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Minimum embedments, if not specifically indicated on the drawings, LUUJ It~L C HJ I tIVIINV Jl,tltUl VU Jl,t1tUULt l I HtSLt LJU4.y. I )ഀ Roof Live Load (Snow} 80 psf shall be according to the manufacturer's specifications. Roof Dead Lood 15 psf g. All welding shall be done by an AWS qualified welder. CONNECTION FAഀ Deck Live Load 100 psf h. Delay painting within 3" of field welds until welds are completed.ഀ Deck Dead Laad 60 psf i. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneerഀ Wind (3 Second Gust) 90 mph (Exp.B) shall be galvanized and shall be attached to the foundation with galvanized or stainless steel 1. Joist to s1I or girder 3 - 3 - 3`ഀ Seismic Design Category C expansion anchors. 3 - 3" Importance Factor 1.0 j. All grout beneath column base plates and steel beams at bearing shall be non-shrink,ഀ Site Class D non-metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. 2. Bridging to joist 2 -ഀ SS .338 2 - 3„ 2-3"ഀ S1 .08 STONE/BRICK VENEER: „ „ . .ഀ IBC/IRC Edition 2003 3. t x 6 subfloor or less to each Waist 2 - a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with a 4. wider than 1" x 6" subfloor to each joist 3 -ഀ FOUNDATION DESIGN: wire tie to the structural backing for every 2 square feet of veneer, 5. 2" subfloor to joist or girder 2 -ഀ b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" of 6. Sole plate to joist or blocking 16dഀ a. Design of individual and continuous footings is based on an assumed maximum allowable bearing wall thickness, long leg vertical, to bear 4° minimum each end: 3" x O.t3~ pressure of 3000 psf (dead load plus full live load). 3" 14 gageഀ b. Foundation and retaining walls have been designed using an assumed lateral pressure of 50 pcf, Openings to 4'-0" 3 1/2" x 3 1/2" x 1/4"ഀ Sole tote to 'Dist or Blockin at braced a. Footings shall be placed an the natural undisturbed soil, or compacted structural fill per the Openings 4'-1" to 6'-0° 4" x 3 1/2" x 1/4" wall panel ! 9 3 -ഀ recommendations of the geotechnlcal engineer, below frost depth. Openings 6'-1" to 8'-0" 5°' x 3 1/2" x 1/4'> (4}-3" x C rഀ d. Provide continuous foundation drains around the perimeter of all basement walls and at the base 0 enin s 8'-1" to 10'-0" 6" x 3 1 2" x 5 16" (4)-3" 14 g of retainin walls. Contact eotechniaal en ineer for details. p 9 / / 7. To lore to stud g 9 9 (Multiple angles shall be oriented back-to-back) p p ~ഀ e. A representative of the geotechnlcal engineer shall verify sails aonditions and types during 3 3"ഀ excavation. Because geoteahnieal information was not available at the time of preparation of the c. Stone or brick veneer shall be supported on dry-stack CMU units to the foundation, or provide 3 - 3" _ഀ construction documents, we have used assumed values based on similar sites in the area, steel angle support per details on the drawings. 8. Stud to sole plate 4 - Construction of the founda#ion may not proceed without verifying these values. Report any 4 - 3"ഀ disarepanaies from design assumptions to structural engineer for re-evaluation of foundation LIGHT GAUGE STEEL FRAMING: 3 - 3"ഀ design. o, Metal studs shall be of the t e, size au e and s acin indicated on the drawin s with minimumഀ f. Backfili around and above structural buttresses and retaining walls shall be compaction-tested per YP ~ g g p g 9 ~ 2 _ the recommendations of the geateahnicai engineer. section properties as specified. 3 - 3"ഀ Do not backfill a ainst retainin walls until su orris elements such as floor framin are in b• All 18-gauge and lighter structural studs and joists shall be formed from steel that conforms to 3 - 3" 9 g 9 PP g ( 9) the re uirements of ASTM 570-79 or ASTM A-446-C with a 33,000 si minimum field stress.ഀ place and securely anchored, or adequate sharing is installed. Concurrent backfilling of each side q p y 9. Double Studs 16dഀ of a free-standin retainin wall to final rades as indicated on Ian or section is re uired unless c. Contractor shall provide bridging and blocking as required for stability and stiffness of the final 3" x 0.13'. g 9 9 p q wall or floor/roof assembly.ഀ temporary shoring is installed. d. Structural studs and 'oists shall be coated with red zinc oxide aint, or shall be alvanized. 3" 14 gage h. Verify type of fill with soils engineer and structural engineer prior to backfilling. ~ P 9 10. Double top plates 16dഀ e, All field-welded joints or ground areas shall be touched up with a similar rust-inhibitive material.ഀ f. Built-up stud posts shall consist of 18-gauge steel 1 5/8" x 3 5/8" or 1 5/8" x 5 1/2" studs 3" x 0.131 REINFORCED CONCRETE: 3" 14 goge per plan and shall be attached together per connection schedule. Use similar size and thicknessഀ a. Concrete design is based an the °Building Code Requirements for Reinforced Concrete" (ACI 318} track sections as required for nested connection of more than two studs together. double top plates s -ഀ as adopted by Chapter 19 of the 2003 1BC, g. Top and bottom plates shall be 18-gauge steel or thicker. Track sections placed on concrete 12 - 3ഀ walls or slabs shall have a moisture barrier and sealer between concrete and steel and have a 12 - 3" 14 b, Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. gogeഀ c. Concrete shall be proportioned using Type I-II sulfate-resistant aernent. Admixtures containing leveling bed of f " minimum non-shrink, non-metallic type grout beneath. Grout shall have a 11. Blockin between 'Dist or rafters 3 -ഀ chloride salts shall not be used. minimum compressive strength of 2500 psi. to top pia{e J 3 - 3" d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of h, Except as no#ed otherwise, minimum attachment shall be provided as specified in the "Fastening 3 - 3"ഀ Concrete Practice. Schedule on the drawings, t2. Rim joist to top plate 8d at 6'ഀ e. Anchor baits for beam and column bearing plates shall be placed with setting templates. i. Framing Notes; 3" x 0.13'.ഀ f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and 1. Exterior Walls: 3" 14 gage spaced at a minimum of 10 bait diameters unless noted otherwise. A. All exterior walls are metal studs of type, size, gauge and spacing indicated on drawings. 13. Top plates, laps and intersections 2 -ഀ g. Anchor bolts far wood sill plates shall be placed at 4'-0" maximum spacing with one anchor bolt Cap with one 1 1/4" x 5 1/2° x 18-gauge track section installed to provide overlapping 3 - 3"ഀ at 12" from each end or corner and a minimum of two anahor bolts psr piece. at corners and at intersections with other partitions. If overtop is not possible, strap top 3 _ 3^ഀ h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall have plates with metal strap ties (Simpson ST292 or equivalent}. 14. Con#inuous header, two pieces 16cഀ sawn or tooled control joints at a maximum spacing of 15`-0" in each direction. Laaate control B. Gable-end walls shall be balloon-framed to the bottom of rafters or end-wall trusses t5. Ceilin 'oists to late 3 - 'oints aloe column rid lines where ossible and rovide slab isolation 'Dints around columns, unless approved by engineer. 9 ~ p 5 - 3°ഀ j 9 g p p j G. Provide 5 8" sum wallboard at exterior face of exterior walls. Block all horizontal _ i. Concrete coverage far reinforcing steel: / 9YP 5 3"ഀ 1. Concrete cast against and permanently exposed to earth; 3" joints. If horizontal furring channels are used at exterior wall studs to provide a thermal 16. Con#inuous header to stud 4 -ഀ 2. Concrete exposed to earth or weather: break, metal strap cross-bracing is required per plan details. - t D. At beam bearing locations in stud walls, provide multiple-stud posts equal to width of 17. Ceilin oists, to s over artions 3 6d common nഀ A. ~5 bar and smaller 1 1/2" 9 j ~ p p 4 _ 3°ഀ B. 6 throe h 18 bar 2'> bearing member unless noted otherwise, (See Section 2308,10,4.1, Table 2308.16,4.1} 4 - 3" # 9 # 2. Roof Construction: 3. Concrete not exposed to weather or in contact with ground; A. Provide wind seismic anahor at su arts for all roof 'oists and rafters. 1 . eii ' i al I f r 3 - t6d common nഀ A. Slabs walls 'oists 11 bar and smaller 3 4" , / pP, 1 8 C I rig ~o sts to par I e ra to s 4 - 3" > j ) r B. Provide solid bloakm and or web stiffeners between roof rafters trusses and lookouts at See Section 23os.t0.4.t, Table 2308.10.4.1 _ഀ B. Beams columns 1 1 2 9 / ( } 4 - 3" / all bearing locations. Blockin material shall match rafter, truss chord, or lookout material.ഀ g 3- 3. Wind Bracing: 19. Rafter to plateഀ REINFORCING STEEL: A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and are (see Section 2308.10.1, Table 2308.10.1) 3_ 3"ഀ indicated as shear walls on plan have been desi red to resist wind forces in accordance 3 3 a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI g 2 - with Table 2306.4.5 of the 2003 IBC. 20. 1" diagonal brace to each stud and plate 2 _ 3,~ഀ Manual of Concrete Practice. B. At shear walls, screw 1/2" sum wallboard to all studs and to to and bottom totesഀ b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM 9YP P p 2 - 3" Specification A615 and shall be rode 60 exae t ties, field bent bars where ermined b note on with ~8 x 1 1f8 drywall screws at 7" maximum spacing. t. " x h i r'ഀ 9 P p y C. Where a continuous member is not resent at ilia hra m boundaries such as at roof 2 t 8 s eath rig to eoch Bea mg wall 2 - plon, or bars to be welded, which shall be grade 40. P P 9 (ഀ c. At splices, lap bars 44 diameters. Oo not weld ar use mechanical s licin devices unless hips, valleys or ridges, provide a continuous strip of break metal. Unless otherwise noted 22. Wider than 1" x 8" sheathing to 3 - P 9 on Ian, the break metal shall consist of 3" x 3" x 18 au e sheet and shall be each bearing wallഀ speaificaiiy approved by engineer. P 9 9 d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps attached to each framing member with one #10 screw. 23. Built-up corner studs 16c ' rഀ 3" x in concrete, provide (2)-,~5 bars extending 2'-6" beyond edge of opening or step. 3" 14ഀ e. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specifically laaated on RESIDENTIAL STEEL FRAME FASTENING SCHEDULE - 24. Built up girder and beams 20d comeഀ plan or details, coordinate cold joint locations with engineer. Stud to tat ack t and o m - 3" x 0.131'ഀ f. Welded wire fabric shall aonform to ASTM Speaifiaation A-185. Lap welded wire fabric a minimum p e tr (op b tto } (t) ~8 x 5/8 each stud flange 3" t4 o e 99 of one full mesh plus two inches. Laps shall be wired together.ഀ Built-up studs (back-to-back) #6 x 5/8" C~ 12" o.c. through webs g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" ar approved equivalent adhesive 2 _ ;ഀ systems. Minimum embedments, if not specifically indicated on the drawings, shall be Built-u studs nested 6 x 5 8" C~ 12" o.c. throe h each flan e 3 - 3" , P ( ) ~ / 9 9ഀ according to the manufacturer s speaifiaations, 3 - 3"ഀ h. Metric bar size conversion table: To totes, la s and intersections 2 - 8 x 5 8" each flan e 25. 2" tanks 16c PP p # / 9 P METRIC INCH-POUND 26. Collar tie to rafter 3 - 'ഀ #10 #3 Plywood or OSB roof/wail sheathing #10 x 1-1/2 ®6" along edges 4 - 3"ഀ X13 #4 #10 x 1-1/2" C~ 12" intermediate supports 4 - 3" 14 gഀ #16 #5ഀ #19 ~6 NOTES: 27. Jock rafter to hip 3 - 22 7 1. The screws in this schedule are self-drilling low profile head screws. 4- 3" T . 4 3' tl I 1 flഀ #25 ~8 2. his schedule indicates minimum fastening requirements. Where special conditions exist,ഀ #29 use the specified fasteners indicated on the plans and details.ഀ #32 #10 2 - • 36 11 3_ 3"ഀ L I 3 3"ഀ STEEL DECK: 28. Roof rafter to 2-by ridge beam 2 - a. Steel heliaal piers shall be designed and installed to resist the unfactored design loads as 3 - 3" iഀ a. Steel roof and floor deck shall be the de th au e and rib t e indicated on the drawin s. shown on Sheet S2. Unless otherwise recomrended by the manufacturer, the factor of safety 3 - 3"ഀ P ~ g ~ yP 9 to be applied to the design loads to obtain the ultimate load capacity of each pier shall be 2. b, Deck shall be fabricated from steel sheet conforming to ASTM A,611 ar A,446 having a b. Installer Qualifications: Installation shall be done by an authorized installation contractor. 2 - iഀ minimum yield strength of 33 ksi. Proof of current certification with the manufacturer, as an authorized installer of the helical 3 - 3"ഀ c. Deck shall be manufactured and erected in accordance with standard recommendations of the piers being used, shall be submitted to the Arahiteat or Structural Engineer prior to starting 3 - 3" Steel Deck Institute. installation.ഀ d. Sheets shall be finished b has hatizin and aintin with abaked-on acr is rimer. Where 29. Joist to bond joist 3 - 1 Y P P 9 P 9 YI P c. A representative of the geotechnlcal engineer shall be present during installation of the helical 5 - 3" 1 Iഀ deck is used as a concrete form, the side of the deck in contact with the conarete shall be piers, 5 - 3" ~iഀ phosphatized but not painted. d. A written installation record shall be kept for eoch helical pier, including date of instoNation, 30. Led er stri 3 -ഀ e. Openings larger than 6" in diameter shall be approved by the structural engineer prior to location of pier, description of lead section, includin number and diameter of helices and ~ P 4 _ 3" been cut mta the deck. 9ഀ 9 extensions used, overall depth of installation from a known reference point, and installation 4 - 3" f. Use welding washers for deck with thickness less than 18 gauge, torque at termination of pier. bഀ e. Soil corrosivity and required media#ion shall be determined by the geotechnlcal engineer and 31. Wood structurol panels and particleboard. t/2" and less subfloor, roof and wall sheathingഀ heliaal pier supplier, respectively. Ail piers must have a minimum corrosion protection of hot dip (to framing): STRUCTURAL WOOD FRAMING: galvanization. 19/32" to 3/4°ഀ f. Submit shop drawings indicating shaft and helix sizes, including manufacturer's catalog cuts 1ഀ a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch and data sheets to the engineer far review prior to installation. i n+i rഀ #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas g. The steel helical pier system shall be ICBO (ICC} ap roved. Instailin contractor shall furnish 7/8" to 1" P 9ഀ Fir-Larch #2. evidence to the Structural Engineer by means of the ICBO (ICC} evaluation report or "ER" t 1/8" to 1 1/4"ഀ b. Except as noted otherwise, minimum nailing shall be provided as specified in the Nailing number. Single Floor (combination subfloor- 3/4" and less Schedule an the drawings (2003 IBC Table 2304.9.1). h. Acceptable tolerance for alignment of top of pier shall be 1 inch out of the 8" wall plane underlayment to framing): 7/8" to t"ഀ c. Bolts used for wood framing connections shall be installed with standard washers and nuts. and 2 inches along the wall plane, at continuous footings or at concrete pier caps. Piers 1 t/8" to 1 t/4" fഀ d, Unless noted otherwise, steel aanneators such as those manufactured by the Simpson Company exceeding this amount shall be removed and redrilled. Do not force pier tops into alignment. 32. Panel siding (to framing) t/2" or lessഀ shall be used to join rafters, joists or beams to other beams at flush-framed conditions. Use 5/a" ail specified nails. Connector aonditions not otherwise noted shall utilize Type U or Type HUഀ hangers of a size specifically designed for the member supported, as shown in the GENERAL REQUIREMENTS: 33. Fiberboard sheothing:9 1/2" iഀ manufacturer's published tables. Contact structural engineer for details as required. ~ഀ e. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall be a. Structural erection and bracing: The structural drawings illustrate the completed structure with all 25/32" ~iഀ ripped to match the width of the wall or beam flange. Nailer plates supporting top flange elements in their final positions, properly supported and braced. The contractor, in the proper i hangers from one side only shall be installed flush with the face of wall ar beam flange at the sequence, shall provide shoring and bracing as may be required during construction to achieve the iഀ hangar loaatians. final completed structure. Contact structural engineer for consultation (not in contract} as 34. Interior paneling t/4"ഀ f. All lumber used in construction shall have a maximum moisture content of 19%, required. 3/8" r'ഀ g. Unless made of treated or naturally decay-resistant wood, all deck beams and joists (including b, Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, NOTES TO TABLE 2304.9.1ഀ glue-lams) wider than 1',~ shall be sealed and flashed at the tap surface per architect. foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. For Si: t inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131ഀ STRUCTURAL STEEL: c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do no# o. commas or box nails are permitted to be used except where ofഀ scale drgWingS. b. Nails spaced of 6 inches on center of edges, 12 inches at interഀ a. Structural steel shat( be detailed, fabricated and erected in accordance with the most current d. Construction practices: General contractor is responsible for means, methods, techniques, spans are 48 inches ar more. For nailing of wood structural pa editions of RISC Specifications and Code of Standard Practice, sequences and procedures far construction of this project. Notify structural engineer of omissions refer to section 2305. Nails for wau sheathing are permitted tcഀ or conflicts between the warkin drawin s and existin conditions. Coordinate re uirements for c. Common or deformed shank. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles 9 9 9 q d. Commonഀ shall be ASTM A36. Round ar rectangular HSS shapes shall be ASTM A50O grade B. mechanical/electrical/plumbing penetrations through structural elements with structural engineer. e, Deformed shank.ഀ a. All bolts used in steel framing shall aonform to ASTM Specification A325. Anchor bolts and bolts Jobsite safety is the sole responsibility of the contractor. All methods used for construction shah f. Corrosion-resistant siding or casing soil.ഀ used.in timber aannectians may be ASTM A307, Balt sizes shall be 3/4" diameter unless noted be in accordance with the latest editions of the IBC/IRC, g. Fasteners spaced 3 inches on center at exterior edges and 6 in n4hcr,uioc a ftetnilc Writ cnerifirnlly shown nn the rlrnwinnc chnll ha rnnc+rnr+arl .n n mnnnar cimiinr +n +ha h. Corrosion resistant roofing nails with 7/16 inch diameter head cഀ d. Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum details that are shown for like conditions. These items shall be brought to the attention of the i. Corrroson-resista t stoPles3withnnomnalt7//16-inch crown and 1 ,rh rrnwn and 1 1 /A Inch lona+h fnr i _tnrh oh nn+h~nn nnrl 1 1 /4 ;-,k tutl %A T!)IU ' Iഀ number of bolts called for in Table II-A of the AISC Manual (ASD Ninth Edition). structural engineer as soon as possible for approval. Approval shall be obtained prior to length for 25/32-inch sheathing. Panel supports at 16 inches Iഀ installation e. Expansion n bolts shall be wedge type "HiItP" or "Rawl" or "Simpson", or approved equivalent with . the panel, unless otherwise marked).ഀ the following minimum embedments: f. It is the responsibility of the contractor to contact the structural engineer at the appropriate time j. Casing or finish nails spaced 6 inches on panel edges, 12 inches to perform site observation visits. Observation visits to the jobsite by the engineer are for k. Panel supports as 24 inches. Casing or finish nails spaced 6 inഀ 1/2 diameter - - - - 2 1/2 determination of general conformance with the construction documents and shall not be construed 1. For roof sheathing applications, 8d nails are the minimum require m. Staples shall have a minimum crown width of 7/16 inch. y fir >.trഀ 5/8" diameter - - - - 3" as inspection. n, for roof sheathing applications, fasteners spaced at 4 inches onഀ 3/4" diameter - - - - 4" g. Though every effort is made to provide a complete and clear set of construction documents, o. Fasteners spaced 4 inches on center at edges, 8 inches at inter discrepancies or omissions may occur. Release of these drawings anticipates cooperation and inches on center at edges, 6 inches at intermediate supports fo.ഀ continued communication between the contractor, architect and engineer to provide the best p. Fasteners spaced 4 inches on center at edges, 8 inches at inter {ഀ possible structure. These drawings have been prepared for the use of a qualified contractor q. Items noted as "per KRW have been changed from the IBC sch~ഀ experienced in the construction techniques and systems depicted.ഀ rഀ 6" CONCRETE SLAB ON 4" CLEANഀ GRAVEL BASE ON UNDISTURBEDഀ GRADE OR COMPACTED STRUCTURAL FILL PER SOILS ENGINEER. S3 gar ~~a.~`ഀ REINFORCE SLAB WITH #5 REBAR ~~'I C 8x1L5ഀ (CENTERED IN SLAB) ~ 12" EACH r r r r r r ~ "ഀ WAY THROUGHOUT, PROVIDE 1 1/2" ®TYP. ~ ~a ~,F,ഀ DEEP SAWN OR TOOLED CONTROL ~ ~ ~ ~ SAW CUT OPENING IN a,.~• ~ Q ~ ~ ~ EXSTG. FDTN. WALL , ~ ~ ~ഀ JOINTS AT 15'-0" MAXIMUM SPACING ~ ~ ~ ~ ~ FOR (N) WINDOWഀ EACH WAY, zഀ DWL. (N} CONC. WALLS TOഀ - ~ ~ - - I (E) w/ 5 DWLS, x 24" ~ S~ഀ _ ®i ~ EPOXIED INTO 3/4"~x4" - _ ~ I 104 -8 II ~ഀ , I ( * HOLES ~ 12" O.C, AND (2} i T.O. SLAB ~ DWLS. IN FTC., TYP.ഀ I ~L----- - _~s~e~ഀ IIഀ -I_-1_ J_ Iഀ i DWL. SLAB TO CONC. WALL W/ഀ ~ ~r 8 *T.O,W. = 103'-8 5 DWL's x 1'-0 EPOXIED INTO ~ I _ i 11 i ' I c~ ~ ~ Q Oഀ ~ i o S3 ~ T.O,F. - 99 -4 3/4"~x4" HOLES ©16" O, C., fl 4 ~ 4 p TYP.ഀ ~ ~ ~a ~ { ~ ( ( f i ! z ~ dpzr~rl?ഀ *T.O,W. = 106 -6 ~ I ~r # ~1 ~ { ~ I r i ~ i i ~ ~w~~~ ~ ~ ~ ~ ~ 1 ~ ~ z ~ ~Xഀ T.O.F, = 99'-4 *T.O.W. = 106'-6 1 r Iഀ ~ ~ CQ ~ ~ ~i ~ 7 ~ I d ~~J~,~ഀ ~ h~ ~ S3 ~ഀ ( ,l I r~ s1 ~ f U I I ~ ~ഀ I I I I p~ ~ഀ J - - - - - - - - - -L - -ഀ 0 0 ~ o o = o I I I I T. O. W, 104 6 i E (E) DT's { ~RlFY iZE AN SPACING) ~ I i I ( I ~ ~ x ~ ~ ~ഀ S3 ~ ~ f ( I i i ~ ( I ~ ~drnrnഀ 14'-2 1 J8" 3'-3" 7'-6" 3'-3" E0, E0.ഀ ~ I ~ 4 I I ~ I I I ci='°Qഀ 23'-8"ഀ 14'-0" VERIFY W/ ARCH. ---L~__l~_~~____Il__1___~I____.1 _1__11.___1 ~_li__I-_~.I____J~_1__{l_~ഀ NORTH ~ ~ഀ SCALE: 1 4" = 1 STONE VENEER ANGLE SUPPORT NORTH ~ ~ഀ ~t PLAN NOTES HEIGHT OF ANGLE EXPANSION ~ഀ VENEER SIZE ANCHORS ~ ~ C FR A M I ~I ~ P LA I~ SCALE: 1 /4" = 1 °--Q"ഀ 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: PLAN NOTES FOR NEഀ T.O.W.=TOP OF CONCRETE WALL T.O,F.=TOP OF CONCRETE FOOTING UP TO 8' 4x4x1/4 5/8"~ x 4" C~ 24" `tഀ THESE ELEVATIONS RELATE TO 100'-0 A5 A REFERENCE ELEVATION AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. ~ ~ T.O.W. ELEVATIONS 8 TO 14 4x4x1/4 5/8 ~ x 4 C~ 16 1, ALL BEAMS SHALL BE FIഀ „ TO BE VERIFlED BY ARCH. 14' TO 20' 4x4x5/16 3/4"~ x 4" 24" 4 2, " "INDICATES CONNEiഀ 2. CONCRETE FOUNDATION WALLS ARE 8 THICK AND CONTINUOUS FOOTINGS ARE 10 Qഀ THICK x 16" UNLESS NOTED OTHERWISE. 20' TO 26' 4x4x5 16 3 4"~ x 4" ~ 16° ~ / / _ N 3. (E) REFERS TO EXISTINGഀ 3. STEPS IN TOP OF CONCRETE WALL INDICATED: NOTE: THIS SCHEDULE CS FOR NON-BATTEREDഀ 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION STONE VENEER WITH A MAXIMUM THICKNESS OF 6".ഀ WALLS UNLESS NOTED OTHERWISE. CONTACT ENGINEER FOR OTHER CONDITIONS.ഀ 5. ALL HELICAL PIER DESIGN LOADS SHOWN ARE UNFACTORED TOTAL VERTICAL LOADS. ULTIMATE LOAD FACTOR SHALL BE 2x LOADS SHOWN. 1k = 1000 Ibs.ഀ 6. HELICAL PIER LOCATIONS INDICATED THUS: Qഀ 7. DO NOT SCALE DRAWINGS.ഀ 8. (E) REFERS TO EXISTING CONSTRUCTION - - - - (N} REFERS TO NEW ( ~ - - _ _ IIഀ IIഀ iഀ iഀ II I I i I l IIഀ HELICAL PIER DESIGN SCHEDULE I I DWL. (N) CONC. WALLS TO I Iഀ I I (E) w/ ~5 DWLS. x 24" I UNFACTORED DESIGN LOAD: 0 TO 25 Kഀ I ; EPOXIED INTO 3/4"~x4" 11 (I S DARE SHAFT SIZE 1 1 2"ഀ „ R / I I HOLES ~ 12 O.C, AND (2}ഀ DWLS. IN FTC. TYP. S3 TUBE STEEL SLEEVE 2"x2"x3 16" C a / I Iഀ ( I I I CAP I£ 1 /2"x2"x0'-4"ഀ I - - - - - - ~ - ~ - - - ~ - w w I I RABBIT EAR STEEL GRADE 40 2 - 5's W 1'-0 _Jഀ ( ) # / ~ ~I I WELDED TO TS SLEEVE MIN. DEVELOPMENT ~ _ഀ ~ ~ ~ ~ ~ ~ I Iഀ ~ ~I ~ Iഀ w z ~ m ml Eഀ * ALL T.Q.W. ELEVATIONS o • I _ _ _ _ ~ S_ _ _ TO 8E VERIFlED BY ARCH. N Nഀ ~ N xl! ~I iഀ U I 5 ~ CONT. 3x10 LEDGER FASTENഀ W/ (2}-TLOK06 TIMBERLOKഀ S3 I SCREWS C~ 16 O.C,ഀ ~ ~ I ~~0ഀ 0 Gഀ < o I , ~ {ഀ ~ I i ~ fഀ } T.0 W. 02 3 Iഀ T.O.F. = 95'-5 I I I i I ~ഀ ~ CONTACT ENGINEER Iഀ ~ I FOR STRINGER Iഀ II.________ i CONNECTION _ _ _ _ _ _ iഀ I Iഀ IIഀ 11ഀ s IIഀ I I caw 4" I ~ഀ I I f^ഀ NORTH II {I i ~ഀ II I Iഀ SCALE. 1 4= 1 -0 I I llഀ I PLAN NOTES ~ I Iഀ 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: I I T,O.W.=TOP OF CONCRETE WALL T,O.F,=TOP OF CONCRETE FOOTING I Iഀ THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATIONഀ AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. I Iഀ li 2. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 10" I Iഀ THICK x 1 C~" IJNI F'ti.', Nl7TF(1 (1THFRWI~F . , ~ T, , a-ഀ IN UN I 1--i 2. ALL COLUMNS ARE LABELED AT THE TOP,ഀ 3. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATIONഀ SCALE: 1/4" = V-0)) L N s N TE o wl E. STAIR FRAMING PLAN 3, " 0 " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE,ഀ 4. ALL HELICAL PIER DESIGN LOADS SHOWN ARE UNFACTORED TOTAL VERTICAL LOADS. 4. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED).ഀ ULTIMATE LOAD FACTOR SHALL BE 2x LOADS SHOWN. 1k = 1000 lbs. PLAN NOTES FOR NEW FRAMING: 5. ALL ROOF RAFTERS ARE: R.S. 4x10's @ 15", TYPICAL, UNLESS NOTED OTHERWISE. S2ഀ 5. HELICAL PIER LOCATIONS INDICATED THUS: Q 1. REFERS TO EXISTING CONSTRUCTION - - - - - TO NEW REFERS ( 6. (E) REFERS TO EXISTING CONSTRUCTION - - - (N) REFERS TO NEW (ഀ 6. DO NOT SCALE DRAWINGS. 7. ALL STUDS ARE 1 5/8x5 1/2x20 go. C-STUDS C 16" O.C.ഀ 7. (E) REFERS TO EXISTING CONSTRUCTION ( - - - - - (N) REFERS TO NEW (ഀ JOB #0605-31ഀ .ഀ 4x BLKG. BTWN. ~ ~ 12 2x T &G DECKING PER ARCH. rഀ RAFTERS t~ BRG. 4 r ~ഀ a 11\~ ,J~r' p9dM t~,/ഀ 1' ~ n~6<~+~~°~~~,ഀ rഀ BEAM PER PLANഀ I fഀ I I CONT. STL. TRACKഀ I w/ (2)-10x3ഀ I I SCREWS C~ 12 O.C, RIDGE BEAM PER PLAN RAFTERS PERഀ TO CONT, BEAM I I I (PACK WEB SOLID FOR PLANഀ STEEL FRAMING ( HANGER ATTACHMENT w/ ~ ~ഀ PER PLAN RAFTERS PER PLAN I ~ I I ~ E (2)-3/4"~ THRU-BOLTS) ~ ~ Q ~ഀ » I I ~ ~ oഀ I I 5 8 GYPSUM WALLBOARD 2x T &G DECKING PER ARCH. ~ ~ ~ ~ ° SST PFR PI AN ~ ~ TYP. ~ TYP. ~ ~ _ t~- r~ O ~ ~ഀ I I STONE VENEER I'"" POST PER PLA I I » , „ PER ARCH. ~ഀ 9 SCALE: 3/4 = 1 -Oഀ I - #6 DWL. x 1'-( S3 INTO 3 4"~ HCഀ I / I EPOXIED INTOഀ I ~ HOLEഀ .z i - , STONE CAP PER ARCH. ~ _ (2) #5ഀ ~ I DWLS. WI Lഀ ( 1 AND TS 106'-6 r, ~ rr~~i~~` %r\~ ~ ~ഀ ~"i rl ~ ~ T.O.W. `~-~~~~~~~4 ~ ~~i~i~ii✓i~ ° rri ~i r, ti~~~ ~ ~ ?ഀ ~ ~~~yr~~~(ഀ i a I `~~A~~j~ ~/r~~i o ~ Iഀ STONE VENEER °4" 4" CONT. L PER SCHEDULE ~ 1'-6 CONC. PIER L4x4x1/4 Wഀ 4~ PER ARCH. SEE SHEET S2 EXP. ANCH;ഀ ~ 6" CONC. SLAB PER PLAN (4}-#5 DWL DWL, SLAB TO CONC. WALL Iഀ W/ ~5 DWL's x 1'-0 ° 104 -8ഀ EPOXIED INTO 3 4"~x4" ~ a 4 T.O. SLAB TS SLEEVE 2x2x3/16 ( 3 TIES x / a #ഀ HOLES t~ 16" O.C., ° ~ TOP & Eഀ TYP. ° Q ° A aG~,: ~ , ,o~ഀ ~oa° HELICAL PIER BY OTHERS P CA ~ 3/F °n~,~,>> , SEE PLAN FOR REQUIREDഀ , t " ~ ~r ~ LOAD CAPACITY ~5 s VERT C~ 16 O.C. o: ~~y •~y~~,, )ഀ r r BOLT PER I 4ഀ ` ° ~ ~ 1}- 4 CONT. HORIZ. 6 SCALI ( #ഀ nawa ~ ~ 53 :yq''~~:ഀ ' ~ 1/2" EXP. MAT'L, TYP. ifs`%">ഀ CONT, L PER SCHEDULE ~~i~O~ #5 s CONT. HORIZ. Q 16 O.C. SEE SHEET S2ഀ dഀ ~5 DWLS x t0 102'-3ഀ C~ 48" O.C..I T.O,W. ~ ° 4 ~ STOI 6„ഀ ° %~~iഀ TONE VENEER a '~r'y~~r'\~~~°ഀ 2 - 5's CONT. HORIZ. PER ARCH. y,~~ 'ഀ X TOP & BOT. aഀ 99 -4 g ~ T.O.F, off. a #5's VERT C~ 16" O.C.ഀ ~ ~ ~ b ~ഀ SEE 5JS3 FOR 4.4ഀ PERIMETER DRAIN PER HELICAL PIER INFO. tഀ SOILS ENGINEER » CONT. L PER SCHEDULE ° 4 $ 4ഀ SEE SHEET S2 ~ ° eഀ » ~ a 5s 1 4 _ #ഀ Qഀ n - ~ » b~ 7 SCALE: 3 f 4 1- 0 g pc~,q;;; ~ ° ~~~,~~,r~~~~~~y _ aഀ S3ഀ r r ,\o\~ഀ a r z _ഀ ~ ~ f ~ Q rഀ r N 4 ~5ഀ ~ I AND j M SEE 8/S3 FOR FTC. aഀ a o / ~ » DOWEL INFO. ~3 s ~ 12 EA. WAYഀ (2}- i TOPഀ CONTACT ENGR, 2'-0" iഀ FOR STAIR TREAD 104'-8 95'-5 CAPഀ 4 a a OPTION • ~ T,O. SLAB T.O.F. o., SEE ARCH. FOR STAIR a aC ~r °ഀ .-0 a ° o ' RISE AND RUN TYP. ° ~ a ~ - , i~ ~I~ , ~ ~ o fഀ 1~ d ° 1+ vഀ • ~r~%{%~' _ BOLLഀ 3 CONT. IN EA. + \ 103 8 PERIMETER DRAIN PER ~ ~ry~ ' T.O.W.ഀ NOSING , a SOILS ENGINEER TS S Vii.ഀ ~ SEE STEEL STRINGER ~ ~ aഀ L2x2x1/4x0'-8 PER PLAN + 1-EA. SIDE OF EA. TREAD 5 DWLS x FULL HT. C~ 24" O.C.ഀ ( ) ° # w/ (2)-1/2"~ THRU-BOLTS ° d iഀ n~~ o ~ HELIC 11 ;:`;°c° ~ ~ ~ (1)-#5 CONT. HORIZ, ~ MID. HT. SCALE: 3 f 4 = 1 -0 g,,-0~ ,~~.y (SEEഀ 2 -0 ~y~~ ~fi~~'~~' LOADഀ S3 ~ p 4 8 4ഀ ,,0 »ഀ ~5 DWL's x ~ c~ o 1 #5 GR 40 BARS x 2 2 WELDED TO CAP Rഀ C~ 12" AND TS SLEEVE, TYP. (SEE SCHEDULE}ഀ (ALT. DIRECTIONS) 5 SCALEഀ ° ~ S3 2x T&G DECKING PERഀ ARCH. (2)-~5's CONT. HORIZ.ഀ a° CAP ~ PER SCHEDULE TOP & BOT.ഀ 2x BLKG. BTWN,ഀ RAFTERS 99 -4 ~ T.O.F.ഀ 3 2xT2 b° 1" RETURNS „ഀ 3/16 S3 PER A aഀ 114x5 1 x I E ~ RAFTE /2 0 6 S D Rഀ RAFTERS PER PLAN ~ PLAN BOLT PER MANUF.ഀ h iഀ l 13ഀ HELICAL PIER BY OTHERS TS SLEEVE PER SCHEDULE G TYPE. ~ a ~ TIMBER BEAM PER PLAN (SEE PLAN FOR REQUIRED SEE S2ഀ ~ - LOAD CAPACITY ~ ) Iഀ (2)-3/4"0 LAGS BENT STEEL PER PLAN' L_ RIDGE RIDGE BEAM PER PLAN HELICAL PIER BY OTHERSഀ 4" ' I (PACK (SEE PLAN FOR REQUIRED (PACK STL. WEB SOLID LOAD CAPACITY)ഀ POST PER PLAN FOR H FOR HANGER ATTACHMENT) 4+ B» 41 1ഀ 1 -4'ഀ 3/16" 1'-4" G,1ഀ 10 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 4 SCALE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-O°ഀ tഀ S3 S3 S3ഀ i 1ഀ Pipingഀ ~~I~ICc~~l~l•`15: c~~ n l ~1 C~l~~rഀ ~ t ~ 'K' co er For a I I buried 1 roes assn Neatin Ulster 1 En PE in ma b yp pp gഀ General fittin ~ and lls~~~l~ solder. I"or non-buried i in , ty e M copper, wrou ht co er p g p ~ ~ഀ pp ~ no lead Balder. All buried i e sha11 be surrounded with GYM. I~~SCRIf~1'IDC`J GAPACI'C1' ~~.~C"CRiC MANUF. t MDD~L i~MARK3 ~ ~ ~ ~ഀ wrou ht co er fittin s, and p p ~ pp ~ ate? notif the en sneer of an discre ancies. ~E alt mate rise for PAX Lubin ?with ox en diffusion barrier). ,ഀ 1. Immedi ~ g ~ p of clean sand. Provide e p g ygഀ PAS~BOA~RG~ sm~ ~t~ ~R L~. NAYi~UN ~LC*MC*Nt DNLY ~ ~ ~ ~~-1 i ~t=M ~Ui~2-~l~A~' 10~,~ cus~oM ~AlGLC33ll~ ~ ~ഀ . V rif dimensions in field rior to commencement of work , 2. Do not Bca le drawingB e ~ p ~l. Co er i e Va Ives and S ecia Ities~ pp ~ p ~ 1~¢~ p~Cx. A.tII.T. ~ , ~ഀ ~3~4~~~3UARD 8~ ~~uN F'ER L.F. - - +~,41'DC~N ' ~ ~ ~ഀ these drawin sands ecificatlons to establish a standard of 2~~ Ib. UI.O.C~. 3. It is the intent of g p Gate Valves: Bronze, Glass 12~, 1 CxPh'1 8~11r'R`NEA1' 10~~ 1"1fD t?~C~. A.W.fi. ~ ~ l~Uഀ r serves the ri ht to take exce Lions to a rove methods and Ib. ualit . ~'he en sneer e g p pp Ball Valves: Bronze, Mass 125, 2~0 q ~ g c~M ~ m:~ഀ materials not reflected herein. Check Valves: Bronze, Glass 12~, 2~~ Ib. UI.a.Cz. N~A`>' ~G©~'~R~' it~Nh'1~iR z ~ C*LEGTRIC N~A`tER ~ z ~-11~~-1 121/1, i.~ ~ ~V~ ~c~L4 1,5 aRR v~rc~ ~ui~c+~ ~ ~ഀ i w .for Z~~ll= service ti ht shut-off, lliinois Ba lanc,n Valves: 125 ps g .p g g VENT 11.>4T4R ~ ~ ~ഀ rd r or release order for materials andlor a ui ment will not be e Hoffman aarco ore uivalent. ~a ~ lure too e , r q dual- ur ose ba lanc~n /shut-off va Iv , q p p i ~ 5N0lJJMELI' ~ ~~rt 115JI ~RUNUI=CAS u~ t~ഀ r anon to substitute alternate materials, a ui ment, or installation a cce Led a B a e q p p ~-1 PUMA' z~ 1/i2 NP UP 26-641= ~ ~ ~ ~ഀ methods. rt i e with rod and clevis or clam s, No i e tape allowed. 32 5u o p p p ~ ~r~M R>wcoMM~~a~r~ 5PIR4TN~RM 3NDUJM~L~' sYST~M 6~ oഀ pp p p alb ~~~',4R,ATt?i~ A5-1 ~~4a~ JUNIQR ~ ~ Xഀ rformed in a workmanlike manner to the satisfaction of the architect ~ ~ n at all i e enetrations of fire-rated Ulork Shall be pe 33, ~"he i in material shall be cast iro p p pഀ pp the engineer. assemblies above the crawlspace. GALB AccEt~'Arlc~ UJ~Sa~LS ~au~~LT 5Y3'I'1"M ~ ~ ~ t~ഀ ~~"-1 ~XPaN51~N GALS ~o~AL TT>4 ~ A RA1`17 ~ ~ ~ ~ ~'~4NK ~ ~ഀ l and a ui ment shall conform to the latest a livable editions of in with 3f4" hose end valves to ermitഀ lw.abor, materia s, 34, rade and valve all heatin water ~ p ~ ~ C~ ~ p p ~ ~X~!>QUST' ~~4N - ~a c~M ~ asp I1a11, ~.18>4 ~ANT~GN , u,ഀ rrd tional CodeB and ordinances, If conflict between those e ui ment rooms as necessar with local, Mate of Colorado, a Na drains e of the B stem. Vent all hi h Dints in q p y ~ ~ ~ p fi-I OOvT R 19W ~R 1~P~ ~ pRY~R ~ഀ u ltcations exists the most stria eat re uirement shall apply. i ed to convenient drain. Ali hi h Dints in s stem outside of b g q automatic air vents g p y p ppഀ eat rooms with manual air ventB as re aired to relieve air 1n the system. euim q qഀ e ord drawin s to architect. Drawln s shall include ail addendum items, ~f. Provide r c g g S~~Iഀ Iterations re-routin s etc. Il atin water i in aBSin throu h woad oasts than. e orders, a . rovide lactic rommets on a he g p g g .1 g ~ 35 g ~ p ~ p ! I 1 ~~II ~ഀ and studs.ഀ e in eat of the mechan ice l s stem's but do not show ail detail s S. ~'he drawin s show th t y gഀ nsibilit of the contractors to install com lets 4 operable re aired. It is the res o p l cos aolutiansഀ q ~ ~ ~ tr standards. y conform to the manufacturers installations instructions Indus y B stems, which al'M. CAPAGI'TY Sips f fC-#U~') ~IU~ ~ fCDLi~) M,4~IUFAC"tURRt~R ~ q fMBI~) >=LUIC~ ~UJt L~ C"LDW P.a, fiLUIC7 ;~r.U~" L~" fiLDtll F'.i~. MDp~L NUM~~Rഀ y l=ill snowmelt s stem u~ith SQ~r~ ro lens I col 1 ~r~`~~ water solution. f "fi) f fC:PM) f~'C) f'1~) l'F) fGPM) f~1')ഀ ~ y p ~ ~ I1 be tested for ro er o eration. If testa show work is defective, 9. stems sha p p pഀ y NX-1 ~g 18f~ 16~ 4 ~ 12~ 3 3 ~UtTഀ contractor shall make corrections necessary at no cost to owner. uctwork D f~NJI.UM~f-TI F'.C,~. P.C~, ~7fi~1-1~1 ~ഀ pഀ ' d manufacturers' res onsibilit to assure themselves that the 'de tsheet metal) duct dimensions Ira, It is the contractors an p y ~"i. Duct sizes shown on drawin s are outB~ gഀ ode authorities will a rove an roduct to be installed on the pro,~ect. ~ pp y p ~ഀ 3 , rovide Il4" aivanized mesh screen on all combustion air ducts or openings. ~P gഀ cessar trenchin backfill, excavation, su orts, i ing, insulation, saw 11. Provide ne g, pp p y , ~ഀ in concrete/ avin etc. as re aired, Backfil! trenches in ~ layers barrier enetrations at all exterior walls. cuttin and etch g, p g, ~ g 3g, ~eaC all ductwork points and vapor p ~ pഀ and to 9~~o com action and arch to match existing grade. p ~ഀ ckdraft dam ere at alI ductwork enetrations throu h exterior wall 4~. Provide ba p g p gYM. U8~ ~.DGA'tIDN PINIaN ADD. MANUI". ~ MD1~~L f~MAt~ICS ~ ~ Qഀ 12, See architectural reflected ceilin .Ian For all ceiling penetrations, ids air and combustion air ductwork?. g p lexce touts p ~l ~ഀ C7RAINABL~ 13LA1~~8 ~ ~ഀ ur I structural electrical, landsca in ,fire rotection, and .round sunless noted otherwise?. l3. Coordinate architect a , p g p 4l. All dr er vents shall be 4 alvanized ~ ~d~Ra. . _ 1RUaKIN ~~~P ~ ~ ~.DUVEIR EXT~R'.! R' lU/ AIRG#~. ~1-1=3"15pX ~ ~ഀ y g i r deli n drawin s with mechanical drawin s .rior to installation. inter o g g g pഀ and fittin s to be ursuant to ~MAGI'~lA and A~NRAE standards. GOQRD. ~'I~"U~ P~I,IBL~ I~~LEC'CIOt"I BLApE°~ഀ ~2.5heet meta g p r etc. as necessar to accommodate structure, beams, columns, 14, Offset 1 ~n , ductwo k, y SUf~P~.~r' ~UGrt ~fI AiRC~. 4.~3.D. 2"12 R~ഀ pp ~ rഀ and existing equipment. Controlsഀ 1`~I RETURN pUG~' ,4RC~4. 23 Rl. ~ ~ഀ t ons of existin and new under round utilities, i ing, and raceway s above finished floor, i~. Verif exact loca i g p p Mo nt all thermostats and humidistat y g u M~ z ~ ~ ~ഀ o tr nchin .Contractor shall obtain and verif exact utility company s stems rior t e g y pഀ rawin sand re uirements. sha l have a Lem erature ran a suitable for the a lication and have d q 4~. All thermostats l p g pp gഀ t ble set Dints. ~"he thermostats shall be able to display temperature setpoint ad~us a p ~ ~ഀ r full verif electrical service volts e and hale available. I1 be a roved b the owner. 1~, Contractor must ca e g p room tern. erasure, All thermostats sha y y y and pp p NC~~~~~~ ~~Aഀ ~ ~ഀ 12emode{ ~ Demolition ,d., ~aee ~e uence of G erasion for additional control information. ~ p MASK ~~~CPIPTION ~F~~CTIU~ ~TUIN ~TL1111 CPM TIJ~~ TQTAi. # Q~ L~~P P,D, t~EAD~R ~,OMM~NT~ഀ i the bid costs re aired lrt. Visit site rior to bid and verif the conditions. Include n q p y ~nowmelt AI~~A (5F} PAR 5F C~NT~R~ L~N6TN COOPS ~~NGT1~15 (FT} 5i~~ ~ ~ഀ to make work meet existin conditions, whether indicated or not. SA- I P~TIIWAY 260 t 50 39000 3,0 ~ 5~7 2 183 7. I 31~" ~ ~ഀ g ail be installed in continuous loo s, nos .laces allowed. ~'he maximum loopഀ Pi ,n Bh p p pg emolition re aired. refer to architectural demolition drawings schedule on the lens. T~ 260 39000 3.0 3~7 ~ ~ TO l.5ഀ 18. Provide mechanical d q lea the are s ecified ~n the snowmen area p ~ p extent of demolition re aired. Visit site rior to bid to determineഀ For location and q pഀ . rovide labor and materials as re aired to maintain andlor s rovided b the tubin manufacturer. T'he extent of work involved P q ~`i. ~'he contractor shall install manifolds a p y g ~Q ~xis~tir~ ~ഀ re continuit of service to existin s stems. re urn header f includin baiancin valve for each loo , recto g y manifolds shall consist of a t g g p y 1'f~ ~raD~vM~>-~r ~~A~ഀ 'tin to receive tubes and air vents and su I header ~includin :manual com cession fit pp y g p ~ ~~c~►ANG~R ~ ~ഀ ch as deli n for remodel and/or rehabilitation re u~res that certain and com cession fittin to receive tubes), 19. In as mu q shut-off valve for each loo g ~ p pഀ be made re ardin existin conditions and because some of these assumptions g g g ~3~ acഀ r fi without destro in otherwise ode acts or serviceable assum Mons cannot be ve i ed y g q p wഀ sneer cannot assure the owner or the contractor that ort~ons of the buildin ,The eng p ~ I~~u+sd far ~ഀ ultin services herein encom ass all contin envies. Meld the rofessionai cons p g gഀ im erative. Contractors biddin this work must make coordination Burin construction is g ~ p >~In. pate Cvmm~nt ~ ~ഀ s for unseen conditions. n unable allows ce ~ as re 1 IIllS/tab GDNS'CRl.1C~'iDN ~ ~ഀ I verif locations of all existin i in , e ui meat, ductwork, etc. ~0ഀ ~~e d y g p p g q p 1. ~nowmeltin gഀ Quids an automatic snowmeltin control (1'ekmar or squall with asnow/ice a, Pr g Field verif existin. e ui meat or ductwork remaining to beഀ 21. Be responsible to y g q p sensor l"fekmar @93 ore uall. q fl~ഀ to new or existin. s Stems, Provide ductwork, i ing, controls, diffusers, r -1 Bnowmelt um sha II start. reconnected g y p n a call for snawmeltin from snow/ice senso , P p p b. upo gഀ etc. as re aired to restore continuit to s stem~sl. en to allow flow to the heat exchan er. j q y y Control valve shall o g p Q~ഀ ~ ~ഀ iffusers and a ui meat shown on this Ian are new, except where 22. All ductwork, d , q p p 2. Baseboard NeatEn g ~Qഀ noted. r heat from wall mounted thermostat, control valve shall open to allow a. Upon a ca 11 Foഀ flow to the heatin elements to maintain a temperature setting. g 1" ~ഀ rk i in e ui meat etc. is shown with dark iineweight. All existing 2, ,411 new ductwo , p p g, q p , LDCAT~ IN ~ഀ ductwork i in a ui meat, etc. ig shown with li ht lineweight. .n l p p g! q p g 3. Ski Mora e Ventilation and Neat g g M~CI~ RDDM ~X-1 ~ഀ a. rovide a "I da timer for control of ventilation from NRV-l. P yഀ d i in is to be die .deed of b contractor unless noted otherwise. to and once airflow is coven 24. All remove p p g, p ~ b. U on a ca ll for heat from wall mounted thermos t pഀ p ' ante rated heater shall start. n i t ~ J ~ഀ remodeled areas. g nd and modif existin. fire rotection s sterns to new and a call for heat from wall mounted thermostat. 25. ~xte y g p y c. NRV-l shall run based on °1 da timer or asഀ y ~j~,~ ~ ~ ~ M~4~~4N1~A~. ~i~~Ga, ~ u ~ro ~~1►r~ r~~~u ~~IL~R ~O1C~~R ~3f?II~~R ~PER~TI~NS, ~ zഀ Insulation Exhaust fan - Dr er Booster ENTRY 1r'~°~"tC~IILE Wഀ y ANI~ La»Y zDNE ~ ,45-1-1 a~~#~7U1.~~ ~ ~ ~ഀ a. ~-I exhaust fan shall run whenever dryer is running. in tailed under all snowmelt areas. the insulation shall be blanket ~Gl-1~MA~7fiG~ഀ Insulation shall be s 1ഀ t e with minimum ~-5. yp +~os~ siaഀ fTY~'.) ~ ~ഀ f r all t es of i in .shall be carried full size throu h pipe hangers. 2"1.lnsulation o g yp p p gഀ snowmelt i in shall be either AI Pre-insulated PEX piping, Urecon or 2~. All buried p p gഀ l ted with Armaflex ore uivalent and run inside a watertight e u~valent or BI Insu a q qഀ conduit. Bury minimum deep. Na ~c~a~~ ~ N~ ~cA~.~ c~ ~ഀ Drawn 59~ ii 0ഀ JWC JDR wഀ 2S. xternall wrap all unlined ductwork with 2" thick insulation with a continuous vaporഀ barrier.ഀ Wഀ fliഀ *Qഀ N« i+~ ~ഀ Nഀ 4ഀ ~ഀ N } ~ f ~ nrn ~ W iS+-ഀ w i i 1' - k ~P m eഀ ~lE N DE~,I~ TO Iഀ MATCH E.X~S~fiIIvG DECK ABQVE~ 1 aഀ 9 i M 6 ~ ..ALLഀ I NCW U`dl~!DQW'Sഀ ~ ~ SX8 iഀ T .~..a_~...___..__.____m___ഀ PROVIL)R NFW ~l~ATNFR PROOF ~ Ei_.Em(:TRICAI. OUf! ~fS Al EACi~' PARKINGഀ ~ SPACE: Ai BOTH LF~VE~S Of Gഀ PARKING GAf2AGE. RUN POWE iNഀ CONDUIT ANI~ PACE OUT~_~iS ~ഀ I - PRUVIUE I #~C7UR ~IR~ A f 18 AF. .ഀ Ra1'~D 54111' - ~ഀ NR IXN~UST I;~N.ഀ PR4YIP~>~ ACC~55 1"4ഀ ~,4N R~QUIRI=C7.ഀ -iഀ _ }ഀ ~ .,J _s.ഀ iഀ Iഀ i Iഀ ! i Iഀ Iഀ ~I'~ഀ SIR 4U~' ;1JA~.~. ANDഀ R4YI MINIMUM •19 _ P ~I~ Rഀ IN5U1..>41'14N.ഀ EXiS~1~1NGഀ El_EC~C. DIST. ~3t)XE S ~ j'~ p ~ iഀ ~B-I 1 Jഀ ' i~ഀ G7V' Iഀ rഀ 4 ~ i( ~ ~ I'ഀ ACQCSTiC TIU~ CLG. TQ REMAl;~,ഀ D 1ഀ IR~I~aCA1'~1~3ഀ r f I..J l! ~ഀ RI C4NN~41' 1-1~,41'INC~ 1~~1"I R ~C"3L~N~Ip Y'AL,V>w I-- PIPS l.JNI4N ~ഀ ~'IPINCz UJNEi~~ RA5~1=34,~iRp WADS Xഀ GAr~ vAL~ _ ppM~srlc caLp ~uAr~R IpGU) M 1"4 M.4 N1"A~ ~ a R~ 4YI=D 1 IN 1'N~ m r,ഀ -N--- c+~ cl~ YA ~ - aM 3rlc ~vr IuAr>~ cpNtU) 1=UNC1'14N 41" 1'NE EX151'INC~ 51'S1"~M. - ~ p ~ Rഀ BALL vAL~ - poM~3Tlc i~pr ~uAr~R tort r~MP) ~4 N41' C4NN1=G1" EXISTING PIPING 1ഀ T4 N~~U 13AS~B4>~Rp. ,4~~ N1~1 I --~-f~---- PLt~Cx QR BAIrANGING YALV~ _ _ _ ~ pQM. NUr lUA1'~R R~CIRC (i~NR)ഀ ~~45~~34AR1~ I5 ~ S~P,4R~4T~ ~QNE.ഀ CIRGUIr 3~TTER vAL1/~ (kUlrl~ GPM) PLE~MBING Y~Nr PIPS - ~ ~ഀ 1~RAIN vALv~ ...rഀ M~pIUM PR~~hlR~ GA8 ~1 P°~IG) {ഀ CSR SrRAIN~R WI BLC7lU.p;~ YALY~ a A rA S (E ~ഀ NI RY 1;t1~R P Pഀ - - arcx~ pRAIN PIPSഀ r#~MP cC~lTR4L itALY~ >'XaN~ VAL1l~) - bt~c~~ STC7RM t?RAIN ov~r~LC)tU PIPS GA,S _ _ _ _ ~ _ഀ SaURIti RERI~cING YA ~ PR>~ L1~ 3 GC7MPR~5°v~p AIR PIPS r, -.~.._____~_,.__.._.__._.._._..__.4.~ rഀ aA~r~r t~Lll~>a vALvi~ 1 '2 t~4U531.~ ~1>~L~ഀ ~ -~~ua~-- I~~r u~Ar~R ;~uPP>w~rrR>~ru~r 1 ~~.~1~ PEf~~. AIR Y~Nr ! ~ഀ CNILL~p tUAr~R 3lIPPLY1Ri~rURN ~ - IDഀ Pf~E9aUf~•r>MP1RArl1i~ rAP -~~e~-~-- Laos ~I~Lp 3uPPLY/R~rURN ~ ~ 518" 4»ഀ G4M~USTI4N I PUMP ~ഀ aMOwrt~Lr suPPLY~ru>zN AIR INTAI~Iw ~ I 1 ~ ~ MAINT~41N MINIMUM 4~.1=ARANC~ T4ഀ PUMP tUlr+~ INTEGRAL '~#-ll„Ch` VA~.Y~ ppM~gr1C IUAr~R MAIN PIPSഀ _ C4MBU5T I B~ I*51r4R IwNT f Rl~ I H IXONrAL GL ANC?l1r 1 PREBa. GAtaGI* lUl PIG TAIL ~ '~:QCK OR i _ 4_ഀ 1 N4RI~4NTA1~ RIIN.ഀ Chi r~Ef~"1caMErER vERrICAL cLEANC~Ir I QN T4P G'1~ "CNE VENT PIPI~ ,4ND 1"ഀ ~ a~ r r~lE c~rAr I"L~OR ~7RAIN ! I QN SIL1= AN 4TTQM. ~ ~ ~ ~Bഀ 1 ~ 1-klMipl~1'Ar ~Ql,IIPMNr ROC?M pRAINഀ I ROUTE ~IR~~'~.~G~ ~ ~~N SIRE-~MO~E I~AMPirR }ഀ ~r~ I YENT UP T4 R44~ !ഀ P PR~g~uR~ "aEN~?R sMOICEE PAMPER I j t>~NI1~E M>~~INTAIN t,ഀ ~lRE pAMP~R I CARSUN MC~1C?Xlp~ ~N$CJR MINIMUM CLE~RANCIഀ I ~ AQUASrAr Ex~AU~r SAN Ui~i RCS T4 C4M~3U5T1~~.1=5ഀ H KITH pact rHRU R~7Q~ C~1" I ~4R ENTIREഀ ~s ~LC~ ~ulrc+~ VERTIC~4J~ RUN.ഀ SEGrlt~i rNRlJ 5UPPL1' AIR pUGr ~ ~ ~ ~ B~-1ഀ ~I©~ I~la~ ~ tUALL I~mR,~wr sECrla~ r~IRU c7Ur~IpE AIR _ Eഀ -I----;- Vf ~.1 C ~S ~ INrA~ RErI~RN AIR oR ,ഀ ~xl~AUSr aucr C4NN1~4T T4 tഀ ~ atlPPL1' pI~FUSER - ARRc~r I XISTING G,45 1fIഀ ;,I INp(car~ cIRcTlc~t c~ >'1~c~u ~a p~""i RE'1~IF~1 AfR CaR EX~IAU~r 1ഀ AIR Glsr PIPING AS EXISTING 1'~.UE ~ RE >wRഀ 1z~;~ pf7t7R GRILL.ഀ rഀ ~ rUF~IING VANES 3NC71111•i ~ ~ SINGLE BLApE PAMPER 15.13.T?.) ' MOrC1RIXEp PAMPER fMA.t7,)ഀ IN 90 C~~GREE ELBOW C)PP48Ep BLApE pAMP~R fQ,~.p.) ~ഀ SNQIUME~.T SYSTIwMS [N D1=M4~.I'ഀ w _ 11AREA ARE TO 5E RECONNECTS i~ c~r-"r- r^_a ,r"~~i rr'-s r-~~r'~~l it i ~ i ~a ii coഀ SUPPLY REGISTER .,,-n WALL CAP WITH 15AC:K >RAFT DAMPER THE EX16TING 6Y6Tr= "i.ഀ size ERMM MOTOR OPERATED DAMPER (M.OJ?.)ഀ E3YPAS6 DAMPERഀ DUCT SIZES ARE OUTSIDE SHEET A I LEVEL ~ HAI ~ CA AI ~ C POINT Or- DISCONNECTIONഀ METAL. DIMENSIONS. FIRST NO. x IS SIZE OF SURFACE SHOWN. POINT OF NEW CONNECTION SCALE: Y4 - 1ഀ " SECOND NO. 16 DUCT DEPTHഀ C-ഀ "tom ~ഀ 1MM,~ i ~ഀ cn ~ഀ N 1ഀ i~ ~ ~ ~ഀ ~ ~ 'ഀ C,~ ~ഀ t~ ~ഀ LUMINAIRE SCHEDULE PANEL B 1f~0A Bu3 Mlഀ BOET-ON BRANCH B~AKEf tYpE LAMPS RESCRIt'TION VOLT MOUNTING MArUFA,GTUREt~ CAT. fANIBER REMARK6ഀ = = - - -ഀ A I 3'iW MRI6/fRR~L25 LtxU Ft~FILE, LOW VOLTAGE RolWLKsNi 12@ REC/GLNG HALO H36LVICAT / 3@@3ഀ NA1-o Circuit Serves Load YA ~ I 31W MRI611R+DFL25 LOW P}20FILE, LOW VOLTAGE DOV.NLiGFiT i2@ REC/CLNCs N36LVICAt / 3@@9ഀ G 2 32W TS A8° LEN9ER F1.UORESCENt UTILITY LUMINAIRE 12@ 9UU~f/CLNCs LITHONIA LTCs-SKI ROOM 5l@ഀ CA2 AR 32 i2fD GEBi@ഀ x - INCLURER COMPSO EXItIEGRES9 L4~'fINAIRE 12@ SURF/GLNCx LITNONIA LTCs-LOBBY LNaM sWl~ ~@n7T xഀ LTA-LOBBY ~ഀ R-LOBBr tle~ s,ഀ R-LOBBY 12Dഀ SPAREഀ SPAREഀ SPAREഀ SPACEഀ SPACEഀ REPLACE EXISTINrx FEEpER WITH FOUR CU tEAIN SPACE ANp ONE ~ 4 GU G1~IAJp IN EXISTINCs CONpUIT SPACEഀ EXISTMra PANEL 'A' tUiTN it 'ഀ NEU! 325A PA!~EL INTERIORഀ FOUR •3 CU THWJ AND txJE +'8 Gl{ C~OUNp IN i-I/2" EMt' ~j~l.ഀ EXISTMG INCOP11Ws 40IDA SERVICE e 1ഀ aഀ EXISTMCi 400A 3P FUSIBLE pISCONNECT FURyISH ANA INSTALL TF~EE FRN 215A FUSEBഀ _iഀ Vഀ y ~ I Q *ഀ { ~.1 l.s a ~ഀ ഀ I. REFER TD CONTRACT DOCUMENTS FOR ADDITiDNAE I~QUIR.~MI=NTS. 15. ALL DEYIC~S AND UTILIZATIC~I ~G2UIPMI:NT PROYID~D AND INSTALLI=D SY TH>r 29. TNT CONTRACTOR SHALL NOTI~' PRDPI:R Atഀ CONTRACTOR SHALE BE APPROVEp BY A TESTING AGENCY ACCEPTABLE TO THE INSPECTIONS REQUIREp BY APPLICABLE capElഀ 2. pRAWINGS AND SPEGIFIGATIONS FOR THE EEECTRIGAE WORK ARE 1NTI=HOED TD D~SGRIB~ AUTHORITY HAYING JURISDIGTIDN. ALL INSTALLATIONS SHALL COMPLY UJITN THE CONDIT10N5 SUf~(CI~NT TIME FOR WSP~CTIONS TO BE MADEഀ A COMPLETE ELECTRICAL 5Y5TEM. OMISSION OF 17EM5 OBVIOUSLY NEGE55ARY TO DF THE DEVICE EISTINGS. THE CONTRACTOR SHALL FURNISH THE OWNER WI ACCOMPLISH THE ABOVE INTENT SHALL NDT RELIEVE THE CONTRACTOR FROM FURNISHING CERTIFICATES OF AGGEPTANCE.ഀ AND INSTALLING SAME. 16. IN5TALLATION OF REGESSEp LIGHTING FIXTURES ANP OUTLETS SHALL NDT COMPROMISEഀ THE INTEGRITY OF FIRE RATED ASSEMBLIES. CONFIRM ACCEPTABLE INSTALLATION METHODS TESTING. AS-GUILTS # WARL2ANTYഀ 3.5Y5TEM5 SHALL BE COMPLETE OPERABLE AND READY FOR CONTINUOUS OPERATION WITH AUTHORITIES HAYING JURISDICTI~I. 30. UPON COMPLETION OF ALL WORK AND ADJUI 'u icrഀ PRIOR TD ACCEPTANCE BY THE OWNER ELECTRICAL INSTALLATIONS FDR PROPER OPEF 1'I. FIRE STOP AT ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES WITH EQUIVALENT TE5T5 OF ALL ELECTRICAL EQUIPMENT PROVDDI+ഀ 4. IT IS THE INTENT OF THESE DRAWINGS AND SPEGIFICATIDNS TD ESTABLISH A STANDARD OF RATED METHODS. GON5TRUGTION f5 DEFECTIVE, CONTRACTOR 5Hpഀ QUALITY. THE ENGINEER RESERVES THE RIGHT TO D15APPROVE METHODS AND MATERIALS COST TO OWNER AND PROVIDE ADDITIONAL TE;ഀ NOT REFLECTED HEREIN. 18. SWITCH DEVICES, RECEPTACLE OUTLET5, AND COYER PLATES AND MOUNTING HEIGHTSഀ SHALL CONFORM TO INTERIOR DESIGN ANp ARCHITECTURAL SPECIFICATIONS. 3L IN AGGEPTANCE OR REJECTION OF INSTALLEC 5. WORK SHALL BE PERFOR~1Ep IN A WORKMANEIKE MANNER TO THE 5AT{SFACTION OF THE BE MADE FDR LACK OF SKILE DN THE PART OFഀ OWNER, ARCHITECT, AND ENGINEER. 19. ALL ELECTRICAL UTIEIZATION EQUIPMENT PROVIDED BY CONTRACTOR, PROVIDED BYഀ OTHER pIYISIONS OR SUPPLIED BY OWNER SHALL BE SPECIFIED TO OPERATE DIRECTLY 32. PROVIDE RECORD DRAWING5 OF AS-BUILT Cഀ 6. WIRE AWG. ND 8 AND SMALLER FOR U5E IN INTERIOR DRY LOCATIONS SHALL BE TYPE FROM AVAILABLE SYSTEM VOLTAGES. INCLUDE COPIES OF ALL ADDENDUM ITEMS, CHI 1 1ഀ THHNITHWN THEi21'10PEASTIG 600V INSULATER COPPER CONDUCTORS. FEEDERS AND POWER ETC- CONFIR"1 WITH OTHER CONTRACT DOGUMEi' WIRING N0. ~ OR LARGER SHALL BE TYPE THWN 600Y INSULATED COPPER WIRE WHICH 15 20. UNLE55 OTHERWISE NOTED ON THESE DRAWINGS, pIV1510N OF RESPONSIBILITY 15 FORMAT. ALL INFORMATION SHALL BE PRESENTഀ INSTALLED IN RACEWAYS IN MOIST OR DAMP LOCATIONS SHALL BE TYPE XHHW, 600Y GENERALLY A5 FOLLOWS: LEGIBLE MANNERഀ INSULATED COPPER CONDUCTORS. NO WIRE SMALLER THAN NO. 12 AU1G SWALL BE USED FORഀ LIGHTING OR POWER WIRING. WIRE NO. S AND LARr~ER SHALL BE STRANDED. FURNISHED/PLAC~DiWIREDഀ -DISCONNECT SWITCHES, H.P. RATED SWITCHE5, SCOPE THERMAL OVERLOAD SWITCHES ~ FUSES,ഀ 7. THE ELECTRICAL SYSTEM REQUIRED FOR TWIS WORK IS TO INCLUDE, BUT 15 NDT MANUAL OPERATING SWITCHE5 DIY. 16116116.ഀ NECESSARIEY LIMITED TO: -MAGNETIC 5TARTERS, OVERLOAD RELAYS DIY.15/16/I6.ഀ A. COMPLETE BRANCH GRGUIT WIRING, OVERGURR~ENT PROTECTION, AND -MOTORS, THERMAL OVERLOADS, RESISTANCE HEATERS DIV. 15/15/16.ഀ DISCONNECTS AS NEGE55ARY, FOR ALL NEW AND RE-FED ELECTRICAL -LOW-VOLT THERM05TAT5, CONTROL XRMRS, 50LENDIp VALVES DIY. IS/la/IS. UTILIZATION EQUIPMENT AND OUTLETS, INCLUDING: LIGHTING, MOTORS, t _ - L~ഀ ~I ~ I~ RECEPTACLES, JUNCTION BOXES, ETC_ 21. GONTRACTDR SHALL PRDYIDEIINSTALL REQUIRED DEVICES FDR FEEDER ANDlOR BRANCHഀ B. LIGHTING FIXTURES (LUMINAIRE5), LAMPS, WAIL SWITCHES, RECEPTACLES ANp CIRCUIT DYERCURRENT PROTECTION IN CONFORMANCE WITH NAMEPLATE LIMITS FOR ALL Zഀ SIMIEAR ITEMS. FIXED UTILIZATION EQUIPMENT. 1. E.G. SHALL VERIFY AVAILABLE FAUI'ഀ SERVICE EQUIPMENT. PROVIDE NEW 8 INSTALLATIC~i 22. ELECTRICAL CONTRACTOR TD PROVIDE AND INSTATE A UL. APPROYEp FAN RATED BOX WITH PROPER FAUST CURRENT RATING;ഀ ALE SITE SPECIFIC CONDITIONS AND pIMEN510N5 TO BE CONTRACTOR CERTIFIEp PRIOR TO SUCH AS WUBBEEL MODEL 296 OR EQUIVALENT FOR ALL CEILING FAN LOCATIONS.ഀ CONSTRUCTION. CONTRACTOR A55UMPTION OF AEL RESPON5181IITY f5 HEREBY INFERRED 2. THESE PLANS DO NOT INCLUDE CERഀ AND ANY INTERPRETATION OF DRAWINGS IS TO BE CONFIRMED BY DESIGNER 23. ELECTRICAL CONTRACTOR SWALL BE RESPONSIBLE FOR ALL ELECTRICAL PROVI510N5 MUST BE FOUND IN THE WORK OF OTHEഀ TO EQUIPMENT ANDiOR APPEIANGES -THIS IS TO WGLUDE, BRANCH CIRCUIT WIRING, ALARM, GOMMUNICATION/DATA, TV, LIGഀ 9. PRIOR TO ANY WORK BEING PERFORMED UNDER THIS DIVI510N, EXAMINE ARGHITECTURAE, OVERGURRENT PROTECTION, p15CONNECTiNG MEAN5 ANp APPLIANCE CORDS tPIGTAILS) STRUCTURAL, AND MEGHANICAE, DRAWINGS ANp SPECIFICATIONS, IF ANY DISCREPANCIES WHERE APPLICABLE. 3. E.C. SHALT REUSE EXISTING BRANG~ഀ OCCUR BETWEEN THEM ANp THE ELECTRICAL DRAWINGS AND SPECIFICATIONS, REPORT SAME LIGHTING CIRCUITS WHERE F'RACTIGABഀ TO THE ARCHITECT IN WRITING AND OBTAIN WRITTEN INSTRUCTIONS FOR THE WORK. 24. fN SUSPENDEp GEIEINGS, SUPPORT CONDUIT AND JUNCTION BOXES DIRECT FROM THEഀ STRUCTURAL SLAB, DECK OR FRAMING PROVIDED FOR THAT PURPOSE. BRANCH CIRCUIT 4. PANEL SCHEDULE AMPERAGE TOTAഀ 10. DO NOT SCALE DRAWINGS. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC BUT SHALE BE CONDUITS SHALL NDT BE CLIPPED TO THE GEIEING SUPPORT WIRES OR SPLINE. AGTUAE DEMAND. NEC DEMAND FACT FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION OF THE BUILDING WILL PERMIT. ALE LOADS ARE NDT ACCOUNTED FOR IN fiഀ CHANGES FROM DRAWINGS NEGE55ARY TO MAKE THE ELECTRICAL WORK CONFORM TO THE ~QL7E5 4 AHJ'Sഀ BUILDING AS GONSTR~ICTED SWALL BE MADE WITHOUT COST TO THE OWNER 25. ALL WORK MUST BE IN COMPLETE ACCORDANCE WITH AEE APPLICABLE CODES, 5. PANEL SCHEDULES ARE SHOWN FORഀ REGUEATIONS, AND REQUIREMENTS OF AIL AUTHORITIES HAVING JURI5DICTION OVER THIS MOST PRACTICAL CIRCUITING ANp FUFഀ 11. COORDINATE TWE LOCATION ANp SPACE REQUIRED FOR ALL SWITGW AND OUTLET BOXE5 WORK DIRECTORIES AND "A5 BUILT" DRAWIN WITH FRAMING MEMBERS AND TRIM FINISH TO INSURE ADEQUATE SPACE FOR ALL pESIGN Lഀ ELEMENTS, 26. AUTHORITIES HAVING JURISDIGTIDN MIGWT DECEARE REQUIREMENTS IN ADDITION TO 6. LIGHTING LOADS SHALE BE VERIFiEഀ IDENTIFIED CODE REQUIREMENTS, OR MAY ENFORCE ARCANE CODE INTERPRETATIONS WHICH pRAWINGS PRIOR TO ROUGH IN.ഀ 12. AEI ELECTRICAE WIRING SHALL BE INSTALLED CONGEALED IN FINISHED BUILDING AREAS. MAY WCREASE THE SCOPE OF WORK SIGNIFICANTLY. IN ADDITION TO TWE REGrilIREMENTS OFഀ EQUIPMENT IN FINISHED AREAS SHALL BE INSTALLED FLUSH TO WAEL FINISW. EQUIPMENT AND THE NATIONAL ELECTRICAE CODE, THE CONTRACTOR SHALE BE RESPONSIBLE FOR `i. LIGHT EINEWEIGHT pENOTES EXISTING CONDUIT INSTALLED IN UNFINISHED AREAS MAY BE EXPOSED BUT SHALT BE PAINTEp TO IDENTIFICATION OF AND COMPLIANCE WITH THE GUIDEIINE5 OF THE ELECTRICAL UT(EITY, ANDഀ MATCH SURRDUNDINCs COLOR. WITHIN ELECTRICAL AND MECHANICAL ROOMS, EXP05ED THE REQUIREMENTS OF ANY OTHER BUILDING, FIRE, ANp TRADE CODES THAT MAY BEAR ONഀ POWER AND CLASS I CIRCUITS SHALL BE INSTALLED IN METAL CONDUIT MINIMUM FOR THE COMPLETE ELECTRICAL INSTALLATION. ALLOWANCE FOR ASSOCIATED MATERIAL AND FL wഀ PROTECTION. LABOR SHALL BE INCLUDED WITHIN THE BID. 2'X4' - FLUORESCENT FIXTURE 1 W W NORTH Wഀ 13. LIGHTING LOADS WATTAGES ARE APPROXIMATE. THE ELECTRICAL CONTRACTOR SHALL 21. LABOR, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST APPLICABLE Project No, 5ca le: ~ 0 ~ 1'X4' -FLUORESCENT FIXTURE 6,099,00 1/4n ^ 1`_011ഀ CONFIRM THAT NO FEEDER OR BRANCH CIRCUIT LOADS EXCEED THE MAXIMUM ALLOWED ON EDITIONS OF LOCAL, STATE OF COLORADO, AND NATIONAL CODES AND ORDINANCES. IF A ANY CIRCUIT. CONFLICT BETWEEN THOSE PUBLICATIONS EXISTS, THE MOST STRINGENT REQUIREMENT SHALLഀ APPLY. Q z Drawn By: Ckecked By:ഀ 14. THE CONTRACTOR SHALL VERIFY THAT THE ELECTRICAL FAULT CURRENT AVAILABLE FROM RJM JDRഀ THE UTILITY CONNECTION DOES NOT EXCEED DESIGN VALUES AND EQUIPMENT RATINGS. THE 26. THE CONTRACTOR SHALL PAY FOR AND SECURE ALL REQUIRED PERMITS ANDഀ CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IN WRITING IF INSTALLED UTILITIES INSPECTIONS FOR ITS WORK AND SHALL PROVIDE FOR THESE EXPENSES WITHIN ITS ALLOW GREATER FAULT CURRENTS. SUBSEQUENT RE-DESIGN, SHALL BE CONSIDERED ABOVE PROPOSED BID. PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL TURN OVER TO zz~ഀ AND BEYOND THE ORIGINAL SCOPE OF WORK ARCHITECT ALL CERTIFICATES OF COMPLETION. 3 fഀ E 1*0ഀ ,fഀ ~ഀ ~ (V ~ഀ LQ ~ഀ ~ ~ഀ _ _ _ _ . _ . _ i ~ ~ _._w_._ഀ ~ ~ ~ I ~ ~ഀ _ ~~__~.~.~_m. { ~ I ~ ~ w i ! a.. .x IEIഀ f i ~ _ __v_. _ഀ fiഀ fഀ G_. iഀ _1 Bഀ I~ഀ i~ഀ ~ഀ E~ഀ iഀ tഀ ti ~I ~i i'ഀ i ' a; { E iഀ 4~ I ~ 1 Iഀ I~ i I Iഀ i! i. E aഀ `_1ഀ ~ Iഀ rഀ Iഀ ~Iഀ ~ ; - ~ ~ ! , DRYERഀ ~'rG' 22pV ~ഀ i C~ v.~ഀ iഀ ഀ ~Iഀ ഀ I' ~ ~ഀ 0 _ ~ഀ 1ഀ ഀ ഀ iഀ ~ഀ i (ഀ iiഀ I ~ I E ~ ~ Sഀ ' Sഀ ~ഀ 1--i~ i i i ~ J__-----~- ` ~ ' I 1ഀ ~ ~ , iഀ I iഀ °i I' ~ I ~ഀ I E._..._~ t _ ~ ~ 1ഀ E iഀ l 'ഀ I I I ' I fഀ ~ I~ഀ i i ~ ~ഀ ~E i ~ഀ 3 ( i, ~ fഀ ~i i Iഀ i UN 5~ NG~~'~ ~ഀ f• ~ ' liഀ !iഀ ~ iഀ i Jഀ iഀ rഀ ~ fi aഀ ~I ,I ~1_ xഀ _ ~ 7--ഀ f iഀ ~ ~ ~ I ~ iഀ --a ~ , ~ 3 4-.~ഀ 1 ~______,7, ~ഀ i i iഀ tഀ I ~ഀ iഀ t i,ഀ f! ~ ! i~. i ~ r ~ഀ 3 ~ I i 4. fഀ kk f{ F { ?ഀ I _ U-ഀ (i` ~ a r--~ ~ ; { NORTH >ഀ G.___J J l_.. Q Project No. 5c4 le: ~ xഀ (0099.110 1/4" = V-011 oഀ Drawn By: Checked IBy: Q 9ഀ E 2*0ഀ Nഀ ~ N ~ഀ ~ ~ഀ ~Urഀ i ~ഀ i . ~ wഀ _ഀ r I -i----- Iഀ ~I ~I ~ I ~ ~Iഀ ~iഀ i i ~ ~ i ~ഀ ~ ~ ~ ; iiഀ a ! ~ I 1 1, ~ iഀ a ~ i ~ ~ഀ ~ G j I ~ I ' ~ ~ ~ [ ~ ~ Iഀ I ~ ~ ~I i ~ ~ഀ i ~ I Iഀ Iഀ ~ 3ഀ c ' i I ~ ~ +ഀ i ~ ~ഀ ~ i i I ,ഀ iഀ I ~ Iഀ E ~ഀ I Iഀ I iഀ I ~ I ~ഀ ~ Iഀ ~ r ~ iഀ I ! _1 ~ ~ഀ 1ഀ 1 R~1'1DV~ ~ഀ LuCxS GIR(ഀ ONLY tN~ഀ IN51'~1~L Cഀ KIT.225~41ഀ uP ~'0 fi~~4N~~ ~ cu~~.~~-~Iഀ CON~'R,4C" p---ഀ OI' RE~'RCഀ ENG~05uFഀ TYPE CNഀ 5Gl~~DUL~ഀ 2 coNN~c~rഀ ~uRNfSN, 11ഀ 1=u518~~ ~ഀ 3 GONN~CTഀ ~ _ _ 4 CDNN~C~'ഀ ~i C iഀ 's ~ i I rഀ fi ~ iഀ jl 1 IIഀ ~ ( 1 i , i ~ i jഀ i ~ഀ ~ ~ ~ ~ i i Ii I, ~ ij I i ~ iഀ ` 4ഀ ~ iഀ ~ I ! ! !ഀ ~ ~ 1 ~ ~ ( ~ ~ഀ j I ~ ~ 'I II iഀ ~ I l I liഀ ഀ I I , ~ ~ ~ iഀ i=ഀ i ~ 5~~ POUJ~fi~ R15~ ~ഀ A a; UI I' ~ Iഀ i ' I' ~X15~"fNC~ ,ഀ f I ~ ~ lഀ I .I , ! i i ~ ~ഀ ~ ~ l f ~ tഀ I I ~ it ~ഀ I I ~ j§ f r i~ iഀ i ~ Iഀ ( ~ 1 i i ~ ~ E I @(ഀ I ~ I I ~ ~ ~ f Iഀ i I 1ഀ fiഀ _ ___n,ഀ ഀ i iഀ Iഀ iഀ iഀ i K'ഀ NORTHഀ Project NO. sca le:ഀ L~__ _..A.. ___.w roO99.00 1/4" = I'_O'lഀ Drawn By. C*-ecked By:ഀ RJM JDRഀ E 3*0ഀ rtഀ ഀ Xഀ ഀ ഀ ഀ jഀ I, 1 K - i~~.iഀ ` i •7,.ഀ K~> - _ഀ ഀ j^ ae iഀ '1 ~w,.w, `'s,y b,ഀ ~ഀ ~ ~ഀ 1ഀ 1 ~ f TR A T ~ഀ "a i~'~ ~ ~ - ~ ~ ~ ~ഀ / ~ ~ ~ ~ ~ M -ഀ ~ r~? ~ 1 ~ 6 'ഀ t ~ 4 tഀ f nഀ ~ l lഀ ~ ~o~ഀ ~ rഀ r( ~ ~ 1 ~ ~ ~ ' ! n ~ E~HO,~ C~,N~~~MrNIuM~ഀ r ~Tഀ i ~ ~ -ഀ i ~ ~ ~ഀ ഀ jt~ / / ~;k a X . f t( ! /ഀ ~ X - r,.ഀ +~1~ fJഀ I M ~l ~yഀ ff ~ oഀ r ~ഀ f / 1ഀ ~ . r~ ~ y ~ j``~,,ഀ ~ ff I ~ \ ~ '4 ~ ~ഀ { fഀ ~ f t ^ ~ഀ r , ,ഀ ~~W~~~,, ,~vN~,C~I~~I~ i~ ~1 J iv S~ഀ ~ _ i _ _ഀ 'ഀ _ u p~ 1 . 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