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HomeMy WebLinkAboutOriginal Plans - Approved 7.01.2015GENERAL NOTES: CONDITIONS OF PERMIT BLCO-12-14-3489, SEPT -12-14-3490 Plus Five, LLC Maintenance Shop/Office Building Travelers Highlands, Lots 3-24 Parachute, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC,, IFC, IECC AND MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) ALL WORK MUST COMPLY WITH THE "INDUSTRIAL" ZONE DISTRICT REGULATIONS. 3) ALL WORK MUST COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION, 1500 PSI', 5) SPECIAL INSPECTOR REQUIRED FOR ON SITE WELDING AND HIGH STRENGTH BOLTING. PROVIDE APPROVAL LETTER AT FRAME INSPECTION. 6) ACCESSIBILTY REQUIREMENTS PER 2009 IBC, CHAPTER 11 AND ICC/ANSI A117.1-2003. 7) LOCAL FIRE DISTRICT SHALL INSPECT FIRE EXTINQUISHERS, ALARMS, ANI) OTHER PERTINENT IFC REQUIREMENTS. FIRE DISTRICT FINAL APPROVAL LETTER IS REQUIRE[:) FOR CERTIFICATE OF OCCUPANCY. 8) CULVERT INSTALLATION SHALL MEET THE REQUIREMENTS OF THE GRFIE:LD COUNTY ROAD AND BRIDGE DEPARTMENT. ROAD AND BRIDGE APPROVAL IS REQUIRED PRIOR TO CO/FINAL INSPECTION. 9) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE MATERIALS PER 2009 IBC, SECTION 414 AND 2009 IFC, CHAPTER 27. 10) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED PRIOR TO FRAME INSPECTION. 11) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 12) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 13) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. .000 - THE DESIGN CRITERIA FOR THIS BUILDING SHALL BE AS FOLLOWS: SNOW LOAD WI N D LOAD: BUILDING OCCUPANCY: SEISMIC: 40 PSF + DRIFTING 90 MPH, 3 SEC GUSTS B/S-1 Ss= 0.319 S,=0.071 ADDITIONAL SEISMIC DATA AS PER STEEL BUILDING MFGR. CODE: SPRINKLER SYSTEM: TYPE OF CONSTRUCTION: ROOF CLASSIFICATION: LOT SIZE: HEIGHT ALLOWED: 55'-0" STORIES ALLOWED: 2 ALLOWABLE AREA PER FLOOR: 70,000 S.F. HEIGHT ACTUAL: STORIES ACTUAL: NONSEPARATED USES PER IBC 2009 508.3.2 TOTAL ALLOWABLE AREA PER FLOOR: ACT JAL AREA - FIRST FLOOR: ACTUAL AREA - SECOND FLOOR: AREA MODIFICATIONS: (PER IBC 2009 SECTION 506) F-1 B IBC 2009 NONE TYPE III B CLASS B 1.60 ACRES 27'-7" 2 12,000 S.F. 19,000 S.F. 12,000 S.F. 5,200 S.F. 1,600 S.F. I f = (F/P-0.25)W/30 ==> (320/320-0.25)30/30 F = Building perimeter along open space = 320 ft P = Building perimeter = 320 ft W = Width of open space (max 30) = 30 If=0.75 Aa= At+ (At x If) + (At x Is)__> 12,000 + (12,000 x 0.75) + (12,000 x 0) Aa= 21,000 SF ACTUAL: B = 3,200 SF F-1 = 3,600 SF TOTAL AREA: = 6,800 SF OCCUPANCY GROUP: B - 1ST FLOOR = 1600 / 100 = 16 B - 2ND FLOOR = 1,600 / 100 = 16.0 F-1 - 1ST FLOOR = 3,600 / 500 = 7.2 (8.4+49.0+16.0+7.2=80.6) NUMBER OF OCCUPANTS: 40 BUILDING TO LOT COVERAGE RATIO: 5,200/109,989 = 4.7% PLUMBING FIXTURES: (TABLE 2901.1) BUILDING OCCUPANCY - 40 OCCUPANTS (20 M, 20 W) WC (M): 1/25 FOR FIRST 50, 1/50 AFTER = 2 REQUIRED; 3 PROVIDED WC (W): 1/25 FOR FIRST 50, 1/50 AFTER = 2 REQUIRED; 2 PROVIDED LAV. - 1/40 FOR FIRST 80, 1/80 AFTER = 1 REQUIRED; 4 PROVIDED \STRUCT 0\ PLANS FOR PLUS FIVE LLC. TRAVEL :RS TIOCK _GI:LANDS SU 10, LOTS 3 PARCHTI NO 2409 2 PARACIIU'I'H, CO )ECEM 3ER1 0) D 24 03 031 _i0RADO 2014 BOX CANOPY BY STL BLDG MFR pow- - 1 ON LWALL PACK LIGE-IT (NP) VICINITY MAP N.T.S. FORD CONSTRUCTION COMPANY, INC. 560 25 ROAD - GRAND JUNCTION, CO 81505 PHONE (970) 245-9343; FAX (970) 245-5090 ..k SKEET INDEX SI1T# SHEET NAME T I .0 TITLE SHEET C I .0 SITE PLAN C2.0 UTILITY PLAN C3.0 GRADING * DRAINAGE PLAN Al .0 IST FLOOR LAYOUT A2.0 2ND FLOOR LAYOUT * WALL DETAILS A3.0 ROOF PLAN *SCHEDULES A4.0 EXTERIOR ELEVATIONS A4. I INTERIOR ELEVATIONS * SECTIONS 51 .0 FOUNDATION PLAN * NOTES S I . I TRENCH DRAIN SYSTEM S I .2 STRUCTURAL SECTIONS * DETAILS 52.0 2ND FLOOR FRAMING PLAN M I .0 MECHANICAL PLAN * EQPT. PI .0 PLUMBING PLAN El .0 LIGHTING * POWER PLAN El . I PANEL SCHEDULES * SITE POWER PLAN CIVIL $ STRUCTURAL ENGINEERING DWT $ ASSOCIATES 667 COPPER CANYON DR. GRAND JUNCTION, CO 81 505 (970) 26 1 - 15 17 MECHANICAL, ELECTRICAL ENGINEERING BIGHORN CONSULTING ENGINEERING INC. 569 S. WESTGATE DR., STE. I GRAND JUNCTION, CO 8 1 505 (970) 24 1 -8709 ARCHITECT DESIGN SPECIALISTS, P.C. 9 I 7 MAIN ST. GRAND JUNCTION, CO 81 501 (970) 241-1903 SOILS ENGINEER HUDDLESTON-BERRY ENGINEERING $ TESTING LLC G40 WHITE AVENUE. GRAND JUNCTION, CO 81 50 I (970) 255-8005 GENERAL CONTRACTOR FORD CONSTRUCTION COMPANY, INC 560 25 RD. GRAND JUNCTION, CO 81 505 (970) 245-9343 co M ca C/3 V7 COC C/3 L 0] CO L W LiJ r 0 z N 6"- • ° . .5".. °•+ ° 'Il 24" 4 4 a 4 4 .44. 4 • 44 ° • .4 0 0 O 0 0 a x x x 0 275' x x x a - Pr ) x WALKER AVENUE PROPOSED NEW SERVICE LOCATION (20) TRUCK CHARGING STATIONS - (12) PARKING BLOCKS (NO STRIPING) PROPOSED LIGHT POLE (o X S 55'32'00" W 600.00' L_ x 25' SETBACK TRAVELERS HIGHLANDS SUBDIVISION BLOCK 10, LOTS 3-5 & 20-24 -X- x TRAVELERS HIGHLANDS SUBDIVISION BLOCK 10, LOTS 1-2 LOT LINE PROPOSED FIRE PROTECTION WATER TANK. SEE DTL: 3/C1.0 180' PROPOSED 66LF FENCE BY OWNER PROPOSED PROPANE TANK PROPOSED ELEC. PANEL x 16'— o I o PANEL C TRAVELERS HIGHLANDS SUBDIVISION BLOCK 10, LOTS 6-19 1.60 AC. PROPOSED LIGHT POLE 100.00' CONCRETE FILLED COVER WITH 6" EAGLE SAFETY POLY SLEEVE 6" SCHD 40 STEEL PIPE IMBEDDED IN CONCRETE - UNDISTURBED SOIL • •4 4 • .4 • ° a 4°, • a .4 4 . ° 4 a 4 ' I 1 I I I EXTERIOR AND INTERIOR BOLLARD DETAIL 1"=1' LIMIT OF WORK 310' 1 (o 29' 60' 8' 0 85.83' EXIST. GRAVEL LOT LEACHING AREA [SEE SHEET C2.0 1 0 aiN _i_ „I{Ff 1, l 1111111111111111 in 1 I I I 1 I I I I l 1 l l l l l l I I Nrrrrsrrirssrrrrssr.'rs�rrrss�rrrrs��rrrnrrinrrrrs� r PROPOSED BACK-UP LEACHING AREA rL11111LLL1. 1 LLLl1LLLJ1111/11LLLl11LLGJILLC/11LLLJILLL/1A x x 160' EXIST. 22' GATE N 1 fU x x x N 55'32'00" E 500.00' x SCARROW AVENUE SITE PLAN 1-1/2" STEEL FILL PIPE W/ PNEUMATIC BREATHER VENT CAP. PART # PNT-ASP-12BV 0 PNEUMAT1CPLUS.COM SOIL =X11-11-11=11-11-11-1EEitjji -1--1-1 I I-11-11-11-11=11111111= -11= �..iIliIl".IliII—Il6-il.�i.11.�i.li—ll1 11=11=11=11=11'-. 11=11="' 11:11:1 Iu=1 F11.1 =I -11: 1111.1 11:11:1 11=1 11=I e1,n 1 "=30' 2" STEEL OUTLET PIPE W/ 5" "STORZ" CONNECTION. GUARDIAN FIRE EQUIPMENT MODEL # 6645 RISER 75444+ ion '/-u—n—a—u—n—� u— 11 -II -11-11=11-1I= :11: I=11 .11-11=11`-11-11-11-1 11= -11-11-11-11=11-11= 1. I=II 11-11-11=11-11-11-1 11= 11-11-11-11'11-11= .II. 1=11 :n1fr-II-II-II11-I 11= "i11N F. 1=11 :11: 1:11:11 :11: 1=11 lit 11: 1:11111 .II. 1=11 II. 11._.1.. F. 1.---1 1. :n: I:�i:l F. 1*1 :11: I:I1 L -iIf 1=1 ______ mI ir 5j1 -11-11-11`-11=11=11=11-11-11=11-1-11-11-11=11`-11=11=11=11=11=II=11=1 11=1111-11-11=11-11=11-11-11-11- 1-.....11.=11.-11-11 .H ...11-1-141=11=11. 5,000 GL POLY TANK PART # N-40943 @PLASTIC-MART.COM 11'-9' WATER TANK DETAIL 1/2”-„i' x 54.17' >' Oj ! O, 0 N .. L' 37' PROPANE TANI C.C31 I 11 15 1514 0 23' WATER TANK APPO'N1 . OVDR_ I 0 40' 9' 14 13 112 111 10 9 90' EMPLOYEE PARKING (10) PARKING BLOCKS (NO STRIPING) 0 PROPOSED LIGHT POLE EXIST. MAN GATE 0 I ==1 I = 00 6' ,, - 20' - - 18 17 16 25' CONC. PARKING PROPOSED BUILDING 6,800 SF 0 OVDR 26' 30'x20' OUTDOOR WORKSTATION SEE S1.1 FOR LAYOUT 1,000 GAL. SEPTIC TANK (UNDER SLAB) SEE SHEET C2.0 A F' ',, •J In 5' AISLE o < 23' -. 4 16.9'x10' GRAVEL AREA UNDER STAIRS PROPOSED 74LF FENCE BY OWNER X EXIST. 22' GATE x x EXIST. WELL VERIFY LOCATION IN FIELD 64' 90' PROPOSED LIGHT POLE 0 m N 24' EXIST. ELECTRIC BY EXCEL ENERGY 1 130' 25' SETBACK 00 x IO GENERAL NOTE: AT MAN DOORS, POUR RAMP TO ADA STANDARDS FOR ACCESSIBILITY. LAND USE SUMMARY ITEM AREA (SF) PERCENT BUILDING 5,200 4.7% PAVEMENT / CONCRETE 2,748 2.5% EXIST. GRAVEL 102,041 92.8% TOTAL 70,000 100.0% PER GARFIELD COUNTY ZONE DISTRICT REGULATIONS, TABLE 3-201 REQUIRES THE FOLLOWING FOR INDUSTRIAL (I) ZONING: LOT SIZE SETBACKS AREA (SF) MIN. LOT AREA (SF) MAX. LOT COVERAGE (%) MAX. FLOOR AREA RATIOFRONT 3,200 REAR SIDE* MAX. HEIGHT 21,780 75 N/A 25 25 14 40 *EITHER 10' OR Y2 OF BUILDING HEIGHT, WHICHEVER IS GREATER. PARKING REQUIREMENTS BUILDING TYPE AREA (SF) SPACE PER AREA TOTAL SPACES NEEDED OFFICES 3,200 1 / 400 8.0 WORKSHOP 3,600 1 / 1,000 3.6 TOTAL SPACES: 12 SPACES PROVIDED: 15 - TOTAL SPACES INCLUDES 1 ADA PARKING SPACE. 0 0 O N 34'28'00" W z PROPOSED LIGHT POLE LL▪ J (f) 0 V) EXIST. 22' GATE LEGEND —X X — — —5055— — GRAVEL CONCRETE BUILDING FOOTPRINT ROOF OVERHANG EXISTING PROPERTY LINE EXISTING EASEMENT LINE EXISTING FENCE EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR ,s4 04 30 15 0 10 20 30 60 100 Scale : 1" = 30' Z O Lc' to t1c°t- C1' Z o 11.1 OCIm cozz� g v � 73 VLL°c; o O FAX (970) 245-5090 co C) 0) LC) N 0 ti 0) W z 0 0 O O c).oO j 03 -0, Lum >tI- C1) Z� IA' W COL d z J d (/) W D W Z 0 Z w D REVISIONS J BY PROFESSIONAL STAMP J SHEET C1.0 DRAWN BY CAC CHECKED BY DWT DATE DRAWN 12-19-14 \ JOB NUMBER 1673 __1 PROFESSIONAL STAMP J SHEET C1.0 W LLJ (f) 0 Z C\J W S 34'28'00" 0 0 0 O 0 O 0 x x TRAVELERS HIGHLANDS SUBDIVISION BLOCK 10, LOTS 1-2 X TRAVELERS HIGHLANDS SUBDIVISION BLOCK 10, LOTS 3-24 2.525 AC. M M 3' MAX INSPECTION PORTS PER MFGR INSTRUCTIONS x I. TO INTERSTATE 70 (EAST -BOUND) WALKER AVENUE S 55'32'00" W 600.00' x -x INFILTRATOR SYSTEMS QUICK4 STANDARD CHAMBER SEE ISDS DESIGN BY HUDDLESTON-BERRY PROJECT NO. 00972-0002 DATE: 02 / 21 / 14 ADDENDUM: 12 / 19 / 14 Peri EXIST. POWER POLE (20) GFI OUTLETS - (10) POLES LIGHT POLE CIRCUIT PANEL "PANEL C" (N.T.S.) if - UE UE x UE UE LIGHT POLE 0 o 0) ti 77.00' TRENCH DRAIN SYSTEM SEE SHEET S1.1 79.1 LF -4" SDR -35 CGS 1.0% DISTRIBUTION BOX LEACHING AREA ■■■■■1■■■■■■■■■■■■■■■■ O?rrrmrrmrrrmrrmrrrmrrrrrrrrrnrrmrrrmrrm� CO G BACKUP ABSORPTION BED CO v ^^ (LLLdJ1L LL/11 LL./J1LLL/J1 LLG/1LLL/11 LLLl1LLlJ11 LLG/1LLL/Jl 160.0' ( 84.00' - x N 55'32'00" E 500.00' x SCARROW AVENUE 34"x48" QUICK4 CHAMBER /2 ROWS OF 21 CHAMBERS 12" BETWEEN ROWS UTILITIES PLAN 1 "=30' DB J J 84.0' 3'MAX o b. 77_/-x/ 7 7 7777 777-777 7/7/ 7 7777-_(01_ 1'/ 7 7777-777777777/7777- 7-77-7777/77 2 v 8.5'x84' LEACHING BACKUP FIELD A /I ALL/-/// L/__//Z1 Z.Z_/_l1 zl/_//ZZ./-/11 _Z Z. /11 1 FINISHED GRADE INSPECTION PORT END CAP (TYP) LOCATE AT END OF ROW OF CHAMBERS SLOPE BACKFILL MATERIAL: ENG. APPROVED GRAVELS & NATIVE ABSORPTION BED DETAIL "=10' 8.5' WIDTH SLOPE QUICK4 STANDARD (TYP) BOTTOM OF BED ABSORPTION BED SECTION N.T.S. OR -35 FRAM S � DISTRIBUTION BOX FINISHED GRADE x $ • 3n UE PROPANE REGULATOR PROPOSED BUILDING 14.6 LF (TO SHOP TRENCH) - 4" SCHED. 40 C@1.25% C.O. © WALL $ $ 1,000 GAL. SEPTIC TANK SEPTIC NOTES 14.2 LF - 4"ISCHED. 40 1% 4. 30 15 0 10 20 30 LIGHT POLE 80.7 LF - 2" WATER LINE TO OFFICES LIGHT POLE W EXIST. WELL & PUMP STATION (BY OWNER) 60 100 Scale : 1" = 30' 1)EFFECTIVE LIQUID CAPACITY SHALL BE NO LESS THAN 1000 GAL. 2)THE INLET INVERT SHALL BE 3 INCHES HIGHER THAN THE OUTLET INVERT. 3)THE OUTLET TEE OR BAFFLE SHALL EXTEND ABOVE THE SURFACE OF THE LIQUID TO WITHIN ONE INCH OF THE UNDERSIDE OF THE TANK TOP AND SHALL EXTEND AT LEAST 14 INCHES BELOW THE OUTLET INVERT. THE DISTANCE FROM THE OUTLET INVERT TO THE UNDERSIDE OF THE TANK SHALL BE AT LEAST 10 INCHES. SZNLET AND OUTLET BAFFLES SHALL BE CONSTRUCTED OF ACID RESISTANT CON - CKRETE FIBERGLASS, PLASTIC, OR OTHER MATERIAL APPROVED BY THE HEALTH OFFICER. BES AFFIXTANK ED TO THE I INET TEES, REQUIRED PEST WIDTHAADPERIMANEDNT WATERPROOFHALL ADHESIVE. BAFFLES SHALL BE INTEGRALLY CAST OR MOLDED WITH THE SEPTIC TANK, AFFIXED WITH A PERMANENT WATERPROOF ADHESIVE OR AFFIXED WITH STAINLESS STEEL CONNECTORS, TOP AND BOTTOM. IIQUID DEPTH SHALL BE A MINIMUM OF 30 INCHES AND THE MAXIMUM DEPTH ALL NOT EXCEED THE TANK LENGTH OR 60 INCHES, WHICHEVER IS LESS. 8)FIRST COMPARTMENT OF A SEPTIC TANK SHALL HOLD NO LESS THAN 1/2 NOR MORE THAN 2/3 OF THE REQUIRED EFFECTIVE CAPACITY. 9)THE TRANSFER OF LIQUID FROM THE FIRST COMPARTMENT TO THE SECOND COMPARTMENT SHALL BE MADE AT A LIQUID DEPTH OF AT LEAST 14 INCHES BELOW THE OUTLET INVERT BUT NOT IN THE SLUDGE ZONE. 10)AT LEAST ONE ACCESS NO LESS THAN 20 INCHES ACROSS SHALL BE PROVIDED TO EACH COMPARTMENT OF THE TANK. 11 THE OPENING COVER OF THE TANK OPENING, INSPECTION PORT, OR SAMPLING A CESS PORT SHALL BE iINSTALLED TO F/G (FINISHED GRADE) 12�RISERS MANUFACTURED FROM CONCRETE OR OTHER APPROVED MATERIAL SHALL B INSTALLED OVER THE OPENING COVERS OF THE ACCESS OPENINGS TO FINISHED GRADE. CONSTRUCTION NOTES 1)SEPTIC TANKS TO BE INSTALLED ON A SOLID BASE AND SHALL BE LEVEL. 2)TANK SHALL BE INSTALLED WITH REMOVABLE COVERS OR ACCESS OPENINGS EXTENDED TO FIG TO PROVIDE ACCESS TO THE INLET AND OUTLET COMPARTMENTS FOR CLEANING AND INSPECTION. 3)TANK TO BE CLEANED ONCE EVERY 3 YEARS MINIMUM WITH REGULAR USE. 4�BACKFILLING AROUND TANK SHALL BE ACCOMPLISHED IN A MANNER TO PREVENT SETTLEMENT AND TO AVOID UNDUE STRAIN ON THE TANK AND PIPES ENTERING AND LEAVING THE TANK. VROOF DRAINS, FOUNDATION DRAINS, AREA DRAINS OR CISTERN OVERFLOWS E NOT TO ENTER THE TANK OR ANY PART OF THE ISDS. 6)_BUILDING SEWER INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE CURRENT INTERNATIONAL PLUMBING CODE 0 O 0 O 0 0 N N) z W LLJ I-- 0 EXIST. GATE (ENTRY) LEGEND - UE UE - W -• - UNDERGROUND ELECTRIC LINE WATER LINE SAN. SEWER LINE GRAVEL CONCRETE BUILDING FOOTPRINT ROOF OVERHANG EXISTING PROPERTY LINE EXISTING FENCE GENERAL UTILITY NOTES: 1. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION PLANS, AND OTHER INFORMATION PROVIDED BY UTILITY COMPANIES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN LOCATES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES T0, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 3. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO WITHIN THE SITE BOUNDARIES. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE PRIVATE OWNER OR DEVELOPMENT REPRESENTATIVES. 4. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE OWNER OR DEVELOPMENT REPRESENTATIVES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. THE INSTALLATION OF WATER SERVICES SHALL BE IN ACCORDANCE WITH THE RULES, REGULATIONS, AND DESIGN STANDARDS OF GARFIELD COUNTY. 6. ALL WATER SERVICES SHALL BE INSTALLED WITH A 5.5' MINIMUM DEPTH OF COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES, THE PROPOSED WATER MAIN GRADE CAN BE VARIED PROVIDED THAT THE MINIMUM DEPTH OF COVER IS MAINTAINED. 7. THE CONTRACTOR SHALL INSURE THAT ADEQUATE BACKFLOW PREVENTERS HAVE BEEN INSTALLED ON ALL NEW WATER SERVICE CONNECTIONS TO AN EXISTING RESIDENCE. 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND SCHEDULING, TO THE BEST OF HIS ABILITY, FOR THE INSTALLATION OF NATURAL GAS, ELECTRIC, CABLE TELEVISION, AND TELEPHONE UTILITIES. 10. OWTS TO BE CONSTRUCTED IN ACCORDANCE WITH REGULATION 43 OF GARFIELD COUNTY. 12. NEW WATER AND SANITARY LINES SHALL BE PRESSURE -TESTED. ABSORPTION BED CALCULATIONS FROM REGULATION 43.10: L.T.A.R. (LONG-TERM ACCEPTANCE RATE) = 0.5 [TABLE 10-1] SIZING ADJUSTMENT FACTOR FOR BED = 1.2 [TABLE 10-2] SIZING REDUCTION FOR INFILTRATORS = 0.7 [TABLE 10-3] DAILY USE = 300 GPD [FROM ISDS REPORT] SOIL TREATMENT AREA REQ'D = 300 / 0.5 = 600 SF ADJUSTMENT FACTORS: 600 x 1.2 x 0.7= 504 SF REQ'D 3'x4' INFILTRATORS NEEDED: 504 / 12 = 42 CHAMBERS - 2 ROWS OF 21 CHAMBERS NOTE THE FOLLOWING SETBACKS MUST BE MAINTAINED: SEPTIC ABSORPTION TANK FIELD LAKE/STREAM/IRRIG. DITCH - 50' LINED WATER COURSE - 10' DOMESTIC WATER CISTERN - 25' DRY GULCH/INT. IRRIG. DITCH - 10' - 10' DOMESTIC WATER LINE - 10' - 50' - 10' - 25' - 25' - 10' - 25' NOTE PROVIDE 4" CLEAN OUTS AT MAXIMUM 100' INTERVALS IN ALL GRAVITY DRAINING EFFLUENT LINES EXCEEDING 100' IN LENGTH NOTE PROVIDE MIN. 12" COVER (18" RECOMMENDED) OVER ALL GRAVITY DRAINING EFFLUENT LINES N OTE PROVIDE MINIMUM SCHD 40 EFFLUENT PIPING UNDER ALL TRAFFIC AREAS, TYP. - ENCASE IN FLOWABLE FILL WITH HIGH DENSITY 1.5" BLUE BOARD COVER IF LESS THAN 24" COVER, TYP. NOTE CALL FOR UTILITY LOCATES BEFORE EXCAVATING NOTE MAINTAIN THE FOLLOWING SET -BACKS BETWEEN ISDS COMPONENTS AND ALL DOMESTIC WATER LINES: SEPTIC TANK - 10' SOLID EFFLUENT LINE - 10' ABSORPTION FIELD - 25' REVISIONS BY J DRAWN BY JRM ■ %Mv vv■IIv ■ ■IIvv • ■v■. COMPANY, INC. CHECKED BY DWT 1 DATE DRAWN 12-19-14 JOB NUMBER 1673 J 11.0116-1 Z 11 V) FI' . 2� hIU' W F.' J F. - D i REVISIONS BY J DRAWN BY JRM CHECKED BY DWT DATE DRAWN 12-19-14 JOB NUMBER 1673 J SHEET C2.0 v T.- 60.37 EG \ X X --------- )( FG ... _ ___________________ _ 60.00 57.85 EG LIMIT OF WORK: 59.45 EG 58.13 GB WALKER AVENUE E0.30 58.50 G E0.75 58.23 58.14 /GB GB GB ,1=== , ," 0 I 0 GRADE BREAK 0 0 0 0 0 1 0 - +- - it .. � - -------------------------- \\I FG ''!1 \ 01 ro 57.20 HP INV 1 , X l1 ' , I , 1..13:1 1 EXIST. MAN GATE 57 - --------- 1--- 55.80-i INV INVERT 1% 55.30/. 56 INV 9 N 54.70 END INV LOCATION OF EROSION CONTROL BERM 1'-2' IN HEIGHT, APPROX. 6' WIDE USE EXCAVATED SOIL FROM SITE TO REMAIN IN PLACE DURING CONSTRUCTION NOTES: *ALL BMPS WILL BE INSTALLED AND MAINTAINED ONSITE AND DRAINAGE TO BE RELEASED ACCORDING TO HISTORIC FLOWS. *FOR OUTDOOR WASH PAD, SEE SHEET S1.1 FOR TRENCH DRAIN SYSTEM. EXISTING ROADWAY EXISTING ROADWAY A DIVERSION RIDGE REQUIRED WHERE GRADE EXEEDS 2% FILTER FABRIC SECTION A -A SUPPLY WATER TO WASH WHEELS IF NECESSARY. FLOW J A 1"-3" COURSE I AGGREGATE MIN. 4" THICK DIVERSION RIDGE 50' MIN NOTES: ------- INVERT 1 1 1 • • • • 56.207 - INV „3.2% cn „4.3% < < 57.58 TOC 57.58 ------------ < < 56.70 57.88 00 TOC 57.68 r.b` TOC \ � TOC �. ,,;3!I 37-1 58.00 FF 57.88 TOC 58.00 FF 57.83 FG h > ri ♦ 57.84 TOW 57.88 57.34 TOC ) TOC 57.96 TOW PROPOSED BUILDING 58.00 FF FF = 5,058.00 TO'96 TOW 58.00 57.88 FF TOC 58.00 57.96 TOC \ TOW 56.70 INV L) 2%, 1 57.78 TOC 57.88/ TOC ♦ 56.55 GB X3.0%♦`♦ GRADE BREAK x 57.88 57.96 TOW TOC 57.46 FG 57.58 TOC/FG <01 ------- ----------------------------------------- 55 SCARROW AVENUE 52---x ,"57.84 TOW 57.34 TOC ) > > 56.29 INV 56.84 TOC 56.69 TOC 56.62 TOC/FG 1'1 ,1 11 1 , 1 I1 1 1 1 3. 0 GRADING & DRAINAGE PLAN 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. IF WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT CONSTRUCTION SPECIFICATIONS: THE AGGREGATE SIZE FOR CONSTRUCTION OF THE PAD SHALL BE 1Y2 TO 3 INCH STONE. PLACE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT. USE GEOTEXTILE FABRICS, IF NECESSARY, TO IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS AND IN ANY CASE SHALL NOT BE LESS THEN 12 FEET WIDE. THE LENGTH OF THE PAD SHALL NOT BE LESS THAN 50 FEET. LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES, AVOID ENTRANCES WHICH HAVE STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. WHEN NECESSARY, WHEELS SHALE BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, STRAW BALES, OR OTHER APPROVED METHODS. MAINTENANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. REPLACE GRAVEL MATERIAL WHEN SURFACE VOIDS ARE VISIBLE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS WITHIN 24 HOURS. TEMP. sGRAVEL CONSTRUCTION ENTRANCE/EXIT DETAIL ABREVIATIONS GB FG FF TOC TOW EG INV HP 20 GRADE BREAK FINISHED GROUND FINISHED FLOOR TOP OF CONCRETE TOP OF SIDEWALK EXISTING GROUND INVERT HIGH POINT 10 0 59.83 EG 57.00 GB W LLJ (J) 0 55.90 EG 20 EL=5055.00 FT EXIST. FENCE POLE aLD ENTRANCE LEGEND 47.31 f FG 1.9% EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR PROP. MAJOR CONTOUR PROP. MINOR CONTOUR GRADE ELEVATION 40 X GRADE DEFINITION PROP. SLOPE CONCRETE BUILDING FOOTPRINT ROOF OVERHANG EXISTING PROPERTY LINE EXISTING FENCE GRADE BREAK LINE SWALE 60 80 Scale 1" = 20' Z OLLcrii F 6' °° z ° cz1ft t-) >11 -5 y Z ani � (i) 73 pV� ligo 116 FAX (970) 245-5090 PHONE (970) 245-9343 C� REVISIONS BY DRAWN BY JRM CHECKED BY DWT DATE DRAWN 12-18-14 JOB NUMBER 1673 J PROFESSIONAL STAMP SHEET C3.0 60' OS TO OS 40' OS TO OS 6"0 STEEL BOLLARD 18'x14' OVDR 4 BOLLARDS PER OVDR (TYP) SEE DETAIL 2 / C1.0 AIR COMPRESSOR BY OWNER STEEL COLUMN BY BLDG MFR (TYP) 1'-6" ROOF OVERHANG (TYPICAL ALL SIDES) 14'x14' OVDR SHOP 3,600 SF (, ooh OFFICE #1 79 SF oi) 1•1111111 MEP "'".111111IIIIIIIIII.:411V.il •r ■r 7/A4. I 14'x14' OVDR SLOPE SHOP FLOOR TO TRENCH DRAIN SEE SHEET S1.1 SEE SHEET S1.1 FOR TRENCH DRAIN SYSTEM SLOPE SHOP FLOOR TO TRENCH DRAIN SEE SHEET S1.1 2x4 WALL TRAINING ROOM 735 SF (,09> 1'-6" GRATE OPY BY STEEL BLDG. MFR 0 14'x14' OVDR CANOPY BY STEEL BLDG. MFR SUMP PIT SEE DETAIL 4/S1.1^ WATER RECLAIM SYSTEM STAIRS HOTSY BY OWNER 18'x14' OVDR 6"23 STEEL BOLLARD GENERAL NOTES: . ALL DIMENSIONS SHOWN TO FACE OF FRAMING. 2. INTERIOR WALLS (U.N.O.) ARE 2x4 WOOD STUDS @ 16" O.C. w/ 5/8' TYPE "X" GYPSUM DRYWALL BOTH SIDES. 3. WALLS ADJACENT TO PLUMBING FIXTURES ARE 2x6 WOOD STUDS @ 1 6" O.C. w/ 5/8' TYPE "X" GYPSUM DRYWALL BOTH SIDES, INSULATED w/ R-19 BATT. 4. COMMON WALL BETWEEN SHOP AND OFFICES IS 2x6 WOOD STUDS @ 16" O.C. w/5/8" TYPE "X" GYPSUM DRYWALL BOTH SIDES, INSULATED w/ R-19 BATT. 5. EXTERNAL STAIRS AT COVERED PATIO 110, PER CODE: 1026.6 EXCEPTION 1. WINDOW SCHEDULE SYMBOL WDW WIDTH WDW HEIGHT MATERIAL TYPE NOTES e 3'-0" 5'-0" VINYL WDW FIXED GLASS (10) ON BLDG EXTERIOR 3'-0" 5'-0" VINYL WDW FIXED GLASS ( I ) ON FIRST FLOOR 4'-0" 4'-0" VIN A DW •- . 5 • ► G 4) •► EC•- •',.- e4 - 3'-0" w 5'-0" VINYL WDW FIXED GLASS (4) IN STAIR WELL # 106 ) FIXED, INSULATED GLAZING INSULATED GLAZING VINYL FRAME VINYL FRAME VINYL FRAME FIXED, INSULATED, 3/4 HR RATED GLAZING PER TABLE 716.6 VINYL FRAME EXTERIOR STAIR WELL 106 EXTERIOR 1) O L[) 00 0 U z z- 0 0 o 1 v U . -) Z I Z > 0? O Zo U Q o 0 0- c (x N O O° LL. 0 o� N) z CO 0 00 Li W z N w 0 O O 0 I 00 N rn 0 U N0 J .0 �o L J� LLJ 0_0_a PROJECT TITLE: w -J 1--- w DRAWING A1.0 SHEET 1 of 5 3'--,k--3'_98"�� 3' SHOP 3,600 SF (ioo) • 40' 1'-6" ROOF OVERHANG (TYPICAL ALL SIDES) r 3'-112" — _ r 3'-4" COUNTERTOP OFFICE #2 184 SF 001) 9'-10" r 26'-88" 1'-6" ROOF LL oO 0 0 O 0 STAIRS DOWN 19' 8'-68" UTILITY ROOM (202) CORRIDOR 13' - OFFICE #3 242 SF (206) (205) 14'-9" H 8 8/A4. I UNISEX (203)11 RSTRM 10'-98" OFFICE #4' 191 SF (207) COUNTERTOP r COUNTERTOP 2'-28"4' 5'-7" Iv) _ ' 3' 2'_6"-714---3' 4'-10" COVERED PATIO (1 1 0) SEE SHEET A1.0 22'-9" 4'-44 3'-114" vo 6'-4�' COUNTERTOP OFFICE #5 145 SF (204) 10'-4 0 ' i0 • OFFICE #6 -� 109 SF (200 0 OFFICE #7r -\ 107 SF co ih O 5'-1$" 4 1'- STA RS DOWN SECOND FLOOR PLAN 1 /4„=1, _0,” 4'-6" 11'-104" /---4'-28" GENERAL NOTES: 1 . ALL DIMENSIONS SHOWN TO FACE OF FRAMING. 2. INTERIOR WALLS (U.N.O.) ARE 2x4 WOOD STUDS @ 16" O.C. w/ 5/8' TYPE "X" GYPSUM DRYWALL BOTH SIDES. 3. WALLS ADJACENT TO PLUMBING FIXTURES ARE 2x6 WOOD STUDS @ 1 6" O.C. w/ 5/8" TYPE "X" GYPSUM DRYWALL BOTH SIDES, AND INSULATED w/ R-19 BATT. 4. COMMON WALL BETWEEN SHOP AND OFFICES 15 2x6 WOOD STUDS @ 16" O.C. w/ 5/8" TYPE "X" GYPSUM DRYWALL BOTH SIDES, AND INSULATED w/ R-19 BATT. 5. SECOND FLOOR DECK 15 SHEATHED w/ 3/4" 05B. G. SECOND FLOOR FRAMING 15 1 1-7/8" WOOD I -JOISTS AND INSULATED w/ R-19 BATT. 7. WOOD BLOCKING AT ALL FIXTURES ANCHORED TO WALLS. 8. ALL EXTERNAL WALLS ARE STEEL. SEE BLDG MFR PLANS FOR DETAILS. 9. EXTERNAL STAIRS AT COVERED PATIO I 10, PER CODE: 1026.6 EXCEPTION I . ROOF PANEL R- I J OVER PURLINS I" SCREWS FOR THERMAL BLOCK 12" o.c. R-5 THERMAL BLOCKS 2x6 WOOD STUD @ 16"o.c. PURLIN BY BUILDING MFR. ROOF SECTION DETAIL %" TYPE "X" GYPSUM DRYWALL (BOTH SIDES) R-19 BATT. INSULATION COMMON WALL SECTION 1 „=1,_0„ * EXTEND TO UNDERSIDE OF ROOF DECK. ti 2x4 WOOD FRAME %" TYPE "X" GYPSUM DRYWALL (BOTH SIDES) OFFICE WALL DETAIL 1 „=1,_0„ Z -GIRT BY BLDG MFR %" TYPE "X" GYPSUM DRYWALL, TAPE, FINISH, & PAINT (COLOR BY OWNER).... 2x4 WOOD STUD @ 16"o. VINYL -FACED R-19 BATT. INSULATION STEEL R -PANEL, BY BLDG MFR Z -GIRT BY BLDG MFR OFFICE OUTER WALL 1 =1 - 2x6 WOOD STUD @ 16"o. %" TYPE "X" GYPSUM DRYWALL (BOTH SIDES) TAPE, FINISH, & PAINT (COLOR BY OWNER) . R-19 BATT. INSULATION PLUMBING WALLS (OFFICE) 2x4 WOOD FRAME %" TYPE "X" GYPSUM DRYWALL (BOTH SIDES) R-11 BATT. INSULATION* *ONLY IN WALLS SURROUNDING RESTROOMS RESTROOM WALL DETAIL Z -GIRT BY BLDG MFR VINYL -FACED R-19 BATT. INSULATION STEEL R -PANEL, BY BLDG MFR Z -GIRT BY BLDG MFR METAL WALL LINER PANEL w/ J METAL CAP SHOP WALL 3/4' T&G OSB--\ 1 1 1 1 1 I -JOISTS @ 16"o.c. 5/8' TYPE "X" GYPSUM DRYWALL - UNDERSIDE 2X4 DOUBLE TOP PLATE 2x4 WOOD FRAME 5/" TYPE "X" GYPSUM < DRYWALL (BOTH SIDES) ACOUSTICAL CEILING—\ 2ND FLOOR I 1 2'-0" 1ST FLOOR WALLS (TYP) UL LISTING: U305 CEILING 108'-6" 1 /2" METAL FURRING CHANNEL @ 16" O.C. ILING? .r:/ r'nnADAMV - - - 2X4 WOOD JOIST @IG"O.C. NO. DATE REVISIONS A\ 2/27/15 JOB NO. 1673 DRAWN: JM CHECK:rbs DATE: 12-18-14 DESIGNER:rbs__ )FFICE /8" TYPE "X" GYPSUM DRYWALL STAIRWELL /2" METAL FURRING CHANNEL @ I G" O.C. .r:/ r'nnADAMV - - - NO. DATE REVISIONS A\ 2/27/15 JOB NO. 1673 DRAWN: JM CHECK:rbs DATE: 12-18-14 DESIGNER:rbs__ ENGINEER: dwt J I / MAIIN JIKttI GRAND JUNCTION COLORADO 81501 C 01 .v lh U u .S .r.) b0..... illi 1,11111111;1 PROJECT TITLE: PLUS FIVE LLC. PARCEL NO. 2409-284-03-001 PARACHUTE, COLORADO SHEET TITLE: SECOND FLOOR PAN & WALL SECTIONS DRAWING A2 SHEET • 0 2 of 5 0 z i w p 1'-6" OVERHANG io 11105 vi O 0 co 60' O.S. 05 05 1 L_ D5 26 ga. R—PANEL ROOFING COLOR BY OWNER SNOW GUARD SHOP RIDGE UNE 2: 12 SLOPE 2: 12 SLOPE y 5HOP SAVE 3'-6" k. SNOW GUARD 19 LF fI 4'-61' /- 1'-6" OVERHANG 4 SNOW GUARD 1'-6" OVERHANG DS 40' O.S. 1'-6" OVERHANG —\ H OFFICE SAVE OFFICE RIDGE LINE 2: 12 SLOPE 2: 12 SLOPE STEEL COVERING BY BLDG. MFR. OFFICE EAVE 26 ga. R—PANEL ROOFING COLOR BY OWNER D5 - D5 4 LF • ti 32'-22" D5 1' OUTSIDE OF STEEL LINE (TYP) GUTTER ALONG LOWER EAVE (TYP) TYPE - A HOLLOW METAL • ti • 19 LF 4'-6" •� ROOF PLAN TYPE - B SOLID WOOD • ti • TEMPERED GLAZING TYPE - C NV LITE 2: 12 SLOPE OFFICE SAVE 4 12 SLOPE D PATIO SAVE PATIO SAVE 22'-9" PATIO COVERING )t-3' FIXED, INSULATED TEMPERED Y4" GLAZING TYPE - STF STOREFRONT BRONZE ALUM. FRAME 4 LF .�— 10'-3$" 4' • • z w O NOTE: THERE ARE 50—LF SNOW GUARDS SUPPLIED FOR ROOF. INTERIOR FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE NORTH THICK. EAST TYPE SOUTH DOOR WEST BUTTS CEILING CEILING HEIGHT REMARKS COM. -GRADE CARPET CERAMIC TILE VINYL COMPOSITE TILE SEALED CONC.- STAINED SEALED CONC.- NO STAIN 4" RUBBER CARPET COVE GDW FINISH, PAINT VINYL -FACED INSUL. CERAMIC TILE TO 40" 8' METAL LINER PANEL GDW FINISH, PAINT VINYL -FACED INSUL. CERAMIC TILE TO 40" 8' METAL LINER PANEL GDW FINISH, PAINT VINYL -FACED INSUL. CERAMIC TILE TO 40" 8' METAL LINER PANEL GDW FINISH, PAINT VINYL -FACED INSUL. CERAMIC TILE TO 40" 8' METAL LINER PANEL A.C. TILE VINYL -FACED INSUL. w z 0 z FIRST FLOOR B 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 NO ' 3/ " - 3° 100 SHOP a . SC LEV - - - AC N 4 3'x7' 1 3/4" RH A 4 1/2" VARIES STEEL D D D D D D D D D D D 7' 101 OFFICE #1 - -4" IM EL 0 A - ER PR \...we 6 3'x7' 1 3/4' LH A 6 3/4" 8'-6" STEEL D D D D D D D 102 PRIVATE RESTROOM 7 3'x7' 1 3/4" RH A 4 3/4" TIMELY STEEL STEEL HM LEVER PRIVACY 3 NO 8 3'x7' I 3/4" LH A 63/4" TIMELY STEEL 8'-6" HM D D D D MI D D 103 WOMEN'S RESTROOM 3'x7' I 3/4' LH A 6 3/4' TIMELY STEEL STEEL HM LEVER PASSAGE 3 NO 10 3'x7'13/4' RH A 8" HM STEEL STEEL HM 8'-6" ENTRY D D M D D M D 3'x7' 1 3/4" LH C 4 3/4" 104 MEN'S RESTROOM OAK SC LEVER PASSAGE 3 NO 12 3'x7' 1 3/4" LH C 4 3/4" TIMELY STEEL OAK SC 8'-6" PASSAGE D D M D D D D 105 RECEPTION RH C 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 NO 14 3'x7' 1 3/4' RH 5 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 8'-6" D D D D D D D 106 STAIRS 4 3/4" TIMELY STEEL OAK SC LEVER PRIVACY 3 NO 16 3'x7' I 3/4' RH C 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 20'-6" D D D D D D 107 ENTRANCE TIMELY STEEL OAK SC LEVER PASSAGE 3 NO 15 3'x7' 1 3/4" U1 C 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 NO 8'-6" D D D D D D D 108 CORRIDOR STEEL HM LEVER ENTRY 3 YES 20 3'x7' 1 3/4' RH A 8" HM STEEL STEEL 11M LEVER ENTRY 3 YES 8'-6" 21 D D D D D D D 109 TRAINING ROOOM LEVER ENTRY 3 YES 22 3'x7' 1 3/4" RH A 8" HM STEEL STEEL HM LEVER ENTRY 3 YES 23 8'-6" 1 3/4" D D M D D D D 110 COVERED PATIO 3 YES 24 1 4'x 14' 2" OVHD - 8" MFR STEEL STEEL HM N/A N/A N/A N/A INSULATED 25 14'x 14' 2" VARIES - D D 111 FRONT CANOPY HM N/A N/A N/A N/A INSULATED 26 14'x14' 2" OVHD - 8" MFR STEEL STEEL HM N/A N/A N/A N/A INSULATED VARIES 18'x 14' D D SECOND FLOOR 8" MFR STEEL STEEL HM N/A N/A N/A N/A INSULATED 28 201 OFFICE #2 ,VP- - _" F: L ST - ,I ► A ► a ► a1 a • 29 30 -- 3'x7' 3'x7' I 3/4' 134.. LH LH 5 B - 8'-6" TIMELY TIMELY w D D D D D D D 202 UTILITY ROOM SEE NOTE 2. SEE NOTE - . w -'° 8'-6" D D D M D D D 203 UNISEX RESTROOM 8'-6" D D D D M D M 204 OFFICE #5 8'-6" D D D D D D D 205 CORRIDOR 8'-6" D D D D D D D 206 OFFICE #3 8'-6" D D D D D D D 207 OFFICE #4 8'-6" D D D D D D D 208 OFFICE #6 8'-6" D D D D D D D 209 OFFICE #7 8'-6" D D D D D D D GENERAL NOTES: 1. %" TYPE "X" GYPSUM DRYWALL ON BOTTOM OF I -JOISTS THROUGHOUT. 2. FLOORING PRODUCT COLORS BY OWNER. 3. GDW - 5/8" TYPE 'X', JOINTS TAPED AND FINISHED. 4. PAINT - PRIMER, TWO (2) COATS COMMERCIAL GRADE INTERIOR PAINT, COLOR PER OWNER. 5. ALL WOOD DOORS TO BE STAINED, ALL HOLLOW METAL MAN DOORS TO BE PAINTED (COLOR BY OWNER). 6. JT25 SEALER FOR SHOP FLOOR AND TRENCH DRAIN. 7. ALL FIRST FLOOR WALLS TO EXTEND TO UNDERSIDE OF I -JOISTS. DOOR SCHEDULE COMPANY, INC. 560 25 ROAD - GRAND JUNCTION, CO 81505 PHfMIF Mr 11 74S-4'4.1 • FAX (QM 745-Sn9n DOOR No. SIZE THICK. hANDAGE TYPE FRAME DOOR LOCK BUTTS CLOSER COMMENTS FRAME DEPTH PROFILE STEEL, GALV, ALUM OR SPECIES STEEL, GALV, ALUM OR SPECIES SC, HM MAKE AND MODEL FUNCTION 1 3'x7' 1 y4" LH STF 4 1/2" MFR ALUM. GLASS ........0 PUSH/PULL ENTRY A3.0 SHEEP 3 of 5 YES SEE NOTE 1. 2 3'x7' 1 3/4" RH B 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 NO ' 3/ " - 3° SIM/ __ E a . SC LEV - - - AC N 4 3'x7' 1 3/4" RH A 4 1/2" HM STEEL STEEL HM LEVER ENTRY 3 YES SEE NOTE 2. 7' 1 .. - -4" IM EL 0 A - ER PR \...we 6 3'x7' 1 3/4' LH A 6 3/4" TIMELY STEEL STEEL HM LEVER PASSAGE 3 NO 7 3'x7' 1 3/4" RH A 4 3/4" TIMELY STEEL STEEL HM LEVER PRIVACY 3 NO 8 3'x7' I 3/4" LH A 63/4" TIMELY STEEL STEEL HM LEVER PASSAGE 3 NO 9 3'x7' I 3/4' LH A 6 3/4' TIMELY STEEL STEEL HM LEVER PASSAGE 3 NO 10 3'x7'13/4' RH A 8" HM STEEL STEEL HM LEVER ENTRY 3 YES 11 3'x7' 1 3/4" LH C 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 NO 12 3'x7' 1 3/4" LH C 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 NO 3 3'x7' I 3/4" RH C 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 NO 14 3'x7' 1 3/4' RH 5 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 NO 15 3'x7' I 3/4' RH B 4 3/4" TIMELY STEEL OAK SC LEVER PRIVACY 3 NO 16 3'x7' I 3/4' RH C 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 NO 17 3'x7' I 3/4" RH C 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 NO 15 3'x7' 1 3/4" U1 C 4 3/4" TIMELY STEEL OAK SC LEVER PASSAGE 3 NO 19 3'x7' 1 3/4' RH A 8" HM STEEL STEEL HM LEVER ENTRY 3 YES 20 3'x7' 1 3/4' RH A 8" HM STEEL STEEL 11M LEVER ENTRY 3 YES 21 3'x7' 1 3/4" LH A 8" HM STEEL STEEL HM LEVER ENTRY 3 YES 22 3'x7' 1 3/4" RH A 8" HM STEEL STEEL HM LEVER ENTRY 3 YES 23 3'x7' 1 3/4" Rh A 8" HM STEEL STEEL HM LEVER ENTRY 3 YES 24 1 4'x 14' 2" OVHD - 8" MFR STEEL STEEL HM N/A N/A N/A N/A INSULATED 25 14'x 14' 2" OVHD - 8" MFR STEEL STEEL HM N/A N/A N/A N/A INSULATED 26 14'x14' 2" OVHD - 8" MFR STEEL STEEL HM N/A N/A N/A N/A INSULATED 27 18'x 14' 2" OVHD - 8" MFR STEEL STEEL HM N/A N/A N/A N/A INSULATED 28 :'.1'' ,VP- - _" F: L ST - ,I ► A ► a ► a1 a • 29 30 -- 3'x7' 3'x7' I 3/4' 134.. LH LH 5 B - 4 3/4" 4 3/4" TIMELY TIMELY w STEEL STEEL w w OAK OAK w w SC SC w LEVER LEVER w _PASSAGE PASSAGE w w 3 3 w w YES YES w SEE NOTE 2. SEE NOTE - . w -'° DOOR NOTES: 1. STOREFRONT GLASS DOOR- TEMPERED & INSULATED GLASS w/ BRONZE ALUMINUM FRAME. PUSH-PULL HARDWARE. THUMB DEAD -BOLT LOCK AND CLOSER, DOOR TO HAVE SIGN READING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". 2. 1 HOUR FIRE RATED DOOR WITH CLOSER ;/' COMPANY, INC. 560 25 ROAD - GRAND JUNCTION, CO 81505 PHfMIF Mr 11 74S-4'4.1 • FAX (QM 745-Sn9n ro N (0 0 z CO DRAWN: JM CHECK: rbs 0 N0. DATE REVISIONS A 2-27-15 /2\ 3-24-15 DATE: 12-18-14 DESIGNER: rbs ENGINEER: d Wt 1 I / MHIIN JIKLLI GRAND JUNCTION COLORADO 81501 C .V U gi U ..r.) b a ........0 PROJECT TITLE: PLUS FIVE LLC. PARCEL NO. 2409-284-03-001 PARACHUTE, COLORADO SHEET TITLE: ROOF PLAN & SCHEDULES DRAWING A3.0 SHEEP 3 of 5 di, OFFICE RIDGE Y 1271-7" di, OFFICE LOWER EAVE 124-0" dh 3110P LOWER EAVE V 120-0" PATIO CANOPY, 2:12 PITCH BY STEEL BLDG. MFR STAIR LANDING Y 12'-0" dh STAIR LANDING 108-2 I / I G" BOLLARD (TYP) A TOP OF SLAB V I 00I-0" R—PANEL BY BLDG MFR COLOR BY OWNER 12 GUTTER SYSTEM BY BLDG MFR (TYP) BOX CANOPY Y STL BLDG MFR WALL PACK LIGHT (TYP) EAST ELEVATION 1 /8" = -0" SNOW GUARD (SEE SHEET A3.0) 51-10P RIDGE Y 1251-3" dh SHOP LOWER EAVE 120-0" DOWNSPOUT BY BLDG MFR (TYP) R—PANEL BY BLDG MFR COLOR BY OWNER BOLLARD (TYP) &TOP OF SLAB V 100'-0" NUCOR CLASSIC 26ga ROOF PANEL BY BLDG MFR, COLOR BY OWNER GUTTER SYSTEM BY BLDG MFR GUTTER SYSTEM 12 4 WINDOW 114'-10" CANOPY LOWER EAVE 1101-4" `r WINDOW 102-0" SNOW GUARD (SEE SHEET A3.0) DOWNSPOUT di, OFFICE RIDGE Y I 27'-7" &OFFICE LOWER EAVE 124-0" dh StIOP LOWER EAVE 120-0" R—PANEL BY BLDG MFR COLOR BY OWNER BOLLARD (TYP) &TOP OF SLAB V I 001-0" NUCOR CLASSIC 26ga ROOF PANEL BY BLDG MFR, COLOR BY OWNER GUTTER SYSTEM BY BLDG MFR 12 R—PANEL BY BLDG MFR COLOR BY OWNER 12 21 12 WALL PACK LIGHT (TYP) 12 SHOP RIDGE 125-3" SNOW GUARD (SEE SHEET A3.0) WALL PACK LIGHT (TYP I 11 CANOPY BY STL BLDG MFR 1 1 1 OUTDOOR PATIO WEST ELEVATION 1/8"=l '-0" RIDGE I 271-7" `r OFFICE LOWER EAVEk 124-0" DOWNSPOUT —BOX CANOPY BY STL BLDG MFR WINDOW I I 4'-10" CANOPY LOWER EAVEia I I0'-4" STAIRS BY W.S.I. dh OFFICE RIDGE V 1271-7" GUTTER SYSTEM BY BLDG MFR (TYP) DOWNSPOUT BY BLDG MFR (TYP) NUCOR CLASSIC 26ga ROOF PANEL BY BLDG MFR, COLOR BY OWNER (TYP) I0 SOUTH ELEVATION 1 /8"=l'-0" METAL ROOF BY BLDG MFR MIMMINI•11•••••11. d62ND FLOOR WDWS 114-10" BOX CANOPY 'Hintl--- STL BLDG MFR R—PANEL BY BLDG MFR COLOR BY OWNER dk I ST FLOOR WDW Y 1 0 1 1-8" 1 3' WDW 11 1[ DOWNSPOUTS II 1111 /\SNOWGUARDS SEE SHEET A3.0 A 111 wLL 1J, Li G H 111 SHOP RIDGE 125-3" GUTTER DOWNSPOUT BOLLARD (TYP) NORTH ELEVATION TOP OF SLADk 100'-0" COMPANY, INC. 560 25 ROAD - GRAND JUNCTION, CO 81505 PHONE (9701 245-9343 : FAX (9701 245-5090 ARCHITECTS AND PLANNERS 917 MAIN STREET a.5 n GRAND JUNCTION COLORADO 81501 1 ..., SHEET TITLE: EXTERIOR ELEVATIONS GRAB BARS - PROVIDE BLOCKING IN WALL TOILET PAPER DISPENSER GRAB BARS - PROVIDE BLOCKING IN WALL TOILET PAPER DISPENSER 12" 24" MIN MIN MIRROR PAPER TOWEL DISPENSER PAPER TOWEL DISP. 34" MAX. T02 SINK RIM, TYP. PROVIDE HANDICAP PROTECTION AS REQ'D BY ANSI A117.1, TYP. PROVIDE HANDICAP_ PROTECTION AS REQ'D BY ANSI A117.1, TYP. EAST VIEW 34" MAX. TO SINK RIM, TYP. WEST VIEW 1 ST FLOOR /4-.1' - 0" NORTH VIEW SOUTH VIEW WOMEN'S RESTROOM 2'-0" I \ , ..) ,I A co N0. DATE REVISIONS 2-27-15 /^z\ 3-24-15 F --4Y =r 1 CHECK: rbs DATE: 12-18-14 , ENGINEER: d Wt \ 1 , r� 34" MAX. T02 SINK RIM, TYP. PROVIDE HANDICAP PROTECTION AS REQ'D BY ANSI A117.1, TYP. PROVIDE HANDICAP_ PROTECTION AS REQ'D BY ANSI A117.1, TYP. EAST VIEW 34" MAX. TO SINK RIM, TYP. WEST VIEW 1 ST FLOOR /4-.1' - 0" NORTH VIEW SOUTH VIEW WOMEN'S RESTROOM t f rn SOUTH VIEW PAPER TOWEL DISP. 54"M I N 39-41" 42" MIN N a CO 1 11" 8" MIN TOILET PAPER DISPENSER 2'-0" I / I A co N0. DATE REVISIONS 2-27-15 /^z\ 3-24-15 F --4Y i 2,1, CHECK: rbs DATE: 12-18-14 , ENGINEER: d Wt \ 1 N .‘,.,U U I t f rn SOUTH VIEW PAPER TOWEL DISP. 54"M I N 39-41" 42" MIN N a CO 1 11" 8" MIN TOILET PAPER DISPENSER MIRROR PAPER TOWEL DISPENSER PAPER TOWEL DISP. NORTH VIEW 34" MAX. TO SINK RIM, TYP. NORTH VIEW WEST VIEW 1 5T FLOOR MEN'S RESTROOM PRIVATE RESTROOM NOTE: PLEASE REFER TO STAIRCASE DESIGN BY WESTERN SLOPE IRON, DATED 11-24-14 11" TREAD 646" RISER FOOTINGS BY STRUCTURAL ENG. SEE S1.0 GROUT (TYP) PROVIDE BLOCKING IN WALL (TYP ALL COUNTERS) OPEN UPPER COUNTER 5'-7" UPPER COUNTER TOP 15" S.S. DROP-IN SINK LOWER COUNTER TOP PER ADA SPECIFICATIONS MIRROR PAPER TOWEL DISPENSER PAPER TOWEL DISP. TOILET PAPER DISPENSER CORBEL 5" PATIO SLAB PER DTL:2/S1.0 14 TREADS © 11" = 12'-10" 13'-9" GFI ELECTRIC OUTLET FOR COFFEE MAKER 20" MINI FRIDGE GFI ELECTRIC OUTLET FOR MINI FRIDGE FRONT VIEW - A SIDE VIEW - B 34" MAX. TO) SINK RIM, TYP. EXTERIOR STAIRS GROUND TO LANDING RECEPTION COUNTER /4-.1 ' -0" COFFEE BAR WEST VIEW SOUTH VIEW NORTH VIEW 2ND FLOOR - UNISEX RESTROOM OFFICE R -PANEL ABOVE SHOP ROOF, BY BLDG MFR HANG CEILING FROM ROOF PURLINS OFFICE ROOF BY BLDG MFR SHOP ROOF BY BLDG MFR Win ROOF PURLINS BY BLDG MFR 2x4 HANGING ACOUSTIC CEILING R-19 BATT INSULATION %" TYPE "X" GYPSUM DRYWALL BOTH SIDES COUNTERTOP (TYPICAL UPSTAIRS OFFICES) R-19 BATT INSULATION BETWEEN I -JOISTS OFFICE COLUMN (FLUSH) BY BLDG MFR 2x4 WALL w/ %" GDW BOTH SIDES FLUSH COLUMN BY BLDG MFR Z -GIRT BY BLDG MFR 34" T&G OSB 2x6 DOUBLE TOP PLATE 2x4 HANGING ACOUSTIC CEILING (3) 2x6 BLOCK ® WDW 1111-110011111111111.J. OAK HAN RAILS, BO SIDES R-19 BATT. INSULATION BETWEEN GIRTS 8" GIRT BY BLDG MFR (TYP) Z -GIRT BY BLDG MFR R-19 BATT. INSULATION BETWEEN GIRTS R -PANEL BY BLDG MFR OFFICE -SHOP COMMON WALL %S" TYPE "X" GYPSUM DRYWALL, TAPE & PAINT (COLOR BY OWNER); CONSTRUCT TO BOTTOM OF SHOP ROOF METAL WALL PANEL LINER TO 8'-0" HT. (TYP SHOP) 2x6 SINGLE PLATE %" TYPE "X" GYPSUM DRYWALL BOTH SIDES R-19 BATT INSULATION 2x6 SINGLE PLATE TOP OF SLAB 100'-0" INTERIOR STAIR SECTION 2'-0" I I A co N0. DATE REVISIONS 2-27-15 /^z\ 3-24-15 r) co z O DRAWN: JM CHECK: rbs DATE: 12-18-14 DESIGNER: rbs ENGINEER: d Wt ARCHITECTS AND AND PLANNERS 11111111111111111111111111111111.111111_ 417 MAIN cTRFFT 1 .‘,.,U U \--....,-J o PROJECT TITLE: PLUS FIVE LLC. PARCEL NO. 2409-284-03-001 PARACHUTE, COLORADO IF DRAWING A4.1 SHEET 5 OF 5 MIRROR PAPER TOWEL DISPENSER PAPER TOWEL DISP. NORTH VIEW 34" MAX. TO SINK RIM, TYP. NORTH VIEW WEST VIEW 1 5T FLOOR MEN'S RESTROOM PRIVATE RESTROOM NOTE: PLEASE REFER TO STAIRCASE DESIGN BY WESTERN SLOPE IRON, DATED 11-24-14 11" TREAD 646" RISER FOOTINGS BY STRUCTURAL ENG. SEE S1.0 GROUT (TYP) PROVIDE BLOCKING IN WALL (TYP ALL COUNTERS) OPEN UPPER COUNTER 5'-7" UPPER COUNTER TOP 15" S.S. DROP-IN SINK LOWER COUNTER TOP PER ADA SPECIFICATIONS MIRROR PAPER TOWEL DISPENSER PAPER TOWEL DISP. TOILET PAPER DISPENSER CORBEL 5" PATIO SLAB PER DTL:2/S1.0 14 TREADS © 11" = 12'-10" 13'-9" GFI ELECTRIC OUTLET FOR COFFEE MAKER 20" MINI FRIDGE GFI ELECTRIC OUTLET FOR MINI FRIDGE FRONT VIEW - A SIDE VIEW - B 34" MAX. TO) SINK RIM, TYP. EXTERIOR STAIRS GROUND TO LANDING RECEPTION COUNTER /4-.1 ' -0" COFFEE BAR WEST VIEW SOUTH VIEW NORTH VIEW 2ND FLOOR - UNISEX RESTROOM OFFICE R -PANEL ABOVE SHOP ROOF, BY BLDG MFR HANG CEILING FROM ROOF PURLINS OFFICE ROOF BY BLDG MFR SHOP ROOF BY BLDG MFR Win ROOF PURLINS BY BLDG MFR 2x4 HANGING ACOUSTIC CEILING R-19 BATT INSULATION %" TYPE "X" GYPSUM DRYWALL BOTH SIDES COUNTERTOP (TYPICAL UPSTAIRS OFFICES) R-19 BATT INSULATION BETWEEN I -JOISTS OFFICE COLUMN (FLUSH) BY BLDG MFR 2x4 WALL w/ %" GDW BOTH SIDES FLUSH COLUMN BY BLDG MFR Z -GIRT BY BLDG MFR 34" T&G OSB 2x6 DOUBLE TOP PLATE 2x4 HANGING ACOUSTIC CEILING (3) 2x6 BLOCK ® WDW 1111-110011111111111.J. OAK HAN RAILS, BO SIDES R-19 BATT. INSULATION BETWEEN GIRTS 8" GIRT BY BLDG MFR (TYP) Z -GIRT BY BLDG MFR R-19 BATT. INSULATION BETWEEN GIRTS R -PANEL BY BLDG MFR OFFICE -SHOP COMMON WALL %S" TYPE "X" GYPSUM DRYWALL, TAPE & PAINT (COLOR BY OWNER); CONSTRUCT TO BOTTOM OF SHOP ROOF METAL WALL PANEL LINER TO 8'-0" HT. (TYP SHOP) 2x6 SINGLE PLATE %" TYPE "X" GYPSUM DRYWALL BOTH SIDES R-19 BATT INSULATION 2x6 SINGLE PLATE TOP OF SLAB 100'-0" INTERIOR STAIR SECTION bUKU GUNS I KUU I IUN COMPANY, INC. 560 25 ROAD - GRAND JUNCTION, CO 81505 PHflMF (Q7n\ 74c_Q_lin • FAX (Q7n\ 94F_cnQn id N0. DATE REVISIONS 2-27-15 /^z\ 3-24-15 r) co z O DRAWN: JM CHECK: rbs DATE: 12-18-14 DESIGNER: rbs ENGINEER: d Wt ARCHITECTS AND AND PLANNERS 11111111111111111111111111111111.111111_ 417 MAIN cTRFFT .‘,.,U U ILTho--- IIIIIII PROJECT TITLE: PLUS FIVE LLC. PARCEL NO. 2409-284-03-001 PARACHUTE, COLORADO SHEET TITLE: INTERIOR ELEVATIONS Bc BUILDING SECTIONS � J DRAWING A4.1 SHEET 5 OF 5 0 \ \ N N z O o 0 0 CV N 0 0 15' 22' 60' CONC. 0 0 23' 20' 0 40' CONC. 20' TYPICAL OFFICE COLUMNS TRENCH DRIN SYSTEM SEE S1.1 36.0k + <B> 9.0k (B> 9.Ok // 1 31.8k \36.Ok (4) 5 -TON BRIDGE CRANE COLUMNS SHOP FLOOR 5" CONC. WWF 66/44 12" THICKENED SECTION, TYP 39'-42" OFFICE FLOOR 4" CONC. WWF 66/1010 - TYPICAL CRANE COLUMNS z: J mioo f--1 --I (9) 1'x1' FOOTINGS FOR METAL STAIRCASE LANDINGS (TYP) 0 N A. *�I TYPICAL OFFICE 30.8k 25.8k 33"x33" SUMP PIT SEE SHEET S1.1 T 5' TYP - PATIO COLUMN (B> 6.3k ( D 23.5k TYPICAL SHOP 26.0k B> 7.8k TYPICAL TYPICAL SHOP OVDR COLUMNS FOUNDATION PLAN 1 /8"=1 '-0" 23'-12" CONC. 3.0k 16'-102" GRAVEL 2"-3" GRAVEL 5.0k C) 0 0 0 0 0 0 00 0 0 CONCRETE NOTES I . ALL CONCRETE DESIGN, MATERIALS AND CONSTRUCTION SHALL CONFORM TO ACI STANDARD 3 18-05, THE IBC 2009 EDITION, THE CRSI MANUAL OF STANDARD PRACTICE AND THE PROJECT SPECIFICATIONS. ALL AGGREGATE SHALL BE ANGULAR AND SHALL BE IN ACCORDANCE WITh APPLICABLE IBC STANDARDS. MECHANICALLY VIBRATE ALL CONCRETE WHEN BEING PLACED. 2. CEMENT FOR CONCRETE SHALL BE TYPE -II PORTLAND CEMENT IN ACCORDANCE= WITH ASTM C 150 AND ALL APPLICABLE IBC STANDARDS. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS: FOOTING, WALL, PIERS 3500 PSI CEMENT TYPE I/11 SLABS ON GRADE 3500 PSI CEMENT TYPE I/11 4. ALL REINFORCING BARS SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM AG 1 5, GRADE GO, EXCEPT PILASTER TIES, GRADE BEAM STIRRUPS, AND DOWELS MAY BE GRADE 40. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A70G, GRADE GO. 5. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH THE ACI DETAILING MANUAL, LATEST EDITION. THE USE OF HEAT WHILE BENDING BARS WILL NOT BE PERMITTED. FORMWORK SHALL BE DESIGNED, ERECTED AND REMOVED IN ACCORDANCE WITLI THE SPECIFICATIONS. G. REINFORCEMENT SHALL BE SECURELY TIED AND SHALL BE SUPPORTED WITH PLASTIC CHAIRS OR HUNG FROM FORMS. 7. REINFORCEMENT SHALL BE PLACED SO THAT THE FOLLOWING MINIMUM CONCRETE PROTECTION IS PROVIDED UNLESS NOTED OTHERWISE. CONCRETE SURFACES POURED AGAINST GROUND 3" CLEAR FORMED SURFACES EXPOSED TO GROUND OR WEATHER BARS #G AND LARGER 2" CLEAR BARS #5 AND SMALLER I - I /2" CLEAR SLABS ON GRADE AT CENTERS ALL BARS TO BE CONTINUOUS AROUND CORNERS 8. GRADE BEAMS/STEMWALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT MID SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS SPACED G" ON CENTER, UNLESS NOTED OTHERWISE. 9. ALL FOUNDATION EXCAVATIONS, BACKFILL AND COMPACTION TO BE INSPECTED AND CERTIFIED BY GEOTECHNICAL ENGINEER. ALL REPORTS ARE TO BE SUBMITTED TO THE ENGINEER BEFORE GRADE BEAMS, PADS, FOOTERS, OR PILE CAPS ARE POURED. 10. CONTINUOUS HORIZONTAL BARS AND CORNER BARS IN FOOTING, STEMWALLS/GRADE BEAMS AND SLABS SHALL BE LAPPED A MINIMUM OF 3G BAR DIAMETERS AT SPLICES. SPLICE LOCATION SHALL BE STAGGERED WHERE POSSIBLE. I I . VERTICAL DOWEL BARS IN WALLS AND COLUMNS SHALL BE LAPPED A MINIMUM OF 4G BAR DIAMETERS, UNLESS NOTED OTHERWISE. 12. ADDITIONAL (2) #5 BARS (ONE EACH FACE) WITH A 2'-0" PROJECTION SHALL BE PLACED DIAGONALLY ACROSS THE CORNERS OF ALL OPENINGS AND VERTICAL STEPS IN WALLS. 13. STEMWALLS/GRADE BEAMS BELOW GRADE SHALL HAVE BACKFILL PLACED EQUALLY ON BOTH SIDES UNTIL THE REQUIRED LEVELS ARE REACHED. 14. WHERE ALL INTERIOR SLABS ON GRADE ABUTT WALLS, A BOND BREAKER OF ASPHALT IMPREGNATED CELOTEX SHALL BE PROVIDED BETWEEN WALL AND EDGE OF SLAB. 1 5. CONTROL AND/OR CONSTRUCTION JOINTS IN SLABS ON GRADE SHALL BE A MAXIMUM OF 15 FEET IN ANY ONE DIRECTION. CONSTRUCTION JOINTS SHALL BE DOWELED. I G. CONSTRUCTION JOINTS (COLD JOINTS) SHALL BE PROVIDED IN WALLS AND GRADE BEAMS WHICH ARE OVER 70 FEET IN A STRAIGHT RUN. WATERSTOPS AND KEYWAYS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS WHERE INTERIOR SLABS ON GRADE OCCUR BELOW EXTERIOR GRADE. ALL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ENGINEER. 17. CAST -IN-PLACE CONCRETE SHALL BE SUBJECT TO TESTING BY AN INDEPENDENT TESTING LABORATORY AS FOLLOWS: 3 TEST CYLINDER FOR FOOTINGS, 3 TEST CYLINDER FOR STEM WALLS AND 3 TEST CYLINDER FOR FLATWORK. GENERAL NOTES I . DESIGN OF FOUNDATION IS BASED UPON CONDITIONS OUTLINED IN THE hUDDLESTON-BERRY REPORT ENTITLED GEOTECHNICAL AND GEOLOGIC HAZARDS INVESTIGATION TWO IN THE LOOP, PARACHUTE, COLORADO, PROJECT #00972-002 DATED FEBRUARY 18, 20 14. MAXIMUM ALLOWABLE BEARING PRESSURE: I ,50019sf- SITE SPECIFIC CONDITIONS TO BE VERIFIED BY GEOTECHNICAL ENGINEER IN WRITING PRIOR TO PLACEMENT OF FORMS. THIS SOILS REPORT IS AN INTEGRAL PART OF THE FOUNDATION DESIGN AND SHALL BE CONSIDERED AS PART OF THE PROJECT DOCUMENTS AND SPECIFICATIONS FOR CONSTRUCTION AND ESTIMATING PURPOSES. CONTRACTOR SHALL HAVE ONE COPY ON SITE DURING CONSTRUCTION. ALL EXCAVATION, SUBGRADE, AND COMPACTION CONSIDERATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND GEOTECHNICAL ENGINEER. 2. SOIL BENEATH SLABS ON GRADE SHALL BE SOLID, COMPACTED, FREE OF FROST, WATER AND FOREIGN DEBRIS, APPROVED STRUCTURAL FILL COMPACTED IN ACCORDANCE WITH SPECIFICATIONS WITH MINIMUM DENSITY AS FOLLOWS: FOOTINGS, WALLS 95% OF MAXIMUM STANDARD PROCTOR ASTM DG98 15.0� SLABS 95% OF MAXIMUM STANDARD PROCTOR ASTM DG98 BACKFILL OF FOUNDATION EXCAVATION - 95% OF MAXIMUM STANDARD PROCTOR (NON -SWELLING MATERIAL TO BE GEOTECHNICAL ENGINEER APPROVED PRIOR TO INSTALLATION) FOUNDATION BACKFILL TO BE INSPECTED AND CERTIFIED IN WRITING BY GEOTECHNICAL ENGINEER PRIOR TO CERTIFICATION OF CONSTRUCTION BY FOUNDATION ENGINEER. 3. GEOTECHNICAL ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF FORMING TO INSPECT THE EXCAVATION TO DETERMINE THAT THE SOIL CONDITIONS ARE CONSISTENT WITH DESIGN CRITERIA. IF THE SOIL PROPERTIES ARE FOUND TO BE DIFFERENT FROM THIS CRITERIA, THEN THE ENGINEER SHALL BE PROMPTLY NOTIFIED SO THAT THE FOUNDATION DESIGN MAY BE REVIEWED. 4. ENGINEER/BUILDING DEPT SHALL BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF CONCRETE PLACEMENT TO INSPECT THE REINFORCEMENT. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR CORRECTION OR VERIFICATION PRIOR TO COMMENCING WORK IN THE AFFECTED AREA. G. CONTRACTOR AND/OR OWNER SHALL NOTIFY ENGINEER OF ANY POSSIBLE OMISSION PRIOR TO THE CONSTRUCTION OF THE AFFECTED WORK. 7. ALL INTERIOR UTILITIES AND UTILITY CASINGS TO BE LOCATED AND APPROVED PRIOR TO PLACEMENT OF CONCRETE. 8. ALL STRUCTURAL SUBSTITUTIONS TO BE APPROVED BY ENGINEER. 9. GROUND SURFACE SHALL BE SLOPED TO DRAIN AWAY FROM THE STRUCTURE IN ALL DIRECTIONS AT A SLOPE OF AT LEAST I FOOT FOR THE FIRST I 0 FEET AND 2% THEREAFTER; IN PAVED AREAS, A SLOPE OF 3 INCHES IN THE FIRST I 0 FEET 1S ALLOWED. ROOF DOWNSPOUTS AND DRAINS SHALL DISCHARGE WELL BEYOND THE LIMITS OF ALL BACKFILL. COMPACTION OF FOUNDATION EXCAVATION BACKFILL TO BE INSPECTED AND CERTIFIED BY GEOTECHNICAL ENGINEER PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 10. DESIGN LOADS COMPLY WITH THE 2009 IBC AS FOLLOWS: SNOW LIVE LOAD 40 PSF + DRIFTING ROOF DEAD LOAD 8 PSF ROOF COLLATERAL LOAD 5 PSF WIND V 90 MPH, 3 SEC. GUST WIND BASIC SEISMIC - REF. BLDG MANUFACTURER FORCE RESISTING SYSTEM ORDINARY STEEL BRACED FRAMES ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE METHOD I 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE LOCATION OF MECHANICAL OPENINGS, FLOOR DRAINS, INSERTS, DEPRESSIONS, BURIED CABLES AND UTILITIES, ETC. WITH MECHANICAL AND ELECTRICAL DRAWINGS. 12. EXCAVATIONS UNDER EXISTING CONCRETE FOOTINGS FOR ELECTRICAL AND MECHANICAL WORK SHALL BE BACKFILLED WITH A LEAN CONCRETE MIX HAVING A MINIMUM COMPRESSIVE STRENGTH OF 1000 PSI AT 28 DAYS. THIS LEAN CONCRETE FILL SHOULD EXTEND OUT AND DOWN FROM THE EDGES OF THE FOOTING AT A MINIMUM SLOPE OF 9 VERTICAL TO 12 HORIZONTAL AND SHALL BE PACKED TIGHT TO THE BOTTOM OF THE FOOTING. 13. THIS FOUNDATION DESIGN IS BASED UPON CONDITIONS OUTLINED IN THE GEOTECHNICAL REPORT AS STATED IN ITEM NO. I . ALL EXCAVATION AND COMPACTION RECOMMENDATIONS SHALL BE OBSERVED. GEOTEChNICAL ENGINEER TO INSPECT AND CERTIFY EXCAVATION IN WRITING. EXCAVATION IS TO BE CLOSELY EXAMINED BY GEOTECHNICAL ENGINEER FOR PROPER BEARING DEPTH. ALL STRUCTURAL FILL TO BE APPROVED IN WRITING BY GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION AND PLACED ACCORDING TO GEOTECHNICAL ENGINEER RECOMMENDATIONS. THIS FOUNDATION DESIGN DOES NOT PRECLUDE THE FOUNDATION FROM POSSIBLE MOVEMENT OF 2" OR LESS. FOUNDATION ENGINEER IS NOT RESPONSIBLE FOR MOISTURE OR WATER IN STRUCTURE SUBSOILS THAT IS NOT EVIDENT UPON EXCAVATION OR DURING CONSTRUCTION. FOUNDATION ENGINEER IS NOT RESPONSIBLE FOR ADVERSE EFFECTS (HEAVING OK SETTLING) DUE TO MOISTURE IN STRUCTURE SUBSOILS AFTER CONSTRUCTION INCLUDING BUT NOT LIMITED TO: IRRIGATION RUNOFF OR LANDSCAPING -SURFACE AND SUBSURFACE (INCLUDING ADJACENT LAND OWNERS IRRIGATION RUNOFF -SURFACE AND SUBSURFACE), DRAINAGE WHICH HAS CONCENTRATED DIRECTLY ADJACENT TO THE FOUNDATION, AND CHANGES IN SUBSURFACE MOISTURE CONDITIONS DUE TO UNFORSEEABLE CHANGES IN THE GROUNDWATER LEVELS. 1 4. ALL BACKFILL TO BE COMPACTED AND CERTIFIED BY ENGINEER PRIOR TO APPROVAL. IF MOISTURE IS ENCOUNTERED DURING CONSTRUCTION, NOTIFY ENGINEER IMMEDIATELY. USE OF THESE PLANS AS PERMIT DOCUMENTS CONSTITUTES ACCEPTANCE OF THESE TERMS. (2) #4 T&B CONT. (2) #3 VERT. -2'-6"© 32"o. 1"-2" FLY SAND -� 1% SLOPE F/G SLOPE TO DRAIN 0 N 24" STRUCTURAL FILL APPROVED BY ENG. 12" BACKFILL & COMPACTION PER GEOTECHNICAL ENGINEER PATIO FOUNDATION 1-=1'-o" (2) #4 CONT., TYP WWF 66/1010 1"-2" FLY SAND FF=100'-0" - 4" 24" STRUCTURAL FILL APPROVED BY ENG. THICKENED SECTION • 1 "=1'-0" 1"-2" FLY SAND COLUMN BY STEEL MFR #4's 9"o.c. EACH WAY T&B A 11 • ANCHOR BOLTS & SIZING BY STEEL MFR BASE PLATE BY STEEL MFR GROUT TO LEVEL WWF 66/44 SHOP FLOOR II It` II 1 II • • 24" STRUCTURAL FILL AS APPROVED BY ENGINEER LO BRIDGE CRANE COLUMN PAD 1"= V-0" /500 COLUMN PAD SCHEDULE PAD SYMBOL WIDTH LENGTH DEPTH KEINFOKCEMENT O2'-0" 2'-0" 1 2" 3 - #4's REBAR TSB 9"o.c. C 2'-G" 2'-G" 1 2" 4 - #4's REBAR TSB 8"o.c. © 3'-0" 3'-0" 1 2" 4 - #4's REBAR T$5 1 0"o.c. O4'-0" 4'-0" 1 2" G - #4's REBAR TSB 8"o. c. E 5'-0" 5'-0" 12" 7 - #4's REBAR TSB 9"o. c. l PHONE (970) 245-9343 T 0 cif) • o 0 d (5-1 0 j N C4 LLI Ch 9 Imm 1� N(i) 9Z�a OC 111 (I)a. OC 4 1 REVISIONS BY DRAWN BY JRM CHECKED BY DWT DATE DRAWN 12-18-14 JOB NUMBER 1673 SHEET S1 .0 15.0' 22.0' 100.00' TOS 23.0' 19.5' 25.3' \ 98.70' FL 4"0 PIPE N 1.5' 99.95' TOS 97.25' FL TRENCH 99.93' TOS 98.75' B.O. SCREEN 97.27' FL TRENCH ''\__ STEEL BAFFLE SEE DETAIL 5/S1.1 SHOP FLOOR 5" CONC. WWF 66/44 1- - 55.53' @ 1.0% 4" SCHED. 40 98.17' FL 413 PIPE 96.50' B.O. SUMP 33"x33" SUMP PIT SEE DETAIL 4/S1. 2.76' TRENCH DRAIN SEE DET 6-9/S1.2 ion O 0 O O Lt) I L N 10.2' / / 99.67' TOS 33.2' 98.75' B.O. SCREEN ,1.0°A) 97.56' FL TRENCH STEEL BAFFLE SEE DETAIL 5/S1.1 99.95' TOS 98.75' FL 4"0 PIPE 97.75' FL TRENCH 100.00' TOS N 100.00' TOS 99.88' TOS 2.0% 5.0' f 99.78' TOS 99.42' FL TRENCH 14.6' @ 1.25% 4" SCHED. 40 98.93' FL 4"0 PIPE 2.4% TRENCH ,1 OUTDOOR WORKSTATION / 99.88' 5" CONC. TOS 20.0' 0.5' 99.78' TOS 98.93' FL TRENCH 99.92' MH 2.0% \� 5.0' 99.92' MH 99.88' 30.0' TOS 7.0' TRENCH DRAIN SYSTEM 1 /4"=1'_0" DUAL -COMPARTMENT SEPTIC TANK UNDER OUTDOOR WORKSTATION SLAB 99.88' TOS NOTE: FOR SEPTIC TANK MANHOLES, RAISE UP 1" ABOVE TOP OF SLAB. TAPER CONCRETE AT A 2 -FT RADIUS TO FINISHED GRADES, DRAINING TO THE TRENCH DRAIN. 0 13 ga. EXPANDED METAL TACK WELDED TO PLATE Y4" STEEL PLATE 11-2" 1'-42" BOTTOM OF SCREEN EL. 98.75' TOP OF FOOTER PLATES WILL SLIDE INTO 1" SLOTS IN THE STEM WALL AND SLAB, BETWEEN THE ANGLE IRON. BAFFLE DETAIL 1„=1,-0„ TO. GRATE EL. 99.78' TO. GRATE EL. 99.78' OWNER -PROVIDED BAR GRATING 18"x20' 1Y2"x1Y2"xY4" ANGLE IRON w/ NIELSON STUDS, BOTH SIDES @ 18"o.c. 4"O SCHED. 40 @ 1.25% -\ / (2) #4 T&B BOTH SIDES FL 4"0 PIPE EL. 98.93' B.O. SLAB -\ \ / / 2.0% 2.4% ;1 "-2" FLY SAND;:' #4 VERT. 8"o.c.\ BOTH SIDES 24" STRUCTURAL FILL APPROVED BY ENG. OUTDOOR TRENCH - SIDE VIEW 1Y2"x1Y2"xY4" ANGLE IRON w/ NIELSON STUDS, BOTH SIDES @ 18" o.c. (1) #4 CONT., TYP BOTH SIDES 1'-6" STEEL BAR GRATING 18"X20' #4 VERT. @ 24"o.c., TYP BOTH SIDES 1"-2" FLY SAND 24" STRUCTURAL FILL APPROVED BY ENG. OUTDOOR TRENCH - FRONT VIEW EL. 99.95' 4'-1" 3' EL. 99.99' OWNER -PROVIDED BAR GRATING 36"x36" 1Y2"x1Y2"xYa" ANGLE IRON M WWF 66/44 A' " FLY- SAND #4 VERTS,- >`@ 18"o.c. 2 /, (4) #4's CONT T&B BOTH SIDES, . 2'-9" /---- $„ 4"O SCHED. 40 PIPE FROM TRENCH DRAIN (4) #4's EVENLY SPACED #4 @ 24" o.c. TRANS. • /i 4" STRUCTURAL FILL APPROVED BY ENG. I I OUTLET INVERT FL EL. 98. 17' j �77 // D.O. SUMP L. 96.50' / ;/ .:� ao y \\ / i SUMP PIT DETAIL i REVISIONS BY DRAWN BY JRM \ 1 v■1v vv■NIIli. ■ ■\vv ■ ■ Mir • M COMPANY, INC. TIM JOB NUMBER 1673 i PLUS FIVE LLC. PARCEL NO. 2409-284-03-001 PARACHUTE, COLO. EM PLAN ENCH SYSTI I : i - - i REVISIONS BY DRAWN BY JRM \ CHECKED BY DWT DATE DRAWN 12-18-14 JOB NUMBER 1673 i SHEET FIN. FLOOR A EL. 100'-0" STEEL COLUMN BY BLDG MFR 1..:. ; BACKFILL & COMPACTION PER GEOTECHNICAL ENGINEER ANCHOR BOLTS PER STEEL BLDG MFG (2) #4 T&B CONT. #3 STIRRUP (2) TOTAL #5 HAIRPIN N 5' EACH WAY w/ 12" BEHIND ANCHOR BOLTS (4) #4 VERT. PER BASEPLATE WWF 66/44 / 1'-0" 24" STRUCTURAL FILL APPROVED BY ENG. y.. 0 N AS PER SCHEDULE #4's EACH WAY T&B SPACING PER SCHEDULE O pFOUNDATION DETAIL — SHOP ,hN. FLOOR EL. 100'-0" WWF 66/44 (2) #4 T&B CONT. (2) #3 VERT. © 32" o.c. BACKFILL & COMPACTION PER GEOTECHNICAL ENGINEER "-2" FLY SAND Je 24" STRUCTURAL FILL APPROVED BY ENG. y MONOLITHIC SLAB DETAIL — SHOP (2) #4 T&B CONT. #3 STIRRUP (2) TOTAL #5 HAIRPIN N6' EACH WAY w/12" BEHIND ANCHOR BOLTS (ONLY SIDE WALL COLUMNS) WWF 66/1010 1"-2" FLY SAND 24" STRUCTURAL FILL APPROVED BY ENG. O STEEL COLUMN BY BLDG MFR ANCHOR BOLTS PER STEEL BLDG MFG w/ 3" PROJ. F/G SLOPE TO DRAIN r , 1'-0" MN. F=LOOR EL. 100'-0" BACKFILL & COMPACTION PER GEOTECHNICAL ENGINEER #4 VERT. (4) TOTAL PER COLUMN ^-A • 6 AS PER SCHEDULE #4's EACH WAY T&B SPACING PER SCHEDULE FOUNDATION DETAIL — OFFICE CO . f 24" STRUCTURAL FILL APPROVED BY ENG. 4 • (2) #4 T&B CONT. (2) #3 VERT. — 2'-6" © 32" o.c. 1'-0" X F/G SLOPE TO DRAIN FIN. FLOOR EL. 100'-0" BACKFILL & COMPACTION PER GEOTECHNICAL ENGINEER MONOLITHIC SLAB DETAIL — OFFICE 5" SHOP SLAB WWF 66/44 STEEL 1 WALL 1 8" 1%2„ DROP L 5" CONC. APRON f--12 --I EXPANSION JOINT MATERIAL OVERHEAD DOOR OPENINGS r=r_o 1)2"x1/2"x)/4" ANGLE IRON w/ NIELSON STUDS, BOTH SIDES © 18" o.c. 1"-2" FLY SAND WWF 66/44 OWNER—PROVIDED BAR GRATING 1/2"x1/2"x74" ANGLE IRON 6" THICK STEM WALL — SPACE BETWEEN ANGLE IRON © BAFFLES SEE DETAIL 8/S1.2 Y4" STEEL PLATE (HEIGHT VARIES w/ TRENCH), DETAIL 5/S1.1 1"-2" FLY SAND WWF 66/44 Ln 172"x1Y2"xY4" ANGLE IRON w/ NIELSON STUDS, BOTH SIDES © 18" o.c. (2) #4 CONT., TYP BOTH SIDES WWF 66/44 s SHOP TRENCH DRAIN — SIDE VIEW SECTION STEEL BAR GRATING BAFFLE N Y4" STEEL PLATE, SEE DETAIL 5/S1.1 #4 VERT. © 24"o.c., TYP BOTH SIDES 1'-6" 1"-2" FLY SAND 24" STRUCTURAL FILL APPROVED BY ENG. pSHOP TRENCH DRAIN — FRONT VIEW SECTION 171 i ••_ � •-o•• it /\/ 11/2"x1 Y2"x/4" ANGLE IRON (BOTH SIDES) Y2" WIDE x3/4" DEPTH 1/4" STEEL PLATE l / / / / / / / / / / / / / / / 1'-42" BAFFLE 1'-6" TOP VIEW UNDER GRATE a SHOP TRENCH DRAIN — TOP VIEW 3"-1'-0" 1' REVISIONS BY i i DRAWN BY JRM ■ v■Iv vv■Vv ■ 111vv ■ ■vIV COMPANY, INC. DATE DRAWN 12-16-14 Ill PLUS FIVE LLC. PARCEL NO. 2409-284-03-001 PARACHUTE, COLO. U) J ECTIONS & DETAI STRUCTURAL SI 1' REVISIONS BY i i DRAWN BY JRM CHECKED BY DWT DATE DRAWN 12-16-14 JOB NUMBER 1673 SHEET S1.2 i DIMENSIONAL LUMBER AND PRE-ENGINEERED JOIST/BEAM PRODUCTS 1. ALL WOOD MEMBERS SHALL BE HEM FIR (HF) OR SPRUCE -FIR (SPF) GRADE #2 MARKED BY A RECOGNIZED GRADING AGENCY (WCLIB & WWPA). STRUCTURAL WOOD FRAMING AT ROOF TO BE GRADE #1 MINIMUM OR ENGINEER APPROVED EQUAL. 2. ALL SILLS OR PLATES RESTING ON CONCRETE WHICH IS IN CONTACT WITH EARTH OR RESTING ON FOUNDATIONS, SHALL BE REDWOOD NO. 2. 3. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED 19%. 4. ALL MEMBERS GIVEN ON DRAWINGS ARE NOMINAL DIMENSIONS. 5. ALL SHEATHING SHALL BE APA RATED SHEATHING. 6. ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, ETS., SHALL BE AS MANUFACTURED BY SIMPSON COMPANY OR ENGINEER APPROVED EQUAL. 7. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES IN WOOD SHALL BE DRILLED Y32" DIAMETER LARGER THAN NOMINAL BOLT DIAMETERS 8. BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. 9. ALL NAILING SHALL CONFORM TO THE FOLLOWING NAILING SCHEDULE: BRIDGING TO TRUSS, TOENAIL EACH END (2) 8d BLOCKING BETWEEN STUDS EACH END (2) 16d TOP PLATE TO STUD, END NAIL (2) 16d STUD TO SILL PLATE (4) 10d TOE NAILS OR (2) 16d END NAILS DOUBLE TOP PLATE, FACE NAIL 16d © 16" 0.C. CONTINUOUS HEADER, TWO PIECES 16d © 12" 0.C. ALONG EACH EDGE ROOF TRUSSES TO BEARING PLATE (2) 10d & REF. SECTIONS CONTINUOUS HEADER TO STUD, TOENAIL (4) 8d BUILT UP CORNER STUDS 16d © 24" 0.C. DOUBLE STUDS 10d © 12" 0.C. DIRECT DIAGONAL BRACE(© ALL CORNERS)TO STUD AND PLATE 16d (3) © EACH STUD END NAIL NOTE: 1)COMMON NAILS SHALL BE USED 2)WHEN POSSIBLE NAILS DRIVEN PERPENDICULAR TO THE GRAIN ARE TO BE USED INSTEAD OF TOENAILS 10. CUTTING, NOTCHING, OR DRILLING OF STUDS OR FLOOR JOISTS SHALL BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. 11. WOOD BEAMS MADE OF 2 OR MORE 2X'S SHALL BE NAILED TOGETHER WITH 3 ROWS OF 16d AT 12" 0.C. FOR A THREE PIECE MEMBER, INSTALL THE SPECIFIED NAILING EACH SIDE. 12. WOOD LINTELS AND HEADERS SHALL HAVE A FULL 3" LENGTH OF BEARING AT EACH END, UNLESS OTHERWISE NOTED. 13. SPACING OF BRIDGING FOR TRUSSES SHALL NOT EXCEED 8 FEET UNLESS APPROVED BY MANUFACTURER. 14. SILL PLATES TO BE BOLTED TO FOUNDATION WITH Y2" DIA. BOLTS AT 4' 0.C. MAXIMUM. EACH SILL PLATE TO HAVE A MINIMUM OF 2 BOLTS WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE. 15. UNLESS NOTED, EXTERIOR WALLS TO HAVE 2X6 STUDS © 1 6" 0.C. 16. TOP PLATES OF ALL WOOD STUD WALLS TO BE (2) 2X (SAME WIDTH AS STUDS) LAP 48" MIN WITH NOT LESS THAT (6) 16d NAILS AT EACH LAP AND NOT MORE THAN 16" BETWEEN NAILS. SPLICE AT STUDS ONLY. 17. FLOOR AND ROOF JOIST PRODUCTS SHALL BE MANUFACTURED BY TRUSS JOIST MCMILLAN OF BOISE, IDAHO OR ENGINEER APPROVED EQUAL. THESE INCLUDE TJI'S, LAMINATED VENEER LUMBER, RIM BOARDS, AND LVL HEADERS. INSTALLATION DETAILS FOR BLOCKING, BRACING AND CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE MANUFACTURER. 18. LOAD BEARING HEADER TABLE: OPENING WIDTH 3' 4' 5' 6' 8' 10' 12' 16' HEADER SIZE (2) 2X12 HEM -FIR (2) 2X12 HEM -FIR (2) 2X12 HEM -FIR (3) 2X12 HEM -FIR (3) 2X12 HEM -FIR (2) 13/4" X 117X3" M L (2) 13/4" X 117/8" M L (2) 13/4" X 14" ML 19. SHEAR WALLS NAILING PATTERN AS FOLLOWS: EDGE NAILING: 8d © 4" o.c. INTERIOR NAILING: 8d © 10" 0.C. 20. PRE -MANUFACTURED JOIST PRODUCTS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. THESE INCLUDE TJI'S, MICROLAMS, RIM BOARDS AND LAMINATED HEADERS. INSTALLATION DETAILS, BLOCKING AND BRACING CONNECTIONS SHALL CONFORM TO TO THE REQUIREMENTS OF THE MANUFACTURER. 21. PLYWOOD FOR ROOFS FLOOR, AND SHEAR WALL SHEATHING SHALL BE APA GRADE TRADEMARKED CDX W/ EXTERIOR GLUE. LAY UP PLYWOOD W/FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS. ALL NAILING COMMON NAILS: RING SHANKED FOR ROOF AND FLOOR SHEATHING. ALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED. OSB SHEATHING MAY BE USED AND SHALL HAVE A SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND THICKNESS (WITHIN Y32) SHALL BE THE SAME AS THE PLYWOOD IT REPLACES. PLYWOOD NAILING SCHEDULE: USE ROOF FLOOR EXT. WALL THICKNESS 5/8" OSB 3/4" T&G �j6" SPAN/INDEX RATIO 32 / 16 48 / 24 24 / 0 EDGE NAIL INTER NAIL 8d © 6" 0.C. 8d © 12" 0.C. 8d © 6" 0.C. 8d © 12" 0.C. 8d © 4" 0.C. 8d © 10" 0.C. FIRST FLOOR FRAMING (TYP) I -JOIST BLOCKING SHOP AREA OUTSIDE OF STEEL 2x4 BEARING WALL k (8) CONTINUOUS 11 7/8" I -JOIST - BCI 6000 1.8 SERIES @ 16" o.c. 1 4 (CONTINUO I S 11 18" I -JOIST - BCI 90 2.0 SERIES @ 16" o.c. I I -I- I 1- I -- I ( I I I 1 Y8" RIM JOIST (TYP) 19 CONTINUOUS 11 7/•" I -JOIST - BCI 6000 1.8 SERIES @ 16" o.c. N (13) CONTINUOUS 11 7/8" I -JOIST - BCI 6000 1.8 SERIES @ 16" o.c. I DI (6) CONTINUOUS 11 7/8" I -JOIST - B 16000 1.8 SERIES @ 16" o.c. I I I I I I I (3) CONTINUO S 11 7/8" I -JOIST - BCI 90 .0 SE IES @ 16" o.c. 8" TYP (9) CONTINUOUS 11 7/8" I -JOIST - BCI 6000 1.8 SERIES @ 16" o.c. 1 Y8" RIM JOIST BOX OUT TO O.S. AT DOORWAY. CONTINUE FLOOR SHEATHING TO OUT -OF -STEEL. FLASH OVER METAL BLDG FLASHING AT DOOR w/ L -TRIM 39'-9$" WOOD FRAMING ,4--- 3'-4" 11'-02" SECOND FLOOR FRAMING PLAN FRAMING NOTES 1. ALL JOISTS © 16" O.C. UNLESS NOTED 2. ATTACH I -JOISTS TO LVL BEAMS AND HEADERS WITH SIMPSON STRONG -TIE ITT 411.88 OR IUT412 HANGERS WITH APPROPRIATE FASTENERS AND WEB STIFFENERS. 3. LVL COMPOSITE BEAMS TO BE CONNECTED BY APPROVED METHODS. 4. INSTALL TENSION BRIDGING WHERE APPROPRIATE 5. ATTACH RIM JOIST TO I -JOIST WITH ONE 8d BOX OR COMMON NAIL INTO THE TOP AND BOTTOM FLANGE OF EACH JOIST, TOE NAILED INTO WALL PLATE AND FLOOR DECK WHEN POSSIBLE. 6. ADD WEB STIFFENERS AND SQUASH BLOCKS PER SUPPLIERS REQUIREMENTS AND AS NEEDED. 7. MID -SPAN BLOCKING IS NOT REQUIRED FOR BCI WOOD I -JOISTS SYSTEMS UNLESS SPECIFICALLY DETAILED BY THE ARCHITECT OR ENGINEER OF RECORD. THIS DETAIL WOULD TYPICALLY ADDRESS LATERAL ROTATION (ROLLOVERS) AND THE TRANSFER OF SHEAR LOADS. 8. REFERENCE SPECIFICATIONS FOR NAILING REQUIREMENTS. SINGLE PLATE DOUBLE PLATE LOAD CALCULATIONS LIGHT STORAGE 125# LIVE 8# DEAD 5# COL 138 PSF 2ND FLOOR OFFICE CORRIDOR 50# LIVE 80# LIVE 8# DEAD 8# DEAD 5# COL 5# COL 68 PSF 93 PSF LEGEND I -JOIST 90 SERIES WOOD I -JOIST LOCATIONS -- - FIRST FLOOR WALLS 11%8" BCI WOOD I -JOIST (6000 OR 90 SERIES) © 16"o.c. 3/4" T&G OSB L_ INTERIOR BLOCKING OR BRIDGING R-19 BATT. INSULATION BETWEEN JOISTS, TYP \_5/8" GDW FRAMING SECTION 1"=1'-0" I -JOIST (6000 OR 90 SERIES) BRIDGING OR 2x12 BLOCKING HANG ACOUSTICAL CEILING 3/4" OSB T&G INTERNAL BLOCKING SECTION / • Z OLL+: Pi v� Z ° fx U Z g 0 u Tvg O ° LO fgvo O 53 PHONE (970) 245-9343 Z J a c� z ct u_ 0 0 J L.L D Z N / REVISIONS BY / DRAWN BY JRM CHECKED BY DWT DATE DRAWN 12-16-14 JOB NUMBER 1673 SHEET S2.0 26'-1 1" o.c. RADIANT HEATERS L RH J. Al R COMPRESSOR H 0 WATER RECLAIM HOTSY H RH 0 EXHAUST THROUGH WALL (TYP ALL EF) LINE SET TO 2ND FLOOR FURNACES 24x12 SUPPLY (FROM 2ND FLOOR) 24x12 RETURN (TO 2ND FLOOR) 24x12 24x12 • FIRST FLOOR HVAC & RADIANT HEATING 1 /8"=1 ' -0 GENERAL NOTES: 1 . ALL MECHANICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST APPLICABLE BUILDING CODES. 2. ALL DUCT WORK SIZES SHOWN ON PLAN INDICATE CLEAR INSIDE AREA WITH Y2' LINER FOR INSULATION. 3 PROVIDE TURNING VANES IN ALL ELBOWS AND EXTRACTORS. 4. ALL REGISTERS, DIFFUSERS AND GRILLES SHALL HAVE OFF-WHITE ENAMEL FINISH TO MATCH CEILING GRID. 5. ALL LINE VOLTAGE WIRING FOR MECHANICAL EQUIPMENT TO BE PROVIDED BY ELECTRICAL CONTRACTOR. PROVIDE COMPLETE WIRING DIAGRAMS INCLUDING ALL CONTROL WIRING TO ELECTRICAL CONTRACTOR. LOW VOLTAGE WIRING BY MECHANICAL CONTRACTOR INCLUDING THERMOSTATS AND SENSORS. 6. ALL LOW VOLTAGE CONTROLS AND LOW VOLTAGE WIRING BY MECHANICAL CONTRACTOR AND DUCT DETECTORS BY MECHANICAL CONTRACTOR. 7. SMOKE DETECTORS INCLUDING ANNUNCIATORS PER LOCAL CODE. MECHANICAL NOTES: 1 . ADD FLUES THROUGH WALL FOR ALL RADIANT HEATERS IN THE SHOP. 2. THE RADIANT HEATERS ARE MOUNTED TWO (2) FEET WEST AND EAST OF THE CRANE, PER MANUFACTURER'S CLEARANCE SPECIFICATIONS. 3. ALL RETURN AIR 15 DUCTED. MECHANICAL SYSTEMS SCHEDULE ITEM NAME QTY MODEL NO. F-1 95% UPFLOW FURNACE 1 A95UH1D110C16A-01; 110,000 BTU; PROPANE C-1 4 TON 410A COIL 1 EC1 P18AN-1 CU -1 4 TON 13 SEER CONDENSING UNIT 2 4SCU13LE148P-5A; 48,000 BTUH F-2 95% COUNTER FLOW FURNACE 1 A95UH1 DI 10C16A-01; 110,000 BTU; PROPANE RA1 24x24 DROP IN GRILL 12 --- SA1 24x24 DROP IN GRILL 13 --- RH 50' RADIANT TUBE HEATER 2 REZNOR VPS; 5OLF; 150,000 BTUH; PROPANE EF 50 CFM BATHFANS 4 WHISPERCEILING FV-05VQ5 F-1: COUNTERFLOW FURNACE w/ C-1 COIL SERVICE 1ST FLOOR F-2: UPFLOW FURNACE w/ C-1 COIL SERVICE 2ND FLOOR SECOND FLOOR HVAC 1/8 1,_0" LEGEND: x SUPPLY AIR VENT RETURN AIR VENT ELECTRIC FAN VENT THERMOSTAT 6" 100 CFM 7" 1 50 CFM 8" 200 CFM 9" 300 CFM 10" 400 CFM 1 2" 700 CFM 14" 800 CFM DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON MTY OTHER PROJECTS FOR ADDRIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. (ATE: ISSUED FOR: DATE: 12-18-14 JOB NO: 1673 DRAWN BY: JM CHECKED BY: BB SCALE: 1/8"=11-0" SHEET NUMBER: COLD & HOT WATER TO SHOP SINK H1 2" V.T.R, 4" SS F FLR 1 0144 C.O. FIRST FLOOR PLUMBING (1 0 7) (20,) F -T 4" SS TO 1ST FLOOR-�\ � 1 4 2"'✓.T. R./ 1" PROPANE_ FROM 1ST FLOOR k 2x6 WALL 1ST FLOOR F-1 PR PR --- K2 0 2) C202> 2" F-1 (205) fl SECOND FLOOR PLUMBING 1/4"= l'-0" (204) ‘0' 0 AIR COMPRESSOR RADIANT HEATER UNIT CONNECT PROPANE LINE w/ BALL VALVE RH PR PR w/ BALL VALVE PR 53.5' - 4"0 SCHED. 40 DRAIN TO SUMP © 1% .H TO HOSE REEL H TO HOSE REEL PIPE FL=98.17' WATER RECLAIM SYSTEM, PIPE TO HOTSY w/ BALL VALVE RADIANT HEATER UNIT CONNECT PROPANE LINE PR PR PR \PIPE FL=98.70' oo) Hr 1" PROPANE_) LINE RH 1 w/ BALL VALVE PR PR PR 1" PROPANE LINE COLD & HOT WATER TO MOP SINK C.W. TO WATER RECLAIM & WALL HYDRANT TO HOSE REEL TO OVHD HOSE REEL 18"x50' STEEL BAR GRATE TRENCH DRAIN, BY GC H. TO HOSE REEL 4" SCHED. 40 SS PIPE FL=98.75' w/ BALL / VALVE /, HOTSY/ / 2" .H . 14:6'- 4" SCHED. 40'_ �.� ' C. PROPANE REGULATOR Y2' AIR DROP w/ BALL VALVE 1" PROPANE LINE TO UPSTAIRS FURNACES & WATER HEATER 1 2 oi) 1 0106 (107 / r w/ BALL VALVE J FOR CONTINUATION OF SEWER SEE SHEET C2.0 PIPE FL=98.93' OUTDOOR WORK STATION TRENCH DRAIN SEE SHEET S1.1 CW (1 0 9) (3SHOP PLAN 1 1 SEE SHEET C2.0 FOR LOCATION OF WATERLINE AND WELL D Y2" AIR DROP MATERIALS: *WASTE AND VENT WILL BE PVC *WATER PIPE WILL BE PEX TUBING PLUMBING NOTES 1. SCOPE OF WORK A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. B. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH THE PLUMBING CODE (LATEST EDITION), ALL LOCAL CODES, AND ALL OTHER REGULATIONS GOVERNING WORK OF THIS NATURE. C. THE CONTRACTOR SHALL BEFORE SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY EFFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE D. CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY ENGINEER OR ARCHITECT. 2. PERMITS A. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 3. SHOP DRAWINGS SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ARCHITECT OR ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT THREE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY LABELED. 4. DOMESTIC WATER SUPPLY PIPING A. UNDERGROUND: PROVIDE TYPE "K" SOFT DRAWN COPPER TUBING WITH BRAZED CONNECTIONS. B. ABOVE GROUND: ALL SOLDER TO BE "NO LEAD" TYPE. C. ALL HOT WATER PIPING TO BE INSULATED WITH 1" FIBERGLASS INSULATION. D. ALL COLD WATER PIPING TO BE INSULATED WITH Y2" FOAM INSULATION. 5. SANITARY DRAINAGE AND VENT PIPING A. ABOVE GRADE: -2" AND BELOW: SCH. 40 PVC WITH SOLVENT JOINTS OR DWV COPPER WITH SOLDER JOINTS. ALL SOLDER TO BE "NO LEAD" TYPE. -3" AND ABOVE: SCH. 40 PVC WITH SOLVENT JOINTS. B. BELOW GRADE: SCH. 40 PVC WITH SOLVENT JOINTS. C. PVC PIPING SHALL NOT BE USED IN AIR PLENUM CEILINGS AND SHALL NOT CROSS FIRE -RATED WALLS, CEILINGS, OR FLOORS. D. DRAINAGE PIPING SHALL BE RUN AS STRAIGHT AS POSSIBLE AND SHALL HAVE LONG TURN FITTINGS. E. DRAINAGE PIPING 3" SIZE AND SMALLER SHALL RUN AT A UNIFORM GRADE OF AT LEAST Ya PER FOOT, AND PIPING LARGER THAT 3" SHALL BE RUN AT A GRADE OF NO LESS THAN Y8 PER FOOT. F. ALL VENT PIPING SHALL BE SLOPED TO DRAIN BACK TO FIXTURES. G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FLASHING OF THE VENT PIPING RUN THROUGH THE ROOF. 6. WALL PENETRATION A. ALL STUB -INS AND/OR SLAB OR WALL PENETRATION TO BE PER NATIONAL STANDARD PUMBING CODE. ALL PIPING PENETRATIONS OF BUILDING FOUNDATIONS OR FOOTINGS SHALL BE SLEEVED. 7. PIPE SUPPORTS A. ABOVE GRADE: ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE AND PREFORMED METAL TO SUPPORT PIPES WILL NOT BE PERMITTED. B. BELOW GRADE: EARTH SHALL BE EXCAVATED TO A MINIMUM DEPTH WITH AN EVEN SURFACE TO INSURE SOLID BEARING OF PIPE FOR ITS ENTIRE LENGTH. - INTERIOR: THE PIPE SHALL BE INSTALLED (UNLESS OTHERWISE SPECIFIED) A MINIMUM OF 4 INCHES BELOW THE BOTTOM OF THE SLAB AND SHALL NOT BE IN ANY DIRECT CONTACT WITH THE CONCRETE AT ANY POINT. - EXTERIOR: THE WATER PIPE SHALL HAVE A MINIMUM OF 42" OF COVER AND THE SANITARY WASTE PIPE SHALL HAVE A MINIMUM OF 24" OF COVER. 8. MISCELLANEOUS A. COORDINATE INSTALLATION OF ALL ROOF FLASHING AT ROOF PENETRATION. B. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. VERIFY ALL FIGURES, CONDITIONS, AND DIMENSIONS AT THE JOB SITE. C. THE PLUMBING PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURE'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL THE DETAILS OF THE EQUIPMENT. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE SPACE. 9. TESTING PLUMBING SYSTEMS SHALL BE FLOW AND PRESSURE TESTED IN ACCORDANCE WITH STANDARD PRACTICE AND THE PLUMBING CODE. 10. GUARANTEE A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD, THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. PLUMBING FIXTURE SCHEDULE SYM. NAME QTY MODEL NO. FLOW RATE (GPM) WATER CLOSET 4 PROFLO PF1403TWH 1.1-1.6 GPF 2 URINAL 1 PROFLO PF1825WH w/ SLOAN S3082675 0.5-1.0 GPF 3 LAV SINK 4 PROFLO PF5514WH w/ PROFLO PFW3016CP �.5 GPM 4 MOP SINK 1 FLOORSTOVE FMSR2424 w/ PROFLO PFX7002M z,p GPM WATER HEATER 1 BRADFORD WHITE BMI5036FSX — /6\ FLOOR DRAIN 4 -- — 36x36 SHOWER 1 AQUADIC A1362NACWH w/ PROFLO PF101PNC 2.5 GPM (MAX) AX COFFEE BAR SINK 1 PROFLO PFSR151562 w/ PROFLO PFWS336M 1.5 GPM WALL HYDRANT 1 WOODFORD W67C10 — F XR 1 (v�_ r 1 1 D D 1 -O- I WP GFI X2 A-21,27 X2 X2 2 SWITCHES EVERY OTHER LIGHT PER SWITCH C XR X2 0- F DXR '7J XR F ®I D FIRST "FLOOR LIGHTING PLAN n CT r L r L A-1,3,5 60 10 4 <7f --14\-).°<7f--14\-).°30 AIR' COMPRESSOR 241--- A-30,32,34 6030 CRANE A-7,15 GFI GFI A-9 A-2,4 8 10 A-6,8 8 50A 1 10 SERVICE OUTLET A-29 WATER RECLAIM A-18,20 10 HOTSY 8 10 50_ 50A SERVICE OUTLET A-11 GFI VL 50 A-22,24 A-36,38 CONDENSERS 1 OPHASE,208V A-40,42 LIGHTING NOTE: -Sm IS A WALL -MOUNTED MOTION AND LIGHT SENSOR SWITCH. -OS IS A CEILING MOUNTED OCCUPANCY SENSOR. FIRST FLOOR POWER aft F SECOND FLOOR LIGHTING PLAN 1H F-1" SWITCH w/ LIGHTING CONT'L EF� 9 0.1 SECOND FLOOR POWER 1/8"=1'-0" DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDRIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. PLUS FIVE LLC. (ATE: ISSUED FOR: / DATE: JOB NO: DRAWN BY: CHECKED BY: BB SCALE: 1/8"=1'-0" SHEET NUMBER: 12-18-14 1673 JM E1.0 PANEL SCHEDULE PANEL A — SHOP TWO IN THE LOOP 600A -120/208V-30 WHERE USED CIRC NI. LOAD BK' AM' MANUFACTURER / CATALOG NUMBER BKR LOAD BKR LOAD CIRC. NO. WHERE USED RECEPTS 1ST FLOOR OFFICE/HALLWAY 1 OVERHEAD DOOR MOTOR 1 1134 20 5� 5200 2 SERVICE OUTLET — SHOP RECESSED BEM 2 OVERHEAD DOOR MOTOR RECEPTS TRAINING ROOM 3 • 20 / V. 5200 4 SERVICE OUTLET — SHOP SPEC GRADE HIGH BAY, 54W 120 PENDANT OVERHEAD DOOR MOTOR 5 1600 •5200 r 1800 6 SERVICE OUTLET — SHOP I M5400/U/PS LUMARK MPWP-GL-400-MT-LL RECEPTS COLUMN/SHOP 7 • • •l 20 5200 8 SERVICE OUTLET — SHOP 120 OUTDOOR SURFACE RECEPTS N&W SHOP WALLS 9 1200 20 • • 7220 10 AIR COMPRESSOR — SHOP ANA SURELITES LPX117 EXIT/BATTERY BACKUP w/ EXTRA CAPACITY RECEPTS S. (Sc W. WALLS SHOP 11 1200 20 . • 7220 12 AIR COMPRESSOR — SHOP RECEPT 7 12 00 RECEPTS EAST SHOP WALL 13 1200 20 /• • 7220 14 AIR COMPRESSOR — SHOP 00 14 20 RECEPTS COLUMN•' 15 1200 20 15 60 7220 16 HOTSY 16 1200 18 INFRARED HEAT SHOP 17 600 20 . • 7220 18 HOTSY 18 WALL PACKS RECEPT 11 • • • 20 1500 /60 7220 20 HOTSY SHOP LIGHTING 21 1944 20 24 3e 3120 22 VEHICLE LIFT 23 PARKING LOT LIGHT 23 20001E11AI 26 • 3120 24 VEHICLE LIFT PARKING LOT LIGHT 25 2000 Kli t 3120 26 VEHICLE LIFT SHOP LIGHTING 27 1944 20 0 3120 28 VEHICLE LIFT WATER RECLAIM SYSTEM 29 1080 20II .• 7220 30 CRANE "IIAr. PANEL C 31 8400 12 7220 32 CRANE PANEL C 33 8400 1 5 F60 7220 34 CRANE PANEL C 35 7200 25 Se 5200 36 CONDENSER PANEL B 37 5716 10t ro 5200 38 CONDENSER PANEL B 39 5460 1*0 e 5200 40 CONDENSER A„ 40 PANEL B 41 5380 f • • • 5200 42 CONDENSER SPARE 43 42 20 40 20 44 SPARE SPARE 45 20 20 46 SPARE SPARE 47 20 20 48 SPARE SPARE 49 20 20 50 SPARE SPARE 51 20 20 52 SPARE SPARE 53 20 20 54 SPARE SPARE• 20 56 SPARE SPARE 57 20 20 58 SPARE SPARE 59 20 20 •• SPARE TOTAL CONNECTED LOAD PHASE A = 61,630 B = 59,582 C = 58,958 TRUCK BLOCK HEATER RECEPTACLES (10) GFI DOUBLE DUPLEX RECEPTS ON 20 CKTS EXIST. POWER POLE & TRANSFORMER TRUCK BLOCK HEATER RECEPTACLES PROPANE A-31,33,35 FUTURE FENCE BY OWNER D -s PROPOSED BUILDING X x SA1 EMPLOYEE PARKING —D X X DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. 180,170 / 360 = 500.47 A PANEL SCHEDULE PANEL B — OFFICES TWO IN THE LOOP 100A -120/208V-30 WHERE USED CIRC NO. LOAD BK' AM' MANUFACTURER / CATALOG NUMBER BKR LOAD CIRC. NO. WHERE USED 3 F32T8/TL735/ALTO RECEPTS 1ST FLOOR OFFICE/HALLWAY 1 1080 20 B 2 F32T8/TL735/ALTO METALUX 2GR8-232A-UNVOL8735-A3/8-2/ 18G-EB8 I -U 2x4 TROFFER, 32W T8 2 RECESSED BEM 2 F32T8/TL735/ALTO RECEPTS TRAINING ROOM 3 720 20 20 1800 4 FURNACE — 2ND FLOOR SPEC GRADE HIGH BAY, 54W 120 PENDANT LIGHTING 1ST FLOOR OFFICES 5 1600 20 20 1800 6 FURNACE — 2ND FLOOR I M5400/U/PS LUMARK MPWP-GL-400-MT-LL RECEPTS 2ND FLOOR W. OFFICES 7 1440 20 20 1200 : RECEPT 14 120 OUTDOOR SURFACE X I RECEPTS 2ND FLOOR E. OFFICES 9 1440 20 20 1200 10 RECEPT 15 ANA SURELITES LPX117 EXIT/BATTERY BACKUP w/ EXTRA CAPACITY RECEPTS 2ND FLOOR S. oFFicE/uTiLiTi 11 1980 20 20 1200 12 RECEPT 16 RECEPT 7 12 00 • 20 LIGHTING 2ND FLOOR 13 1696 20 MS400/U/PS 00 14 20 1200 16 RECEPT 18 RECEPT COFFEE -• FLOOR 15 •• 20 1200 20 16 1200 18 RECEPT 19 RECEPT 10 SPARE 17 20 1200 20 18 RECEPT 11 RECEPT COFFEE BAR — 1ST FLOOR 19 1500 20 22 20 21 24 22 25 23 26 24 27 25 26 27 28 • 32 30 � ■. 31 34 32 35 33 36 34 35 38 36 � ■. 37 40 38 41 • 42 40 41 42 TOTAL CONNECTED LOAD PHASE A = 5,716 B = 5,460 C = 5,380 16,556 / 360 = 45.99 A PANEL SCHEDULE PANEL C — OUTSIDE TWO IN THE LOOP 125A -120/208V-30 WHERE USED CIRC NO. LOAD BK ' AM' MANUFACTURER / CATALOG NUMBER BKR LOAD CIRC. NO. WHERE USED 3 F32T8/TL735/ALTO RECEPT 1 1 1200 20 B 2 F32T8/TL735/ALTO METALUX 2GR8-232A-UNVOL8735-A3/8-2/ 18G-EB8 I -U 2x4 TROFFER, 32W T8 2 RECESSED BEM 2 F32T8/TL735/ALTO RECEPT 2 3 1200 20 20 1200 4 RECEPT 12 SPEC GRADE HIGH BAY, 54W 120 PENDANT RECEPT5 6 1200 20 20 1200 6 RECEPT 13 I M5400/U/PS LUMARK MPWP-GL-400-MT-LL RECEPT 4 7 1200 20 20 1200 8 RECEPT 14 120 OUTDOOR SURFACE X I RECEPT 5 9 1200 20 20 1200 10 RECEPT 15 ANA SURELITES LPX117 EXIT/BATTERY BACKUP w/ EXTRA CAPACITY RECEPT 6 11� 1200 2 0 20 1200 12 RECEPT 16 RECEPT 7 EM 00 • 20 1200 14 RECEPT 17 RECEPT 8 MS400/U/PS 00 20 20 1200 16 RECEPT 18 AIIMA RECEPT 9 17 1200 20 20 1200 18 RECEPT 19 RECEPT 10 19 1200 20 20 1200 20 RECEPT 20 RECEPT 11 21 ,•20 22 24 25 26 27 28 29 30 32 � ■. 34 35 36 38 � ■. 40 41 42 NOTE: ALL BREAKERS EPGFI BREAKERS. TOTAL CONNECTED LOAD PHASE A = 8,400 B = 8,400 C = 7,200 24,000 / 360 = 66.67 A /\ x EXCEL ENERGY TRANSFORMER CT CAN 2(3" pvc @ 4-500 Al. xhhw) ONE -LINE DIAGRAM 600 120/208 SECT 1 30 CKT 600 120/208 SECT 2 30 CKT x D x /: x EXIST. FENCE PROPERTY LINE LOT LIGHTING AND POWER 1/16"= l'-0" EXIST. ACCESS/EGRESS GATE ,/ f=IXTU RE SCHEDULE SYMBOL LAMP QTY LAMP CAT NUMBER MANUFACTURER / CATALOG NUMBER DESCRIPTION VOLTS MOUNTING A 3 F32T8/TL735/ALTO METALUX 2GR8-332A-UNV-L8735-A3/8-2/ 18G-EB8 I -U 2x4 TROFFER, 32W T8 120 RECESSED B 2 F32T8/TL735/ALTO METALUX 2GR8-232A-UNVOL8735-A3/8-2/ 18G-EB8 I -U 2x4 TROFFER, 32W T8 120 RECESSED BEM 2 F32T8/TL735/ALTO METALUX 2GR8-232A-UNVOL8735-A3/8-2/ 18G-EB81-LJ 2x4 TROFFER, EMERGENCY C 6 F54T5/84 I /HO METALUX HB 1654HT5-L4 SPEC GRADE HIGH BAY, 54W 120 PENDANT CEM 6 F54T5/84 I/H0 METALUX HD I -65411T5-N- 120V-L5850-EL-1320-EHT2-MP-U HIGH BAY / EM, 54W 120 PENDANT D I M5400/U/PS LUMARK MPWP-GL-400-MT-LL NON -CUTOFF WALL PACK, 400W 120 OUTDOOR SURFACE F I PL-C26W/4 I /4P LIGHTWAY PDSW- 1 2-A- I Q26 -3-Z I -CSA CFL COMPACT WALL FIXTURE 120 OUTDOOR SURFACE X I .. LED SURELITES LPX7 EXIT/BATTERY BACKUP 120 SURFACE X2 .. LED SURELITES LPX117 EXIT/BATTERY BACKUP w/ EXTRA CAPACITY 120 SURFACE XR .. INCANDESCENT SURELITES 6T6WWH OUTDOOR SINGLE REMOTE HEAD 120 SURFACE EM .. INCANDESCENT SURELITES CC2 EM FROG EYE 120 SURFACE SA I I MS400/U/PS LUMARK MPTR-3F-400-MT-LL/55S4A20SFM I/AB I/TMP I 20' STEEL POLE w/400 W TYPE III SHOE BOX 120 POLE XX U (ATE: ISSUED FOR: 1/1-11 r,: 12-12S-14 JOB NO: 1673 DRAWN BY: JM CHECKED BY: BB SCALE: 1/16"=1'-0" SHEET NUMBER: EL1