SAN JUAN COUNTY LOWER VALLEY SENIOR CENTER BID # RODAHL & HUMMELL ARCHITECTURE, P.C. SET No. 609 NORTH DUSTIN FARMINGTON, N.M.

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1 PPLIBL ODS: 009 IRIOL BUILDI OD 009 UIORM MHIL OD 011 IOL LRIL OD 009 IRIOL IR OD 009 UIORM PLUMBI OD BO/SI W MXIO BUILDI OD 009 IRIOL XISI BUILDI OD OUPY YP (PR SIO 30): OSRUIO YP (PR BL 601): MX. LLOWBL SQUR OO 6,000 S.. PR LOOR: (PR BL 503) O: HIS IS LVL LRIO PR SIO , O IR SPRIKLR SYSM IS RQUIRD BUILDI R: XISI: W: OL: OUP LOD: DII ROOM: KIH: OIS: OL: PLUMBI IXUR RQUIRMS: (PR BL 90.1) RQUIRD: PROVIDD: PRO D 1 W.., 1 LV PR SX WOM: W.., 1 LV M: 1 W.., 1 LV, 1 UR. 3 VB 4,181 S S.. 5,89 S..,78 S.. / 15 = S.. / 00 = 5 46 S.. / 100 = S U OUY LOWR VLLY SIOR R IL SH IVIL S-1 IDX O DRWIS SI RDI PL RHIURL 1 SI IMPROVM PL SI LDSPI PL 1 DMOLIIO & LOOR PLS BUILDI LVIOS/SIOS 3 WLL SIOS 4 ROO & RLD ILI PLS 5 QUIPM PLS H1 HDIP RQUIRMS SRUURL S1 OUDIO & ROO RMI PLS S RL SRUURL OS & DILS S3 OUDIO & ROO RMI DILS MHIL M101 MHIL LOOR PLS M601 MHIL SHDULS & DILS P101 PLUMBI LOOR PLS P601 PLUMBI SHDULS & DILS PROPRY OWR: PROPRY DDRSS: S U OUY 17 R 6668 RUILD, M VIIIY MP LRIL 001 LRIL LDS & RL OS P101 LRIL POWR PLS L101 LRIL LIHI PLS 501 LRIL RISRS & SHDULS 601 LRIL SHDULS O SHIPROK O HWY. 64 R 6675 R 6668 PRO LOIO R 6663 R 6100 R 6400 RMIO OUY OMMISSIORS HIRM: SO KSI OMMISSIORS: LO ODH MRR McDIL K ORR KIH OHS OUY MR: KIM RPR BID # RODHL & HUMMLL RHIUR, P.. S o. RHIUR 609 ORH DUSI RMIO,.M. (505) (505) (PHO) (X) D: pril 11, PRO. o

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3 RHIUR RODHL & HUMMLL RHIUR, P.. LOWR VLLY SIOR R RUILD, M SI IMPROVMS PL Drawn: hecked: Date: BW H ilename: 110_SI

4 D D B D D B D RHIUR RODHL & HUMMLL RHIUR, P.. LOWR VLLY SIOR R RUILD, M SI LDSPI PL Drawn: hecked: Date: BW H ilename: 110_LD 15110

5 WRWSH RHIUR RODHL & HUMMLL RHIUR, P.. LOWR VLLY SIOR R RUILD, M DMOLIIO/LOOR PLS Drawn: hecked: Date: BW H ilename: 110_LOOR

6 OOLR/ RZR WRWSH RHIUR RODHL & HUMMLL RHIUR, P.. LOWR VLLY SIOR R RUILD, M BUILDI LVIOS/SIOS Drawn: hecked: Date: BW H ilename: 110_LV 15110

7 RHIUR RODHL & HUMMLL RHIUR, P.. LOWR VLLY SIOR R RUILD, M WLL SIOS Drawn: hecked: Date: BW H ilename: 110_LV

8 WRWSH RHIUR RODHL & HUMMLL RHIUR, P.. LOWR VLLY SIOR R RUILD, M ROO & R. ILI PLS Drawn: hecked: Date: BW H ilename: 110_roof

9 WRWSH RHIUR RODHL & HUMMLL RHIUR, P.. LOWR VLLY SIOR R RUILD, M QUIPM PLS Drawn: hecked: Date: BW H ilename: 110_QU

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11 SM O SPIL ISPIOS WOOD RMI D SHHI OR D RIORI RL OS Per hapter 17 of the 006 International Building ode, it is required that special inspections be performed to verify that the materials and construction methods used in the construction of the project, as described in the construction documents, complies with these documents and applicable standards. he owner or the owner's agent shall be responsible for employing qualified third party inspectors for each of the building materials described in the table below. he materials shall be inspected at frequencies as listed in the table below, as required in the details and as required to verify compliance with the construction documents. If a condition in question arises, the special inspector shall request clarification from the ngineer of Record. he special inspector shall provide written reports of each material/activity inspected detailing the observations. he reports shall include, at a minimum, the time, date, and location on the project (described by areas, grids, materials, activity, etc.). Reports shall be organized in a numerical order for each material/activity. he report shall indicate if the inspection found the material/activity in conformance with the inspection documents or not. on-conforming materials/activities shall be re-inspected after corrections have been made and followed by additional inspections and reporting until conformance is achieved. 1. hese notes do not represent all framing requirements. he builder shall do the work in a conscientious workmanlike fashion and conform to the requirements of the International Building ode.. Wood bearing on oncrete shall be pressure treated. 3. Wood sills shall be fastened to concrete or masonry with 5/8" diameter anchor bolts spaced at a maximum of 4'-0" o.c. unless detailed otherwise. here shall be at least bolts per each wood member and bolts shall be located within 8" of each end of each member. he anchor bolts shall be embedded in the concrete 7 inches minimum UO. 4. Structural lumber shall be grade stamped by a certified agency. Lumber shall be manufactured to S-Dry and seasoned for 60 days. 5. Lumber Species and rades: (unless noted otherwise in the drawings) 1. Sill Plates: Hem-ir # pressure treated or foundation grade redwood. Rafters and oists: Hem-ir # except for x1s which shall be Douglas ir # 3. Headers, Beams, Miscellaneous raming : Hem-ir # (UO) 4. Blocking: Hem-ir # 5. Posts: Douglas-ir # x Beams: Douglas-ir # 7. 6 x Beams: Douglas-ir #1 6. ire-stop all stud walls with x lumber at each floor, at roof level and at 8'-0" o.c. max. in between floors and roof. 7. ll joists, trusses and rafters shall have continuous x solid blocking provided between them at all bearing points. 8. ails shall be box nails unless noted otherwise in the plans. ails for exterior uses shall be galvanized. 9. ll lag bolts shall be placed in sub-drilled holes. 10. Bolts shall be placed thru holes drilled 1/3" larger than the bolt diameter. 11. ll bolts and lag bolts shall have flat washers under nut and bolt head. 1. Built-up wood members (multiple members assembled to form one member) shall be progressively fastened as follows: /" to 9'1/4" 8"o.c., staggered. 9-1/4" to 11-1/4" 6"o.c. in 3 staggered ro /4" to 18" depth... rows of 1/" diameter 18" o.c., staggered. 13. When joists, rafters or trusses 4" oc, they shall fall within 4" of a stud below. Studs shall be added as required. 14. Wall top plates shall be lapped 4'-0" minimum and nailed with 18-10d minimum. op plates shall be lapped at all corners and nailed with 3-10d. 15. Wood connection hardware shall be fully fastened to wood members as required by hardware manufacturer. 16. Sheathing for roofs and walls shall be merican Plywood ssociation (P) stress rated sheathing. Sheathing Schedule (U..O. in plans): Min. Span Rating loor Sheathing...3/4" 48/4 Roof Sheathing...5/8" 40/0 Wall Sheathing...7/16" 4/16 Roof and floor sheathing shall be applied with long dimension perpendicular to framing and end joints shall be staggered 4'-0". Use plyclips with roof sheathing spans of 4" or more. Wall sheathing behind stucco shall be applied horizontally. ll sheathing shall be rated xposure 1 (and conform to RB-108). See plans for fastening, blocking and other requirements. 17. lue-laminated Beams: Species...Douglas ir/douglas ir b psi, ombination 4-V4 s psi 18. russes shall be plant manufactured. he truss manufacturer shall provide shop drawings stamped by a Professional ngineer currently licensed in the state in which the trusses will be used. he trusses shall be specifically designed for all loads and conditions indicated in the plans. he shop drawings shall show all loads, design conditions and truss member design criteria. hey shall be approved by the ngineer prior to fabrication. he minimum plate size shall be " x 4". ll joints shall have plates of equal size applied to both sides. he truss manufacturer shall design, provide and show locations for all required bracing and bridging. ll compression joints shall be butted tightly together or the plates shall be designed for 100% of the compression forces. russ vertical deflection shall be limited to span length divided by 360 (L/360) under total load. 19. Wood ailing Schedule: 1. oists/rafters to bearing Stud to sill plate...-16d end nails 3. Blocking/Bridging to 4. op plates to Stud...-16d end nails 5. Double top/bottom 1" o.c. (staggered) 6. Multiple Studs " o.c. from ea. stud to the previous stud, staggered. RQUIRD OBSRVIOS he agreement for the design of these structural plans does not include a fee for construction observation or inspections of any kind to verify compliance. However, it is recommended that the owner/contractor contract with the ngineer or rchitect or other qualified third party observer to make the following observations: 1. xposed native soils shall be observed and approved by the Soils ngineer and the ngineer before placing structural fill or forming for concrete.. Material for structural backfill shall be observed and approved by the Soils ngineer before use. Structural backfill placement and compaction shall be observed, tested, and approved by the Soils ngineer before placing foundations. 3. oncrete reinforcing and formwork shall be observed and approved by the ngineer before placing concrete. 4. raming shall be observed and approved by the ngineer before covering. 5. Shearwall construction and connections shall be observed and approved by the ngineer before covering. 6. ontractor shall provide 4 hour notice for observations. BBRVIIOS.. = dhesive anchor.b. = anchor bolt B = post above B = aggregate base course BV. = above D = adjacent = aggregate RH = architect B.B. = bond beam B.. = bottom of footing elev., or = backfill BLK = block BLD = building BLK. = blocking BM = beam BR = bearing BW = between B.U. = built-up = construction joint or, = contraction joint or L. = ceiling MU = concrete masonry unit OL. = column O. = concrete O. = connection O. = continuous OR. = contractor.p. = cripple post R. = center R'D = centered DS = deformed anchor stud DBL.= double D.. = Douglas ir - Larch DI. = diameter DL = dead load DL. = detail DW. = drawing DWL. = dowel = each = each end.. = each face.. = expansion joint R. = engineer Q. = equal.s. = each side.w. = each way XP = expansion X = exterior D = foundation = finished floor elevation.. = floor joist = finished grade elevation.o. = face of O = face of concrete OS = face of stud OM = face of masonry RM = framing.s. = far side. = footing = gage LV = galvanized.b. = rade Beam L = glue laminated beam R. = grade HS = headed anchor stud HDR. = header H.. = Hem-fir HORIZ = horizontal H.S. = high strength IO = information I = interior S. = joist. = joint KS = king stud LD = load LL = live load LLH = long leg horizontal LLV = long leg vertical LVL = laminated veneer lumber MS = masonry M = material MX = maximum M.B.M. = metal building mfr. Mfr. = manufacturer MI = minimum = not applicable L = nailing.s. = near side S = not to scale O/ = over O.. = on center O.H. = opposite hand OP. = opening OSB = oriented strand board P/ = precast PL = plate PLYWD = plywood PL = panel P.. = pressure treated RI. = reinforcing R.. = roof joist SH/ = Simpson hardware SH. = sheet SH. = sheathing SIM = similar SP = space SL = steel SL = snow load S.O.. = slab-on-grade S.S. = steel stud SW = shearwall.b. = top of beam.. = top of joist.l. = top of ledger.m. = top of masonry = toe nail.o. = top of.o.. = top of concrete.o.s. = top of steel.o.sh. = top of sheathing.o.w. = top of wall.p. = top of parapet. PL = top of plate.r. = threaded rod S = trim studs or, = tube steel YP = typical UO = unless noted otherwise VR = vertical WW = welded wire fabric 1. oncrete shall be made from an approved commercial mix of normal weight aggregates, potable water and Portland ement ( type II ) meeting SM 150 specifications. dmixtures meeting appropriate SM requirements may be used when approved by the ngineer.. he oncrete shall have a minimum of 517 lb. of Portland ement per yard and have a maximum water to cementitious material ratio of 0.5. ly ash meeting SM specifications maybe substituted for up to 5% of the Portland ement in the mix designs at ratio of 1.0 lb. of fly ash for 1.0 lb. of Portland ement. he proposed concrete mix designs shall be submitted to the ngineer for approval a minimum of 7 hours before delivery. 3. oncrete shall achieve the following minimum compressive strengths ( f 'c ) in 8 days: footings and grade beams psi interior slabs on grade psi exterior slabs on grade psi 4. Provide the following minimum thickness of concrete coverage around reinforcement: footings: to earth...3" to formed surfaces..." slabs: to earth...1" stemwalls and retaining walls: interior face...3/4" exterior face...1 1/" face exposed to earth..." 5. Maximum allowable slump of concrete at the point of placement shall be 4" unless specifically approved otherwise by the ngineer and designed accordingly. 6. ll concrete (including slabs) shall be thoroughly consolidated by mechanical vibration. 7. Reinforcing bars shall conform to SM 615. Reinforcing to be welded shall conform to SM 706: #3 to #5...grade 40 ( U..O. ) #6 to #11...grade Welded Wire abric (WW) shall conform to SM 185 and shall be provided in flat sheets. WW in rolls shall not be used. WW shall be chaired in place within " of the conc. final surface U..O. 9. ll reinforcing, anchorages and embedments shall be securely wired in place during concrete placement. 10. Reinforcing shall not be heated to be bent. 11. See typical details for reinforcing bending and splicing requirements. Welded Wire abric (when specified) shall be lapped a minimum of 1-1/ wire spaces. 1. Reinforcing shall be held above earth on concrete adobes, chairs or by suspension. Bars driven into the earth shall not be used to support reinforcing. 13. ll openings in slabs or walls shall be reinforced with a minimum of -#5 on 4 sides extending '-0" minimum beyond opening corners. 14. hamfer all exposed concrete edges unless detailed or noted otherwise. 15. Openings in concrete shall be formed, cored or sawcut. hipping and breaking out shall not be done unless specifically approved. 16. oncrete exposed to freezing environment either during construction or in place shall be air entrained. ir entrainment of the mix shall be 4% minimum to 8% maximum based on volume. 17. ypical slab on grade unless noted otherwise: 4 1/" min. thick concrete with #4 at 4" o.c. each way chaired to be in the center of slab thickness. Place over a minimum of 4" of aggregate base course compacted to 95% ll concrete slabs shall have contraction joints provided in the slabs according to the placement shown in plan or at approximately 15 feet on center each way if not indicated otherwise. he joints shall be made according to the typical details. 19. oncrete uring: inal concrete quality is highly dependant on curing. Inadequate curing can cause excessive shrinkage, cracking, low strength, slab curling and other detrimental effects. oncrete shall be cured as follows: slabs shall be moist cured with water and an impermeable barrier or with a water saturated cover. o portion of the slab shall be allowed to dry for 7 days. Other concrete shall be moist cured or cured with a curing compound conforming to SM 309 applied immediately after formwork is removed. Special protection measures shall be provided during windy and or hot weather. 0. Provide special inspection of epoxy anchors per 009 IB. MURD OMPOSI OIS PRODUS 1. oists shall have current IBO approvals.. oist substitutions shall be approved by the ngineer and shall provide equivalent performance characteristics of those specified. Substitutions shall adequately support all design loads in all conditions. 3. ail each joist to bearing plate with 3-10d box nails. 4. Metal hangers for floor joists shall have a bead of construction adhesive applied to the points of contact with the joist immediately before the joists are installed in the hanger. 5. oist flanges shall not be cut between joist ends. oist webs may only be penetrated according to manufacturer requirements and ngineers approval. 6. oist manufacturer shall provide all joist blocking and shaped bearing plates. 7. Web fillers and stiffeners shall be of P rated sheathing in a thickness equal to the offset distance from the joist web to the outside of the flanges. Hold the top of the filler/stiffener 1/8" below the bottom of the top flange and set tight to the top of the bottom flange. asten to the joist web with a minimum of 4-8d nails unless detailed otherwise. pply to both sides of the web unless detailed otherwise. Length of filler/stiffener shall be as detailed or otherwise as required for the intent of the application. If the filler/ stiffener length is greater than 8", fasten to joist web with -8d at 1" on center. 8. oists shall be maintained in a dry condition and stored off of the ground. 9. oists shall be stored, handled, shipped and erected according to manufacturers requirements. oists shall not be handled such that they will be allowed to bend in their weak direction. Damaged products shall not be used in the work. 10. oist uses, details, sizes or spacings other than those shown on the plans shall not be allowed without specific approval and a stamped design/shop drawings from a registered ngineer licensed in the State of the product's use. 11. heck and verify all joist bearing elevations with Structural and rchitectural drawings before installing joists. otify Designer immediately of problems or discrepancies. Do not proceed without direction from Designer or ngineer. LMID VR LUMBR (LVL) 1. raming of LVL shall be of sizes, numbers and lengths as required in plans.. LVL provided shall have current IBO approvals. 3. Minimum bearing length shall be 3" U..O. 4. Built-up member assembly: Members (less than 14" deep)...3 rows of 1"oc from one side Members (14" or deeper)...3 rows of 1"oc from one side 3 Members (less than 14" deep)...3 rows of 8" oc from each side 3 Members (14" or deeper)...3 rows of 6"oc from each side 4 Members (all)... rows of 1/" diameter thru 4" oc note: ails shall be 16d common. ails and bolts shall be staggered from adjacent rows 5. Design Properties (minimums): b = 600 psi v = 0 psi = 1,800,000 psi 6. LVL shall be maintained in a dry condition and stored off of the ground. Do not remove protective wrappings until ready for use. WOOD ROO DK 1. Roof sheathing shall be 5/8" P stress rated sheathing with a minimum span rating of 40/0. Sheathing shall have an xposure 1 rating. Sheathing shall be laid out with the long dimension perpendicular to the framing. Stagger the ends of the sheets 4'-0" in each consecutive row of sheathing. Layout sheathing so the smallest pieces make two continuous spans. Provide plyclips at midspan or edge blocking when the framing is spaced at more than 4" oc. Provide 1/8" joint between all sheets at edges. ail sheathing to all supports with 10d box nails at 5" oc at all sheet edges and 10" oc in the field of each sheet.. Verify framing space ventilation before beginning sheathing. orrect if necessary before beginning sheathing. 3. asteners other than those described may be used if approved by the ngineer (such as staples). ontact the ngineer for equivalent fastener schedule. 1. In the absence of specific details refer to appropriate typical details or similar details for information. If any questions remain call the ngineer for clarification.. he plans and details in some areas represent assumptions made of existing conditions. he ontractor shall notify the ngineer immediately if conditions are found different from those assumed. he ngineer shall also be notified if field conditions necessitate changes from the plans. In either case detail changes may be required before work can proceed. 3. he plans shall not be scaled to obtain working dimensions. If dimensions are missing from the plans get clarification from the rchitect or the ngineer. ross-check all dimensions with the architectural plans. ll layout dimensions shall be closed from both directions. 4. See architectural plans for all other non-structural information. 5. ll openings or modifications to structure not shown on the structural plans shall be verified with the ngineer before doing the work. 6. he ontractor shall repair or replace all damaged materials. 7. he ontractor shall notify the rchitect and ngineer of any discrepancies found in the contract documents ( plans and specifications ). larifications shall be received from the rchitect or ngineer before proceeding with the work. he most restrictive condition shall govern when clarification is not obtained. 8. ll mechanical unit weights shall be verified with loads shown on the structural drawings. otify the ngineer, if weights are different than those shown or units are required where not shown on the structural drawings. 9. hese plans represent a design for final in-place conditions. It shall be the ontractors' responsibility to account for all construction conditions, loads, sequences, temporary bracing requirements, all safety considerations, OSH regulations, and all other applicable standards. 10. onstruction shall follow the plans, details, notes and specifications. he ontractor shall be directly responsible for uncorrected errors or deviations from the plans without the ngineers approval. he ngineer will be available for considerations and repairs. xcessive repair detailing or revision to the contract documents shall be paid for by the ontractor. 11. ach sub-contractor shall inspect the conditions and work in place before they begin. rrors, problems and unacceptable conditions shall be repaired before beginning the new work. Beginning the new work shall be interpreted as acceptance of the previous work and conditions. 1. When shop drawings and product information are required for review by the rchitect/ngineer, the ontractor shall allow weeks for the review period. When shop drawings and product information are provided in large format (i.e. larger than 8 1/" x 11"), one set of reproducibles shall be included with 3 sets of bluelines for mark-ups and stamping. he reproducibles will be returned to the ontractor to allow for his printing of as many sets of marked-up drawings as he shall require. DSI RIRI 1. Superimposed Design Loads: Roof DL = 0 psf Roof Snow Load = 5 psf (base). pplicable Building ode = 009 International Building ode 3. Wind Load: a)basic wind speed...90 mph (3 sec. gust) b)exposure category...'b' c)importance factor(iw) Seismic Load: a)occupancy ategory...ii b)site lass... c)short Period Spectral response (Ss)...16% g d)importance factor(ie) SPILY OIOS / HORS / SRS 1. xpansion bolts, adhesive anchors, shotpins, headed anchor studs (HS), self-tapping screws and other proprietary devices shall have IBO approvals. hese approvals along with load capacities and use information shall be submitted to the ngineer when materials other than those specified are proposed.. Devices shall be used in full accordance with manufacturer's requirements. 3. Headed anchor studs shall be welded all around the base of the stud with a 5/16" fillet unless noted otherwise. Stud guns may be used provided the attachment will develop the strength of the stud. 4. ypical acceptable anchors (when called out in plans) unless noted otherwise: xpansion Bolts: 5/8" diameter by Hilti or Redhead with a minimum embedment of 4" Shotpins: 0.145" diameter minimum by Hilti or Ramset with 1" minimum embedment in concrete and a minimum safe working load in shear of 00 lb. Headed nchor Studs: 1/" diameter x 6" long by elson Stud dhesive nchors: Hilti HI or HV system sized for bolts required Self-apping Screws: #10 K screws RHWORK OR OUDIOS 1. he foundation designs are based on a eotectnical Investigation by eomat Inc., report #15-408, dated December 9, 015. llowable soil bearing pressure structural backfill: 500 '-6" embedment. ll foundations shall bear entirely on structural backfill over scarified & re-compacted native soils. See typical minimum earthwork detail /S1 for additional information. 3. ll foundations shall bear entirely on 4" min. of structural fill over 8" of native soils that have been scarified and plus / minus 3% of optimum moisture content. See minimum earthwork detail /S1 for specifics. 4. Unless noted otherwise exterior footings shall bear a minimum of 30" below lowest adjacent grade and interior footings shall have a minimum embedment of 18". 5. ll earthwork cuts and fills shall be made in level benches. 6. ll structural backfill materials shall be approved by the Soils ngineer. Unless noted otherwise, structural (or engineered) backfill shall be granular non-expansive material meeting the following minimum criteria: no more than 5% shall pass a 00 screen, 100 % shall pass a 6 inch screen, and the material shall be well graded unless it is sand or 3/4 inch washed gravel. 7. Structural backfill shall be moisture conditioned, placed in thin lifts and mechanically compacted. Lifts shall not exceed 8" in depth and shall be of depths compatible with the capabilities of the machinery used. 8. Backfill shall be uniformly moisture controlled to maintain specified compaction densities. 9. Unless noted otherwise all backfill shall be compacted to a minimum of 95% of the maximum density as determined by SM method D698. ll compaction densities noted in the plans are relative to maximum density per SM D698 at optimum moisture content unless noted otherwise. 10. oundations shall be constructed of concrete cast in secure formwork. oncrete may be cast in trenches against stable earth banks when approved by the ngineer. 11. Reinforcement for concrete foundations shall be supported 3" minimum from earth on all sides. Reinforcement shall not be supported on bars driven into the earth. It shall be supported on approved chairs or adobes or suspended from above. 1. oundations shall not be placed on frozen earth or unstable conditions. rozen earth shall be thawed and re-compacted before placing foundations. ll soft materials discovered shall be over-excavated as directed by the Soils ngineer and replaced with compacted engineered material. eotextile fabric shall be provided for stabilization when conditions dictate. 13. Water shall not be allowed from any source to accumulate in excavations. he ontractor shall provide drainage to prevent run-off water from entering excavations and de-watering when necessary. If water does accumulate in the excavations and causes additional earthwork, the additional work shall be paid for by the contractor. 14. he ontractor shall be responsible for safely retaining all earth embankments. 15. xterior grades adjacent structures shall slope away from the structure on all sides at a minimum slope 3% for 10 feet. positive water flow shall be provided for all locations to natural water courses. Provide swales where necessary. o ponding of water shall be allowed. 16. Planters shall not be adjacent structure except when a design is specifically provided. 17. Roof drains shall not empty onto exterior grade within five feet of the foundations. Splash blocks, leaders, concrete swales, or other means shall be used to direct water away from the structure for at least 5'-0" from the structure. 18. ll backfill at retaining walls shall be granular, free-draining, non-expansive material compacted to 95%. Slabs shall be in place before walls are backfilled. 19. Deep rooted vegetation shall not be placed closer than 8-0" to the structure. 0. Backfill shall be tested for compaction. Material failing the tests shall be re-compacted and then retested. ailing tests shall be paid for by the earthwork contractor. One compaction test shall be provided for every 3 cubic yards of backfill material. ompaction densities shall also be made under all foundations where the native earth is scarified and re-compacted. One compaction test shall be made for every 50 linear feet of footing. Deviations from this schedule shall require the approval of the ngineer.

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13 3.01 SOR 110 OI 111 SOR 11 RY DII ROOM WOM OI 108 M 106 KYD OS 3.01 HROUH H WLL UI O RMI. O WORK. 3.0 RMOV D DISPOS O S IRD UI HR D RLD OROLS, LU, HRS, S PIPI. RMOV XPOSD S PIPI. P BHID IISHD SURS. BDO LL ISSIBL PIPI. S RHI OR ROO PH D RPIR RQUIRMS RMOV D DISPOS O VPORIV OOLR. RMOV LL WR PIPI DOW O HOS BIBB O H S SID O BUILDI. P DU OPI D SU VOID WIH ISULIO RMOV D DISPOS O WLL UR LOD I H UPSIRS SOR ROOM. RMOV LU. S RHI OR ROO PH D RPIR RQUIRMS RMOV LU. S RHI OR ROO PH D RPIR RQUIRMS ROO XHUSR D RLD YP II HOOD O B RLOD. S RHIURL PLS OR W LOIO. RLO WLL SWIH O W WLL SUR ROO XHUSR D RLD YP I HOOD O B RLOD. S RHIURL PLS OR W LOIO. RLO WLL SWIH O W WLL SUR. RLO IR SUPPRSSIO SYSM O W WLL SUR. DUS LL PIPI O OMMOD W LOIO/OIURIO. WRP W 16. DU WIH 1 HOUR RD IR WRP ROOOP UI O RMI. PROVID W S OIO. S PROPOSD PL OR W DUWORK DDIIO RMOV 14"x14" OMBUSIO IR WLL LOUVRS, S RHIURL DRWIS OR PH D/OR RPIR RQUIRMS. OMBUSIO IR O B PROVIDD HROUH H ROO RLO HR MODL# H009X68BM SRIL# 13L0566 ODSI UI O W ROO BOV. XD LL PIPI ORDILY RLO HR MODL# H014L6B SRIL# ODSI UI O W ROO BOV. XD LL PIPI ORDILY. 3.1 ROO XHUSR O RMI. O WORK SIDWLL SUPPLY RILL O DISRIBU IR O H I " DI. DRYR DU O WLL P WIH BKDR DMPR P DRYR DU O ROO R() 3.08 WRWSH OI KIH OOLR/ RZR MHIL DMOLIIO PL 1/8" = 1'-0" RY 109 SOR M 6"ø 10"ø 10"ø 10"ø Stair X WOM 105 M 106 OI M SOR M 6"ø 10"ø 6"ø 10"ø 1"x1" 1"x18" 10"ø 10"ø B 18"x18" M YP.-1 DII ROOM "ø 10"ø B 18"x18" 1"x1" 1"x18" 8"ø "x6" 00M 6"ø 8 100M OI 108 6"ø 8 110M R3 R 6 135M 6 89M OI 113 KIH 104 R() OOLR/ RZR 115 WRWSH 114 VS 103 OMPUR M 3.14 B B 10"x10" 10"ø 18"x1" 10"ø R1 M ROOM "ø 6"ø 18"x1" M YP.- RHIUR 03/31/016 RODHL & HUMMLL RHIUR, P.. MHIL PL 1/8" = 1'-0" 6 66M R.R. 10 X3 Drawn: LOWR VLLY SIOR R RUILD, M MHIL LOOR PLS hecked: Date: DS ilename: 1538 M101

14 IRL RILL OOMIZR RLI IR S SRUURL DRWIS OR OIS OIURIO X# HORIZOL DISHR D SUPPLY RUR 4"x4" YP "B" RUR RILL.O. > 111'-4" LY-I ILI 6" HIL URD S RHIURL ILI YP S OIO PROVID S VLV, DRIP L D UIO PRIOR O OIO. RP ODS PR MUURR'S ROMMDIOS. PIP O RS ROO DRI ISULD ROO URB O MH ROO SLOP HRS WIH VIBRIO ISOLORS LX OIO, YPIL WLL P PI PR RHI S RHIURL DRWIS OR WLL YP ILI XHUSR DIL SL: S R3 R SIMILR SUPPLY M066 O: LL OS R YPIL OR LL UIS R1 RUR 6" LR O OOMBUSIBLS 18" LR O OMBUSIBLS D3 ½" HR ROD PR MUURR'S ROMMDIOS XISI HOOD 4'-0" BOV OOKI SUR MXIMUM S MUURR OR ROMMDD HIHS SL: S # BRHR UB XISI URB LSH PR ROOI MUURR'S ROMMDIOS. RR O RH. DRWIS OR ROO OSRUIO. 16 U WLDD DU I 3M IR BRRIR RS & IR DU WRP OOMBUSIBL WLL SRUUR WIH LBL, OBSORB SUR XDI 18" MI. I LL DIRIOS ROM HOOD 3" SILSS SL BK PL. KIH XHUS DIL M101 MHIL RL OS 1. PROVID D ISLL LL MRIL D QUIPM S RQUIRD BY UP, UM, P, LI SY OD, S OD, D LL OHR LOL ODS D ORDIS H PPLY. WHR HR IS DISRPY BW H ODS OR ORDIS D H DRWIS, H MOR SRI PPLIIO SHLL PPLY.. LYOU D ISLL OMPL D UIOL MHIL SYSMS, ILUDI MPORRY UO O XISI UILIIS. PRORM LL UI, PHI, D RPIR SSOID WIH ISLLI H SYSMS. 3. VIBRIOLLY ISOL LL QUIPM D PIPI ROM H BUILDI SRUUR. OORDI O SSUR H S QUI OPRI SYSM S POSSIBL IS ISLLD. 4. VRIY H DIUSRS, RISRS, RILLS, DUWORK D LL QUIPM SPIID IS ORR OR ILD ISLLIO BOR ORDRI OR BRII. PROVID WRI RQUS OR IORMIO O H IR OR RULI O HOW O PROD I ODIIOS XIS H WILL O LLOW OR H ISLLIO O H QUIPM SPIID. 5. PROVID LL DUWORK OIOS D RSIIOS RILLS, DIUSRS, RISRS, ILRS, OILS, D OHR LOIOS WHR RQUIRD. OSRU LL RSIIOS D OIOS ORDI O SM SDRDS. 6. PROVID D ISLL DMPRS I H BRH DUS, R H MI, SRVI DIUSRS D RILLS O LLOW PLUS OR MIUS 10% O H M RQUIRD ROM H DIUSR D RISR S LISD O H PLS. 7. SI D BLI Y: PROVID D ISLL SHVS D LL QUIPM SSRY O PROVID PLUS OR MIUS 10% O H M RQUIRD ROM H DIUSR D RISR. 8. PROVID D ISLL LL MHIL QUIPM, RSORMRS, RLYS, D OHR LMS SSRY OR OMPL OPRI SYSM. OMPL LL 4 VOL OROL WIRI D QUIPM O H BOV. LL LI VOL WIRI O H BOV SHLL B OMPLD BY H LRIL OROR. RR O OORDIIO SHDUL O LRIL DRWIS. 9. LR DIMSIOS O H DUWORK I H ILI SP ROM SIZS IDID O H DRWIS SPII LOIOS WH SSRY O I H DUWORK I H SP PROVIDD. RROU DUWORK I ILI SP O VOID OHR MHIL QUIPM, LIH IXURS,. MII H SM R R D SUBMI PROPOSD HS O H IR OR PPROVL. B RSPOSIBL OR VRIYI SP LIMIIOS BOR DUWORK BRIIO D MK HS ORDILY. PROVID LL SSRY RSIIOS. 10. OORDI LL PROPOSD ROO PRIOS WIH XISI WRR HOLDR D RLO I SSRY. 11. PROVID O UIO LL VLVS OR SUIBL MS O RMOVL WIHOU PIP UI O SRWD PIPI. UIOS RQUIRD O OPPR PIPI QUIPM OIO. 1. ISLL SMOK DORS D QUIPM RQUIRD BY H P I H SUPPLY D RUR DU MIS O H IR HDLI QUIPM. SMOK DORS R PROVIDD BY H LRIL OROR. R(e) R1- R3 B - X 1-3 # UI M R(e) 100 MHIL SHDUL XISI ROOOP UI: SHOW OR RR. "RRIR" MODL SRIL# ILI DIUSR: 4-WY DUSBL VRIL/HORIZOL HROW SL 4"x4" ULSS OHRWIS IDID O PL, S PL OR K SIZ, M D ILI YP. < 30. "KRUR" MODL 1450 ILI RUR RILL: -R SYL, 4"x4" ULSS OHRWIS IDID O PL. S PL OR K SIZ, M D ILI YP. PROVID OBD WH RILL IS USD OR XHUS. <30. "KRUR" MODL -5 ILI XHUSR: DIR DRIV ILI MOUD XHUSR WIH BKDR DMPR, VIBRIO ISOLOR KI, IRL RILL, OUPY SSOR D BIRDSR. 10 V/1 "OOK" UI MODL 30 X 30 M SP ("W) 0.5" 0.5" WS XISI ROO MOUD XHUSR: SHOW OR RR UI 1 3 MODL RHK RHK H H OOL MBH OS I OS M MODL UB140-7 U100 5DDD10 M 9.1 SUPPLY RUR MOP (W"xH") (W"xH") SR "x1" 11"x6" 13 SRIL# SSORIS WLL P WLL P L. 115V/1 115V/1 115V/1 MPS.3 MU. D 010 ROOOP UI: 13 SR, S-IRD, LRI R-410 RRIRIO, DOW DISHR PKD ROOOP UI. ILRS: SHR 5% DISPOSBL. OMPRSSORS: DIR DRIV, HRMI RIPROI WIH RKS HR, MPRUR D URR OVRLOD PROIO D SPRI ISOLIO. VPOROR OILS: IRLLY ID OPPR UBS BODD O LUMIUM PL. OUDOOR S: DIR DRIV, PRMLY LUBRID. IDOOR : BL DRIV. URL S HI SIO: DRUM D UB YP WIH ORD OMBUSIO. IRL SPRI ISOLORS. DISO SWIH. POWRD OVI OUL, HIH LIUD KI OR 6000 BOV S LVL. SSORIS: HID SS PLS, DB OOMIZR, O SSOR &OROL, 100% BROMRI RLI, ROO URB O MH ROO SLOP, HIL URD, PRORMMBL HRMOS. MBI ODIIOS = 89 /59. RI IR = 80 /60. HI MBH = IPU. L.=40V/1. "RRIR" MODLS LISD H OOL MBH OS W. SUPPLY RUR UIM SP MBH IPU M MODL LBS. M MOP (W"xH") (W"xH") R " K "x1" 6"x11" R " K "x1" 6"x11" R " K "x1" 6"x11" SIDWLL SUPPLY RILL: SL RM, HORIZOL DLIO VS WIH OBD, S PL OR SIZ D M. ILD PI PR RHI. < 30. "KRUR" MODL 880-H OROLLD BY OUPY SSOR OUPY SSOR OROLLD BY WLL SWIH WLL SWIH WLL SWIH ROOOP UI DIL SL: S 13. PROVID URI VS I LL RULR DUWORK LBOWS D S WHHR SHOW O H PLS OR O. H OLY XPIO IS RUR IR RSR DUS BW ROOMS. 14. ILD VRIY H LL W DUWORK I WIHI H SP PROVIDD PRIOR O BRII Y W DUWORK. XISI DUWORK SHOW IS ROM ORIIL S-BUIL DRWIS D O LL OIURIOS HV B VRIID. 1"x16. LV. ML SRP MX. SID SUR O SRUUR BOV S ROMMDD BY SM. SH ML SRW RIV OR BOL O BOH SIDS O DU. MX. SID OR BRI LS - S OS HR ROD SIZ: YP "B" ¼" YP "" ¼" YP "D" 3/8" DOUBL-U & D O ROD DU SHDUL DU DIMSIOS IHS UP HRU OVR 96 YP HR /B B B B D 15. LL PLUM ISLLD MRILS MUS B PLUM RD OR WRPPD I LISD SYSM O HIV VLU LOWR H 5 LM SPRD D 50 SMOK DVLOPM RI. YP "" 8. MX. HR SPI LSO PROVID 3 HRS H K-O OR BRH YP "B", "" & "D" 8. MX. HR SPI. OS: 1. OR SVRL DUS O O HR YP "B"-"" OR "D" MY B USD. SIZ O HR WILL B SLD O H SUM O DU WIDHS QUL O MX. WIDH O DU SHDUL.. SHDUL OR LS OR BRI: YP "B" 1½"x1½"x1/8" L MX. SPI 8'-0" RS; YP "" 1½"x1½"x3/16" L MX. SPI 8'-0" RS; YP "D" "x"x¼" MX. SPI 4'-0" RS. B DU HR DIL SL: S M088 MHIL SYMBOLS LD ISUL LL BRH DU D OVR OIOS WIH DU WRP. 1"x18 SHML SUPPOR SRP. H O SRUUR BOV. 10' O.. MIIMUM ISULD LX DU SHML SRWS. O SS OR SHRP URS MX RU LIMID O 4 SRH DU RU OR SMOOH IRIOR. SL: S US DUSBL ROUD SHML DU LBOW WHR IMMDI UR ROM DIUSR. DIUSR VOLUM DMPR V/D SILSS SL DUSBL DUSBL DU BD. (YPIL) ORY BRID ROUD O RULR OR SQUR DPR. S DIUSR SHDUL. YPIL DIUSR OIO DIL HR SRPS O POP RIVS LLOWD. #10 x 3/4" SL PPI DIUM PLD SRWS O HOR SRPS O DU. (YPIL) ROUD RIID DU. S PLS OR SIZS M M B1 B 16"x16" 100M R H O ILI DIUSR DSIIO = YP "" WIH 6" DIMR K M SHOW ILI RUR RILL DSIIO = YP "B" 1'' ILI RUR RILL DSIIO = YP "B" 'X' SIDWLL DIUSR DSIIO = YP "" WIH 16"x16" M SHOW UI DSIIO KYD O DSIIO SUPPLY DIUSR RUR RILL SIDWLL SUPPLY SIDWLL RUR MOORIZD, IR, IR/SMOK VOLUM DMPR HRMOS, RMO SSOR OR HUMIDIS RBO DIOXID SSOR O: SYMBOLS ILLUSRD BOV MY O PPR O H PLS UIO S OK HRMOMR HK VLV PLU, IRUI SR OR U OK PRSSUR U -WY VLV 3-WY VLV RLI VLV BURLY VLV BLL VLV LOB VLV SRIR SRIR WIH DRI VLV 10"x10" WR HMMR RRSR VLV OS&Y SOLOID PRV RDUD PRSSUR BKLOW PRVR BKLOW PRVR LX DU LR ISID DU DIMSIO (W) RHIUR Drawn: LOWR VLLY SIOR R RUILD, M MHIL SHDUL, DILS & OS hecked: RODHL & HUMMLL RHIUR, P.. Date: uthor hecker /31/016 ilename: 1538 M601

15 ()SS SOR 110 OI 111 SOR 11 ()4"SS.8 OI () ()4"SS () WO.39 ().39 KIH OOLR/ RZR 115 DII ROOM 107 VS 103 R.R. 10. OMPUR ()SS () () Stair WOM M ROOM 100 OI M KYD OS.01 RMOV ()PLUMBI IXUR. S W WORK PL OR RPLM..0 RMOV ()PLUMBI IXUR. P WR, WS D V BHID IISHD SUR..03 RMOV/RLO ()HD SIK. S W WORK PL..04 RMOV/RLO ()-OMPRM SIK D RS RP. S W WORK PL..06 3/4"W, 3/4"HW DROP O PRP SIK. OS 1/"W., 1/"HW O HD SIK..09 3"W DOW, "V RIS ROM LOOR SIK /"W DOW, 1-1/"V RIS ROM LVORY/RLOD HD SIK..11 O W PLUMBI IXUR O ()ROUH-I..1 3"SS DOW, "V RIS D 3/4"W ROUH-I OR W WR LOS..15 RMOV ()W, HW D S DROPS O BOV ILI. S W WORK PL OR W OIO..16 RMOV ()IW D S PIPI..17 RMOV ()UDRROUD S PIPI BLOW OOPRI O W DDIIO..18 RMOV ()S RISR D LL PIPI O ROO. S PL BLOW OR RPLM..19 ()LOOR DRI O RMI. S W WORK PL OR RURBISHM..0 RMOV ()1" BDOD S SRVI LI IRLY. OORDI WLL PH WIH RL OROR..1 DISO/RMOV S ROM ()(R) KIH QUIPM. S W WORK PL W OIO.. RMOV ()HOS BIBB. RMOV D P W ISID XRIOR WLL OR S IDID...3 RMOV S SUPPLY D PIPI O UI HR OMPLLY..4 MK W " OIO O ()" O ROO D XD S IDID..6 MK W " OIO O UDRROUD S LI D XD O W RISR LOIO..7 PROVID D SUR W SRIR O XISI LOOR DRI/SIK LUSH WIH IISHD LOOR D ISLL W RP URD. OORDI LOOR PH WIH RL OROR. ILD VRIY X RQUIRMS..8 RMOV WSHR/DRYR ROUH-IS. P LIS BOV ILI OR BHID IISHD SUR. OORDI PHWORK WIH RL OROR /" DROP I WLL. MK 1-1/4" OIO O S R D 3/4" OIO O OMBI-OV. S S OIO DIL..30 W 1-1/"W OIO O ()1-1/"W BOV ILI /"W DROP O W WR RY WIH BP WLL MOUD 4" BOV IISHD LOOR. ILD VRIY X ODIIOS. S DIL..3 1" DOW HROUH ROO. MK W S OIO O WR HR. S S OIO DIL..33 ISLL W HK VLV D XPSIO K (X) O 1"W O WR HR. ILD VRIY X ODIIOS..37 XD 1" D MK W OIO O ROOOP UI. S S OIO DIL. ILD VRIY X ODIIOS..38 W S PIP O ROO. SUPPOR WIH 5" HIH B-LI DUR-BLOK DB10 OR QUL 8' RS MXIMUM..39 DISO BRH PIPI D RMOV W MI LI. S PL BLOW OR RPLM..41 RO ()BRH W PIPI O W W MI LI. ILD VRIY X ODIIOS..4 RISLL XISI LRI WR OOLR OVR ()ROUH-I..43 3/4"W, 3/4"HW DROP, "W DOW D "V RIS ROM WSHR BOX (WB). S DIL..44 W 3/4"W, 3/4"HW OIO O W/XISI LIS..45 OS 1" O SLOPD ROO. ILD VRIY X RQUIRMS..46 XD 3/4"W O HOS BIBB MOUD 4"BOV RD..47 W 3"SS OIO O ()4"SS. ILD VRIY X ODIIOS..48 LO RS ' OR LRR V HROUH ROO D MK W "V OIO..49 W WO-WY LOU O RD. S DIL..50 RMOV XISI HOS BIBB D W SUPPLY. P LI MI. 1 PLUMBI DMOLIIO PL 1/8" = 1'-0" ()SS ()SS RY PHB.11.3 SOR 110 OI 111 DII ROOM 107 W.7.11 L MV.4 W WOM 105 U W L MV ()W M /4"W 3/4"HW 1-1/" "V O (R) H.SK. S " BV VS 103 3/4"W 3/4"HW " S "V " X WB 1-1/" BP PRV.43 ".4 PHB SOR " 1" 1".37 OI 108 3"SS.06 OOLR/ RZR 115 R.R. 10 L MV "VR W 3"SS.10.1 (4")SS.49 DO O 4"SS.46 PHB ()4"SS 4"SS.30 OI BV O KIH 104 4"SS 1-1/4" PLUMBI LOOR PL 1/8" = 1'-0" 1-1/" ()4"SS " 4"SS WRWSH 114 VS 103 OOLR/ RZR 115 R.R. 10 " O.3.45 OMPUR /" 3 P101 " 1" " M ROOM 100 ()".37 OR OIUIO S 1/8"PL 3 LRD PLUMBI PL 1/4" = 1'-0" OR OIUIO S 1/8"PL RHIUR Drawn: LOWR VLLY SIOR R RUILD, M PLUMBI LOOR PLS hecked: RODHL & HUMMLL RHIUR, P.. Date: uthor hecker /31/016 ilename: 1538 P101

16 PRSSUR RDUI VLV 50PSI) W/ IRL SRIR PRSSUR U, YP 1-1/" W O BUILDI 1-1/" PLUMBI SYMBOLS LD SYMBOL DSRIPIO UI DSIIO KYD O POI O OIO V OLD WR (W) W U SHDUL LUSH K WR LOS:.D. OMPLI, 1.8 P LOOR MOUD VIROUS HI, SIPHO LUSHI, LOD RO OIL, VRL SUR. OMPL WIH OP RO S LSS OVR D BOL PS. LUSH LVR OPPOSI SIDWLL. "MRI SDRD" D MODL WS = 3", V = ", W = 3/4" URIL:.D.. OMPLI, VIROUS HI W/ WSHOU IO, 3/4" OP SPUD IL I. OUL, DUSBL LOOR SUPPORD WLL RRIR, "MRI SDRD" PI MUL LUSH VLV. "MRI SDRD" WSHBROOK MODL WS = I., V = 1-1/ I., W = 1 I. 1 WR RY SSMBLY SL:..S. O MOP SIK BKLOW PRVR (BP) SS HO WR SUPPLY (140 )(HW) HO WR RUR (HWR) S (6.5"w.c.) SIRY WS (BOV LOOR) SIRY WS (SS)(BLOW LOOR) S OK HK VLV RLI VLV BLL VLV L W1 BP1 LVORY:.D.. OMPLI, OUROP, VIROUS HI,, 4" U RS, HROM PLD RID DRI, OS ILPI "RU-BRO" LV URD "MRI SDRD" SIL LVR HROM PLD U LSS POP-UP DRI, 1.5 PM ROR. "MRI SDRD" QULY WS = I., V = 1-1/ I., W = 1/ I. HW = 1/" LRI WR OOLR:.D.. OMPLI WR OOLR WIH SRIR, L SOPS, RPS, RO PUSH-BR D WLL HRS. 8.0PH, RY RI VIYL LD SL L = 10V/1PH/3. L "LKY" MODL LZS8 WS = ", V = 1-1/" W = 1/" BKLOW PRVR: S PL OR SIZ, LD R, BROZ BODY WIH SILSS SL SPRIS, RDUD PRSSUR BKLOW PRVR OMPL WIH WO "Y" PR HK VLVS D O HYDRULILLY DPD DIRIL RLI VLV. PROVID BLL SHU O VLVS D DRI KI. SS SDRD "BO" MODL L85Y RUBBR BOO SL WRIH ROOI OVR BS 1" MI. 8" MI. RMI WIH V P (V) S RH. DW's OR ROO OS. DO O SRIR UIO WR HMMR RRSR SOLOID PRV BKLOW PRVR LOOR SIK V HRU ROO DOUBL L OU L OU O D PHB PRV IRIOR LOOR L OU: S IRO L OU WIH HRDD DUSBL HOUSI, SV HUB OUL, LD RRUL WIH PLU D ROUD SORID POLISHD BROZ SURD OP. "ZUR" MODL ZB (VRIY SUR YP) LOOR DRI: S IRO LOOR DRI WIH RP URD, VDL PROO SURD OP, IKL BROZ SRIR. XSIO DPR MY B RQUIRD, OROR O VRIY D ILUD I SSRY. "ZUR" MODL Z-415 W/ YP B SRIR WS = I., V = I. HOS BIBB: RZLSS, UOMI DRII, WLL HYDR: BRSS WIH POLISHD HROM PLD SI, KY OPRD, D HROM PL VUUM BRKR, 3/4" P, MI. 16" LH "WOODORD" MODL 67-3/4 I PRSSUR RDUI VLV: LD R BROZ BODY, 300 PSI IL RI, S O 60PSI OUL PRSSUR, SS 1003 RIID, S RIID. "WS" SRIS LX65B B1 OIUOUS RUBBR BOO V, RQUIRD SIZ V HRU ROO DIL SL:..S. IRS O X LRR PIP SIZ (XP 4") P40 M MR () (XISI) IW IDIR WS RL OROR P PLUMBI OROR YP YPIL O: SYMBOLS ILLUSRD BOV MY O PPR O H PLS MV HRMOSI MIXI VLV: 1 / "-1"(S PL OR SIZ)SS 1070 D 1017, POI-O-US MIXI VLV. S 105. OLD WR 50.; HO WR 140.; X "POLLO" XPSIO MODL K: MVB POBL WR US, 175 MX. WORKI PRSSUR,.0 LLOS OL VOLUM, 40 PSI ORY PRHR. "MROL" MODL S-5 WB WO WSHR BOX: WHI POWDR OD ML WSHR BOX WIH QURR UR VLVS D WR HMMR RRSORS "UY RY" MODL 8158 WS = I.; V = I.; W = 3/4 I.; HW = 3/4 I. WLL LOU: BRSS PLU WIH ROUD SILSS SL SURD SS OVR, S PL OR SIZ. "ZUR" MODL Z-1468 PLUMBI RL OS 1. OMPL LL WORK I ULL OMPLI WIH H UM, UP,IB, LI SY OD,..P.. D LL LOL ODS D ORDIS. LOOR SIK, S SHDUL ()(R) -OMPRM PRP SIK WIS HDL DRI (YP. 3) "IDIR WS ()(R) RS RP LOU SILSS SL SS OVR W/ OURSUK SRW IISHD WLL. RULLY LYOU D ISLL H PLUMBI SYSMS ILUDI LL OORDIIO WIH MHIL QUIPM, DUWORK, LRIL QUIPM D Y OHR QUIPM H MY RQUIR OORDIIO ORS. OORDI MPORRY U-O O WR D SWR WIH UILIY PROVIDRS. PRORM LL SSRY RHI, BK ILLI, UI, PHI, RPIRI,. SSOID WIH H ISLLIO O H PLUMBI SYSM SHOW O H PLS D DSRIBD I H SPIIIOS. 3. VRIY LL IVRS BOR ROUI Y D LL PIPI. O OMPSIO WILL B MD OR H OROR'S ILUR O OORDI WORK WIH SI ODIIOS. BOM OLLY MILIR WIH LL SPS O H WORK D LL OSRIS D LIMIIOS O H WORK RQUIRD. 4. ROU PIPI S RLY S POSSIBL O H ROUI IDID O H PLS, BU MK MIOR HS I ROUI O OMMOD H ODIIOS H SI. DO O UDRK MOR RROUI O PIPI WIHOU WRI PPROVL ROM IR. MK LL RQUIRD RSIIOS, OSS, MIOR R-LOIOS, D LL SSOID IIS, PIPI, D QUIPM O ISLL OMPL D OPRIOL SYSM. B PRP SIK DIL SL:..S. PROVID S PRSSUR RULOR (WHR RQUIRD) VD O OUDOORS WH LOD ISID S OK B3 1-1/" MI. #3 RBR 3000 PSI OR WLL LOU DIL SL:..S. P41 4" MI 18" MI #3 BRZD O.I., (YP) 5. H PROXIMIY O WR D SWR LIS SHLL B S OLLOWS, ULSS WRI PPROVL ROM H S HLH DPRM SPIIS DIR ODIIOS: WHVR POSSIBL, I IS DSIRBL O LY PRLLL WR D SWR LIS LS PR HORIZOLLY, D H WR LI SHOULD B HIHR LVIO H H SWR LI. I HIS IS O POSSIBL, SPR RHS WILL B RQUIRD I LL SS (HIS SHLL B IV V HOUH O LI HS B ISLLD PRIOR O H OHR), D H WR LI SHLL B LS O OO BOV H SWR LI. WHR LIS IRS H WR LI SHLL B SLVD OR O H SID O H IRSIO. 6. LL ORORS BIDDI O HIS PRO R UIOD O VISI H SI D MK LL SSRY IQUIRIS O DRMI H XISI ODIIOS PRIOR O SUBMII HIR BIDS. O SUBSQU LLOW WILL B MD O OMPS OR LK O PR-BID ISPIOS BY H SUSSUL OROR. Y LIS OURD WHIH MY IRR WIH W OSRUIO SHLL B RLOD I IV D BDOD I IIV BY HIS OROR UDR HIS OR BY IRS OI H RHI OR RULI S O HIR RMOVL, RLOIO,. S OOR OR RIID PIP UIO MI. 6" DIR L 6" MI 1" HMR WO-WY LOU IRO RRUL W/BRSS. S. SRW PLU (YP). IISHD RD SOIL PIP RISR (YP). 7. PROVID SS PLS O LL ISSIBL PLUMBI QUIPM. 8. ISUL LL WLY ISLLD PIPI (DOMSI HO, OLD, D RIR. WR) I H BUILDI. LBL PIP WIH LUID YP D LOW DIRIO. 9. PROVID WLL LOUS LL URILS, SIKS D LVORIS. 10. PRORM PRSSUR S O WS/V LI PR OD. OMPL SUSSUL S PRIOR O OVRI H WORK. 11. PRSSUR S, LUSH D DISI LL DOMSI WR PIPI PR HPR 6 O H PLUMBI OD PRIOR O LLI OR IL ISPIO. RHIUR 03/31/016 RODHL & HUMMLL RHIUR, P.. 3 S OIO DIL SL:..S. 1 DOUBL LOU O RD SL:..S. MI P04 1. RMI LL PLUMBI VS O LSS H 5' ROM Y VILIO IR IKS. OORDI WIH MHIL OROR D MHIL DWS. RMI WIH V P (V). Drawn: LOWR VLLY SIOR R RUILD, M PLUMBI SHDUL D DILS hecked: Date: uthor hecker ilename: 1538 P601

17 M S /S V B - WIH LIHS LRIL SYMBOLS LD LIHI IR LRM SWIHI OMMUIIOS OS: D B OR LOK OUL, SIL RPL WIH BRK & LOK OMBIIO LOK & SPKR WLL MOUD LVISIO OUL SURIY SYSM IRRD MOIO SSOR 48'' V S SURIY SYSM MR DS PL RULR IXUR, ILI MOUD (DIMSIOS S SHOW) ROUD IXUR, ILI MOUD (DIMSIOS S SHOW) RK LIHI (LH S SHOW, HDS O O SL) OS: 1. Lower case letters after a comma in the fixture designation indicate switching. or example, "3, b" indicates a type 3 fixture controlled by switch b.. fixture designation ending in "-" indicates an emergency fixture, even where the fixture symbol may too small to show a half fill clearly. 3. Dimensions and mounting heights in the lighting fixture schedule supercede information implied by these symbols. Symbols are for general reference only. 3 4 WP B S I S IV P P B L M S M S - WIH RROW DOUBL D OUL D OUL, BOV OUR LO PHO OUL POL MOUD IXUR (HDS O O SL) RM SYMBOL DDIIO IDIS WLL MOUI DO SYMBOL DDIIO IDIS PD MOUI BOX SYMBOL DDIIO IDIS LOOR OR I-ROUD MOUI HL ILLD SYMBOL IDIS MRY VRSIO XI SIS (ILL IDIS UMBR O S) LO PHO OUL, BOV OUR OMBIIO D & LO PHO OUL OMBIIO D & LO PHO OUL, BOV OUR BOX IDIS LUSH MOUI I LOOR IRL IDIS LUSH MOUI I ILI SUBSRIP IDIS QUIY O PORS (I MOR H 1) BLL MIROPHO: ILI, WLL D LOOR MOUD RSPIVLY SPKR: ILI, WLL D LOOR MOUD RSPIVLY WLL MOUD HOR/SPKR WIRLSS SS POI IROM OROL SWIH IROM VOLUM OROL URS LL PULL ORD, WLL MOUD PULL ORD, ILI MOUD LL BUO IDIOR LIH OROL SIO 1. VRIY LL MOUI HIHS WIH RHI PRIOR O ROUH-I. R R R WLL MOUD MOUI B V O O SL POWR DISRIBUIO P P /S RI S S DS S M R VSS L V UP U U OH OHP V H. DIMSIOS R O OP O DVI WIH RIM. DUS BK BOX LOIO S RQUIRD. LIYPS SOLID BLK IDIS W DVI RY IDIS XISI DVI O RMI DSHD IDIS XISI DVI O B DMOLISHD DSHD WIH "R" IDIS XISI DVI O B RLOD IR LRM () OROL PL UIOR D HOR/SROB. V=VOI/SROB ILI MOUD HOR/SROB D SROB ILI MOUD SROB IR LRM PULL SIO IR/SMOK DMPR RMO IDIOR LOW SWIH MPR SWIH S DOR SMOK DOR H DOR DU SMOK DOR SUR MOUD LRIL PLU-I RWY DISO SWIH 0 RIOL HORSPOWR DISO SWIH WIH HRML OVRLOD PROIO. P = POL MOOR OR XHUS OROL SIO MR RLY ROUD OIO HRMOS OUL BOX: SIL BK BOX, PLSR RI (ULSS OHRWIS OD) 1/''ODUI D PULL ORD O MH UI UIO BOX, ILI, WLL D LOOR MOUD RSPIVLY BRH IRUI PL BORD, S SHDUL OR MOUI 1D1 RD SLS SI PL KY B D H PD MOU RSORMR WLL MOU RSORMR SUR PROIO DVI ROUD ODUI SUB-OU LIHI/SUR RRSOR UDRROUD LRIL PRIMRY DR UDRROUD LRIL DR UDRROUD OMMUIIOS OVRHD LRIL DR OVRHD LRIL PRIMRY DR UDRROUD LVISIO BL UDRROUD LPHO BL MOUI HIHS 90'' O OP D O LSS H 6'' BLOW IISHD ILI WHR RQUIRD 80'' O BOOM D O RR H 96'' O BOOM 6'-0'' 48'' O OP 0'' O OP 3'' 6'' 5'-0'' O HDL 6'-6''MX 3. LL MOUI HIHS SHLL OORM O H LS DIIO O H MRIS WIH DISBILIIS. (D) S S3 S4 SK S S D RH B L M R RD I I IM L M MH I S OH OHP OHS PV PLMB PL RU U U UP UPS WP PH R VSS XMR WP O DH PS L KP K RL OS 6.## M ## K # 0, 1 POL OL SWIH 0, 3-WY OL SWIH 0, 4-WY OL SWIH 0, 1 POL KY OPRD SWIH 0, WORKD SWIH DIMMR SWIH PUSHBUO SWIH IM LOK SWIH PHOOSSOR ROOM OROLLR (BOV ILI) ILI OUPY SSOR (RROWS IDI VIW) WLL OUPY SSOR (RROWS IDI VIW) POWR OULS 0, 10V, DUPLX RPL 0, 10V, OURPLX RPL P-4W RPL (S PL SHDUL OR DILS) 0, 10V - ROUD UL PROD ( RP. OR BRKR, S RQUIRD OR SSIBILIY) 0, 10V - WHRPROO I US OVR ROUD UL PROD ( RP. OR BRKR, S RQUIRD OR SSIBILIY) 0, 10V, DUPLX RPL, HL SWIHD SPIL RPL ILI MOUD DUPLX RPL, 0, 10V LOOR MOUD DUPLX RPL, 0, 10V SIMPLX YP RPL 0, 10V, DUPLX RPL, BOV OUR DOOR OROLS UOMI DOOR OPR MI DOOR HOLDR DOOR POSIIO SWIH LRI LOK/SRIK KY PD KY RD RDR BBRVIIOS BOV OUR BOV IISHD LOOR BOV IISHD RD RHIURL BLOW OUR ODUI LRIL OROR LRIL LRIL MLLI UBI RL OROR ROUD LROD ODUOR LVIZD RIID ODUI ROUD ROUD UL IRRUPR ISOLD ROUD IRMDI MLLI ODUI LIHI RRSOR MHIL OROR MHIL O I OR O O SL OVRHD LRIL DR OVRHD PRIMRY DR OVRHD SODRY DR POLYVIYL HLORID PLUMBI PL ROOOP UI RSI VOL SUR SUPPRSSR UDRROUD UDRROUD LRIL DR UDRROUD PRIMRY DR U IRRUP BL POWR SUPPLY WHRPROO RSORMR KYD O MHIL QUIPM IDIIIO KIH QUIPM IDIIIO O: SOM O H SYMBOLS SHOW MY O PPR O LL DOUMS OR PLS. RL LRIL OS 1. PROVID, ISLL, D OORDI LL WORK IDID BY HS DRWIS. HIS OSISS O URISHI LL LBOR, QUIPM, SUPPLIS D MRILS I DDIIO O PRORMI LL OPRIOS ILUDI UI, HLI & UDRROUD RHI, BK ILL & MPI SSRY OR H ISLLIO O OMPL POWR, LIHI, OR OHR SYSMS S SHOW.. PRORM LL LRIL WORK I D WORKMLIK MR I ULL OMPLI WIH LL PPLIBL, DOPD, ODS; ILUDI, BU O LIMID O H IOL LRIL OD (), UB, IB, P, D D. LL LOL D S RQUIRMS WILL B OBSRVD DURI H PRORM O HIS WORK. 3. OIY H IR I WRII I DISRPIS BW OR DOUMS D Y SSOID LL OR SY RQUIRMS R DD. H IR WILL MODIY H OR DOUMS ORDILY. I H OROR PRODS W/ Y WORK WHIH IS I VRI O KOW LL OR SY RQUIRMS, H OROR WILL SSUM RSPOSIBILIY OR HIS WORK D WILL PROMPLY ORR H WORK, WH OIID WIHOU DDIIOL OS O H OWR. 4. ILD VRIY XISI ODIIOS PRIOR O OMMI WORK. OIY H IR O Y DISRPIS BOR PRODI. O LIM OR DDIIOL OS OR IM XSIO WILL B LLOWD WIHOU PROPR OI PLUS PRIOR DRMIIO O IM D OS O H OWR. 5. L H IR LRIL SYSM R OMPLIO O H ISLLIO. RMOV LL ORI MR, PI, OR DIR, RS, UDD LBLS OR SIKRS ROM IXURS D QUIPM. RMOV LL RUBBISH D DBRIS UMULD DURI ISLLIO OR H PRMISS. 6. OORDI LL PHSS O H LRIL WORK WIH H RHI D RL OROR. PRORM WORK O US S LIL IOVI S POSSIBL O H OWR. 7. OBI, ROM SYSM SUPPLIRS, LL WIRI DIRMS OR LL QUIPM, PRIOR O Y ROUH-I, O SSUR H PROPR LRIL HRRISIS R PROVIDD, Y IORR WIRI OR DVIS ISLLD BY LRIL OROR WIHOU H WIRI DIRM SHLL B ORRD LRIL OROR'S XPS. 8. VRIY LRIL DVI LOIOS WIH RHIURL S WORK DILS PRIOR O Y ROUH-I. 9. VRIY IL LOIOS O LL SIKS WIH H PLUMBI OROR PRIOR O ROUH-I. Y LRIL DVIS LOD BOV OUR D BHID IL SIK LOIOS WILL B SHID MIIMUM O 8'' O IHR SID O SIK. Y LRIL DVIS L BHID SIK IM O IL LRIL WLK HROUH WILL B RLOD LRIL OROR'S XPS. 10. PRIOR O ISLLIO, H OWR RSRVS H RIH O RLO Y LRIL DVI, UP O DIS O 1", WIHOU DDIIOL HR. 11. ILD VRIY D OORDI H X LOIO O LL SYSMS D QUIPM WIH LL RDS PRIOR O ISLLIO. WHR X LOIOS R SSRY, HY R DIMSIOD O HS DRWIS. WHR HR IS QUSIO O DQU LR OR OORDIIO BW RDS, HIS OROR WILL PRPR S BUIL DRWIS OR IRS RVIW. 1. O UILIY OMPIS (POWR, S, WR, SWR, LPHO, BL V.,.) PRIOR O RHI I ORDR O IDIY UDRROUD UILIIS. OROR SHLL LO SODRY SRVI DRS, UDR- ROUD LRIL BRH IRUIS, SPRIKLR LIS,., PRIOR O RHI. Y U DMD UDR- ROUD UILIIS SHLL RPIRD OR RPLD OROR'S XPS. 13. UILIZ OPPR ODUORS, RD OR 600 VOLS, YP HH/HW ISULIO, ULSS OHRWIS IDID. MIIMUM WIR SIZ #1 W D SRDD OR #8 W OR LRR, RU WIRI I ODUI D PROVID WIR YP QUIPM ROUD, ULSS OHRWIS OD (ILUDI LOW VOL WIRI). 14. UILIZ 1/ IH.M.. ODUI MIIMUM. WHR RQUIRD O PRO ROM PHYSIL DM, US RIID OR IM YP ODUI. RU ODUI OLD ULSS OHRWIS SHOW O H DRWIS. US LXIBL MLLI ODUI WHR DD. PROVID XPSIO IIS OR ODUI ROSSI XPSIO OIS. 15. SUPPOR LL ODUI IDPDLY ROM H BUILDI SRUUR. DO O SUPPOR ROM VILIO DUS, MHIL PIPI, SUSPDD ILI RIDS, OR HIR HRS. US OLY PBL MHODS O SUPPOR. 16. RMII & SPLII: MK LL OIS & SPLIS I BRH IRUI WIRI, #10 W & SMLLR, W/ PPROVD SOLDR LSS OOL OR WIS O OORS. #8 W D LRR US HIH OMPRSSIO BRRL SPLIS WIH SHRIK WRP D MUURR'S OMPIBL OORS I URS, D SIMILR LOIOS; BU O LLOWD I RWYS. LV SUII SLK O PRMI OR MOR SPLIS OR OIS O B RMD I S O UL. 17. M ODUI IIS: I DRY LOIOS US SL S SRW YP OR "RL" DI S S SRW OUPLIS D OORS. DI S IIS WILL O B USD O HIS PRO. DMP/ W LOIOS: US SL OMPRSSIO LD YP OUPLR D OIOS. 18. SUR RWY: WHRVR OLD ODUI I IISHD RS IS O POSSIBL, ISLL SUR MOUD RWYS QUL O WIRMOLD. RU SUR RWYS I ORR O WLL D ILI. LL RWYS H R XPOSD WILL RQUIR RHI'S/ IR'S PPROVL PRIOR O ROUH-I. OLOR BY RHI. 19. YP M (ROMX BL) D M BL WILL O B LLOWD O HIS PRO. 0. DR RWY: I DDIIO O RWY BODI RQUIRD BY OD & OUL BOX BODI UMPRS, SPR, ISULD, R QUIPM ROUD ODUOR. RMI H D O SUIBL LU, BUS, OR BUSHI. 1. LROI/ OMPUR QUIPM D SPIL QUIPM BRH IRUIS: I DDIIO O RWY BODI RQUIRD BY OD D OUL BOX BODI UMPRS, ISLL SPR, ISULD, R QUIPM ROUD ODUOR WIHI BRH IRUI RWY. RMI H D O SUIBL LU, BUS, OR BUSHI.. MII MIIMUM O 4 IH SPRIO BW POWR ODUIS D SIL ODUIS. ROU ODUIS SO S O ROSS H OHR. 3. PROVID WIRI DVIS RD OR H IV PPLIIO S RQUIRD BY OD. 4. ISLL XRIOR WIRI I ODUI. UILIZ WHRPROO IIS D WHRPROO BOXS/ OVRS. 5. SIZ LL BOXS D LOSURS PR H IOL LRIL OD. WORKI SP OR LRIL ISLLIO SHLL B I ORD WIH IOL LRIL OD RIL PROVID 0 MP, 10 VOL, RPL OUL ISLLD SSIBL LOIO OR H SRVII O HI, IR ODIIOI, D RRIRIO QUIPM O ROO OPS, IS, D RWL SPS PR LO H RPL O H SM LVL D WIHI 5' O H QUIPM. ISLL I RPL ROO OP LOIOS WIH S BOX, WHRPROO OVR PL, D MOU OO HRDD IM ODUI SURLY SD I PL I ORD WIH ISLL LS O WLL SWIH-OROLLD LIHI OUL OR R QUIPM RQUIRI SRVII SUH S HI, IR ODIIOI, D RRIRIO QUIPM I I OR UDRLOOR SPS PR LO SWIH POI O RY O H I OR UDRLOOR SP. 8. BRH IRUIS: UILIZ #10 W ODUORS O LL RUS OVR 100'-0". RL DMOLIIO OS 1. I OLD OR UKOW ODIIOS R UOVRD D R VRI WIH ODIIOS SHOW I H OR DOUMS OR O UUSUL UR O ORDIRILY OURD I WORK O HIS KID, OI MUS B IV O H IR BOR PRODI WIH Y DDIIOL WORK. O LIM OR DDIIOL OS OR IM XSIO WILL B LLOWD WIHOU PROPR OI, PRIOR DRMIIO O OS OR IM, D XPS O H OWR.. H DMOLIIO PL SHLL B USD S SHMI UID O DMOLIIO OLY. DDIIOL DMOLIIO MY B RQUIRD O OMPL H W OSRUIO/ RMODLI S IDID O H DRWIS. IMS O DMOLIIO WORK O SPIILLY IDID BU RQUIRD O OMPL H PRO WORK SHLL B ILUDD I H OR SUM. 9. PHS PROIO: ISLL PHS PROIO O LL W 3 PHS MOORS 1HP D BOV D LL 3PH IR HDLI UIS. MUURD BY ULR HMMR D65 OR SQUR D MPS. 30. MULIPL PHS HOM RUS MY SHR OMMO URL XP WH DIMMR/ DIMMI SYSM IS USD, & WH LROI/ OMPUR QUIPM OIOS R RQUIRD. VRIY W/ IR PRIOR O ROUH-I. 31. PROVID SS PLS WIHI H LRIL BID. UR OVR O H PPROPRI RD OR ISLLIO. RR O RHIURL SPIIIO SIOS. 3. OORDI SHOR IRUI RI O PLBORDS D OVR-URR PROIO WIH UPSRM OVR- URR PROIO D VILBL S. PROPRLY IDIY LL PLBORDS W/ LMI LBL & YP LL PL SHDULS. ISLL PLBORDS S IDID O DRWIS D SHDULS. PROVID IRUI BRKRS S RQUIRD. US "HR" BRKRS OR HI /IR ODIIOI LODS, PROVID ROUD-UL IRUI-IRRUPR BRKRS S RQUIRD. PROVID ROUD BR KI WIHI H DISRIBUIO PL, BRH IRUI PL, D LOD R. 33. ISLL MRI D LRIL SRVI R QUIPM I ORD WIH H IOL LRIL OD D LOL LRI UILIY SYSM SDRDS. 34. XD LL ODUI D ODUORS, ISLL LRIL QUIPM S SSRY, D MK LL IL OIOS O MHIL D OWR URISHD QUIPM. LV LL QUIPM I OPRBL ODIIO WIH PPROPRI OVRLOD D SRVI DISO PROIO S RQUIRD BY H PPLIBL ODS. OLLOW MUURRS ISLLIO UIDLIS WHR PPLIBL. 35. OORDI WIH H MHIL /PLUMBI /OROLS OROR O ISUR H LL RQUIRD OMPOS O OROL WORK R ILUDD D ULLY UDRSOOD. O DDIIOL OS SHLL RU O H OWR S RSUL O LK O SUH OORDIIO. RR O H LRIL OIO SHDUL OR MHIL QUIPM D H MHIL-LRIL RSPOSIBILIY BL. 36. ILI PRIOS I IR RD ILIS SHLL OORM O H RQUIRMS O IB SIO 71. I R PRIO R (DRMI R R OR LL DISIPLIS PRI ILI R) XDS R LLOWD, H LRIL OROR SHLL ILUD, S RQUIRD, IR RD LOSUR OR H IXUR I H R. LIHI IXUR YP MY RQUIR ''I'' RI. OSUL RH. OR DILS. 3. DM O H OSRUIO SI USD BY H OROR OR PRY O H OROR DURI H DMOLIIO O OSRUIO PHS SHLL B RPIRD PRIOR O OR D O SUBSIL OMPLIO O DDIIOL XPS O H OWR. 4. LL XISI RMOVD QUIPM WILL B SOKPILD H SI UIL ISPIO BY H OWR'S RPRSIV WILL DRMI WH WILL B SLVD, LL QUIPM O SLVD OR RID BY H OROR OR RUS WILL B HULD O H SI BY HIS OROR. H SOK PIL R WILL B DRMID BY H RHI D OWR. RR O LRIL SPIIIOS SIO ''LRIL DMOLIIO OR RMODLI''. 5. VRIY H LL LRIL QUIPM O RMI OR B RLOD D RUSD R I WORKI ORDR PRIOR O Y DMOLIIO WORK. I H XISI MRIL IS OUD O B IOPRBL, OROR SHLL IORM H OWR O Y DMOLIIO WORK HS BU, Y IOPRBL OR DMD MRIL SHLL B RPIRD OR RPLD H OROR'S XPS. RHIUR Drawn: LOWR VLLY SIOR R RUILD, M hecked: RODHL & HUMMLL RHIUR, P.. LRIL LD D. OS Date: B L /31/016 ilename:

18 XW KYD OS 6.01 XISI ROO XHUSR D RLD HOOD O B RLOD. S RHIURL PLS OR W LOIO. XD ODUORS D ODUI S SSRY. PROVID ODUORS D ODUI ROM RLOD HOOD O RLOD WLL SWIH S SSRY. 6.0 ROO XHUSR O RMI. O WORK RLO HR MODL# H009X68BM SRIL #13L0566 ODSI UI O W ROO BOV. XD ODUORS D ODUI S SSRY. ROU W () #1 D #1 I 1/" DOW HOURH ROO. RO XISI VPOROR RLO HR MODL# H014L6B SRIL# ODSI UI O W ROO BOV. XD ODUORS D ODUI S SSRY S IRD UI HR O B RMOVD BY MHIL OROR. RMOV ODUI D ODUORS BK O PL ROOOP UI O RMI. O WORK HROUH H WLL UI O RMI. O WORK VPORIV OOLR O B RMOVD BY MHIL OROR. RMOV LL ODUI D ODUORS BK O PL. RMOV SWIH D PROVID D ISLL -BOX OVR LOIO O RMOVD SWIH WLL UR LOD I UPSIRS SOR ROOM O B RMOVD BY MHIL OROR. RMOV LL ODUI D ODUORS BK O PL XISI IS LRI WR HR (UDR OUR, 40V) O RMI XISI OUL O B RLOD. XD ODUI D ODUORS O W LOIO SHOW O W POWR PL RMOV D DISPOS O ILI, YPIL LL. RMOV ODUI D ODUORS BK O PL. RMOV ODUORS D ODUI BK O WLL SWIH. PROVID D ISLL -BOX OVR LOIO O RMOVD SWIH LL XISI RPLS D D DVIS I HIS ROOM R O RMI LL KIH QUIPM SHOW O HIS DRWI IS XISI O B RLOD. XD ORIIL IRUI S DD D RO. S KIH QUIPM SHDUL OR QUIPM DILS. 6. RLOD XISI OUL. RO O XISI IRUI. R-ROU ODUORS I WLL. 6.4 XISI LRI WR OOLR O B RMOVD D RISLLD I SM LOIO O W WLL SUR KD KD X X KO KH K KS KH 6.03 X1 X POWR DMOLIIO PL 1/8" = 1'-0" X WP SOR 110 PL B OI DII ROOM 107 O LIHI IRUI WOM M 106 XW 6.16 SOR 11 MDP - 9,11 R3 MDP - 5,7 R 6.16 OI 108 PL XR WRWSH R1 PL MDP 6.16 OI 113 KS 6.19 POWR PL 1/8" = 1'-0" KO KH KH KIH K X X X1 OOLR/ RZR 115 X 6.04 VS 103 R.R. 10 X3 KW KD OMPUR O LIHI IRUI M ROOM 100 MDP - 1,3 RHIUR Drawn: LOWR VLLY SIOR R RUILD, M LRIL POWR PLS hecked: RODHL & HUMMLL RHIUR, P.. Date: B/W L /31/016 ilename: 1538 P101

19 X3 X3 X6 X3 X a b c d O RMI X4 X4 KYD OS 6.08 VPORIV OOLR O B RMOVD BY MHIL OROR. RMOV LL ODUI D ODUORS BK O PL. RMOV SWIH D PROVID D ISLL -BOX OVR LOIO O RMOVD SWIH. 6.1 XISI SWIH O B RMOVD. PH D RPIR. W SWIH O B PROVIDD R W DOOR IS ISLLD PR W LIHI PL XISI SWIHS SRVI RYWY D XRIOR LIHI O B RMOVD. RYWY O B OROLLD BY OUPY SSOR, XRIOR LIHI O B OROLLD BY IRL PHOOLL RPL OUR SWIHS OROLLI LIHI I HIS ROOM WIH LOW VOL DIMMRS. O DIMMRS D OUPY SSORS O LOL ROOM OROLLR WIH 5 BL. 6.3 PROVID SWIH OR MUL OVRRID O W ILI OUPY SSOR. 6.5 PROVID QUIY O OUPY SSORS RQUIRD OR ULL OVR ORDI O MUURR'S SPIIIOS. S D DUS S DD OR PROPR UIO. YPIL LL OUPY SSORS. 6.6 XISI MUL OROLS I KIH O RMI. DD W IXURS O XISI SIL OROL ZO. PL B X X4 X X X5 X5 X5 3 3 X3 X3 X3 X3 X3 X3 X7 X6 b X PL a X7 c X X X X X X X X X4 PL MDP OOLR RZR 1 LIHI DMOLIIO PL 1/8" = 1'-0" RY L SOR 110 V, a V, a DDDD a b c d V, b V, b V, c V, c V, d V, d D6 D6 PL B Panel B M M OI 111 V, a V, a R 6.17 V, b V, b V, c V, c V, d L V, d Panel B 6.3 M WOM 105 D6 M D6 M 106 L SOR 11 V, a Panel B Panel B Panel B Panel B V, a V, b V, b V, c V, c V, d V, d 6.3 OI X7 Panel B L 6.3 L OI 113 M B PL - 5 (XISI) B B 6.6 B X7 KIH 104 B B B B1 WRWSH 114 B1 B1 B1 OMPUR 101 D1 D1 M M M M M ROOM 100 M M M M 03/31/016 RODHL & HUMMLL RHIUR, P.. PL MDP LIHI PL 1/8" = 1'-0" B1 B1 B1 B1 OOLR/ RZR 115 VS 103 R.R. 10 D6 RHIUR Drawn: LOWR VLLY SIOR R RUILD, M LRIL LIHI PLS hecked: Date: B/W L ilename: 1538 L101

20 LOD SUMMRY: MDP LOD SUMMRY: PL LOD SUMMRY: PL B XISI MX DMD: (PR UIL, 15%) IM 8.75 IM DMD LOD (KV) IM DMD LOD (KV) DMD LOD (KV) DDD RMOVD DDD RMOVD DDD RMOVD LIHI (15%) LIHI (15%) PL H MIS. POWR (100%) MIS. POWR (100%) 0 0 MHIL (15%) MHIL (100%) MHIL (100%) W SRVI OL: KV PL B H MPS KV V, 1 PH H: -0. MPS H: -4.0 MPS SRVI PIY: V, 1 40V, 1 PH W PL MDP Location: XRIOR Volts: 10/40 Single.I.. Rating:,000 Supply rom: Phases: 1 Mains ype: MB Mounting: Surface Wires: 3 Mains Rating: 400 nclosure: 3R otes: LODS OLY SHOW OR W IRUIS O HIS SHDUL. S LOD SUMMRIS OR XISI DMD D W OL. B K ircuit Description rip Poles Poles rip ircuit Description K 1 R X R X R RZR LIHS / DOOR OOLR LIHS / OIL 1 13 PL Space Space Space Space Space Space 0 BUILDI RISR LD W OR MODIID I HIS PRO 4 M 400 MB PL MDP W RU W RU W RU XIS OMP. MLO - 40V PL MB - 40V PL B XISI O RMI XISI O B DMOLISHD RISR RL OS 1. LL UDRROUD ODUI O B SHDUL 80 PV. 40V SIL PHS U BUS RD BUS XIS OMP. # 1/0 U # 1/0 U. LL XPOSD XRIOR ODUI O B RIID SL. 3. HIS DIRM IS SHMI, D O IDD O SPIY ODUI ROUI OR D SID O PLS. 4. WHR LUMIUM DRS R SPIID, VRIY H SSOID PLS R RD OR LUMIUM ODUORS. 5. RMIL SRWS O LL LUMIUM DRS SHLL B ORQUD O ODUOR MUURR'S SPIIIOS OSRUIO, D R-ORQUD 90 DYS R OMMISSIOI. 3 SS O (3) # 4/0 L I " OD. W LRIL RISR DIRM # 1/0 U 0'-0" 0'-0" 0'-0" 0' LOOP 30" BLOW RD (3) 3/4" X 10' OPPR LD SL ROUD RODS # RISR KYD OS 1. RPL XISI D-HROUH MDP WIH W MDP WIH SUBD BRKR. S PL SHDUL OR DILS.. XISI MDP IS ROUDD HROUH MR. RPL ROUDI LROD S SHOW. 3. H UDRROUD PORIO O H SRVI LRL PSSS BH BUILDI DDIIO O B OSRUD I HIS PRO. OORDI WIH UILIY O RPL SRVI ODUORS WIH LRR SIZ S SHOW. ROU ROUD BUILDI DDIIO. 4. H UILIY RSORMR D MR WILL D O B RPLD S RSUL O HIS PRO. OORDI WIH UILIY. 5. HIS PL IS XISI O RMI. S PLS D LOD SUMMRY OR BRH IRUI HS. BUILDI PL MDP PL PL B M 300 MB XIS OMP. XIS OMP. MLO - 40V MB - 40V 40V SIL PHS U BUS RD BUS (3) 50 MM U + # U RD. I.5" OD. (3) # U + #8 U RD. I 1.5" OD. 03/31/016 RODHL & HUMMLL RHIUR, P.. 3 RHIUR (3) 50 MM U I.5" ODUI XISI LRIL RISR DIRM Drawn: LOWR VLLY SIOR R RUILD, M LRIL RISR D SHDULS hecked: Date: W L ilename:

21 Point Description SHOR IRUI & VOL DROP LULIOS Phase Source (Point) Source Isc onduit ype Wire/Bus '' value L-L Volts () Length (L) onductor Resistance (R) onductor Reactance (X) f M Motor ontribution UL URR Segment Voltage Drop UMULIV VOL DROP KIH QUIPM OIO SHDUL YP QUIY DSRIPIO B SIZ SHU RIP B RQ. ODUORS OS KD 1 XISI SKD DRYR, 40V 30 o # 10 U + #10 U ROUD O B RLOD K 1 RB DISPOSL, 3/4 HP, 40V 0 o # 1 U + #1 U ROUD O B RLOD KH RS HOOD, 10V 0 o # 1 U + #1 U ROUD O B RLOD KO 1 OVIO OV, S IRD, 1/ HP, 10V 0 Yes # 1 U + #1 U ROUD O B RLOD, RPL B WIH SHU RIP D O O SUL SYS KS 1 SOV / OV OMBO, S IRD, 10V OROLS 0 Yes # 1 U + #1 U ROUD O B RLOD, RPL B WIH SHU RIP D O O SUL SYS KW 1 XISI SKD LOHS WSHR, 10V 0 o # 1 U + #1 U ROUD O B RLOD 1 SRVI 1 0 at the secondary of the utility transformer MDP M Set(s) of 3 PL M 1 Set(s) of 4 PL B M 1 Set(s) of OS O H OROR: 1. H DISS SHOW R OR LULIO PURPOSS OLY. HY SHLL O B USD OR OROR KOS, OR OR BIDDI.. OROR SHLL OIY IR O Y ILD ODIIO H RSULS I H O 10% OR RR IRUI DIS LULIOS R BSD O H "POI-BY-POI" MHOD: Isca (1) = SHOR IRUI URR UL POI #1 Isca () = SHOR IRUI URR UL POI # Isca () = Isca (1) x M(1) M = 1/(1+f) DR: 'f (3Ø) = 1.73 x L x Isca x DR: 'f (1Ø) = x L x Isca x XMR: 'f (3Ø) = IP(sca)x Vp x 1.73 x %Z 100,000 x kv XMR: 'f (1Ø) = IP(sca)x Vp x %Z 100,000 x kv 4/0 L % 1.1% 50 U % 1.3% U %.0% ISsca = Vp x M x IP(sca) Vs LD: M = O-MI ODUI M = MI ODUI B = DR BUSWY PB = PLU-I BUSWY XMR = RSORMR L = LH O IRUI O H UL I (1 WY). I = VILBL SHOR-IRUI URR I MPS H BII O H IRUI. = '' OR OS ROM H BL O '' VLUS OR H ODUORS. = LI-O-LI OR LI-O URL VOL. IP = PRIMRY SHOR IRUI URR IS = IS = SODRY SHOR IRUI URR Vs = SODRY VOL Vp = PRIMRY VOL MHIL QUIPM OIO SHDUL YP DSRIPIO LRIL B PL DIS. UI ODUORS OS W ILI XHUSR 10 V/1-53 V 15 SWIH # 1 U + #1 U ROUD OROL VI SOD RLY I OUPY SSOR X W ILI XHUSR 10 V/1-53 V 15 SWIH # 1 U + #1 U ROUD OROL VI SOD RLY I OUPY SSOR X3 W ILI XHUSR 10 V/1-53 V 15 SWIH # 1 U + #1 U ROUD OROL VI SOD RLY I OUPY SSOR R1 W ROOOP UI 40 V/-700 V 45 IL. # 8 U + # 10 U ROUD O IRL OVI RP. R W ROOOP UI 40 V/-9840 V 60 IL. # 6 U + # 10 U ROUD O IRL OVI RP. R3 W ROOOP UI 40 V/-9840 V 60 IL. # 6 U + # 10 U ROUD O IRL OVI RP. X1 XISI OOLR ODSR 40 V/-700 V 0 RLO # 10 U + #10 U ROUD O B RLOD X XISI RZR ODSR 40 V/-800 V 5 RLO # 10 U + #10 U ROUD O B RLOD X1 XISI ROO XHUSR, 3/4 HP 10 V/ V 0 RPL # 1 U + #1 U ROUD O B RLOD X3 XISI ROO XHUSR 10 V/1-76 V 15 RPL # 1 U + #1 U ROUD O B RLOD XW XISI WR OOLR 10 V/ V 0 ORD/PLU # 1 U + #1 U ROUD O B ROD I SM LOIO LIHI IXUR SHDUL YP DSRIPIO MOUI LMP LRIL MK MODL M X4 VOLUMRI ROR, MDIUM OUPU RSSD LD 10 V/1-40 V OLUMBI L4-35ML-DU V X4 VOLUMRI ROR, VRY HIH OUPU, DIMMI RSSD LD 10 V/1-65 V OLUMBI L4-35VL-DU B1 1X4 KIH ROR, SMOOH LS, SKD RSSD LD 10 V/1-39 V OLUMBI L14-35ML-S19IVRD-U-3 B X4 KIH ROR, SMOOH LS, SKD RSSD LD 10 V/1-45 V OLUMBI L4-35ML-S19IVRD-U-3 LIR WRP LS SUR LD 10 V/1-48 V OLUMBI LW4-35ML-U D6 DIR-IDIR, 6 OO, VRIL WLL LD 10 V/1-60 V ILI S17-LD-V-P-6-HO-35-S-10 D1 DIR-IDIR, 1 OO, LD OR UPLIH WLL LD 10 V/1-110 V ILI S17-LD--P-1-HO-35-S-10 L XI SI WIH LIHS UIVRSL LD 10 V/1-3 V OMPSS R XRIOR - ULL UO SO WIH BRY D PHOOLL WLL LD 10 V/1-6 V KLL 15L-4-7-DB-6L40K-10-LL-BP XRIOR - SQUR DOM WIH BRY D PHOOLL SUR LD 10 V/1- V KLL MS11L-PP-DB-0L35K-D-10-LL-BP XISI ROR RSSD (4) V/1-18 V XISI X XISI ROR RSSD (3) V/1-84 V XISI X3 XISI LIR LSD SUR () V/1-56 V XISI X4 XISI LIR LSD WLL () 8 10 V/1-64 V XISI X5 XISI DOM LS SUR ID. 10 V/1-60 V XISI X6 XISI XRIOR WLLPK WLL ID. 10 V/1-60 V XISI X7 XISI MRY LIH WLL LD 10 V/1-0 V XISI RHIUR Drawn: LOWR VLLY SIOR R RUILD, M LRIL SHDULS hecked: RODHL & HUMMLL RHIUR, P.. Date: W L /31/016 ilename: