCATED �"' � ' � -- -- - — •�' �C��' r , / r/� f/� . _ � ` �? i i � 3 if� �€ it! �� =r;; . / � '`:\ ♦\ ,� �/ � " '/�t'��/�,�` � L f �,/ `>'i�,� `'� � �i �?i i t� ��� ! ��! I� � !i' � r,.-�:a'�f�" ,/� f -- � �,,�' � i' � j s �,� f, ,f, .r ,,,.` � t i i E �+i !i� t€ ��� ; � 5=:?�_-"yc,..= / - �-J �-- -�._ � .���.,'*�'.� � ., `. r fl !�� � � e' :� �� E: i � (j _� ,�� �� .`�: % '.'= f�` � } � EE � ��� i � E'� i �i! ��� fE �� r-, 8237_ - ``��`��.`�`'�,� �`.� � �� f � .,�,. �,�;` f� i� �i � � I! t.� E�j Ci� ��i �� - _ ' n - " �` ,\\�;' �ti�` �� '������f � � �` !�t =E ,;E �!� f; :�� ��� ,{j EI� i � � ; � i � `�-� ���� rL , / \�`,,��,,.�. �.�� ':�`�\ �,r`f� ���/`�'f% � i t t � l! �-. f i i �°� f f! !I s � E t `\�.`: \ — i �' \ , �\\ � \ ,,ti,��ti`� f,�,f%� � /f. r � E I 9 � 4 ; j a t � ti�.�\ "� � �� \t _ � a .� ��,� �� �r i `�f'`� i i �,, ! t � I � � E � E � i ' t �� �` / \ � � � ;; � ; ;`�,. ,.��,. , ; � , ' , �� : t � � � � f , , �� ,; � PROPOSED RELOCATION � ,, f,°' � s �.s , ���.;�`�";�;r".�',�' � , � � h� i � � { ; i � ; � ; � � ' � ; ���, �,� �,` APPROV�D BY TH� /� \ OF EXISTING TREES . „ ; � ,� . / �. ;�c�� r,s ¢ ��` r ;�.�j,i;�,�,'� ; � ° 1 � s r � I ; ` � ; � f � � ' TOWN OF VAIL C . � a� � ��.�� � {�t'/ � j � , . �,. ; E .� - -� ; j � � . / ^'n /� �,.- � ; \ \ � , r` + ',,`;,`� ,•� ` ' ; � ; '�- E ' � � ' ` I � � � � DESIGN A REVIE � � . O'� lS�O+ ��i�i� /'�`r!��f i f � � � 8233 1�14r� V1l �OARD �l W \ -�, ; 1 1 �� `�,y�. /' � ,. �`�r/ i } "F'` ! � � � � �',,.�`� ' � � , k � , � / o.as c s �-�s}�`} "f ':��,, ; ; ' .��,�. -_ _ ` . , � �' , DATE: � �� �� � TREES TO BE REMOVED � ��° / , � , . ' ' � _�, r` %' I f 1— —1 � � f� � � . � , � �S��� � � ��`�.,�h_ _-,...�.+ _.._ � E r - � � � • �' PLANNER: ��- � _` � E� t � l�t � \� / �' r.�^r ^ �"'R~_ //_���`r�i'+/^�r ~ ` t ADDI ONTI nL _' �`\�.,� s•,� \ ' � . � � ' � l � / \ — -`t'1 �,f CIf .>�L `'� ,� `� PARI(C�G I � "�' g f G �� �,;' / � �,\�,!,/�j t 1 • � � �.�, �l � � �,y � �. S 8 C h�� �' � � = � � ! • � .- .,-- �� �� � '� � / K 8234 ` _- ; � _ � .,� I ,; ,� !' �//I�i1� � `,8 2 3 5 ` � / �-. ,- - -�" �,�- � �� J � � � � ` �� ��'�' --.-.. - �82 3 7 .,, �� � � f�, � , � - -� ; , , ,, � �,, ; J t � r -" ` • . ' � G� �� � , / �� � ' 1 ( �� � , ly�' cEr+�ur�oF i � . { ; . '�. . so�R,�w�s �' � t {� 1 \\ \ �`ti.` \ � �RIVE AND WALK �`l —^ �• \� ' / `•`�-..._ �f`y' • � N � � ` ` � � ` py � �\\ �e„�I:�'�� / �-'� • ° t z a i� . � `~ ` � ' , • ' ' � ' • '�'�, ��'�'��� , 8235 o � � i t � ` \;, ti — � \ ` ' v z"'" ° ; ��J�� � ' . ' � _ -'"� ��,� � ., � "�—�...�;\ . IR .'�IYDRANF � ' , o � � t \ � �`'•, • --^~J � .� f � � �,_ ` - � ,'� " j cv ' � \ / � ti' „' - _ � _ '- ' a���w � ; � � �`.4 :�; 823 _ - � �� - �� f" � - � � � — � � Date: 12-29-97 > > �, � . , ° i �.8232 �t �\ \\I/% � �`� . . �' coNSrR c�n �� . ��� �_ - - � � � � � / �- ! '�-.,� DlSTUR AN LINE - (�j T�P w�� 0----_wA�Et� VALVE � H 4 , . �, �' � . . �"� � `�� � �� � WATE v � ,,j' � Project No: 20U22.00 . � . � � ti, �/ll�� . __ � , 8234 � � � �� �, � , � - 23 ``'-- !`� ;- ' . L, ` .` �.` ' .,,� `-,.� �•~_-�._. ...- — ._._ _.._ -�,,._� -� ' ^"�-- _ _ ,� .,_�._---w `—"- TELEP E PEA. r� �TELEPH[JNE Drawn by; , � 1 1 . ',.,. � •�.� -�, . '""_'�-- �" , � �H 2�� � ` :� �., " - �_,� ^ , �.� PED � �� , . �� .� - - --�_�_ _ — _ — 6n�G� P�PE � - � S I TE P LA N Checked by� � � - E �, � �.. / `' ~�'-'__ �_,_-- - �_ — . ��� =1_- • _ � EW�R MANH�LE � O ,�/,�0»=1 a_On � � r� �� . . , � ° -�,�w _ —_�,_�— � � � �.. -- "'� CONCRETE � RIM �LEV� 823�.2 '^ �'-�--�. - ' Df�AINAGE PAN PER T,0 V. INV. �LEV,7 82�6.7 ' ¢ � � � �` ` (4 WIDE WfTH 2" INVERT) � IGHTPOLE ' � ' NN � (tF NFFnFf`1 tT �NAII RF ' ' • N p���: �n .. , ,. ` � ' � � ' Ji LG � � � , r'' ,�,�.5 2!r4kkN"� �,,. vN ".,{,}" .{ .. j t, .. * r - Q COPYRIGHT � ,� �,-� � �°�: �•� �u ��;;�,����-�r.-�;�: � _ , , � _ • �- � � � � � � , - _ , , , - , . , . . � �� � � � � �. r � Pierce, . � ; ��" �,, . Segerberg �c • I r � . r f GENERAL NOTES Associates PLANT LEGEND - �ENTER-LINE - '� �� �� . Architects EASEMENT , / , � f ' P.C.-//�.�.�. Ke Botanical Name Common name Size Q . '/ ' F � 1. At aq plant bed�.soil mixture aluli raisc a mirumum of four(4) � f � mches nbove all otha Gnish grades.All plant matenal st�all be placed BF Betula fontinalis Native River Birch 1.5"cal Clum 1 , ` inpits}mvin8aminimmnd�amdaof150pauatofWeptant�s�w ARCHITECTURE , root bau or containc votmx. � PLANNING CI Comus sericea 'Isanti' Redtwi Do wood 5 al. 8 ' � �`, INTERIORS ' LI Lonicera involucrata Twinber Hone suckie 5 al. 27 . ' `� 2 '`+�lpl�rn�'�u��z�u�a.�'°°°�``a°°n°°�`�'p°s` / � mixt�ue co b.ro p�+copso�7. PP Picea un ens Colorado S ruce 7' - 8' '9 , � �` � r' 3 ����p��������,�y �,;�y,�, PP Picea un ens Colorado S ruce 9'-- 10' S 8227 � S � / �;� ' ����c�c��,bl�r.�a�po�Pc3SOsq.R; � � � �.�•-° � , one cubic yara peeano�srcomposc pa zso sq.n.).oat�71oa;ato rock _ PP Picea un ens Colorado S ruce 11 - 12 2 > > � � � • _ PM Pinus m� ho Mu o Pine 24" 12 / fmtopsoiltoaminimumdepthofaix(6)ioches. Compostmixdan , ` to be,�oroa be owcer or o�vvna npramta�re p�iar tn aevv«y. �� r PT Po ulus tremuloides As en 2 - 3" cal. 12 f �}/ � �t a at�,b��,a�.�aU.�u��w�a�tms�� ��a t�a�ooa�cm,�. ��xaacEOVS pt.�►xrara BEns t�a�n ottiice RD Rubus deliciosus Thimblebe 5 al. 8 �_ � � ,,.�'/ _ � . �' �x o � SflALL NOT RECEIVE BARK MULCH COVER RA Ribes al inum AI ine Currant 5 al. 9 �/ � � ���`�'co�si�W� C-.���-� TE EPH�N ��SER 5 All hab�ew�beds ue b be topdrnxd w�h me-h�ir�1R••�mch Vail, , RS Ribes silvestre 'Red Lake' Red Lake Currant 5 at 4 ---- --"�%'� � +'� I �.c��„�, 97W476-4433 _ \ / RW R�sa woodsii Native Shrub Rose 3 al. 24 ,� 6 Allerag�eeaaaddaidurnutronahnllbeprovidaiwitha`Tra � SF � S ir`aea�bumalda 'Froebelii' Froebel S irea 5 al. 16 / w�.rn.,�, wa�.�m���..;,�.� SP Sambucus ubens Red-berried Etder 5 al. 9 �� ,� ELECT IC MANH❑ . / �.u�►a�or��a�� � r � ( , 7. Ali daiduoat hets are to be atalocd with S foot steel T stak�a and Denver Office SV S iraea x vanhQUttei Vanhoutte S irea 5 al. 21 � � .--�` ``< ✓ o �I� �a���u���.�;ua�,�ai-vi�a,�� �6��wazees�et-sune2-c � � �-- .__,� / ���� - oemrer,eolorado so2oz �/L V�burnum isnta o Nann bc Vibumum ., - G D f3� O i � ��� 3vs/o�-3353 VO Vibu�num o ulus Cranbe bush Viburnum 7 al 2 8228. UTILIT�Y PED f � o rl ll�,\ S g g����ofaliqu;acaca�mo g�ovvthn�m�ukcor � � Assorted Perennials 1 allon and flats �'��� -=�� / � I , iaclndedVttaminB-2aadaslowteknetat�ZaLavinga ' , 1 W�Idflowers • 8229 , ';� ___________ EWER MANI� � �;u�of�¢1¢lo+zx�. � " // / I � y , \ � _. / � 9 Unless noted by the drewing�or by tahtucal specit►cat�oas,all 8230-� � �� " ��f_� ~ l \��� � pi.���u���a��;.���a�a�� \ , � / � / f ��uo�or i�g^x a��t�a��. ��u� ` � � � � - _ . . � �y r , tukat m place with 12 iach ed8�8 P���Y�� � '�`'-.)/r _� ' `.v' 4� � r � f ' =minimum. �\ 1 � � .�'" ' 10 All disturbed areat dtsignated to raeive native graa trmtmrnt shall . � j \, -/ ��.�'r��f� (.-�,�,�t:�If , t � EASEMENTS bem�eget�tedbysowu�gthefollowiugs�odmixtnreatatate421bs � m eg Pa aac �` "�,�,/ ?°" ^--� L � r°' �, 20Yi Man�ar Smooth Srome �-.--� ��, �� C.• \ � '� 30°ri Liaa Paamisl Rye � /� : ' �: • �� _.-�,_ ' / 20Q✓.Kartucicy 3I Fescue 8 2 31 - /- -^ �"- � ,�. ```� � ,��� r � �.�` ` `, i o�P�o�a c� �_ ` , '' � � J '� . —� ... .� 8 2 31 �• ��.T,�o� (�� �, t yN �n�^ / / �� _ _� r �. � t 10°/.Shap Fescue � �- ..�' `� � � �, G� � � � � � � /�.. _ �. 11 One applicaflaa�of a di-amoiuum phosphate fertlizer,18�6-0 ahall '����, t i' ���/`'� \\ ��.t,���{.�'!��S ` i�` � z�4��� be broadcasted prior to xed�►�tt�e tate of appl�c$tton sha11 be 7-81b { ,; + , I per 1000 a.t :'�--- '� � 3 "�a�k�� '4f a y, d - x` , ��w. � • � �;_ . _r � i • � � `i ����� � ;� i �; . . t :! ' ; � � 1" j�`�,�`��j j ��F,�'�, i� � ': ° . s-' 12 All soed sown and feriilized arm�ate to be IighUy raked into the soil . � }i � � "/f � `^.�, � * � ,j '•y� � ''i . • � � sead gmQally moistened. �, / w y .�� T"�``--•r �M� � A :Rr, t� ��� i b ♦ � �,� n n - 8 2}�L-� � , ` n�.K � � I3 Mulch all xed aown aceat with 2 -3 of atsaw or hay lhat is iroe of"' � 0' ! l� 4�� � � ���� ,' �, �, ' ` ���;,;- �`;.;�' ;, -:� -.-- � `"`�a'' , . �'t 1�' �7E�i' `t,��` . • ,, ,r �#; ,� , �•.. '� . 14. Att sf�aw-mniched areas are to tackificd with appmred ot�anie �F�f � tackiGer at the tate of 1201h acea. � % �. ,i t' , =��� �• / , . , � , f, , M � pQ ' - � � .� "�• ,f'Y�cR �N (��, `��,�'/-��, . . � , �''` � �� ,�.\ E ` �� �"� 15. Laaduape Conhactar shall supply aad distdbute cubic yards of 3�1 T � i j ''+�',t� �� �:�'e � • • / � L • , , ',?f` y ,,�•,` =F � / topsoil to site. Topaoil tn be sppcoved by ovvner or owner 4 ) �/ r a b J�'� '�SA J� ( ,y 1Y ZC�IYC pI10I�D dC11YCry. f �, / -I tt r � ' 16. Lndscape Contractor ahell aubmit the compmuy's writtrn document � • � • mu �/ � ' �"� ,=`%��; �,� � '• � ' � - ' ` . . �� � ��`� •, • - �' 10' C A R T P A TH nB�B ib poliry on Piant(3uarantaand Replaamrnt to the Owna. Each O�aranta shal)confom�to the minimmn starulard of ' �� - •-_ � � _ ,l � _� ,..'�"� . A WN . .' �Y��/�� \� � ,x,�, . '' r� A S E M E N T nai�.n�t���a„►B�,due to thesicla�as or dnthofa � 8 2 3 3 • � , 1 ' . • • ( ��\ � K�:+. y� / �lent(wiQ�aaptioa��fa a pa�od of aoe JKar followinj the piaot�/ • 1 ' ��/`ti r.;�;��' � ip�jChpp, � -- --_ _.. .._ -" `'M � • � �... •'� • I •• • , , � r\ � � j a ,�`� • � � � � � � � � � / � � `` •,� `�/''°�� �•� � 17 It ahall be Q�e Landxape Conhactor'a responu'b�ity to eoafum al! , • ,�^x �i , '• . 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' ��� I R :� � B, �, �� � �� � \ _ �� �J , � � � � � �� ; � ,� F2 BI WI G� / � -_- � �' � � , / �'� ��? a � � � / _ \ - ' ' � - 33' CD \ 12� CYARArsE j , � � ! `� ��`.1 ���"_"-" f .�c" � �� � ALL WALL 4!�D GEIUhG *�;' � , 5� ��'�a �� „n � / ��� � �� � � \�,�� C � � �� 8� W2 G: � ��_ �, - � � � t�� ' -�. � � � �" � � , . > ✓ / � \ �� - � / ,ji � / T� _Q � � I � � f``� � GONSTRUGT,CN iN , , ti � ,, / � � � ' s�or� v8• �7i� l ! , - F -'' ( � � � �� � � - � � � � �1 /� � "�R F�-OC7?�-� ) � �_3LOPE V8° '� � � � �%�, ����3 �;_� � \ �. \ GA�TAKER'S UNIT SNALL w,'�' � ` ' ° � ' � �� ^ . � ' ,'s� t -�'"r J � D °SR foo� I ,1J ' � � Q3.1 �. � � `6 BE I+-iR �i� R4TED � '� � /� ���,"q�. � ;� � 16 \� , � \ � � ,rY�� ,�-F� � —-�-- - � ' ' '� � ' - � ' //� � � � � �� - , \ � � _ " \ ,;�. _- . (2) 2x6 GONT. � BOT PLATE � 2x6 mlb"oc GONT. 2x NP�ILER RIPPED TD WIDTH OP WALL,Y`U 5/8"� x 10"LA B.'s m48"oc. 2N STONE VENEER, I I/2" GONG. TOf'PING, 5EE ARGH'L. SEE ARGH'L EXT. 51-4T'6., � . 5�� SEGT. I/55. ELEV a9-b TO SHEATHIN6 \ � • ELEV. 9q'-3 3/4" cr a, T.O.W. �I I I—I I�—'I�( e �LOOR coxs�, =1 I I—I i I—I � 5�� P�N. ''=�1L= ' �— ° a II �f/8" TJI BLK'G. _ ���—��� �—�� � ° �24"oc m GONT. L5x5x5/Ib HOT I —I I I•,�I I I - • �' DIP 6LAVANIZ�D, W/ m 5/8"� �XF' BOLTS o36"0� (4" MIN EMBEDJ ° (2) #5's GONT,TOP AND B01?OM �4 DYVI.�J X 2�-8°L � E1.E1/ 9��'bu �48"oc 6�� e ���������I�I��� BOY�I o � —i�- — — � J V m 4�� 8� 4�� ���,�� � � . � �,��%(. °�+ a�V � � � �� FOUNDATION 5EGTION ' f '� � � � �� 5D3 3/4° = i�-oM ��� � Project ���� �y��� Date q �ly 98 Nicol Associates, Inc. C�n�ultln� Str�clur�l En In��r� Clletlf Sheef i Plerce,5egerberg t Assoc. 4730 Wtlnut St., Sulte !10 Ioulder, Color�Eo 10301 Job No. /� �� �: (303) 443-1677 a�� �� F: 17071 ��f-3�It 1�/ NICOLASSOC�SOrI■twill.eoA Drawn By �� CePyrl{ht c� 19l1 Nlcol A��oci�tei, lnc. . (2) 2x6 GONT. BOT. PLATE 2x6 olb"oc GONT. 2x NAILER RIPPED TO WIDTH OP WALL,W/ ST01J� VENEER, 5/8"� x 10"LAB's m48"o�. SEE ARGH'L 2 I I/2" GOt�IG. TOPPIN6, �XT. SHT'6� 5�E ARGH'L. SEE SEGT I/55. ELEV. 9a'-b" " T.O. SHEATHIN6 \ a — — — • • ��v aa'-3 3/4" c� I i— I—I I I— Q T O W 4" GONG SLAB, -� —I I I=I I I �LOOR GONSTR, s�� PL�r, -I I I=I I I= i���1��� a 5EE PLAN. '' � il 7/8° TJI BLK'6. _ —���— �� Q o24"oc m GONT. L5x5x5/Ib HOT ` � DIP 6LAVANIZED,W/ m 5/8"� EXP. BOLTS �36"oc � (4" MIN. EMBED� a (2) #5's GONT, TOP � AND BOTTOM #4 OWLS x 2'-8"L � ELEV 95'-b" m48"oc 6�� I������������I; BO.W o a — =i� — a — ° I11-- � J U m 4" 8" 4" ����� � POUNDATION SEGTION 5D� 3/4" = I'-O" Projact ��r� �s��� Date q �ly q8 Nicol Associates, Inc. Cen�ullln� Str�ctural En�ln��r� Cllenl rlOr�l �g�,�rg � ���. Sheet 4730 W�Inut St., Sult� 21C lould�r, Color�do A0301 Job No. /� �( �: (30l) 443-1i77 a�� �/1�f� F: 1707) ,1l-3133 ��ir — � NILOLAfSOC�iprl�t��ll.toa Drawn By �� Cop�ri�ht c� 19l1 Nicol A�iotl�tet, Inc. r SEE S�GT. I/5D4 FOR REMAINDER � OP DETAIL KOTES. WIO BEAM, SEE PLAN, W/GONT 2x NAILER RIPPPD TO WIDTH OF eM �u�u�. Arr,�cH W/0.145"� DRIVE PINS o I6"oc,STA6GERED. EL�1/. 49'-b" � T.O. SHEATHIN6 � ELEV. 99'-3 3/4° �° • N T.O.W. _ _ — � — — — ELEV 98'-3 7/8" ���—���—���- T.O. STEEL �—��I—��(� —I I I—I I 1=� � 1=1 I I—I I I;'' = I I I���I I I; ��v a�,�,� �. T O. BM. POGICET m 3/8" WEB STIF�ENERS, � �,3/4"x5"x0'-6', BAS� � EA. SIDE OP BM V�EB W/B(5) 5/8 � x 10 L m o � I" MIN. 5TL SHIM AND 6ROUT. � Q ELEV q5'-b' • '•a BO.W ���—���—��� � o -�I I,�I I 1= – – a � � m 4u 8u An _,. I'-4" � FOUNDATION SEGTION 5D5 3/4� = i�-o� Project ��'� �61�� Dote q �ly 98 Nicol Associates, Inc. C�ntuitin� Str�cturtl En�in��r� Cllenf �er�l�9�„�,g 4 ���, Sheef 4730 Wtlnut St., Sult� 210 lould�r, Color�do 10301 �ab No. /! �: 1303) 44�-ti77 q�� `��� F: 170�i 4+l-1/21 i/�% NICOLASSOC�Sprl�t�all.ee■ Dfaw� By �}y Cepyrl{ht Qc 1991 Nltel A��otlal��, inc. � m - ,a- cv � 5E� S�G7. I/SD4 FOR REMAINDER = ' OF DETAIL NOTES � � � � I I PLAN YIEW TS GOL,5� PLAN, � � I I/2" ' 4" 4" SHOWN, W. (2) 5/8"� x �o°LA.e.�s. � I 2" � � � I � EL.E/. 49'-b" I" MIN. STL SHIM TD. SHEATHING � AND 6ROUT. ,y � — ELEY. 44'-3 3/ cr TOW N — — — � '���—���—��� � EL�V. 98'-3 �/8" —���—���—� a 7 O. STEEL ��—���—���— �—���—���—� - �_,���_��� � m WI4 B�AM,SEE PLAN, .,,_� �;' YVI GoNT. 2x NAILER �1.EV. ab�-II 'il8° � RIPPED TO WIDTH OF TO 6M POGKET BM FLAN6E ATTAGH W/O 145"� DRIVE PINS d i�3/4"x5°x0'-6"� m l b"oc, STA66ER�D BASE, W/(2)- ;- 2n a b„ 5/8"� x 10"L ►� AB.'s 2�� 3/8 W�STIFFENERS, EA 51DE OF BM WEB. s �-�' q��_bN i�� MIN. sr�. sHiM � ° I I II I II I II��I I'" Bo.w o AND 6ROUT = �'- — ° e — - e e — � J V IY� 4" 8" 4" ����� � �OUNDATION S�GTION SDb 3/4" = I'-O" Projact ���� �sldenr.e Date q �ly q8 Nicol Associates, Inc. C�n�ultln� Str�ctural En{In��ri Cllenf �I��'�9erberg 4 ,4860�. Sheef �130 Walnul 51., Sulte !10 Iould�r, Colortdo t0301 Job No. /— �• (�03) 443-ti17 a�� ��f�, F: (703) 4�l-t�22 rI NICOLASSOC�Sprl�t��ll.eoe Drawn BY �� Cep�rl�ht Oc 19f! Nlcol Ai�oeltte�, lnc. �, o� � GOL. I I '1/8" T.l I BLK'6,7Yf'. I I/2" GONG. TOPf'IN6, WIO BEAM,YV/GONT 2x SEE ARGH'L � NAILER RIPPED TO WIDTN OF BM. FLANGE ATTAGH FLOOR GONSTR., W/O 145"� DRINE PINS SEE PLAN. �I6"oc, 5TA66�RED. ELEV. 9q'-b" T O. SHEATHING � n � ELEV 98'-3 7/8" T O. STEEL 3/8" YVEB STI�F�NER, STD. AISG DOUBLE� GTRD OV�R GOL. ANGL.E SHEAR m GONN,W/MAX. No.� i�,l"xl2"xl'-O" BASE, OP 3/4"� BOLTS m W/(4) 5/8"� x ID" m3"oc �4 B's � T5 GOL.,5EE PLAN, I MIN STL SHIM y,��'��2n G�'y� AND 6ROUT (4) 3/4"4� BOLTS. �LEV 95'-6° �—��� ° - � (��—� 8 O.W. � -I I I—I I � ° d•a e I I—I I I lh Q a III�1 a li �ix� �R sc,+��� � I m �a �a 5EE H�D � FOUNDATION SEGTION 5� 3/4° = I'-O" Project ���� �slden�.e Date q �ly 98 Nicol Associates, Inc. C�n�ultln� Str�ctutil En�in��r� Clle�f �er�,�9�,��9 � ��G, Sh98t 4730 W�InuL St., Sult� 210 Iould�r, Colar�do 10301 Job No. /� ��I1�w� �: )307� 44]-1i77 ��� r/'11 J I F: 1]07 ��l-31!! �iir � NICOLAfSOC�Sprl�t��ll.ton Drawn By �p \ Cepyrl�ht c� 19f1 Nicol A��oclat��, lnc. � � �, OP �, OF BEAM GOL GOL. SPLIGE • II" I'-O" I I II �/8" TJI BLK'6., TYP. I I/2" GONG. TOPPIN6, � I WIO BEAM,W/GONT. 2x 5�� ARGH'L i i NAIL�R RIPPED TO WIDTH OF BM PLAN6E. ATTAGH I I W/O 145"� DRIVE PINS FLOOR GONSTR, � I � I I o I6"oc, STA6GEf�D S�E PLAN I I I �.�v. qa�-b° I I T.D. st-t�ArHlt�t� I I � I I � I I N TS GOL, SEE PLAN, I = hU �I/2" BASE, W/ ELEV. 48'-3 �/8" (4) 3/4"� BOLTS. T.D. STEEL o O .- Tp, AISG DOUBLE 3/8° WEB STIF�ENER, O O qNGL.E SHEAR 5f'LIG EA 51DE OF BM. WEB, O O GONN, W/MAX. No.:�. GTRD. UNDER GOL OP 3/4"� BOLTS m o3"oc. g' �.�"X���X��-�" B/�5�, m W/(4) 5/8"� x 10" TS GOL,SEE PLAN, I" MIN. STL. SHIM I I � W/�.I/2" GAP, W/ (4) 3/4"� BOLTS. AND 6ROUT EL�V q5'-b" B O.W d � ° a e a III—I -���il�� ° �, ° � °a ° �����I- III ad' e � a � I d d I�!I � �I de a a • a d U.1 a a a d d Q a d �/ II. 'RE�t�I�. PER ED. EQ �Q v � 5E� �f-fED. � m � �OUNDATION SEG ION 5D8 3/4° = I'-O" Project Date Nicol Associates, Inc. ��0�^'�^ R°aldance 4 July 98 C�n�ultln Str�ctural En In��r� Cllent Sheet � � f'�erce,5egorbarg i ,4esoc. 47�0 Wtinut St., Sulle 210 lould�r, Color�do e0301 �ob No. ��� 1: (307) 443-1f77 a�� F: ()0]y �19-2132 NICOLASSOC�Sprl�tw�ll.eoe Drawn By �� Cop�ri{ht cQ 197! Nlcol Ai�oclate�, lnc. WIO BEAM,SEE PLAN, 2x4 mib"oc W/GONT 2x NAILER RIPPED TO WIDTI-! OP (2) 2x4 GONT. BM. �LAN6E ATTAGH BOTTOM PLATE W/O 145"� DRIVE PINS �ib"oc, STA6 EL�/ 100'-O" _ T O. SFfEATHING � � ELEV aq'-6" � • EL.E1/ qq'-�i 3/4" cr T.O. SHEATHIN6 T.O.W � GONT. 2x TOP �. cti a RIPPED TO WIDTH OF "� ° ° WALL,W/5/8"� x 10" �LEV. a8'-3 7/8" AB's �48"oc T O. STEEL � SIMPSON BII T' HANGER,TYf'. �LEV �i7'-4" T O. BM POGKET a 3/8" WEB STI��ENERS EA SIDE OF BM. WEB f�3/4"x5"x0'-b" BASE, _ w�l2, s,BN� x Ilo�� AB�5 � L 2" I" MIN. STL SHIM ° a AND GROUT ���—���—���—��) -���—���—���—� a a -��(—���—��� ° 8" GONG WALL, -�I�_���i i I� REINP PER SEGT �I/55 a ELE�/. q4'-O 3/4" � � ° T O SLAB e � —� ELE/ 93'-8 3/4" ��—���—� — d ° e ���—����;,�' BOW o 9d - Q 111— � OC � U tn 4" 8N 4" ���M _ � FOUNDATION SEGTION 5DQ 3/4" = I'-O" Project ��r� �6��� Dafe q �ly q8 Nicol Associates, Inc. C�niultln{ Str�etur�l En�ln��r� Cllent �1er�l�9a�,g � ���. Sheef 4730 Wilnut St., Sulle 210 Iould�r, Colortdo l0301 �ob No. /! P: (301) 443-1f71 q�� !+7�� F: 1]07141f-2111 �I NICOLAfSOC�Sprl�t��ll.con Drawn By �� �`\ Cop�ti�ht c0 199! Nltol A�tocl�l��, Int. SEE SEGT 4/55 - FOR REMAINDER • OF D�TAIL NOTES. ELEV. 100'-O" _ T.O. SHEATHING � � ELEV. aq'-6° a• � ELEV Q9'-q 3/4" cr T.O. SHEATHING 7.O.W. � � a �LEV 48'-3 3/4" ' ' T O. OPENIN6 � � PROVIDE (2) #5's ''I I ON EA. 51DE OF INDIGATES LINE I I OPEHING,AND � o� �r�. wAU. � � �xreoH 2�-0� Mix � BEYOND. I � EA. 51DE O� I I Or�HING. I I � ELEV 9b'-3 3/4° `° B O OPENIN6 . � e d f I I—I I I—I I I—I I I -I I(—I I I—I I I—) a 4 —�����I���������I a a I� , ELE1/. 94'-O 3/4" • . ° ° a T D SLAB I I_I I I_I_� ELEV q3'-8 3/4" a �" III=III�;,I� B.OW o � a ���-- � � � m 4" 8" 4" ���,�� � POUNDATION SEGTION SDIO 3/4" = I'-o" Project ��r� �61�� Data q ��y q8 Nicoi Associates, Inc. C�niultln� Str�ctural En�ln��ri Clien? �0t,�,�g�rg i ,4eeoc, Sheet 4730 W�Inu St., Sult� !10 loulder, Co�or�do l0301 �ab No. /� �: �303) 143-1f77 q�� �/1�10 F: 7071 �1l-242t r/i� NICOLASSOC�Sprl�tw.11.ce�n Drawn By �p CeoYrl{hl c� 1991 Nleel A�ioel�l��, lnc. �` w M' 4 �� /}��V 'tI �V U � �3 ��a ���//���8a I `dJ '11�1 � � 5 � r y � \ \ �� � �X .ki �� . �ry m�� �v �j� �,' °+`� ,��"� �� � ����� N � I \ '� � / � � o +6 �� �� 34„X111 ��� M:L - - '� � � I 3/4' I '1/8" �� p � — ` " 7/8 �� �\\ 3 xll u M=L x M-L \ i rn �t._ � /�, � m ��� m — � o w I � rr, +��� - � J N fj/ �a 0 � m I X �— 8� �y � ��j�/ tl '�' �►1 `� � '�'. (,�.�p ' o r ,, � / �� � � � � � / X , � � � a�'`'�`' i I ��\�^\�Q� , I ��\ `� 0 Ov U � PARTIAL LOW ROO� FRAMING PLAN SDII �i�4'� = i�—o�� , " Project Date Nicol Associates, �C1C. �kerman Residance q ��y qg � Con�ultln= Struciurt� En{In��r� Client Sheef ° 4 7 3 0 W�I n u s� , s u t c e t�o Plerce, 56gCPf�CrC� b A550G. , 6oulder,-Co�arado 80301 P: f303� �43-16�� .lOb NO. ��I I F: (]03 449-2422 a80�8 NICOLASSOC�SpTlntm�ll.eoro Drawn BY Copyrl`ht �c 199! Nicoi A�recltt��, Inc. �-� r . � � .�'� m '(�� kb, 0 c� P ��� � <t � n i C(� 1 � � \ � m r �'J� �/ v- k � � C , O = � �j� m r- �f-3� 5 � - fV � - / / � . cr O d- X � � � � a J �1 ,n r+ `�� �p. � ` `a in �� �p ��e 1 � Gp�,. \����y`� cv � C �F� ��O 'L�o m . N wa� ��^\�`'��� 2 3/4�� 8�_��� - _ � MAIN LEVEL FRAMING PLAI�t �17(? I/4" = I'-O" , ProJect ��rman Residence Date a July Q8 Nicol Associates, Inc. Coniultln� Structuril En{In��ri Client Sheet Pierca,Segerberg 3 �4ssoc. 4�so wal�nut St., Suite 210 Ooulder , Golortdo 10341 ,Job No. �! /� P (301� ��43-1677 �8D�8 `�]� I J - - - F: (303 149-I422 �� r��� NICOIASSOC�Sprintmill.con Drawn By Coprrl6ht Qc 199! Nlc�ol Ai�oci�t��, Int. ��� 0 `�"I _ � n _ _,� .. .�_.- , - " _ _ a - -a .. - . 1 • • l T � ' L'�^T^rrn��-..�__,.--, -_.. J. _�_ -..- ...-,.-_ _� r_ ' _ "_' ' • ` ' - .- _ .. � . '_--•• -� - ' '1$~ r - •- _-• -__..�._�-.�_ _._ ',. �x �_ `i _ ' ` _ _ _. _ ` _� "_ j ' /, / M O �: . - , , „ ' ° . ' ' �L , , °_ f ` � . , _ ; , - � ' • ��t � H �� . . � � . � , _ TIN� NOTES - - . , � , _ � - - , �'�� _���ET� .. , , � PLAN �` ~ -� �__ __�- _-- , , , , ,- - - � � _ ° � �� _ : - � -, , . , . , ' ° - ' . " t: , � . � � �w Ge ' � . ` t the coavenience of the contractor.The . , � � � � . BO��N�e C�mItlOA R��le S� ^+ , . / / a � � 1. Tlcce plant list is provided for - � f � , �, . . - � , `.. 4 , . ��g�i � Red�wig Dogwaod 46' B&B ; / � o _, contractor shall verify all plant connts and if a discrepancy exists the , .j CS �¢" , CornoB ato�lpdf e7 B�9 ; � _ � - � �' ` ' , � � ' ` i ama'� , �B' Tnma Nn� y '�' . 6 Gallon �� / , � U � ` � plan shall govern. _ , ' , „ 1� p'g 10 , Pmas 1�u`�$T , � .- i8 , , ' = � - Y,2. - Landscape Contractor shall be responsible for becoming awaze of all ° ! � �' . � �^ �` p��ng , , Coloraao S�nct, 10'B�B� ' t� � , ° nnder"onnd utilities,pipes and stractures. The'Landscape Contractor-" , , ,� Colorad0 Sptuce 14'.B&B , , � � y t - �r 'Y PP Z F�es pan� � % c� o � shall be held responsible for contacting all ntility companies for field , - , 4 ' �g r 3 p��p��g� Cplptadp S�ntce 16 B&B � _ • ' � i, , , � a, � - � `, < < � ' lqeation of all nndergronnd ntility lines prior to anp excavation.' . G, � ; _ , < , 18'B&B , ; � Q " �p; ' 1 ' ����� ' Colorado Spince,': . �/ ' ' ' � -3. I,andscape Contraetor to receive site graded to�-/-0.33 foot of finished = _ � ' z' Colorado e � , � � 25' B&B _ + . , � � PP 3 Picea'�liagens � ' / � j "I �� , : . grade. � _ ' . ' _ ' �� �� '�� ' Picea�atgens��nca'- - .Cobrado Bfae Sp�d� , . 10'B&B , �� . . . � --- ' � -� 4. Final location and staking of all plant materials shall be at the direction �� - . � ' � . r � f�✓-`Cobrado Bhu S 16'�� , � � ° - _ r . - , ___ �������T� ��� ���� � PP F#� �',P1�cea�ragens gtanca � 27I , � � v f�1�E , '� � , , of Landscape Architect. Landscape Contractor shall not proceed with ,', - - °� �P , +� ` P����`�II�a' - 1 CobrAdo Blae Sp�mte , 18'BBtB ' ` . ; . � / ' - Ac�'ZC ptiS j�J� (*{��1 � C1�� �a ���D �� i R 5 F E_ NOT �12 � 13 , � � � ' r � = planting operations nntil staking is fally approved. r � � � ' , �S Y'}g - -p�mngo�Slowmoand' . . - Slowmo�Mn�o , � . 3 GaIIoa � M _ _ , , � U° native to soil and 20% eat � - _ � _ ;Z" �Pa�Sl� � � � � �` _ - - - � , , , 5. Planting backfill mix is to consist of 8 /o, p , P _ gr _ Zg _pppulus trenwloides ��p� , , , , � - . _ 7 , . � - mOSS. , � - 4 . = �, 17 " POpn]n3 tre�lI01dt5, " ,�AsP� ° - Z»��CmmQ " r . �� � � � - --- _ _ __ _ _ . _ _ _ '`�' - ,6. Shrab beds and tree wells aze to be mulched with 3"shredded mnlch. � " �� ` ` - , 3"caliper siagte . � , , r_ , � _ P'I' ;15 Pop�ulus tt+emnloides ��-, r " . , � ' � - Mnlch sam le to be approved by Landscape Arclutect prior t o- , , ` . E , � Aspen 3"�P�'��P ,, , �. _ � � O � p -PT- 11 :Populas trematoides , , , ' W J' � ,�/ z � -. - ' � � installation. , � . , ' - . < • , � • , '?. All planting beds shall be sepazated from sod and native grass�reas by � r . , � = y - - , � • ?' f % I � O � �` � 4 , ,�' 1/8"x 4"galvanized steel edging. Taek edging in place with 12"edging ; - , ' ' ' � ' , � � �� ,' , � ` � ins at 40" 'm�nimum spacing. ° - - � , - , , Assorted G�mna�Covers and�crennials:6d�',o�ne gattoaxo�ainer and _ _ - `;,. ` I � �►� � , + � �--,, � o � � `40%Hats(3Z;2-1/4� Po Pa� � - ` U � �- � `8. All decidnons trees aze to be staked with 5' steel'T'stakes and gayed „ t � � „ , , , • � � -- � • - � '- � ' � .� ' � . ` - � � ' wire and 1-1/2"wide een,nylontree straps. All . , } _ . � "_ � - ; ! � > � U �_ , with#12 galvanized ,� � _ . _ _ ___ � �~ . , - • - - - - - �_ _ - - ' � _ _ ever een trees are to be staked with three,5' steel�T'stakes and gayed , .em,�____,__ __.�_ _ _, __ ----- --___ ..---- - --_. ..-.-- __ _ ____�__ .._ r_ _ _ '°.- O � �' . - _ _ -- • �' . .. �2- �� O � �a ` � ' , - ' t°� with#12 galvanized`wire and 1-1l2"wide,green,nyIon t�ees straps. , . . _ -, _ - , �- l � ,9. Landscape Contractor shall supply and distribnte$0 cabic yazds topsoil ,� � ' � • • r �� � a v � z , � � _ - � � - _ Q / � - � r to proposed planting be d s. Co n t r a c C o r s h a U a l s o s up p l y a n d d i s tr i b u t e , . , , / ~ . C/� � � � � ' � f� � 8 cabicjyazds of organic compost to proposed perennial areas. , -_ . � - , _ � - � ' � `10."Perennial flower beds aze to be amended with 4'�of debr�s free topsoil, . , � - ° � Z$�r/'� � � / ' � x � \ `O �_.� � J ; � '° - - ` and 2"organic compost. Mixtnre to be cnitivated to a depth of 6"and . ` - , - • � r , ' � ' - - � � � ' t - r , - - � � fine graded to provide positive drainage.' , < < � _ ' 2� � � �� � � � , � � �_ � � � . '�11., Prepazation of native grass areas will include the following:, F � � , - ` - I�/ , /' � � � ` ' ' o' to a misiimnm of 4" de th. Remove,stones over 2"ut.y� , d � � � � � _. /?c`�l-�l � ��'`�M n -,loosen s il P . . _ . � ; , , '� � � diameter and sticks,roots,rubbish'and extraneons matter. ' r > ,� • 3� — '� � I ��D . . ' i,�,�, � _�5 __���i��r� � � , � � - 4 ', -distribnte 1"of topsoil to b�cnitivated into native soil. - � • �. � � � � - - ' _ � ' -grade azeas to�smooth,free draining even stirface with a 1oose, - � e , - � , t' � ' � � � � . 4 coarse textare. Remove iid es�l`d fill ilepressions as • , , , (�( , moderate1y � � �� , � � � - _' � reqnired to drain: ` , � � :. ; , � . . ' 4 . ' � _ `� ` �- s " , , ' ` �t12.° All distnrbed azeas to be revegetated wildflower seed mix at the , , , _ , � _ Z I �� t � �� '~ �� < ���'��� ' � � � � � � '� T � - " following rates per acre: ' � �. _ ' . � � � � I � , ; _ ~ ' - ` ' Rocky 1VItn.Colnmbine � 1l81b/acre_ ` � R - = t '`�4 '�t / �,, �� - � � ` � Western Yarrow '/+Ib/acre, - , , � - — -- 1� ` `� •� U \ 1 � _ Z" G��.of2A-po 1�U��' h/-�('�i�5`r0 H E , . , _ , 31- x,, ��, ;�, x � 3 �a-J-{�- S�T' ort c-}�r�� w/ 3�_�� Y q ` ` ,- _ � - ' Salpl�er Flower _ � , ,'/a lblacre ' � - � O� . , -- � , - Scarlet G�7ia 'h lblacre � � � � t ' - � l � + i- 7' � Ta Psa I L GaMPDS'i� � , � Jo �l s �fLL� W - , - � ' � � , . � ` '�� � ��' ,'`� ,) -C"1 I�c-rU FZ�. Blne Flax /a Ib/acre „ . � I _ � � ' � 1l8 lb/,acre ° ' ' � - - - , � - Palraer Penstemon . • `� , ��, \ � µ ' � � NarrowleafPaintbrash 1J3211i/acre � � , J _ _ _ � _ � �. , , - , ` � _ �10� . ,c + � '� ,��<�'r� ` � • - , � � I G� bA F' - ° Low ow native ass seed mix to contain the following grasses _ , p � _ � � �13. broad t at 21bs Per.1000 s.f.: ' � ,. _ ,� 2 �1 � ` . • -�' . _ � ., r� ,�.' , ` `� � `��,�'��• � �l � � � W ' . l ° Hard Fescne 25% ' � - , ' ' ' 32—,... ' .� - _ ' / ' ' � ' � `� f:` "'�' ' • 2 p�j , ,� ` ' Creeping Red Fescue 20°l0 ' - , � , v_ t ` ' F ` ` � , - -• ' T ' Sheep Fescue 25% ' � , , , __ ._ � . .� 1-I f� � ' • ,_ ` , � ,,� ��� , � �1 ` � `, , Canada Blaegrass 20% _ � , ' . � ___._ A'� � T l7 R Ac�I`-� - , ' '` 1C `,� � j . � '� , • � ° ' Canb Blue s 10% . � , s e :_ _ ,�Ac�1 -f��Q U I R�D _ '� . . ' , * - ,`'< '+ � _ : _ Y � � - � - _ - -- - � . / , f �`\ � '`�, � � � � � - � „ --- - - - -- - - . - _ _ -y �� - � _ - .- v r�`' , � �� � `� �o �� � I �P a� �c3 � ` � ; � �14. �One appLcatioii of a di=amonium piiosphate fertilizer; l8-46-0 art the rate - ' ' , . / ���.c�1`� ` � I k' _ , - ` � '1 ` k r ` ' � � � of 81bs.per 1,000 s.f.,shall be broadcast prior xo seeding. - y , _ � � � � - � � ' ' » » ' . J ' / . � - �\ � �� ---___._ � �I � � 15. Malch all seed sown azeas with 2 -3 of weed&ee straw. Tackify . _.._. - ' - - { straw mulch areas with an approved organic tackifier at the rate of 120 . �, / � _ _ . � ." , , �' ., � . "'� � '$� � � _ , , , ' • I��:,�{`,�,-r- �v, �u��F S�N n sTo�t E � , � � �_ V t - , { - � 1bs.per acre. , d . , b�7 2 , . _ _ � . ' � , - � 16. All seeded azeas with a slope of 2:1 or greater shall be controlled with ' 3�1 1 �- . ._ • . - , . � � � ; � . � �_ ST--.�� i� 'r +��s�� � ����_� .. ' ` erosion control netting. - � - _ � ' � - ; _ y � 4 .. � ��^ •� � � , 17:' After seeding,r�ke or drag surface of soil lighdy td reincorporate seed , � � O _ - � - (' _ ,-, � ' � � ' = into top 1/8"of soil. - � , ' , ' ' 33r -' _ . , _ ' �, 1 ! .�-�--'" I�� � �'"'`� � . � � Landsca e Contractor shall install an18"wide river rock drip edge at all = - � �' � ' '�' � i . �; xg, p , � , �- �,� . �.� 5I� �.: , � � � ine river rock with filter fabric. , v � - , �'� f � �i � � _ . � roof drip lines. L `` , ' � "� ` 19. All newly planted trees shall be irrigated with an automated drip syste�n. '� �" _ , ' ��`'' _ _ . ?/, �, , ` � ,F-+ � � - • , ' Perennial Flower Beds and low grow native grass seed areas will be _ �` _ '���� `�.-� : � u � ' ' ' ated with o -n s ra heads. 12"pop-aps at flower beds and 6" ��- _ ��' � � , _ , _ �g P P P P Y _ ; � � _ � o -n s at ass azeas. Zone flower beds and g'rass azeas seperately. . � , � � � = P p p � � , � 2��I � Zone san areas and shade azeas seperately. �ildflower seed azeas sh '�j I�'( � � � � � � be irrigated with either rotor spray heads or pop-np spray heads as space � ,/ ' ' ' � Y � � � � I o'' N'r ��1-i��- W A�L l- ��(' V 1. � ' , Qii�wS. ' � i �� � � ,. ' � ; 20. Landscape Contractor shall snbmit a vvritten docament regarding its I p� � � {3�G�- O� 'f�0�{D 1�I� I����� � , - � � the own .Each . � �� ,� � 1 ' I W�E�I N G� �Izo 1"l GI���/�c��s• � , , � policy on Plant Gnarantee and Replacement ta �r � u � ' ; ° Guarantee shall conform to the minimum standazd of replacing all � _ , ti` � ' � 32 - _ � � � � � � ` " material including labor,dne to sickness or death of a p lant for a perio d � � ' � � - � '�of one yeaz following the plant's installation. ` . � � , 1 . �, • . „ . ��1 � � 5 ' ; + ' � ` ' � . ___ _- --_ -- - _ _ - _ -_ - - - - - - - - ' . ��-- -2'' Go. �v�� �Dt�P�ohi� � � � , ' _ , , � - �• �.. r , , - J / . � _ ��-�' pH G-��t�� w� 3"-s" , L� . � � _ _ - ; � _ � � �drrtT� ��y�e W/ _ � ��. � � , __ Z , . € � . � . . a � l�p . � � _ � , _ - = - - To��o i� ��o M i'd�T� � f� �,j. � � , , , , , M _ �-1 Ix fivr�-. _ . � ,.'� �� � North ___- r � � � � � . - , , - �_ 3 r, � �j�� � � � ' � 1 � �'� � -_ ' � �-�, ,� � , , _ � � d • � � � � � ° 2" � ��J.( _ , � fJ f � � �� � _ , � � � �' � � _, , � _ � , 2�, _ ,Pi� ��� � � . - ' : � � p " � ll � � �. _ , / � '� i � ' _ . _�.._. , -- _ �Q LI 1`{'�`� (f4 ���D�'I i� I� 2 + . - � � , , 4. - _-- - -��t r w�1�,(� 3 �P� • �l. � --— ' • • / �� �I p 1 �- � � 2�� 2� � +1 2 Z __� _ -` __..____.___-�..n.. 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(�0��94�-1-:C6 � -- - � " I � i .. � � , , _ _ �_ . -- - - - - � ,y � -__._ . d N 53°5�'t� E - 1997 � TRACT A VAIL V(LLAGE ��h;NE ��b N EIGHTN FILING �� � � � W h„� / ¢M SCALE 1" = 20' ' / ��1 � � �, ..�i o o N ,.�' 20 0 20 40 60 Feet � �,� i o/ h utiurr PED �o o�% / UNPLATTED PHOr�,� PEa � y o z (FORD PARK) � ry b / 5 4-�/ � � ^ • � ELE� MH / �.�FND NAIL & WASHER LS # 26626 / n2'J� �^+��1 J� � / IN ASPNALT CAR7 PATH tP�IPROVEMENT LOCATI�N CERTIFIGATE �� , 9 V, � sEw ti+H � I heretay cert�ty that this lmprovement Locatton Cert�frcote rros prepored o��1 / / �o� � for DIOIER CONSTRUCTIQN 1`�'�" / � �Q o tha� it is r�ot a land starvey plat cr irnprovement survey p�ct, and that it �s 5 s�`/ � � not to be re��ed upon for the establishment of fence, bu�ldng or other future / � 7 i5oo\ � �mprovement I,nes 1 0' r.oNC P�ua+�z 5 a� � �� ��, � 4 further cert�fy #hat the improveme�ts on the above descrbed parcel on � ./ / -` /�, ,% . this date, 8/18�98 , except utility connect�ans, are entarety w�th�n the � / / ��'"�`�`�"�'� ��Qr�'V�Q(� ��j�G�.P�CQ boundanes of the parcel, except as sho�vn, that there are �o encroachments 155 / / upon the described premises by improvements on any adSon�ng premises, j /' 1� q' '(� exce t Qs indicated, ond that there is r�o 0 150� '° a� / / � ��p� Va�` 1��`�{�t.� �"�• p pparent ewdenc? or sign of any \ t easement crdssing or burden�ng dny part of soid parcei, ex�ept as noted \ 82328 � / J ,�,� �°'"i '' � / �� � ' �� ,�y ---� . ,,,1.;,�,��,,,,,� � � ,+ ,�, / ^� `/��, ,�,�. ��g � 3 1 � p / // M��hoet�a� P j''� ��% / a� � ' '� ( � / � � � � Colcr�a p,�� 301�-.. r}-_ �°ss 15 5 R�-25 a _ "/ �v �1 � � .,� • 48' L=2D t � - � �� 3 O 1 E 6 u{� er„ � �7 CONC FOUNDATlON WALL AT TiME Of SURVEY m \\ �C ,,.1 ,r� • : � . � s�,i,. NO DRIYEWAY � ��� a LOT 1 c�� = -�� s � .�..o ►�i„� �g "� ` �1 NO POSTED A�7pRES5 a�"�'� � 3 � �dt2 � �Sai�� __�_ +�'��.,�: � Q• T � a Q+ �,�i'+��+����M���y,`� ' � � � 8232 9 u 8242> � � � �y� � �J � ����� L4� � `a � / � '����tUi�U����`` .y� �� s 6' 1 �95 tiy � 'y l,J1 °' s l y,,p� � G 6" �,`` 8Z3J 2 / / J � / g4 / T a TRACT C a����K � N � � 8z35� e �, '°r � J N�rES :� �9 � ` h "� 0 45 ACRES 2��� ��823?3 = o \ � ?Qa � 5 1) DATE OF SUFVEY 8i 18,`98 �9 ° 2) SURV'EYDR N�S MADE NO INWESTIGATICN OR lNOEPENDErtT SEAkCH FOR N 06°49•.�" w -. s9a� �s �"�` cASE��ENTS �� REGORD (OTHER 7HAN FLATTED), ENCUP�IBRANCES. �s o / RESTRICTIVE COVEN�fJ7S, OwJNERSMIP TITLE EVIDENCE, OR AhtY OfHER � FACiS TNAT AFd ACCURATE AN� CURRENT TtT�E SE�RCH hdAY D(SCLOSE ROAD �A5EMEM 6��� � 3) NOTICE ACCORDING TO C4LORADO LAW YOU n,�u5T COPar,�Er�CE ANY LEGAL Q / / AC i fON BASEt� UPON ANY L�EFECT IN THiS SURVE" V'/4THIN TNREE YE4RS AF"1ER Y�U fIRSi D�SCOVE� SUCH DEFECT IN P�0 EvENT, I�AY ardY wAT�R / aCTIOPd BASE��.UPCN aNY DEFECT IrJ THIS SURVEY BE COraMENCED P�ORE UAL�� QRf V� va.�vE / THAN TE�J YCARS FR01�� THE DtiTE OF� 7HE CERT1�'ICATIO�� SHOWN /� HEREON At� � '. � LIGHT 4) BASaS OF ELCVATION 5Eti"�ER MH �2o INVER7 ELEV = 8216 7 v /p r� � n�ATER �Fir�E :aro 5) BASIS OF P+�PERTY LINE LOCAI i�N PJW CORNER N 7/2, 5�N t/a P�tiV t,/4, SEC 9 1=61°42'3 S�`" �"� t Q' R ��P�oNE PED L�\\`..�°r� & N4v CRP� _OT 1, BLOCK t, VAI� VILL,aGC 8TN �S 2 °27'29" E -- 2.00 R=235.00 Q.j�j �` L=253.10 > T=140.39 � LC=Z4�.C��I' PHONE PED CB�S 80°36'13" E � IMPROVEMENT LOCATION CERTIFICATE TRACT C VAIL VILLA�E, SEVENTH FILING 4�i99 HiGHiNAY 6 & 24, £AGLE—'JA�L � T�WIV OF VAIL � ° g°x ���° EAGLE GOU N TY, COLORADO - ED�VARDS, CD BT632 (303)949--1406 np M POST 9/2/48 J V CJ N o. 107 �r�� �YGt.�"��` Ucc r � Ur'��Ct.����' . _ - ` f _ Q y ��,,�,,. E ,�„ , � TRACT A VAIL VILLAGE -�N,�R_��N� � �b r N EIGHTH FILING E/SENENT ��_` t+G� / � �` \ \ Y \ � \ ` \ r `j � sM SCALE• 1" = 20' / �'�� ! � �, �.__�o c- N / 20 0 20 40 60 Feet � -;� / /i 0-�''� � � r i aY \Z UNPLAI�TED �, �` � > � '°°� � , : �`� rra011r ���� p `� (FORD PARK) " ` �, t�_� � , � � n ` ;_�_C�. Il��i �� / _ FND Na1� g riASHE�' �_S q 2�6?6 � ��'� [k� ` __.��� ��� �• � ` I'v AS�'NAl T CAR7 �A�r' •.J �r,,P�ovt����,�T �cc�:�r�cv cE�,�F�c.,E � ,y� � � �� / J C_iV �,�N ,.�g , � � � ! hf reb� certrfy tha; this 'morovement Lecetion Cer t�f�cate �ra;; p�eoared ��„9 / / i / �oo for C�D��R C�NSTRUCT.ON , � '� �� �o� ,hat it +s not a Icnd s;,rvey ��at �ar �mprovement survPy pfc', �n:� ti�at i; �s / �� �� ' ;s�a � not to be rei�ed upon ;or the estabi�shment of fence, bu�idinq or otner future � s.�� � � improvement ��r�es , �-_, / i fu�ther c��r tif that t4�e im roverner,ts cn tne abm✓e descn�ed arcel on � ��� � � Y � � �� �510RY NOCD F RA�1Ei, ' SNEAI�'E� 6��i DIUC / / ``f_`! !h�s date, 2/26;99 , e�cce��. i,:Jity co�rect�ors, nre entirely �.v�th�n the � ���o�r; r�n,S;����-T,��; / tit�se�,+•s boundanes of ±ne parcel, except as shown, that 'r�ere cre ra encreachme�ts .S��Q 5 r.o ea�v�,��kt / � . � � n[,^�f SS ;s; �ai� v4t�Ev ��RhC // i upon tne descr�bed prem+ses by �mprovPments ar� any ad�o�r�nq prem;ses, � / // /;� except es md�r,oted, end thc± there ;s na cpparent evider,ce or s�c�r ef any z ,�.X,, �05 � ,� o,/ � �����/ e6s�ment cross�ny �r Cu�ciEn�ng an�,�rt of sa�d parcel, exce�t �s no�ed `�2 �"�R�"^"ys . / l � � � �� 1, �. �. � ``-— 1 � . ���t t i a�s r����� � \� �,,,i � ._--�,t;it��vG Cu*,�N: � � p<.�./� � i 6 5� slss� '� /�� / `___'_..,3_-`.. - ����,���'.�—�-_� , y J , �a� h "�f ►� , c���r,a�;4v- ���../�''• "�.; ` ;� _a�EO , , �� / 4- � Color�� ;r"�e'��J 3U1'1��'�, r ies^SS4 ��5 �\ j p �gv , R=208 . ` N j �, / � -�. �' azsa� `�. �i ���// � � � � � ,. � Z, ;� ` k� �ooecH , r L e' -_ � • � ,� �.—. ��s x- � �� �� � ', �,� ; e � LOT 1 W"� '� �1 / /f p � E"LSPC � �'� - /� / _J �y � �ate�;-��`�—�----'— ' . � _ �. r,. � � � '� � �� t� '�{• �` ��0 �9 DECK � I't' ^� `�5 i` � hv CONI. SUR UNDER ♦*"*ly , •• w ' � � C\'ERWVJC � FS ` 4 _ � ��a .. `.= k..�' `��' � F �\i� BU�D�NG DVE4NAYG f3U2'EJ ..Nt'Ek / / � � t� 2E6 Q 0'�ER'iAHC StiGuV / / � ` � /� ' i�si�t�rt���t� ��1 :� 1� � m �y9 a � / / t�� � � _i �� � V �� ��, �`. �� ;/ 5 � T..�� Sg $� y<550� �- a«1 4�' �� C I / l � ^'n�ES � GAR�GC SLne � � 1/ // j '� - 823?9 . / / �� / TRACT C B".�.����d�K � , , , , � X � , ��Hr� cF- s����E� a ��;��� � ?� . ��o? ,��, t) a5 aCRES zooc "�.,,�6 �° � -� �^ j� �7 C�;�TC JF JF'Dni� 2;�6,Q9 � / , , � , - I ,�s � � /os��9 �� ''� J �,_ --, �� / �^ � 2} SUR`�EYCi� HaS P�i11�F �10 ll��vESTlG��ri^t. 0 "' � r� :r�oEatr�cE t� �t,,hc�+ ��R � � o��ea��c .- , EFSE��Er�7S �� RECORD ��rHER rHar� �l.hrTED), ErICUMB�:�r��ES, N ;E°49'_') w - a 94 j � a� TE *o >Eri3ncK ��� / � � ,�,� p� � T � q Fpoµ �,,E�,iaH, t- '" ���� RESTR�CT �t CO�ECaA �(S, 0�'VfdERSriIF TI LE E� UF��CE, OR P+{ 0'HCR �/ tcvEaE� coHC Errzzr �'E-K �� ,� i-ACTS rH,�T �.'1 ACCI.RATE F�NO CURRE�IT TITLE SEaRC;; F�a%.v D�SCtC�SE �on,� rqSEnnE�ar ., ��e° � � � .',) t�OTICE YCCGR�IP,G Tp COLORADO LA1'J Y0�.1 "1US' COP1��1E�lCE Afl1' L���� � / � ,:CitOfJ B�SrD �!G'0�. AC�Y DFFECT IW T�ilS SURVrI' '�b'ITH�r•t THREE `F�R� � ' A�;ER YOU f�RS7 D�SGO�ER SUCIi [)F�ECT 1!� Pd� f_'JE�d`+, '�AY .�f�� AC7'pPa BASED LPOr� ANY GE�ECT �fd THIS SUR/EY E3E �;0'��n�t PlGCD »O�E wnrE�t / / i THpP� TE'� 1'faRS FRO�J T��E DATE OF iWi :ERjIFiC��T'Or; SNO'���(1 VALLEY pRIVE vA"` / % �� HFRE0�7 � `'�,� � �� �,GNT � 4) F3AS�S OF E�.f,41��fi� SE�`1r R r,�H �26 ����-"r Rr EI_E�� = 82�g ; v ��, � �� � ±+pt� �iRE �+r0 5� �3�S1: C)F PRJP�RTY I If�� LOCA710�J PJ4"J CORNE�R �ti 1 ,'2, S�r"J 1 �� fa�'v` 1 ''4, SE'`. 9 � ��V��4G�.�3 �� �� ���� �� R �P�10•�F rEi: � b� ���� c:' "*�:J C��1 i)� i, �L.QI;K i Vn�l `��LLACi� �Tly �S 21°27'29" E — 2.Q0 R=235.00 �' �� �\ L=253.10 r>> 2 o sr�r�«r �� �,r.�E o� ur-t;arr_ T=140.39 � LCY��,�.04 � �) PEf,K Et t`�ArC��IS T�aKEi a T/J C Q�,�PL�7ED �LY�'rn:'0 SHK�iHED RI;�GELIt�1tS P,;pt,F �EO \i8=S OV 36��3n E IMPROVEMENT L�CATION CERTIFICATE �at� R��e1 ec TRACT C MAR 0�� 1999 VAIL VILLAGE, SEVENTH FILING ���-_��� � - -- - - -- - - � TOWf� OF VAIL 41t99 H1GHVvAY 6 & 2�, FACLE—JA�L p � goy� ,�3� EAGLE COUNTY, CO�ORAQO EDti"f�,RDS, CO 8��32 �+ Ro� G�z �e (3+�3)949-14u6 u�earEO a 2s�9� ' JOB No. 107 _ � TRACT A VAI L VI LLAG E . EIGHTH FILING � � �-, ,.-. 4 NOTICE: . N 58°54'16" E - 19.97 � o N Accordin to Colorado la�v ou must commence an le a� acticn based � � � � g y y g CENTER-LINE upon any defect in this survey within three years after you first / discover such defect In no event, may any act�on based upon �ny EASEMENT j �� - /^ � defect in this survey t�e commenced more than ten years f�orn the � � date of the certification shown hereon - r d' / t� / � , __ � / � � �o .�,-�-_-- / ��/ / i M SURVEYOR'S CERTIFICATE �j-��, / � o I, Stan Hogfeldt, a Profe�ssional Land Surveyor registered under the laws of 0 �i� the State of Colc'"'"o, c� h'"�"'by certify that this topogr�phic surve� was ,�--� � ��j / Q p~_` I made by me and .,nder my ..�pervision, ond that the survey is acc4rate and (1 4x2) ��I correct to the best of rny knowiedge , , Z �� `�/ c_I -- . / ^ � = � - � // �.�� o�/ / D ate_-.��.1��.�1_--- --�!�' _ ___-=--�-- . Stan HogfeFdt- � � ����\ io o �,�/ / Colorado P C,S 26598 � \ / \ ' ' / 50 o i \ � TELEPHONE RIS� / / � / / o l� �) UTILITY PED � � SCALE: ��� _ � O� � � O ELECTRIC MANHOLE / / DATE OF SURVEY: 8/4/94 NOTE THE PROPER�Y SHO�NN HERC ON DOES NOT LIE IN ANY DESIG�A�ED UNPlJ4T1-ED � \,, �� o - Dc —. �_ / � co a) / AREASD ZONE AND DOES NOT HAVE ANY 40�, OR GRF_AItR, SLOPC (FO R D PAR K) �`�• \\\� ° / \II���_ / � _ � \�� � / \,N` ��.� � , �� // — / �� ...._ —_ _._ ' _____ _ __ t _ 1� \' / �����, A/C 1 ! 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W TRACT C T=140.39 � �c=241 .04 ` VAI L VI LLAGE, SEVEN TH FI LI N G � CB=S SO°36'13» E PEL�EPHONE TOWN OF VAi L 41199 HIGHWAY 6 & 24, EAGLE-VAIL P o BoX ,23a �4 EAGLE COU N TY, COLOR A EDWARDS, CO 81632 (303)949-1406 --_-_----- -_--_ _ _'-_' '- -- — `�` -- - - --- ----- - -- ------- -----_-_- ------_- __ _- -`�_---- `i -`--- � --- ` - - +--� a - ---� �--- J- �Y -- �- - --- - � PATRICK FILLIETTAZ 8/30/94 O O � � _ - , - -- _ �, ���, ��, '� ,' � . � -.. ' � �� , .r--r . . 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A�s�oc i ates � '- �'�i�i"�iT SU�31�'(I��fC,�N ,�fi�'���T�CTU�1� Architects ; OI.UN��: �izC�f TECTS: S�'RUCTI�i�,�L �NC�(N��fi�S= C��N���,L CDI�LTfi��CTOi�: 1�.�1�1DSC�4P� ��:C�ITECT: a Ma�cN a3, �gga _ � P.C.-A.I.I�. , Do� E_ ,�ck�rman �'iercp �aec�erbera � ,4ssoci�t�s Nic�l ,�ssociat�s, fn�. Didi�r C��struction �o., (nc. L.a�cl nesi�ns �� �lli5on, (�c. ARCHITECTURE ' , ��(�j���[-� �O�� 2431I LU�lden Center Dri ve i�0 BOX 2�f�13 4�3ID lUa lnut Street, Suite 21P> P.O. �ox 1595 P.D. Box 1259 PLAMNiNG � Bonita Springs, �L 34i34 Frtsco, GO 8(�4�3 Bould�r, GO Sm301 Ea le, GO Siro31 Avon, G4 Sl�o2� As�.Q.� Go�er �heut - INTERIOl2S ; UNIFORM BUI�.DBNC�s CODE, 1991 �pIT14N 9�1! 948-1�11 9��/ ro�o8-2315 303/ ��43-)ro�� 9��/ 328-5�9°�► 9�(d/ 949-1��d(d � Contact: Do� Ac�cerman 9'1�/ 668-231�o FaX 3�3/ 449-2422 'FAX 9'1Q)/ 3�8-1819 F,4X 9'l0/ 949-3288 FAX � �f�'E Df�T�ICT Gontact: C&therine �4shton-Nall Gor�tact• Ann Feiss Contact: �;(co Didier Gontact: KatMy UJaldeck ' A1.� ,4rc�itectura l Site �'lan "AainO�O� ' Ya i I Fire D�partment ��v�cota�O st�s iW� � � Te�:970J476-4433 ' C�CCU�'�i1�G�' C��O�P ' ; Fa�9�aa�6-aboe � R-3 L1.� Landscap� P`lan 1/1�" = 1'-�" i GONST�I��TI�N T�'fi�� � �env�er off�ce 1617 Wazee St, � t1'P� Y-N su C2 Denver,CuJorado 602Q2 �QU��'� F�O T,�,�� _ T�i:303/623-3355 A2.s? 1"lechanica l �oom Floor �''lan 1/4" = 1'-Q�" Fa�c303J623-2262 ; aLLou�p ���, - 5�6� SQUARE FEET �42.1 Lower Lev�l �loor Pld�n 1/4" = 1'-�" a AGTUAL C�i��4 - 5f��6 SQUAR� ��ET � ' A2.2 M'a in Lev�l Floor �'lan 1/4" = 1'-�" 4 ,42.3 Upp�r Le�r�l �loor Plan 1/4" = 1'-�" , i �42.4 �?oaf Plan 1/�4" = 1'-f�" ; , , � A3.� �leva t i ons- Nor�h � Sc�uth 1/4" = 1'-�" ' ' , 1 �3.1 �leYations- 5outh-�ast � �ast 1l�4" = 1'-�" ' . � � ,43.2 �levations- i�lorth-l.Uest � North-East 1/�" = 1'_�" . ; , � a4.� �uilding 5�c�ions 1/4" = 1'-�" ' � a T�ZA�"f C �/AIL VILLA�►GE FILING NC�•� A�.� UJaI! 5�ctions � D�tails 3/�" = 1'_�" � � I / , T�'V�/[`J �F �/AIL EA�LE CC�l1 NTY �C1LOrRADC.� � / 0 , � � �, ` , ( � ���CTfi�IC,�4� � , �, , � � ; � • , � E1.� i"fechanical Room �I�ctrical Floor Pla� 1/�" = 1'-�" � �1.1 Low�r L�vel �lectricad Floor i�la� lI4" _' 1'-'�" ' E1.2 I"��in L�v�l �I�c�.rical �loor Plan 1/4 - 1 -� � � E1.3 Upp�r L�v�l E(ectrical �loor �'ian 1/�" = 1'_�" - � � � � � � a (�k�r�v i � t i a�5 s�-�uc�u�,�1� � AB1/ Ad9DVE BAF BOTTOM CF F007RJG GfaR DAMP�R FAB FA3�RICA'TE GL.B GL�4E8 SLC�CIC LAw LAvAtGRY N.T,S. 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