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Home My WebLink AboutARB200600138 Plan - Approved 2007-03-01-, , ____ , , - __ .. � ...... i- V_ . -- - _____ ______ -_ I . . . . . . . I I I I I . . I � . .. .1 1, I . . . . . I I ,..... � .,--:,�-�r�,��-_:.---;.�11---",�"I.,��,�-.-� I .1. . I I � I . . I . � _____ I . . im" . . - - - - - - - ____ -_ __ ____ -- i - _.- I --- --- __ - -_ . . . I 1, . - ., � . , - . - � I I I . . � I - 1. I �. - � . . 1 19 I '10 . I . I I . --- -_ � � . . I . . 1 I - . 11; �. - � _4� ". . , I ... I I I --------. - -- - . � . .1 - .. - I - . i ,�, 1, 1. . I I I I I - - I �. .. 11 I- . �- . . . - -, _. . . I . I . Dat� I 11 - � . I I "".11" . . I . _,� � I i , - ` . I � � I / 0, I � Ptml ; ; kffr_4N'rr_`JRAL SPECIFICATIONS : . � .---*-- ____1___ -1. . :, .I I-— - .1-- ___ - _.-I... - - - _. I - - � .. ... �- I -1. _ , . . . I I I � I . � - - - . i . I __ - - -L -*'--' - - - " --'----- I ** * I ; I I 1 3. V66tiiij: ocate and secure rebar ill footings prior to placement of concrete. Secure- rebar 'to__'_c__1iair_s_ or' rebair-pitis to ' . f . . . . _� ;1 -1, � . . 1 C. MCIERIOR INSULA FION AND FINISH SYSTEMS . - ;.. ._,� I i . � maintain location and prevent movement during pour. Do not use bricks, stones, masonry droppings, wood or other ': - . . . . I . I I . r . I . . I . . . I � materials to support the reinforcing steel. Place concrete fit a manner that will permit the most thorough compacting �md . . . . . I . - . I i I SECTION 01 00 00: GENERAL CONDITIONS ... i I 1. General: It is extremely important that the EIUS systent and related materials specified for this structure a e procured, . . I i r . - � I . I work around all rebar and into all the recesses. Place concrete in its final position as soon as possible after mixing and in .. I handled, prepped and installed to even tighter standards thaii the Manufacturer's written instructions. If the system is not I . . I . I I . � I I I one continuous operation. Compact concrete thoroughly by rodding or vibrating to provide a dense concrete, free of . I . . ; I I . A. This Project has been designed to be in compliance with the current Uniform Virginia Statewide Building Code , I prepped and installed properly, condensation and/or entrapment of moisture within the wall call result in long-term I ,_ '. i �� honeycombing and air pockets/pits. Trowel tops of concrete pour straight and true while concrete is workable. Do not . : � ,_ � I (International Building Code 2003, as amended). All work on this project shall be performed, installed, erected and approved by all 11, I problems. Every professional effort must be made to prevent moisture infiltration into the building. � i � I . . i � I start concrete work during rain, snow, or when the temperature is 40 degrees Fahrenheit and falling or is predicted to fall � i parties in strict compliance with the Building Code as it is written. Local government interpretations of the Code or "standard -of -the- �� . 1 2. Materials: All materials used must be Manufacturer's standard installation components, including but not limited to: . . � . . I 1; below 40 degrees within 6 hours of the completion of the concrete pour. Donot begin concrete operations after 12:00 1 I . . . I � 11 � ( trade" interpretations of the Code are not grounds for non-conipliance of the requirements of the Building Code. The failure of a Code _� a. Flashing: Self-sealing rion-woven inat backed, 30 mils (0.76 nun) thick rubberized asphalt membrane such as Parex . 1. . I 0 � . . . I _� noon and cease all pouring operations by 2:00 pin during the months from November through March. Water Master Flashing Membrane 365. . � . . . I 1 Official, the Architect, or the General Contractor to observe areas of rion-conipliance is not grounds for performing inadequate or I I . 11 - - 7 1 . . . . I , I I I � I 0 4. Floor slabs: Before pouring floor slabs, bring the surface of the crushed stone to a true, even plane. Maintain slab b, Insulation: Molded extruded polystyrene insulation board which shall con1brill to ASTM C-578, Type 1, and the I :1 . � 1 substandard work by any party. ,,, J,',� � I - . . I . . . I i . I thickness and profile of slab haunches. Lay polyethylene vapor barrier as work progresses to minimize punctures and � I,-, � I . 4 � Manufacturer's written specifications, such as Parex Stucco Wrap Insulation Board. Maximum size shall be 2' by 4' 1 i T tears. Lap sheets minimum 12". Set all aluminum screeds true to line and level. Adequately brace and secure screeds to . � B. This Project has been designed in conjunction with Site Engineering drawings prepared by Moretz Engineering of Kings � . I and nominal thickness shall be 1-1/2" minimum. Back of insulation board shall be configured with channels equivalent . - � I : prevent movement during concrete pour. Place welded wire mesh fabric reinforcement as the work progresses. Lap all I . I Mountain, North Carolina, for a previous project which had been plarmed for this site. Contractor is to coordinate the Work of this 11 to the design of Parex Water Master. I � I wire sections a mininium of 12" (or 2 full grid sections) at end of sections and a minimum of 6" (or I fidl grid section) at . ! Project with the Moretz Engineering drawings as required and as directed by the Developer. � i c. Reinfbrcing.Mesh- Medium duty mesh such as Parex Standard Mesh 355, weighing 4.5 oz. per sq. yd., coated for I I i � I edge joints. Wire or plastic tie sections together to prevent movement. Secure wire mesh in place with rebar pins or I � i protection against alkali, and detail mesh such as Parex Short Detail Mesh 356 and Parex Adhesive Detail Mesh 352 ; chairs. Lift and pull mesh into the center of the floor slab thickness during placement of concrete. Make an attempts to . shall be used for backwrapping and details. � . I . C. The term "Contractor" as used in these specifications and drawings refers to each individual Trade and Subcontractor ", . I I RLG i . avoid walking over mesh after concrete has been placed. Do not pour the floor slab monolithically. Install floor slab in I � employed to complete all or any portion of this project. All terms and conditions imposed by these specifications shall be binding I d. Galvanized Double V Expansion Joint: National Gypsum Lath and Plaster No. 15 Double V Expansion Joints or the . . I . sections. No section to exceed 400 square feet in total size. Transport and deposit concrete as close to final location as � upon each Trade and Subcontractor for his respective work as if he were the sole Contractor. I equivalent shall be installed. Refer to drawings for locations. � � *� i I possible. Utilize grade stakes to maintain level. Screed, float and machine trowel slab to smooth, dense surface free of i 3. Delivery, Storage and Handling: Upon arrival at the job site, materials shall be inspected for defects or damage, mid the . . . . ; ! . Architects, PLC t D. Provide a finished, complete and watertight building as described and illustrated in these Construction Documents. Fully , humps and birdbaths. Insert vinyl crack control strips while slab is still plastic or saw -cut crack control joint as soon as I Manufacturer notified of any discrepancies. Unsatisfactory materials shall not be used. Store materials in a cool, dry, out . i �:, slab hardness allows. . i ! complete all proportions of the work, including those items of work, finishes, fixtures, equipment, or materials that may not be q . of sunlight, protected from weather and other harmful environment, at a temperature above 40 degrees F and below I I 0 1 shown, � I . I I , 5. Finishes: Interior floor slab of the building is to receive machine trowel finish. Exterior walks to receive light broom � but would be reasonably expected to be included fit a finished project of this nature. � I degrees F, in accordance with Manufacturer's written instructions. Store insulation board flat. � finish. Broom across walkway direction. i ; T 4. Project Site Conditions: In. accordance with Manufacturer's written instructions, insure that ambient air temperature is a . . . � A -rchitecture " t I . . 1-11 I -1.1. � E. All components, systems, and all other manufactured articles, materials, components, and equipment shall be applied, millimum of 40 degrees F and rising, and will remain so for 24 hours thereafter. Do not apply EIFS materials to a . I : ; installed, connected, erected, used, cleaned, stored, handled, conditioned, and maintained, etc., as per the Manufacturer's written . .. substrate whose temperature is below 40 degrees F. Do not apply Elf, S materials during inclement weather. Protect EIFS . � Construction , I . . i I D. GENERAL: Upon completion of concrete work, remove, all formwork, stakes and bracing. Remove all concrete droppings and I 1-11 II instructions. Any conflicts, discrepancies, or questions concerning these documents or Manufacturer's instructions should be brought, truck washout. Do not bury material. Repair all random cracks that form in the new concrete by methods acceptable to the Architect component materials from weather and other damage. I in writing, to the attention of the Owner and the Architect before proccedin- with work. Failure to follow Manufacturer's written 5. Examination of Substrate: Prior to installation. of EIF System, examine the substrate as follows: Development ? and Owner. . . . - $1 instructions may require removal and reinstallation of any and all materials installed and work performed. In the event Cat verbal a, Substrate shall be type approved by Manufacturer of EIF System. I 1, - I . : , ; � I advice regarding the installation, erection, assembly or colistruction of tiny component of this structure is sought from a Manufacturer � i b. Substrate shall be examined for soundness such as tightness of connections, crunibling or looseness of surface, voids 1 or any representative of a Manufacturer, the Contractor shall obtain a written copy of an resulting advice or instructions from the I and projections, spacing of panels and other conditions. . i : Manufacturer. . . . ! . SECTION 04 10 00: MASONRY c. Advise Contractor of discrepancies preventing proper installation of Manufacturer's warranty EIFS, Do not proceed . I I I 0 East Market i with ET,S work until unsatisfactory conditions are corrected to Manufacturer's written standard. Correction of . . 1 F. Equal equipment or components to those specified may be considered. Provide relevant samples and information to Owner A. GENERAL: Furnish all materials and labor for the installation of alI concrete block and brick masonry as indicated on the unsatisfactory conditions of substrates installed by other trades shall be responsibility of Contractor. . . I Suite 3R i and to the, Architect for review before ordering or proceeding with work. All cost implications of these changes or substitutions, either drawings, Construct masonry work inaccordance with ACI 530 / ASCE 5 and AC1530.1 / ASCE 6. 6. EIFS Installation: Installation shall strictly conform to Manufacturer's written instructions and drawings. � . . I . � I I . ; I I . - . i an increase or decrease in cost, shall be clearly indicated. Overall cost savings shall not be sole reason or cause for a substitution. . . . 1� I . . . . . I . -Charlottesville, VA i B. MORTAR: Conform to A91M C-270 current edition, specification for mortar for unit masonry. Type N: One part Portland 7. EfFS Joint Sealant: Installation of EIFS Joint Sealant shall be by a trained ElFS Applicator, experienced and competent in . I . . . . the installation of elastomeric construction sealers, or by -,in installer under the direct supervision of an EIFS Applicator. I ; G. All finished work shall be properly protected from damage by subsequent work or trades. All damage shall be repaired or cement, one part (Tym 5) hy1drated little for putty, and three parts sand. Use suflicient water to ensure plasticity. Utilize known I . f I replaced at the expense of the parties responsible for damage. Any surfaces, materials, or equipment developing cracks, tears, - . . . ) measures, do not use ".�iiovel full" method of measuring. Color of mortar is to be selected by Owner. 1 8. Coordination: Coordinate installation with other trades. Insure a continuous EIF operation free of coldjoints, scaffolding � 434.245.9535 1 i dislocations, bleinishes, or problem of like nature shall be replaced, repaired or relieved ill a manner acceptable to the Owner and/or . I . . . I lines, texture variations, and other non -complying installation procedures. Upon full core of EIF materials, promptly . . i the Architect. The responsible party should pay all costs related thereto without additional cost to Owner. C. FACE BRICK: Veneer brick to be full 4" nomirial thickness brick, engineer size, hi shapes and profiles ind . . I I __ - . ! - icated oil the install sealant to surfaces to be sealed. Promptly flash and/or seal system termillittioas to prevent water infiltrations. I I I I r drawings. Color and style to be Old Virginia "Mo'liticello", medium red. All brick to be laid in running bond pattern except as noted . Immediately cover the tops of walls. Use temporary cover when sealing or flashing is delayed. . � . i H. It is expected and required that the General Contractor, separate speciahied Contractors and all Sub -Contractors shall be I . . . I . i . on pilaster capitals and accent banding. Set brick in a fidl headmid bed mortarjoints, Provide 7" corrugated galvanized brick ties at a � 1. Protection: Protect surrounding material surfaces and areas during in_,�tallation of the EIF system. Protect the EIF system i experienced ill their respective trades and shall use Laborers who are skilled in their particular field, Quality of workmanship and 1� . I maximum spacing of 24" on center and 16" on horizontal. Compact and tool all joints flush and smooth with concave appearance. from weather and other damage immediately after installation and until installation of sealants and flashing. ; I trouble -free construction will be the standard of acceptance. I . - I . . - � I . ; Provide I vertical row of corrugated galvanized brick ties at 16" on center vertically -within 4" of jarnb at all door and window 10. Cleanu : Clean EIFS surfaces and work area of foreign materials re3ulting from EIFS installation. Remove excess and , i . : 0 � . � . I openings. Provide F,,;Ilfiber Building Systems "Moistop Bricle'masonry veneer flashing above and below all openings in brickwork I waste EIFS materials from job site. � I I . I ; J. It is further expected that construction shall proceed in compliance with what is considered to be Good Building Practices. and at the base of all'brick veneer. Provide Masonry Technology Incorporated"Cavity Weeps" #CV 5010 at base of all brick veneer I 11. Warranty and Maintenance: Upon completion of installation of the EIFS, Contractor is to provide the Owner with the . I . I I I ! If there is a need for an additional detail, method, substitution of material or equipment, etc., the Contractor shall consult with the I and at all flashing lines. Provide Masonry Technology lucorporated "Trash Mortar Diverter" strips #TMD 9548 at base of wal I - I - i Is and Manufacturer's written warranty for the entire system, as well as Maltufacturer's maintenance instructions. I I. � I - . _r'.�- - _ .- � � Architect for any additional drawings, details, and specifications as necessary for clarification of the intent of the project. Failure to above all flashing lines. Install Trash Mortar Diverter in a "stair -step" pattern per Manufacturer's directions. � . ; request information is not cause for executing inaccurate work. . i i : I i � D. VINYL SIDING: Vinyl Siding to be double 5" shiplap design with full 10" exp sure Siding to be installed oil the exterior I- i c i , I I K. The entire construction site is to be maintained in a safe, neat, and orderly manner at all times. Everyone Nvho works oil or I 1 face of the parapet / mansart walls above the point where the rubber membrane ends. Color of tlie siding is to be selected to match the . � . . I ! I 1). CONCRETE BLOCK: Conform to ASTM C90 standard, with minimum net area of compressive strength of 2150 psi. I color of the EIFS. . . I i visits the site, without exception, is responsible for the condition of the site. All building inaterials are to be, organized, neatly stacked I - . I I � I Manufacturer's standard grade "N" units -with nominal face dimensions of 16" long, 8" high and with thicknesses as indicated on the ! i and covered at all times. Large bundles of materials such as lumber, inasomy or structured steel should be stored off the ground � I 1, 0 ind their way onto adjacent properties or public rights of I I 0s urer's standard. Lay all block in miming bond with full mortar head and bed joints. i E. SINGLE, PLY EDPM ROOFING: Provide all materials, labor, equipment mid supervision necessary to install the . utilizing blockin as much as is practicable. No materials or debris should f drawin- . Color and textLire are to be Manufact I Provide prefabricated welded wire thru-wall reinforcing (ladder type) in widths and lengths as required. Install reinibrcing at 16" Oil membrane roofing system as shown on the drawings and specified herein. Comply with all Manufacturer's written recommendations I i way. Given that construction sites are inherently chaotic, potentially hazardous conditions are to be kept to a minimum. At the end of ! center vertical. Provide prefabricated comer units. All coiicrete blocks containing vertical reinforcing to have two full cores per 16" tinder which components of the system can be installed. I ; � I . , ; each workday, the site should be free of debris and left in a safe, neat and orderly condition. All construction debris and waste to be � ! block. Utilize Wire -Bond Rebar Positioners to locate and secure reinforcing steel bars in concrete block curves. Provide positioners at i placed into the contractor's dunipster box immediately or as soon as practical. i 1 2'-8" on center vertically. I . Install a fully adhered roofing system such as Firestone RubberGuard EPDM Fully Adhered System or equivalent. I I ! . . I Sheets of .060" membrane are to be fully adhered to an approved subitrate such as Firestone ISO or the equivalent with 1. .. . 1. 1. I I , 0 : L. The Contractor is responsible for fully and thoroughly reviewing all drawings and existing site conditions before beginning E. ACCESSORIE S: Provide 1/2" diameter by 18-inch long corrosion -resistant anchor bolts for wood framing. Anchor bolts to 11 Firestone Bonding Adhesive or equivalent. Adjoining sheets are to be overlapped and spliced with 7" Firestone QuickSeam. . cf, � ; any work or ordering materials. Ally discrepancies in the drawings should immediately be brought to the attention of the Archite for be located at a maximunt of 6 feet on center spacing with 3 bolts located at each comer of the foundation. Additional anchor bolts to I cturer's written instructions. - I 0 I clarification before proceeding with the work. The Contractor is specifically required to check, cross-reference, and coordinate all be located at 16-foot centers. Provide 2 bolts, 12 inches apart, centered on the 16-foot mark. Contractor to coordinate location of . . I dimensions, elevations, grades, and clearances, and so on. ' not set anchor ; . r, � anchor bolts Nvith the lungths of sill plate stock. Secure anchor bolt to masomy work prior to concrete grout pour. Do 11 i , I 1 F. RIGID ROOF, INSULATION: Install polyisocyanurate (ISO) roof insulation boards of 3.0" nominal thickness, R-value of � : � . � i bolt after block is filled. Locate, brace and otherwise prevent misalignment of anchor bolts during gout pour. Anchor bolt to extend 11 21.0, and C-value .048 which meet the fire performance criteria of FM 4450 and UL 1256 without the use of a thermal - � � . . . ; M. Do not scale these drawings. If dimerisionsare incomplete or directions are not clear, contact the Architect for clarification. above the top of the masonry a iniiiiinunt of 2-1/2". barrier. Mechanically fasten the ISO boards to the 5/8" -wood decking with approved fasteners and plates. � . i � I . . I . ; N. Provide all necessary bracing, shoring mid other support structures, either temporary or permanent, as necessary to prevent F. INSTALLATION: The best masonry workmanship practices shall be followed throughout every phase of the project. All . G. METAL ROOFING: Prefinished 032-inch aluntinum, field formed panels with standing double -locked scams, as . I � 0 . � . i deflection, rotation or collapse of the structure, or any portion thereof, during construction. It is expected and required that the horizontal joints are to be level and all vertical joints are to be plumb. All head and bedjoints to be, completely filled with mortar. 'fool . manufactured by ATAS International hic. or approved equal. Install roofing in strict and full compliance with Manufacturer's written I . � 1 General Contractor, Sub -Contractors and their subordinates will take till necessary measures to insure that the structure and its all joints exposed to view uniforully with a non -staining metal tool to close all hairline cracks, voids and crevices. All vertical I instructions. hutall roofing over continuous slip -sheet, Typar Roof Wrap. Color of material is to be selected by Owner. . I I I I components are protected from damage and alteration due to weather -related incidents and natural conditions during construction, and reinforcing steel bars are to be installed as the work proMsses. Wire -tie bars together, lap bars minimum 24 diameters. Grout rebar . I , C> . . . 11. that reasonable measures will be taken to prevent vandalism or other -damage, whether willful or accidental, df the structure, its . solid in block cores..Do not "wet -stick" bars. Provide solid masonry two full courses below all bearing points unless noted otherwise. H. . . i components, construction materials and the site during construction. I I ICE DAM PROTECTION: Fiberglass reinforced, modified bitumen sheet with self -adhering backing as manufactured by � �. � . . . I . . . I . . GAF Weather -Watch Ice dam protection sheet is to be installed in conformance with Manufacturer's written directions where shown . . � Cf. COMPLETION: �Tpon completion of masonry work, reitiove all scaffolding, bracing, supports and other devices. R ove on the drawings. I i 1 C7 . ; . . . all excess materialsand debris from work area. Salvage and recycle, brick and mortar debris as granular / drainage fill under sidewalks. . : ! SECTION 01 50 00: SPECIAL CONDITIONS I Remove all excess mortar sand and recycle as soil amendment for seeded areas on file site, I �. . I �, . I.. . . . 1. . . I . I J. ALUMINUM GUTTERS AND DOWNSPOUTS: histallahiminurn gutters and downspouts where shown oil the drawinggs. . - . - I . - .. �1. . I 11 1 Machine form -titter material to size and profile shown on the drawings ill lengths not to exceed 40 feet. Provide 5" "K" style gutters . . . . !, A. QUALITY OF WORK: A high level of quality by all parties is expected in the performance of this work. "Standard of the I 0 . ; . field formed from .032-inch aluminum coil stock. Color of gutters to match roofing. Provide expansion joints at till seam in the I . � Trade" may not be an acceptable level of quality. The Contractor shall re -execute any work that does not meet the requirements of the SECTION 06 10 00: ROUGH CARPENTRY gutter system. Secure gutter to building using strap type hangers that allow for thermal expansion and movement. Do not use spike . . I : Contract that appears during the course of the Contract. Such re-exectition will occur before the work is enclosed or concealed by � 0 i .an.d ferrule hangers. Utilize preformed comer sections at all comers. Install downspouts of sufficient size to carry the anticipated I I . � � other work, The Contractor shall be responsible for and shall remedy any defects due to faulty materials or workmanship, which A. GENERAL: Fumish all materials, labor and equipment necessary to do all rough and finish carpentry work as shown on rainwater. Secure downspouts with concealed fasteners at a maximum 2'-8" on center. Use a minimilm of 3 fasteners per downspout � i appear during construction until the date of completion of the Contract. The provisions of this article apply to work performed by Sub - I these drawings. histall each item in accordance with the best workmanship, methods and practices. section. Utilize preformed elbows for all offsets and changes of direction. Secure downspout to the underground drainage system. I I . ! Contractors and suppliers, as well as direct employees of the Contractor. Completion of the work shall be considered to begin upon � � I . ; the date issuance of a completed Certificate of Occupancy by the authorized CoLuity Official. Refer to Guaranty of Work provisions 1 B. MATERIALS: . . I . � for warranty of work upon completion. I . . ; : � I i I � I I ! SECTION 08 00 00: DOORS AND WINDOWS I ! 1. Framing Lumber: S4S Commercial grade Southern Yellow Pine or Douglas Fir, Grade #2 or better, for structural joists . t B. TEMPORARY U11LITIES' The General Contractor shall be responsible for making all arrangements for and all - . . I I I and headers. S4S Commercial grade Spruce / Pine / Fir for stud grade material. Conform to grading rules applicable to - I � ges for such A. EXTERIOR DOORS: Refer to the Door Schedule on Sheet A2. . ! connections to obtain all water, power, telephone and Other utilities necessary for his constrUction purposes. All char I __ - . Itimber species for dryness and appearance. All framing lumber in contact with concrete or masomy to be pressure . _____�_----_____" -, I The Canfactor i . � services, unless otherwise agreed with the Owner, shall be bome by the Contractor until the completion of the project. I I I . . I � __/ I treated. All wood studs to be solid stock material; free of twists, bucks, splits and excessive bark loss. 1 1, I I . e a s are to ! I B, FIRE RATED DOORS AND DOOR FRAMES: All file rated doors and door frames assemblies shall meet all appropriate � shall provide on -site, temporary toilet facilities for his employees and those of his subcontractors. The temporary toil t f cilitie I ! . 1 2. Engineered Lumber: All engineered lumber (LSL, TJL LVL, PSL, etc.) is to be as manufactured by Weyerhaeuser, I . I 1UW I i be placed on the site such that they are screened from the road and adjoining properties. The Contractor is to arrange for temporary requirements of International Building Code 2003, as amended, and all ordinances and regulations of Albemarle County, and shall be . , : ! . toilet facilities to be emptied and cleaned on a regular basis to pre 6it s � TrusJoist, or Georgia Pacific. Obtain all engineered lumber from a single source. Provide engineering design and shop f . . I C, i I V tagnation mid odors. Under no circumstances shall the ! installed according to the Manufacturer's written instructions. Fire rated doors, designated as Door Type 4 on these plans, located at ; I ; Contractor, his subcontractors, suppliers, representatives or other visitors to the project site, including all of their respective direct or i drawings prepared for solely for this project by Manufacturer's engineering service. All engineered framing lumber to be 1 the top and bottom of the staircase, shall be 60-minute fire rated flush doors such as Mohawk WD60 (60 Minute Mineral Core "B"' � I � � i � a ! as sized by the Manufacturer's engineer. Submit all shop drawings to the Architect for review and comment prior to . . I indirect employees, utilize any bathroom or toilet facility on the site other than the designated portable toilet(s) brought to the site for i Label) or Algona Wood and Composite Core Fire Door (I HR "B" Label), manufactured of 1-3/4" solid core birch veneer and stained . I I . I � approving or ordering any material. Install in strict compliance with approved shop drawings. Provide all necessary web . : their use. or painted according to Owner's instructions, The exterior door at the staircase bottom has a metal -framed peep hole, and the interior, . 1 L___ - -- -- i 8 I i I I tifferwrs_ blocking, framing hangers, etc. as required complying with Manufacturer's printed details. i door at the staircase top has a metal-fiamed fire rated vision panel measuring 5"x 20". . i C. TEMPORARY HEAT: 'I'lie General Contractor shall provide heat, fuel, and services as necessary to protect his work, and 1 3. Erefh.-c�',.'4cd Roof Trusses: Provide prefabricated roof trusses, including mono -pitch, multi -pitch and flat box trusses, as I I . . I J shown -aa fhe drawings, assembled from dimensional lumber with metal connector plates, in the configurations and i ; the work of his Sub -contractors, against dampness and cold until final acceptance of all work under requirements of the Contract. 'Ihe 1 C. OTHER INTERIOR DOORS: Interior doors shall be manufactured of 1-3/4" solid core birch veneer, installed according to : I 0 . . ; ! ll e the building's heating system to provide heat until such time as approved by the Architect I quanthies necessary to complete the entire roof system for the building. Truss Fabricator to provide full design and I the Manufacturer's written instructions, and stained or painted according to Owlicr's L tion . - ; I 0 1 instr 1C s . . � : fabrication services. Fabricator is to provide full shop drawings to the Architect prior to production of txusses. Drawings I I ;4 J I I shall show species, sizes and stress grades of lumber to be used; pitch, camber, span, configuration and spacing for each i 1 �� ; D. CONTRACTORS TIME TO MATERLALS: No materials or equipment for the work shall be purchased by the Contractor I . � atQs; and bearing and i � I type of truss required; type, size, material, finish, design values, location of metal connector pl, D. - WINDOWS: Refer to the Windows Schedule on Sheet A4. i ; or any Sub -contractor subject to any chattel mortgage or under a conditional sale or other arrangement in which all interest is retained . . I I anchorage details for all trusses. All truss designs shall be prepared by registered desio professional(s) and shall bear . � . ) I by the Seller. The Contractor warrants that he has good title to all materials and equipment for which he accepts partial or fhwl lial I I ! payment. . . each registered design Mfessional's handwritten sigilature, date and original seal. Each registered design professio I E. HARDWARE: Refer to hardware specifications on Sheet A3. I 11 Ishall be a full-time employee of the Truss Fabricator, as required by the Code of Virginia. . � . 1 4. Subtloor Mate I I I �rial: All subiloor material shall be 3/4" thick material with tongue and groove joints, such as Advaritech as ? � . t I ! E. ON SITE MATERIALS STORAGE: On site material storage space is limited. All materials are to be stored in designated manufactured by Huber Engineered Wood or approved equal. All subfloor material to be bedded in a continuous bead of I SECTION 09 10 00: FINISHES I i rmmm" 1 areas only. All materials are to be neatly stacked and adequately covered at all times. Contractor is to coordinate delivery of materials ! I I adhesive and adhered to floor joists with 8d deformed shank nails at 12" on center field spacing and 6" on center edge �, I 11 .1 i � and equipment so as to not encuinber site and limit work areas. I . . � I . I ; spacing. Installation of subfloor is to be in strict compliance with the engineered lumber Manufacturer's written I A. GYPSUM BOARD: ! L . I , I instructions. I A I I F, TRASH ANID DEBRIS: The General Contractor shall strictly comply with any applicable rules and regulations regarding .1 i i i 1 PONNE9 I 5.RoofSheathin : Roof sheathing is to be 5/8" plywood or OSB over the pitched roof trusses, and 5/8" plywood or OSB � I.General: Provide all materials, labor, equipment and supervision necessary to install the gypsum board as shown on the . I :, ori-site collection of construction waste, debris, refuse and trash. All food and beverage waste and containers are to be collected in I ( � at over the flat box truss sections of the roof. drawings and specified herek Comply with Manufacturer's recommendations for conditions under which gypsum board . . � I ! �� . i sealed bags and disposed of, in a timely fashion, to prevent attracting animal activity on thejob site. Dumpstcr box shall be covered I I . : 0 6. Wall Sheathin : Exterior sheathing behind all exterior insulation and finish system (EIFS) veneer shall be glass fiber mat- panels can be installed a -ad all dry wall finishing work can be applied. . . . i ; all times and not be overloaded with materials such that it becomes an attractive nuisance. Contractor shall, to the best of his or her faced gypsum sheathing such as Georgia Pacific Deris-Glass Gold and cement board, or approved equal system. The EIF S, 1 2. Gypsum D 1. ! _ . i rom his construction debris and re -use it, or dispose of it at an approved recycling center. I I ; ability, separate out recyclable materials f 1 1 _awafl: Gypsum Drywall products, including all boards, tapes, compounds and other accessories, shall be as ! I system is not qualified for use on wood sheathed walls or OSB. Wall sheathing for First Floor walls to be 1/2" plywood manufactured by National Gypsum Company. Gypsum boards for all walls, except the Fire -Rated walls, shall be Gold i -- ; : S � Bond Wallboard, 1/2" thick, 54" wide by 12' lot)- with tapered edges. Install board horizontally. Install board in strict ! � R compliance with Manufacturer's written directions and in compliance with the Gypsum Drywall Association standards. i � G. ACCIDENT PREVENTION: Precaution shall be exercised at all times for the rotection of all persons and property. The � or 1/2" oriented strand board I . . , ) g�4 ct p 7. Air Infiltration Barrier Wra : Provide,weather-resistive breathable barrier wrap engineered with vertical grooves, such as saf�ty provisions of applicable laws mid codes shall be observed. Machinery, equipment, and all hazards shall be guarded in $ , ; C, DuPont Tyvek Drain Wrap or equivalent, over all exterior wall surfaces (whether heated space or not) that are to receive Apply tape and finish compounds to obtain a Gypsum Association Level 4 finish with no air -pits, scratches, gouges, i - r--4 ; � accordance with the safety provisions of all govemkig standards. All ladders, lifts, scaffolding, staging planks, walkboards, etc. shall . "MW W . C11 EIFS siding. Air infiltration sheets are to be installed by Contractorjust prior to the installation of the exterior siding and I humps, sags, or any other deleterious marks or imperfections. . i rl � ; 1 be erected, supported and maintained in strict compliance with all OSHA regulations. All workers engaged in activities ten feet or , I ; 0 r-.4 - . . � [ I i I -otected from weather. Install in. maximum 3'-O" wide rolls. Provide Fortifiber Building Systems "Jumbo Tex" Weather- , 3. Fire-Rated"Walls: Gypsum board for Fire -Rated walls shall be Gold Bond Fire -Shield Wallboard, 5/8" thick, 48" wide by . - __ - I ^^ nmmmn� 1"4 ! pi higher above grade shall be adequately protected with guards, braces or tethering devices. All protection devices shall be in strict I i Resistive Barrier asphalt -impregnated kraft paper over all wall exterior surfaces that are to receive face brick. Install all : 8' long with tapered edges. Install board vertically. Install board in strict compliance with Manufacturer's written . . . . i compliance with OSHA safety regulations. Failure to utilize protection devices will be cause for removal from the work site of any i ! barrier wrap in strict compliance with Manufacturer's written instructions. � I employee or subcontractor. I I directions, in compliance with Gypsum Drywall Association's standards and in full compliance with the Underwriters' i � 8. Exterior 2violdings and Trial Shape : Exterior moldings and trim shapes shall be as manufactured /provided by W.M. I I e r-4 I Laboratory requirements for the listed Test Assembly. Apply tape a!id finish compounds to obtain a Gypsum. Association ; t7 - -printed on all surfaces. Field prime all cut Level 4 finish with no air -pits, scratches, gouges, humps, sags, or any other deleterious marks or imperfections. i � I Tinder Inc., or approved equivalent. All moldin s and trim shapes shall be pre I i H; GUARANTEE OF WORK: Except as otherwise specified, all work shall be, guaranteed by the Contractor against defect� - I � ! > � 1 gurfices 11-41MA1111-1. . . � ! I I resulting from the use of materials, equipment or workmanship which may prove to be faulty for one year from the date of completion uvivic Ist I I C\ 9, Fasteners: Nails for wood framing shall be common wire nails. Where wood framing members are against steel, masonry B. ACCOUSTICAL CEILING$: ------. . , I of Contract and final acceptance. However, the responsibilities of all parties for compliance with the explicit provisions and spirit of . . L - - .-------.,-,.--. - ------- �---�.----.-------,--�-,-�------.-----,--------� _______..___._______. 44 , . 11 or concrete mid common nails cannot be used, hanger nails equivalent to Silver Metal Products or Simpson Company N- I __,________________ . �� , I 1. General: Provide all materials, labor, equipment and supervision necessary to install an acoustica cell g system as the applicable Building Codes and Fire Protection Code does not cease at the end of the statutory one year period, particularly with a in . . - I ; Type nails or hardened case nails shall be used. Use of powder -actuated fasteners shall be kept at a minimum, Where I shown on the drawingsand specified herein. Comply with all Manufacturer's written instructions. I I regard to issues such as structural and material integrity, and the healthy occupancy of the building. I QW) � a, fasteners are utilized to secure pressure -treated lumber or are subject to expose to damp conditions, utilize hot -dip 2. Materials: . . � 1 galvanized fasteners. Ltunber connectors, ffitming anchors and hardware shall have ICBO approval and shall be �as I . . manufactured by Silver Metal Products, Kant -Sag or Simpson Metal Products. Install hangers with the full number of I . . . . . SECTION 02 10 0: SITE WORK I fasteners specified or required for each hanger or anchor. Install hangers and anchors with Manufacturer's approved . C. PAINTING: . . . I . fasteners. . I I , . . I . A. FOUNDATION EXCAVATIONS: Excavate to elevations and dimensions as indicated or required on plans. Shore and 1 10. Soffit vent: Exterior aluminum soffit vent to be 2" wide, ALCOA Vent -A -Strip, Model VAS70 in white, or approved 1. General: Provide all materials, labor, equipment and supervision necessary for a complete finish paint job as shown on � �4 U i , brace excavation as necessary to prevent cave-in. Protect bottom of excavation from frost and keep all excavations free from standing � equivalent. - the drawings and specified herein. Comply with Maiitifacttirces recommendations under which coats and coating systems I �-� U water. Do not fill areas of over -excavation. Extend footing to depth to account for over -excavation. Top of footing to remain as can be applied. Do not proceed with work until walls mid ceiling surfaces are properly prepared and ready to receive I 0 � . i I shown on the drawings. . C. INSTALLATION: All work is to be installed in strict compliance with the International Residential Building Code and paint. Do not apply paint in areas where dust or dirt is being generated. Cover or other -wise protect finished work of other National Design Standard for Wood Construction. Comply with all nail-ing schedules and patterns as reqLtired by these standards. I trades from paint drips and splatters. I PL� ";-.-.,4 ' . 0, - . I P..� ci I B. BACKFILL MATERIAL: All suitable materials excavated shall be used in back -filling the excavation. Each layer of fill "Rules of 1humb?' or "Standard of the Trade" may not be sufficient. Additional nailin beyond that necessary, may weaken the 2. Paint materials to be manufactured by Benjamin. Moore, Sherwin Williams or equivalent product approved by the Owner . . . I I shall be spread, shaped, and compacted with suitable equipment, Each layer of fill shall not exceed 12" in loose depth before being I structure as opposed to strengthening it. All work is to be installed utilizing appropriate tools and equipment for the tasks required. � Mixing and tinting shall be by paint supplier or at the factory, using an exact formula to insure uniformity throughout the � I icompacted to 95% density. No refilse or vegetable matter will be permitted in fill material. The remainder of the excavated material I I - , project. Deliver paint materials ready -mixed to the job site. I . � . � i � will be deposited upon the property as directed by the Owner. 1. Fabricate all comers with a minimurn of three full studs with the third stud turned to allow for insulation. Provide fire 3. Do not apply initial coating until moisture content of wall or ceiling surface is within limits recommended by the paint . . . I 0 . a) i. 11 blocking at mid -point of all exterior stud walls. Manufacturer. Apply paint with suitable short -napped rollers or spray at a rate of application not exceeding I . I � �� 'n � C. CRUSHED STONE FILL: Crushed stone fill below floor slabs to be VDOT #57 stone, . 1 2. Provide solid lumber framing below all bearing points. Assemble all built-up posts with a ring shank or spiral shank recommendation of paint Manufacturer for the surface involved. Comply with Manufacturer's recommendation for I r___4 i � fastellen. Apply construction adhesive between all members. I temperature during application times and drying time between coats. Donot apply paint without adequate lighting or � . . . . . I . . . . . I i I . I _<� I - ; D. GRAVEL FILL: Gravel fill below exterior walks, curb and equipment pads to be VDOT #68 crushed stone. 3. Fabric,�',,,- all built-up beam or header materials in strict compliance with nailing patterns as outlined in the International ventilation. Failure to obtain or maintain adequate lighting does not excuse poor workmanship. I V� i Residential Code. Provide a minimum double bead of construction adhesive between all members. . I I I . . � . Amik I . 4. Scrape and dust betweQn each coat to remove visible defects, Finish surface to be smooth and free of all brush marks, . I . . . 1. - V, � I E, STORM DRAINAGE: All rain leaders to be connected to piping below grade. Piping to be sloped to drain down slope ftoin streaks, snots, laps or pile-up of paint, skips or missed areas. Leave all surfaces clean and true to details with no undue . . I I i the building. All below grade piping to be as shown. on the Site Drawings. Provide all necessary Manufacturer's standard fittings, and . amount of paint in comers or depressions. . V) connectors to assemble piping. Connect drainage system to the existing or new catch basins as shown on the Site Drawings. . . ;.-4 1 tp 0 . SECTION 06 40 00: FINISH CARPENTRY . . � . M . . . . I � F. TERMITE PROTEC'11ON: Prior to backfill of foundation perimeter excavation and the installation of the new floor slab, I 11 A. GENE!zAL: Furnish all materials, labor and equipment necessary to do all rough and finish carpentry work as shown on SECTION 22 00 00: PLUMBING . �� > � � Contractor is to have soil treated by a licensed applicator with an approved termiticide. Applicator is to provide a written warranty � these drawings. Install each item in accordance with the best workmanship, methods and practices, W (u certifying that the soil application will prevent infestation of termites for the warranty period. Applicator to post signs on property � I r__� I , A� Furnish all engineering, design, labor, material, equipment and other such items as may bettecessary to accomplish all of . 1. warning of the treatment. i . B. MKI�ZdALS: Standing and RunninpTrim! All standard and running trim to be solid stock, S4S, in. all sizes and shapes as the work specified herein and shown on the drawings for a complete, operational and acceptable plumbing system with each unit and ;:� . � I � I � shown on the drawings or specified herein. All trim that is to receive transparent fulish is to be clear, select Yellow Pine. Trim that is the building as a whole. . . � . I . 0 I to receive a solidor painted finish is to be Poplar. I . - � � I . I Conform to standards prescribed by the International Uniform PlAnbing Code and all Albemarle County and Virginia . � . I . B, = ; i , � . C. INSTALLATION: I iregulatious or ordinances having jurisdiction. All piping installed on this prcj,�-et shall be new and unused and shall be of full size and . i t SECTION 03 10 00: CONCRETE I � ,-weight as required by code or ordinance. . . V) I I 1. All interior trim to be installed plumb, level, true and straight Nvith no distortions. Shim all standing and running trim as . . I . - ; A. CONCRETE FOO'EING FORM WORK: Provide forms for concrete consistent with finishes required. Build forms of . . . � Q� r-.1 - . . I � necessary with concealed shims. All joints between adjoining materials, unless intended to be� offset, shall be flush and (C. Main water service lines shall be type "L" or "M" hard drawn copper except that water piping below grade will be type "K" . . . I . 'I t � undamaged, clean, solid stock lumber as required. Utilize metal forms for walk construction. Forms shall be properly aligned, smooth. Scribe and cut all trim to fit adjoining work. isoft drawn copper with no joints below floor slab. All joints to be sweat soldered with lead free solder, Interior cold and hot water � . . . L a) I I adequately braced and sufficiently tight to produce concrete shapes required. The surface, of forms shall be free of foreign matter iand . 2. Install trim with a minimum ofjoints to the greatest extent possible. Staggerjoints in adjacent or related work. Cope trim . . 7:$ - ety of all forms is the responsibility of the Contractor. I dried concrete residue when concrete is poured. The design and saf llines shall be flexible "PEX" piping with approved fittings and connectors. Do not use PVC or polybutylette piping for water supply. at returns and miter at comers. Use scarfjoints, unless otherwise noted, in all elid-to-end joints. All waste and vent piping shall be Schedule 40 PVC with solvent welded joints. Provide all necessary fittings, connectors, elbows, ;_-� I � . I T %. 1 3. Install interior trim work with countersunk, finish lead, common wire nails. All pattern of nails to provide a uniform -1tees, etc for a complete plumbing system. . . . I . M I I - The use of earth forms for concrete footings is allowed provided that resulting trench is neatly cut and true to dimension. . appearance. . I 1 -6- 'I Depth of footing to be maintained by use of grade stakes, width of footing to be increased by 15% to allow for sloped . I ; . .. . . I � �� I sides of trench. . . D. Flash all vent pipes passing thm the roof. Install clean outs where required for proper cleaning of all lines. Clean outs below I I � I 1 � . 1 2. The use of metal forms for footings is allowed provided that the exposed face of the footing is smooth and flush. slab on grade shall be brought tip flush with finish floor. Outside clean outs are to be installed in 12" x 12" x 4" concrete pad flush . . . � . i 1 3. All footings are designed to bear on natural soil with a mittillitan bearing capacity of 2500 psf, . SECTION 07 00 00: THERMAL & MOISTURE PROTECTION � with grade. . . . 1 1 E ... � (=) i I . r---i I B. CONCRETE REINFORCEMENT: Provide reinforcing steel detailed, fabricated and placed according to requirements of . . I E. All soil, waste and vent lines shall be fully tested by filling with water to roof and be free of all leaks. Test domestic water - . . ,1�, +_J C) I ACI-315, current edition, of the American Concrete Institute. Furnish reinforcing bars of intermediate or hard grade billet steel . . A. � WATERPROOFING: I I lines by hydrostatic pressure fully in accordance with governing code, All domestic water lines to be cleaned and sanitized prior to . . . I I i ... use. a , tf� r� I conforming to ASTM A165-95B, Grade 60. Bars to be free from flaws, cracks, or other defects of rolling and free of heavy dirt, paint ' � 1. Provide 6 mil skrim reinfbned polyethylene sheet waterproofing below all slabs on grade. Lap all sheets millimurn. 12" 1 1 1 �_____ � --- �__________________ I grease, oil or any other destroyers of bond. Welded steel wire mesh to be cold drawn welded steel conforming to ATSM- 1 85 current I � and tape all seam. Install polyethylene as concrete work progresses to minimize traffic over membrane. Repair all . .1 I . . - . ----.,-- ____ -- edition. Obtain Albemarle County approval for footing and reinforcing steel placement for any day's pour prior to starting the poilir. I . . I I I . ptuictures and tears immediately. � -1 I . i Lap all splices sufficiertt to develop the full strength of the bar, laps to be not less than. 20 diameters. Wire -tie all splices with SECTION 26 10 00: ELECTRICAL i ininimum. three ties. . : 2. Sealants: Exterior sealants to be equal to Somiebom. NP-1, one component, gun -grade polyurethane sealant. Color to . � . i i � . . match adjacent surfaces. Interior sealants are to be equal to G.E. Silicone Sanitary Sealant 1700. . . . - . - . . . _. . .�, � i . . - A. Provide all necessary design, engineering, labor, equipment, material and services to install a complete, balanced electrical - I . I C. CAST -IN -PLACE CONCRETE: : .1 B. ROOF INSULATION: On the second story roof section above Unit 6, as shown in the drawings: . system. for the building. Site electrical to be provided under separate contract. I . . . I 11 I I . I �. � --- � I , I - I . I .1 ''. � � .1 I ; 11 . - . . � . I 1. Furnish all materials, labor and equipment as required to place concrete as shown oil the plans or as specified herein. ; B. Comply with National Electric Code and the requirements of Albemarle County for the installation of all wiring, boxes, . I . I : � 1. Roof Insulation: Provide loose glass fiber insulation complying with ASTM C764 Type I standards for flame spread and . drawing: . I Comply with ACI 301-96 "Standard Specification for Structural Concrete". Provide concrete mix with 3000 psi strength ' ': dtevices, panels, fixtures and other materials. . . I . \ 11 � at 28 days with a slump of I" for footings and slabs, Air content of concrete for all floors shall be 4%, plus or minus 1%. � .il smoke contribution. Install insulation thm use of pileurnatic bloNving machines. Level surface of insulation to a lightly . . . I I ; 2. Material : . �, parked uniform. depth of 12." Provide insulation collars around all electrical or mechanical equipment that need to be I . . I . I I . I I 111. - � I I I -1 C. - All wiring, circuits, loads and switching to be designed and installed by a licensed electrician familiar with this type of � I I . "� separated from the insulation. Utilz e strings or markings on truss chord members or rafters to inaintain uniform depth. I 1, . � I a. Portland cement: All obtained from one Manufacturer. I :.-, � structure. scale: . : - I � Install corrugated polystyrene baffles between roof trusses at roof edge to allow for attic ventilation. I 1.1--l-, ".�-!P��,--.---��..-,-,--,----..� - ----- - - - ---.-..-----.. __ .-,. - - __ _ - I ------ -.11- . __ --- --- _ . I . � I . . b. Aggregates: Maximum size in -,my direction 3/4" to I" for footings and slabs, . ,� .; . . . , ��,;�,�y �,%. , - " _.. � ------ � ------- ,_ -----�.�-..-,--,.,.,--��.,-,.--''-�-,.�..�-.,�.- __ .. ...... _ � .... . j I . . li ,� I o I I � 2. Sidewall Insulation. Provide kraft paper faced sputl fiberglass batts and blankets in depths to match wood stud thickness. � ,'��,',t ,,, I I __ � . - , c. Water used in mixing concrete: Clean and free from deleterious amounts of acids. . � I . t;- ��z � I i . � ! 1 3. Foundation Insulation: Provide DOW Cheinical brand STYROF OAM Square Edge rigid extruded polystyrene insulation. -_,-�g,- I I � I . - I � ; . f d. Reinforcement: Concrete reinforcement to be welded wire mesh of the wire sizes and spacing as shown on the . � � ' I � � � � . I . I : I . Spot secure the insulation to interior face of foundation walls with roofing cement. . . . i drawings.. � � : ,':�;�,,- sheQt: I ! � , �'�n'111.f, ., I I I . � : 4 . . i I _._ - , � 11 - - - _--l- .. - - ` - I I. �. 1..._...__._.____.__ 1 .. ..... ....... . .... ..... - .11.1-1..... . ... .. --l.... - ...1. . . . I I . I �. .11 --- 1. .1-11. ._ .- . � . -.-- - 11 i e. Expansion joint material: 1/2 " pre -molded bituminous fiberboard. : . . . . . �"'9`:,`�. . . . . . . . . . I - i f . . ,:IW�� . � _ , - .. : - � � , I `� ! f Additives; No chemical additives of any kind shall be mixed into the mortar or concrete unless specifically � , _-.R,,,� � � f : . _- I'- " i I I ��, I _40,1.. � � : authorized by the Architect. I . I , , � I I � I'� I I- �- - 1 -- ---- __ -1 - I _... I � - .. I . - I . . . . 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A._'_.,S��_, - 111. 1-1-1 _ . ---,-,------- ___ _______ ------- ------,--,-------,--,----,--------�---------------------�,-,-- _____ ____________.1__.__1 _________________ - -- --- ________ ---------,..---.,---------,---,---------.-- ------------ ____________._________ ____ ----------------�------------�---.-.----�-�- . ____ - , - - , ------- . --- - I t f� j r tA- -- - - - - -- _ r� - 7-5 rs- _� �. e. Cif UL�c 0 i It ' 1 ------- - 1-1-- — ----- 4-4N DAR To, ---�T _—=----- - -- ---� i .v 1 .y COPYRIGHT PROTECTION WARNING 2007 'fIris Drawing and the Designs contained hereon are the property of 1 RLG Architects PLC and are to be used solely for the project or client whose name appears in the title block of this drawing. Authorization to reproduce, transmit or otherwise communicate any portion of this design must be in writing from the Architect. This drawing and design contained hereon shall not be assigned to any third party without the express written PLC or Robert L. Gariepy, Architect. -ansmission, communication or use of this rights to this design and will result in It possible. I I L f 5ftec)=- 4G ........ .. -T-7 71 I I Mi if III I I 11�1 A- A& P, N Y �LT 1 L! UL r - ---------- -Az. 0 U __p IVA f F _.__._'�d_ GPM T ----------- COPYRIGHT PROTECTION WARNING 2007 DOW This Drawing and the Designs contained hereon are tile Property Of RLG Architects PLC and are to be used solely for the project or client whose name appears in the title block of this drawing. Authorization to /I&/Q($ KA L fr reproduce, transmit or otherwise communicate any portion of this design must be in writing from the Architect. This drawing and design contained hereon shall not be assigned to any third party without the express written 6d, permission ofRLG Architects PLC or Robert L. Gariepy, Architect, Unauthorized reproduction, transmission, communication or use of this drawing violates the exclusive rights to this design and will result in prosecution to the Mest extent possible. Z KX4: ------ --------- -------- ------- C J > -- -__-- 'R G 3T T ic ne! V1, 00 Architects'- PLC 7-e - --------- TIM 71, 1 Architecture Construction 4 --M[ L Pevelopment- 5' 7 Wk) I f1f1fIJI!I 111111 IPTITMI I I III I JIM 111111111111101 77 N-1-1 %4&A- I I 10 East market, +1 "Ll MW Mi WM MUM= < /7N Street. - T 0 ZI P, 0 -A- - W--U, -A i rUW—.54- 434-245-9535 -�J _ice.___ __ -___ __ __-__ _ _ - ►t I f IIt J7 AA tam; IS" 00 I 2=1 ! -- -- �� _ _ T�11 Ef I -T HAI,. 0 I , • 4 oI Y kX Z F— IIc 4 r No, -A, — -- -------- - 0 tr 1, 6 - ------------ - - L -0C; -N-SuLik- :77 AQ; r M all. al :-10 A L--6v V —7 �JKA -A - --------- -- ---------- V-6 V ------- IS. ----A7 J: ......... I-- .114 I ss 4_- J --- —_ --fit cd�"?_ �— _ _ _ _ --- - - _ _ T�--- rs _.___... . XJK Color Selections i 1 EXTERIOR FACE BRICK Old Virginia "Monticello" Engineer Size I j MORTAR Standard gray, concave tooling tSTANDING SEAM METAL ROOF ATAS International, Inc. " #11 Forest Green" ALUMINUM STOREFRONT Kawneer "Dark Bronze Anodized" COPYRIGHT PROTECTION WARNING 2007 This Drawing and the Designs contained hereon are the property of RLG Arohitects PLC and are to be used solely for the project or client whose name appears in the title block of this drawing. Authorization to reproduce, transmit or otherwise communicate any portion of this design must be in writing from the Architect. This drawing and design contained hereon shall not be assigned to any third party without the express written permission of RLG Architects PLC or Robert L. Gariepy, Architect. Unauthorized reproduction, transmission, communication or use of this drawing violates the exclusive rights to this design and will result in prosecution to the fullest extent possible. . ........ ------ D 6Y 1� a W V�A-t(l cr wvvtw, 014 ro-as E �V 6 krs 6iAA8 J\ vw vv�t �Vi-wcl low\ RL /Q&T KL(,� It V- ------ - r { Date l Oip , l rA 4 , _ - y- . - i L -I ;illllll�l111U �� , Il11111111W �� nr♦Lri�.l �� aaaa�n�aaa�l .�►n�►_��rr��l — - �•_NOW VA r iI tY - - I (t{ '— m� r� I t _ t i i - . I -17 r� T� JAN ' ... ._. • .y -__ --_ --_- off= v ------------- _ a } Color Selections EXTERIOR FACE BRICK Old Virginia "Monticello" Engineer Size MORTAR Standard gray, concave tooling STANDING SEAM METAL ROOF ATAS International, Inc. " #11 Forest Green" A,LUMINUM WITUCCO PAREX "Ivory #10444 E-zXTERIOR METAL DOORS Painted to inatch alwninuin storefront ANDFRAMES .'s.-RLG OR ALUMINUM GUTTERS Gutters and Downspouts AND DOWNSPOUTS:Aua_ r LCI O , LOUVERS AND Paint to inatch Durron. 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Unauthorized reproduction, transmission, communication or use of this drawing violates the exclusive rights to this design and will result in prosecution to the fullest extent possible. -Date t'r) RLGI Architects, .PLC Architecture. Construction V` Development 1110 East Market Suite 3R Charlotte.sville, VA 434.245.9535 i -