Loading...
Office Bldg 516NPR OFFICE 51 A Special Inspections: Building Identification: STAR Job 16-B-78516 Building Size:60x40x18, 1.5:12 pitch roof -- C$ 8556 total ft^2. s 3 NPR OFFICE 51 A f~ ra ?9896 �l i i+ • -. i s r d' a u y SSZONAI ENG Special Inspections: Building Identification: STAR Job 16-B-78516 Building Size:60x40x18, 1.5:12 pitch roof -- 8556 total ft^2. 1. Statement of Special Inspection: Special inspection Building Risk Cat Il, Construction Type VB, no sprinklers beyond that normally inspected in the sequence of construction by the building offical is required for CO o Occupancy: B & S1 (Business & Vehicle Parts), No separation required. following: to (U a Occupancy Density 100 Ft"2/occupont, Occupant load 13 people per Chapter 10, High -Strength Botts - A325 pretensioning for C Cd Requires 1 exit, max travel 200 feet. provided 1 egress routes travel distance less than Building Main Frames connections. 0 U N i- 100 feet Seismic Resistance - Wind Resistance - No special 6-) -j R Size Restrictions: Table 506.2 - 17500 ft^2, without setback increases, Section 903.2.9.1 12.000 ft" 2 inspection required for wind and seismic beyond those normally provided by the building officlal. 0i r- Notes: Contents: This project builds a new Office and warehouse for storage of automotive parts. The building will be a pre-engineered building from Star Building Systems, supported on a reinforced concrete foundations. The building will be single story with a mezzanine. Floor Plan A1.1 Plans Site plan by others Mezzanine Floor Plan A1.2 ROOM Schedule A1.3 NREC Fully conditioned Buildinng R25+R11ci for roof, R13+R10ci Walls, R10 foundation. Doors U<=0.37 (swing) U<= 0.34 OHD Windows U<=0.40 ADA Details A1.4 0) LO Vapor Barriers shall be Installed on the heated side with sealed joints and openings, All weather barriers shall be sealed and or caulked Elevations A2.1 & A2.2 :1* Q consistent with industry good practice. Air leak test required, Air boundary surface =8400 SF. Foundation Plan S1.1 -- ZS (�i Lighting Design build by others, Lighting wattage is limited as listed am sheet 6. Electrician to respect day light zones for switching and Foundation Details S1.1 S1.3 p N lumunaire placement. Floor Structural 51.4 U = (p r, LOADS: Snow: Pf =25 PSF Wall Framing Line 2 S2.1 4- Wind: 85MPH, Exposure C, ht=20ft, Partially Enclosed, Kz=1.0, Kt=1.0, qs=18.5. PSF Iw=1.0 Wall Assembly Sections S2.2 & S2.3 0 .Q Seismic: Cs= 0.13, Ss=..479, S1=.147, Sds=.453 Sd1=.216, Fo=1.415, Fv=2.213, R=3.5 (OSMF) Rho=1.0 Main Floor Lighting Plan E1.1 z -� Dead for steel building 5 PSF, dead for wood walls 15 PSF. Sol]: 1500 PSF vertical bearing. Mezzanine Lighting Plan E1.2 Materials: Plumbing M1.1 I� Steel Building: See steel building submittal DOAS M2.1 Concrete: Fc"=3000 Rebar: ASTM A615 grade 60 except #3 hoops may be Grade 40, use ASTM A706 rebar for all welded applications. Anchor Bolts: ASTM A307 or ASTM A36 or better threaded Rod with Nuts, or J -Bolts, QUALITY ASSURANCE: 1. The owner shall retain an inspection Service independent from the building contractor. The Inspection Service shall be responsible for performing 0 inspections when ordred by the contractor, collecting quality assuance documents, and certifing complance with the plans and specifications. 2. See below for inspection points. 3. The inspections conducted the building official will satisfy the those items usually inspected by the building offiicial. The building official shall designate those Items that will be inspected by the building official. 4. The contractor shall ensure that all inspections are performed and are satisfactory before work is covered. Work covered before it can be certified ? � satisfactory may be ordered to be opened for Inspection at the contractor's expense. Items that are designated unsatisfactory shall be corrected at ❑ 0 o the contractors expense. 00 ao 00 X W zj >, Cl AKAIL 00 0 O (D N50F,r.�� f~ ra ?9896 �l i i+ • -. i s r d' a u y SSZONAI ENG MEZZANINE FLOOR PLAN Scale3116"=1 ft 0 2C "Il D C B A 20' - - - 20' - = - -20' EXIT — Iluminated Exit Sign EI — Emergency Egress Illumination 2A — 2—A rated Fire Extinguisher (nine shown) En L0 4 < U 00 _ 4 D 0 0 W ' t OD ❑CF) Uj C:) M X O U.] A �,t C: (D � COCam LOLO Cl�W W a� tE V WAShr �� yip qy 298966 REST ROOM & ADA DETAILS Scale 114"=1 ft Mirror 17' ma 5' max Sinks 2! 6" min Knee 5" max Clearance ProvEde M Scald XM O Lu �, Co 9" loin 5"prrnooxction 11' min mm Operable Parts_ Operable Parts for plumbing and doors shall be operable with one hand and force to operate shall be less than 5 lbs. The shape of the door hard ware shall be easy to grasp with one hand and not require hard grasping or twisting of the wrist. Door hardware sha inches minimum and 48 inches maximum above the floor. 12" 16" - The rest room surfaces shall be as follows: The floor shall be finished with with smooth hard, non--absorbant surface. Intersection of floors to walls shall have smooth , hard, non--absorbant, vertical base extending upward minimum 4 inches. Walls and partitions within 24 inches of sinks urinals, and toilets shall be smooth hard, non—absorbant surface extending vertical at least 4 feet above floor. m 0 o (Ij to � W00 0Y N I L Q� Ln Q 75 W O LJ 4 Cl- 4— CL -t-4IZ l] z r- Pq Q) 2! Q) Co C:, M XM O Lu �, Co CO0 � O IL � 0) W (f wa r 29696 r,Q' �SSTaNAL E��S I F2 PLAN VIEW F4B PLAN VIEW W F5B PLAN VIEW L, Scale 314"=1 ft #4 24x24 CORNER BARS Scale 112"=1 ft 62" O rn Co 2'-9J" Scale 112"=1 ft ® N d .■ x X LLI FOOTINGFOOTING O�=5 CD ) 0. r � 24"x24"x12 conc footing I 48"x48"x12 cone footing, with Four Four—Solt Thrust Channel with two #4 rebar spaced #4x42" rebar spaced 8" and 6" Four J" dia x 20" min Anchor 8" and 6" bottom Cover .bottom Cover both ways. Six #5 8"x29" vents spaced 7 „ bolts, 3 projection both ways. inches Six #5 8"x29" verts spaced 5" PLINTH Two #3 8"x16" hoops spaced 3" X ° >� n for 2 spaces and 6" thereafter. PLINTH FOOTING x1 #3 8"2" hoops spaced77 Channel Four—Bolt Thrust Channel 60"x60"x12 conc footing, with „ 3 for 2 spaces and 6 Four dia x min Anchor Four 5x59•" rebar spaced 12" thereafter. 1' bolts, 3 " projection and 6" bottom Cover both ways. Six #5 8"x29" verts, Four—Bolt Thrust Channel spaced 6 inches Four" dia x 18" min Anchor bolts, 3" projection F3 PLAN VIEW F4 -A PLAN VIEW F5A PLAN VIEW Scale 314"=1 ft 5" Scale 112"=1 ft Scale 112"=1 ft , FOOTING 48"x48"x12 conc footing, with Four #4x42" rebar spaced 8" and Four --Solt Thrust Channel Four i" "dia x 18" min Anchor bolts, 3 projection FOOTING 6" bottom Cover both ways. 1 —2 36"x36"x12 conc footing o 0 Q ON: 1' Six #5 8"x29" verts spaced 7 inches nominal. PLINTH with four #4x30" rebar #4 24x24 #3 8"x16" hoops spaced 3" V-3;5' spaced 6" and 6" bottom P 1'—i0 " 1 CORNER ARS PLINTH for 2 spaces and' 6" P TAII Cover both ways. Three #3 8"x16" hoops spaced 3" thereafter. ° ° Six #5 8"x29" ventsfor 2 spaces and 6" thereafter. ° O 1'-2" FOOTING PLINTH _ 60"x60"x12 conc footing, with #3 8"x12" hoops spaced 1 3 I Four—Bolt Thrust Channel Four #5x54" rebar spaced 12" 3" for 2 spaces and 6" Four—Bolt Thrust Channel Four J" dia x 18" min Anchor and 6" bottom Cover both thereafter. Four J" dia x 18" min bolts, 3" projection ways. Six #5 8"x29" verts. Anchor bolts, 3" projection spaced 7 inches i F3 SECTION SUR Four—Balt Thrust z F4B SECTION s F5B SECTION VIEW S1.z �_ Scale 314 -1 ft —deal „ Channel, Four dia x BDG „ S1 z Scale 112"=1 ft sz,z Scale 112"=1 ft Four—Bolt Thrust Channel Air 18 min Anchor bolts, Four J" dia x 20" min Anchor Boundary 3" ro'ection bolts, 3" projection Four—Bot nusChannelPLINTH ••' Concrete Floor. Four i" dia x 18" min Anchor I — bolts, 3" projection „ 14 x16 x8 PLINTH Com pacted Grovel #3 8"x12" hoopp,aced 3" for 2 spac�s and. kg,, I I thereafter. `;1 3 I f ,,, PLINTH „ Two #3 8x16 hoops spaced € Floor Crushed rock or sand € l I I 3 for 2 spaces and 6 between footing and floor � l.� thereafter. a :.�13 FOOTING i 36"06"x12 foodg �;" I r-�' �� �`' 3 .a p to FOOTING '. �.. M 1 9 ,vel >_.._ ,_.. , �... �... , :.:.. conc .. „ I + with four #4x30 retia _ FOOTING 48 x48 x12 conc footing, 60"x60"x12 conc footing,with „ „ spaced 6 and 6 bot arm j Four 4x42" rebar s aced 8" and} 6 bottom Cover both ways. 1, Four 5x54 rebar spaced 12 and 6" bottom Cover both Coverboth ways. „ „ y Six 5 8x29 vents n v . ' j' mp Cicteci Gravel I:� Suc #5 8 x29 verts spaced 7 c ripncted gravel I, j E € 3 ° r : , ,, �;., ' I ,, € .�-;= �.:�,r€ ways. Six #5 8"x29" vents. spaced 6 inches < ir`` inches nominal. m �o �N o L Wd .5 —) Q) r , r� (3)Ln 0_1 0 �t O U 00 Cl- 4- 4 O Z --� r/_�/_ i- q W O rn Co UZ ® N d .■ x X LLI O m �rn O�=5 CD ) 0. r � 8 -INCH FROST WALL SECTION s Scale 112"=1 ft Conc Floor 8"x24" Frost124" Two #5 reboBottom, Lap#3 x21" frosspace 10" JLR10 rldgld boProvide prote Pq Q) W LU o UJ 0 00 on � Cu O 7�, 00 Ca d CD 0 CD ei lk,�96 ti SrONAL FLOOR REINFORCEMENT Note: Use a performance engineered mix design that Scale 1"=6" CONTROL ,JOINT < Scale 3/16"=1 ft 8"Thick Nominal mix proposal for approval by the engineer. Use of D C B A • Rebar Middle of slob. ' such as Spray lock can be part of the proposal. 4 e Use minimum 18" development extensions CONTROL JOINT DETAIL SAW -CUT Note: Use a performance engineered mix design that Scale 1"=6" CONTROL ,JOINT < has law shrinkage and moderate strength. Submitt 8"Thick Nominal mix proposal for approval by the engineer. Use of 0�, G- ©- 0 concrete slab plastisisers, larger aggregate, and protective agents 4. • Rebar Middle of slob. ' such as Spray lock can be part of the proposal. 4 e Use minimum 18" development extensions Rebar St nds 4" minimum Thick Use standard 90 degree with 6" extension, 1-1/2" M T Nominal concrete bend radius for perpendicular terminations. slab f f 1-1/2 inch deep saw—cut control joints (CJ). as sh own. Provides elostomeric sleeve around pipe and conduit ' 1 f .... I penetrations {_... I CONTROL JOINT DETAIL SAW -CUT Scale 1"=6" CONTROL ,JOINT < 1-1/2" deep, (Per Plan) CO r-1 0�, G- ©- 0 Q C d G 4. • Rebar Middle of slob. ' e 4 4 e Reba St nds Rebar St nds 4"-8" CONCRETE"" " M T LQ 3" COMPACTLD 'rDP BASF ^ `^ LL VJ f f 3 COMPACTED ROAD BASE __.... !......... ' 1 f .... I COMPACTED NATIVE FILL {_... I _P Z:1- T OJ E 0 d PQ L3 A H m 0 in (U 0� o � LL. iL OD I Ln I m In C_ #: < O - 4- CO r-1 0�, G- ©- 0 z o -� lu I- lPq Q) 0 i, 000) C) lu CD 00 Co co N X W -55 O LU > o0 M T LQ Q ^ `^ LL VJ 'dLo a a'�\�j �r 29896T o r�° ,S �ssxaNAL �aG C: `NOTES 1. Use J%8" expansion bolts spaced 48" to fasten base plate to concrete floor 2. Nail Base plate to subfloor with 12d spaced 12" for the mezzanine level wall. 3. 2x8 pressure treated base plate, with corrosion resistant fasteners 4. 2x8 studs spaced 16", full bearing capable. 5. Fasten Top plate to building floor girder or rafter with suitable J" self—tapping screw 6. Sheet with 1/2 " Gypsum Wall Board, standard attachment with screws or nails 7. Headers 2x6 box headers. 8. Jambs— one king stud and one trimmer. 9. Provide 2x10 blocking for stair rail attachment, F_ STAIR WELL FRAMING Lap plates at Scale 114"=1 ft ing Ballon Framed wall, 2x4, 7 2x fire blo2x1 spaced 16" m H O N 0_Q 0J Co DY (U h Pq 0 LU 0� IL CO CD LU < X M N CC)C�O�- c� 0 =' � f r �r R9B96 .o�STE� ��sraNAL ENDS ..(Z'01C 11911=1 ff 150E-125-30 Furring Channel, fasten to purlins spaced 24", fasten with #10xi" teks. R25 plus R11 liner system,Sheet Ceiling with gypsum wall board (GWB), Attach with #6 self drilling screw: spaced 8", Tape, Texture, & Paint. 2x8 top plate fasten to steel rafter with sutable 4" self tapping screws. 2x8 studs spaced 16", Nail to top and bottom plates with three 16d per standard nailing table (IBC 2304.10.1) Insulate R28, with vapor barrier on mezzanine side, Sheet with GWB, Tape Texture & Paint. B 2x8 Presuure Treated base plate Seal base of wall with suitable cell seal. Air envelope tightness test required. Fasten base plat( to concrete floor with 1/2x8" expansion bolts spaced 48". R25 plus R11 liner system, 2x8 Base plate fasten to sub floor with two 12d nail spaced 16" Attach 1-1/8" sub floor to steel joists and floor girders with suitable i self tapping screw. 0871`125-30 furring channels spaced 24", Attached floor joists with two self drilling and tapping screws to each floor joist. Sheet ceiling with GWB, Attach with #6 self drilling screws spaced 811 , Tape, Texture, & Point. 2x8 top plate fasten to steel Floor Girder with suitable i" self tapping screws. 2x8 studs spaced 16", Nail to top and bottom plates with three 16d per standard nailing table (IBC 2304.10.1) Insulate R28, with vapor barrier on Office side, Sheet with GWB, Tape Texture & Paint. Scale 1 "=1 ft 2x4 stringer support. fasten to wall studs and provide direct bearing pony stud at top of stringer and mid span. Knotch stringers to seat to \ stringer support. ° z WALL SECTION STAIR s 2 scale 112"=1 ft 0 STAIR RM 151 Cover under stair ceiling and walls with J GWB, tape texture paint UNDERSTAIR DETAIL 2x4 stringer support Direct bearing pony stu bl- Scale 112"=1 ft Balloon Frame stair wall to optimize barrier wall strength Three 2x12 stair stringers 2x6 stringer block Fasten stringer and stringer block to stair wall studs and to grid 2 wall studs with two #9x4-1/2" structural screws at each stud 2x4 stringer support. fasten to wall studs and provide direct bearing pony stud at top of stringer and mid span. knotch stringers to seat to stringer support. Trim and seal wall to floor, Air envelope tightness test required 150E-125-30 Furring Channel, fasten to Floor Joists spaced 24", fasten with #10x" teks. Optional Insulation. Sheet Ceiling with gypsum wall board (GWB), Attach with #6 self drilling screws spaced 8", Tape, Texture, & Paint. Trim and seal wall to floor, Air envelope tightness test required ALLS m 0J O � CU00 G�N in,D P4 150E-125-30 Furring Channel, ° fasten to purlins spaced 24", Fasten stringer fasten with #10xi" teles, Install and stringer R25 plus R11 liner system, Sheet block to stair Ceiling with gypsum wall board wall studs and (GWB), Attach with #6 self drilling to grid 2 wall studs with two screws spaced 8", Tape, Texture, #9x4-1/2" & Paint. structural screws XN •N M < w at each stud �Q 150E-125-30 Furring Channel, fasten to girts spaced 24", fasten with #10xa" teks. Install R25 plus R11 liner system, Sheet Walls with gypsum wall board (GWB), Attach with #6 self drilling screws spaced 8", Tape, Texture, & Paint. Balloon Frame stair wall to optimize barrier wall strength Three 2x12 stair stringers 2x6 stringer block Fasten stringer and stringer block to stair wall studs and to grid 2 wall studs with two #9x4-1/2" structural screws at each stud 2x4 stringer support. fasten to wall studs and provide direct bearing pony stud at top of stringer and mid span. knotch stringers to seat to stringer support. Trim and seal wall to floor, Air envelope tightness test required 150E-125-30 Furring Channel, fasten to Floor Joists spaced 24", fasten with #10x" teks. Optional Insulation. Sheet Ceiling with gypsum wall board (GWB), Attach with #6 self drilling screws spaced 8", Tape, Texture, & Paint. Trim and seal wall to floor, Air envelope tightness test required ALLS m 0J O � CU00 G�N in,D P4 IZ UA L! 0) 'a0 U C9 Nati XN •N M < w �Q O� (0 OL TRINGER SUPPORT MID -SPAN DETAIL F77scale 1"=1 ft 2x4 stringer support. fasten to wall studs and +, provide direct bearing pony stud at top of stringer (� and mid span. Knotch i 3 stringers to seat to [— stringer support. Fasten stringer and stringer �6 ° block to stair wall studs and �1 10\00 2x4 to grid 2 wall ° �e� stringer studs with two 5,`�`(� support #9x4-1/2" � CD ,L*.6 structural screws p ° at each stud M s Direct > ° bearing °1 pony stud WALL SECTION 2x4 PARTITION WALL 2 WALL SECTION STAIR 3 WALL SECTION 2x6 INSULATED PARTITION WALL 1 szs LANDING 52,3 Scale 1y2"=1 ft Sz.3 Scale 112"=1 ft Scale 1/2"-1 ft i 03 LO 4$ 75 CLJ 1--1/8" subfloor fasten with self drill & tapping tek O U 00 _17 1-1/8" subfloor fasten with self drill & tapping tek �� 1-1/8" subfloor — tie Fire blocking g steel floor joists c Ci - mezzanine floor to [p -Q steel floor joists landing with subfloor 2x6 top plates, fasten to Z O 08717-125-30 Furring• 2x70 landing joists Channel, fasten to steel floor e floor joist with suitable joist spaced 24", fasten self—drill & tapping tek with suitable self drill & Simpson LU28 hanger where they cross or contact Tapping teks. Sheet Ceiling Fasten Landing Ledge both directions. with gypsum wall board (GWB), Attach with #6 self to Stair wall with 2x6 wall studs spaced 16" drilling screws spaced 8", #9x3" structural Insulate R21, vapor barrier on Tape, Texture, & Paint. screws heated side. Cover with GWB, Cover under stair screws or nails spaced 8" � 2x4 to laces, fasten to p p ceiling and walls with floor joist with suitable GWB, tape texture 2x6 pressure treated base �r self—drill &tapping tek paint plate, fasten to stud with a, where they cross or contact corrosion resistant fasteners. LU both directions. UNDERSTAIR Bolt to concrete floor with a RM 152 1/2x8 expansion bolts spaced Co 2x4 wall studs spaced 16" 48" b ti cover with GWB, screws or x LLJ'in � nails spaced 8" m CO CD 2x4 pressure treated base 0 - plate, fasten to stud with corrosion resistant fasteners. Bolt to concrete floor with 1/2x8 expansion bolts spaced 48"u W $q NOT VQR' C . �yp� & waspr���,d� r— rr a S OVAL Commercial ( Commercial Electric 54663141 11.5 W, 800 lumens, occupancy sensor Nicor ACW-20-4S—UNV-50K, 39 W. 3800 lumens, occupancy sensor Motion & Light Activated LED <F�6 —Defiant—DFI-5852—WH — Motion Sensors with electric eye High Bay LED —DIVA LHB-110W—U-50K—D10 — 110 W, 14,410 Lumens, occupancy sensors Light Switch, tied to occupancy sensors Nf ; WK cir m �o C n, 0 L� C5 (iJ 2_1 off -I C5P �q3 A � C� W LU Ch ' o eco LU m X N CO O W a� m Oma' �o (D 2 03 20' D C B A 20'20 20' 'd 1111111111'( Nicor ACW-20-4S—UNV-50K, 39 W, 3800 lumens, occupancy sensor Light Switch, tied to occupancy sensors a V W aPQ L 3 Q F- m V1 C) 5-- N 0 C3 N Q) MEZZANINE LIGHTING PLAN OC Scale3116"=1 ft full lit C� ceiling U! ��CD(D RM 150 00 w � � � AR m C) M 1 1 D dw oC �� a�-05� EXIT EI 2A Mezzanine RM 200 VII I 1110 'd 1111111111'( Nicor ACW-20-4S—UNV-50K, 39 W, 3800 lumens, occupancy sensor Light Switch, tied to occupancy sensors a V W aPQ L 3 Q F- m V1 C) 5-- N 0 C3 N Q) Z C� o 0) U! ��CD(D 00 w � � � X W �, CO m C) LQ oC �� a�-05� NO w W $q ��OqP{E pF gA9/rj�T$�� � f , ftftT SZbNAL E��4 D DRAIN PLAN Scale 118"=1 R c T B T A "� co r , per RB JF=Fil 14 Z o � r - PQ Sewer Per RB Engineering Potable Water ISO Waterlines no scale route around HWi Column lon Messn Grid 2 In - "M 1 ' °ia Hot water line length about 12 feet, <43ft, recirc not required Hot Insulate Hot water HBi °°m line with minimum sn• fn' 1-112" thick pipe LV 1 insulation suitable for use up to 20OF ur nasus Fi°°r WC1 PeneVation 3" vent to roof To Water co„ Supply^ �— per RB r kN I SEX OFFICE OFFICE Engineering Vent H131 '-91° routes Vent routes around Floor 4• ABs FD1 AGN'ld und _. _.. ..........." ... ._.:...- beam, Grid 2 - - Vent in wall IE -14 umn Dn-It foaet -+a' 2 dap pFv?arotbn - vi G"� Ike 0 oti�to� -°_, DRAIN ISO no scale LV1 Counter OFFICE CONFERENCE LOCKER Rm wall at © Grid D a�a�o Clean ^ 11� FD of " vent out L K ��a`�J WGI le 1E ABS ? E ABS MW [\'L./~— Floor -74' Flmr-12' Though Frost wall 3" Drain under floor s ABs j Potable iE-u;.s• water source OlLn 0J "� co r , per RB -Q Z o � r - PQ Sewer Per RB Engineering P4 LU Ori �3 to sewer O Engineering R F - per RIB Engineering PLUMBING SCHEDULE NTS FIXTURES Description WFSU DFU VENT TRAP COLD HOT Comment LY I FD1 FD NA 2 2" 2" NA NA trap prime from toilet HB1 Hose Bib 3 NA NA NA 1/2 1/2 Frost Free HWi Hot water NA/3 NA NA NA 1/2 1/2 Hot water- 20 gal electric L1 Lavatory 1 1 1-1/4 1-1/4 1/2 1/2 Proximity Valves WC1 Toilet 2.5 6 2" NA 1/2 NA Proximity Valve Anti ---syphon fill valve V1 Water Isolation 3/4 Gate Valve V2 Hot Water Isolation Gate valve or Ball valve V3 Hot Water Supply 1/2 Gate valve or Ball valve TOTALS 6.5 7 I kiD OlLn 0J "� co r , �ED -Q Z o � r - PQ 0 P4 LU Ori �3 CL Y- U) �. R F - I kiD OlLn Z O U = 4- co r , �ED -Q Z o � r - PQ Z 0 (3 O LU � m oo eo 00 XW•No�o LU Ori CL Y- U) �. O �� o� uasryj�r ,ljCn 28896 S °NAL. �Q' EN�� DEDICATED OUTSIDE AIR SUPPLY (DOAS) � Q_ Slmilor DISCHARGE AIR T q i System Description-- This system provide minimum fresh air for four spaces based on the Washington Ventilation Code. These spaces are: Room 100 (hall), Room 110 (retali), Room 150 (warehouse), and Room 200 (mezzanine). This system has an Inlet and discharged damper and four discharge fans, one for each space. The DOAS system is activated when the room lights are on. The electrician con best decide how to provide this function. In the office space, any one of the rooms with a light on should turn the discharge fan on. Specific fan selection and dampers will be by the mechanical contractor. These fans must be: Low sone, Flow capacities at or near above that specified Durable and reliable— 2—year warrantee System commissioning will included verifying fan and damper operation and that air flows ore at or very near those specified. Ducting was intended to be standard metal duct. Lay out can be as best fits the building, but supply and discharge need to be separated sufficient to assure air mixing with the whole room. The equipment was intended to be mounted in the mezzanine space with ducts routed to the respective rooms. 0Zr7:FI��l�lu1 )OAS SUPPLY SIR F1 Rm 100 Exhaust DOAS 6" 120VAC 100 CFM Fan ON with room lights F2 Rm 110 Exhaust DOAS 6" 120VAC 80 CFM Fan ON with room lights F3 Rm 150 Exhaust DOAS 4" 120VAC 53 CFM Fan ON with room lights F4 Rm 200 Exhaust DOAS 8" 120VAC 140 CFM Fan ON with room lights D1 Motorized Damper 12" 01) 3 w W 120VAC Damper OPEN if D2 is open, Supply Air D2 Motorized Damper 12" m OD 120VAC Damper OPEN if any fan on, Discharge Air Motorized dampers are part of the air boundary and must have low leakage sufficient to pass the fan—door test. 1®0 C5 M L 3 A I— r- Pq R`} 9 29996 SSrONAL ��6 LU 20')i CO C) 01) 3 w W X c~ 0 LL.I A co m OD 0 CD IL r U) .. R`} 9 29996 SSrONAL ��6