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HomeMy WebLinkAboutManufacturer's PlansCL C A SHEET SET: .3,P k.-;C4—csd G.1 COVER PAGE C.1 SITE PLAN A.1 FLOOR PLAN A.2 ROOF PLAN A.2.1 ROOF FRAMING DETAILS A.3 ELEVATIONS A.3.1 ELEVATIONS S.1 STEEL FRAMING PLAN S.2 TYPICAL DETAILS S.4 FOUNDATION PLAN S.5 STRUCTURAL NOTES E.1 ELECTRICAL LIGHTING PLAN E.2 ELECTRICAL SINGLE LINE P.1 PLUMBING PLAN M.1 MECHANICAL PLAN BILL OF MATERIAL: MINI SPLIT MODEL: SAMSUNG MAX HEAT INDOOR UNIT-AR18NSWSPWKNCV (QTY.1) OUTDOOR UNIT-AR18NSWSPWKXCV (QTY.1) TRANSFER FAN: AIRESHARE WITH THERMOSTAT AND 6" x 14" TRANSFER GRILL (QTY 2) ERV: FANTECH FIT 120E (QTY.1) PROJECT DESCRIPTION MODEL: M-6 STANDARD 41. 0 -+ ,S747 -7-c_ OCCUPANT TYPE: RESIDENTIAL GOVERNING CODE: 2018 IRC ORIENTATION: A CLADDING TYPE: PANEL ROOF TYPE: TPO/FLAT SEISMIC DESIGN CATEGORY: C SOIL BEARING: 1500 PSF STRUCTURAL LOAD FLOOR (LIVE LOAD): 40 PS STRUCTURAL LOAD ROOF (SNOW LOAD): 40 PSF WIND SPEED: 115 MPH WIND EXPOSURE: B SII ool Colorado D vis n ol Housing June 13.2019 117)." ateaf PLANS APPROVED SuOpel lo field inspoolinn 515539 ADA TYPE: NONE CLIMATE ZONE: 5 FACTORY INSPECTION INCLUDES: STRUCTURAL, ELECTRICAL AND PLUMBING ROUGH -IN. ITERIB INCLUDED: 1 ALL MECHANICAL HVAC EQUIPMENT 15 PROVIDED BY IndleDvell AND INCLUDES THERMOSTAT AND CONTROLS FOR THE MINI SPLIT SYSTEM. TRANSFER FANS AND THE ERV (IECC 5403.1) 2 KITCHEN FIXTURES INCLUDE ALL ELECTRIC FRIDGE, STOVE. MICROWAVE AND GARBAGE DISPOSAL 3 ELECTRIC WATER HEATER 4. 27' WASHER DRYER DRAIN PAN AND WASHER DRYER HOOKUPS 5 CRAWL WALL INSULATION ITEMS NOT INCLUDED: 1 WASHER AND DRYER ON-SITE INSPEC!YON OY LOCAL INCLUDES: FOUNDATION, MODULE TO MODULE CONNECT IONS, ELECTRICALIW SER AND SEWER UTI113Y C011NECrnhl ALL MECHANICAL INSTALLED ONSITE AND A 00 NMNCAI BLOWER TESTTOSCOONE BY 3RD PARTY 11111 �L Q I W O � N 11 G L • C' O !P ,, ITiNtL Revision/Issue �f INDIE DWELL 217 5 11131 SLeel Base, ID 03701 RCE -47761 ASPEN COMMUNITY PARTNERS 1283 COUNTY ROAD / 117 GLENV OD SPRINGS. CO rrs M6201B-A 0512112019 fer AS NOTED G.1 "Ni Park SITE rI VICINITY MAP � 5G ALE. NTS Roofing Fmk River SoP1is Dr Slole of Colorado Unison of Haosin9 June 13, 2019 PL�iS dNYOD subkci mAdd rneeea.n ItiLh U9, GIfnwac'd 5pririgs r i nicipal Airport GLENWOOD SPRINGS CO Ca rd Iff xf,... —a 1 TRDROUTCABWB ANP TINT HOME PARK 1293 COUNTY ROAD 117, GLENWOOD SPRINGS. CO -;M ?py Les ppyrIkly 11oD1u Loa 1)B.5 82.'a'1-4ol110 3} 8.5' P 7fO 8101031. 19) 17 k :9U' Homos at PArklllp 5P9 10 • Ci)SITE PLAN )C SCALE: NTS N a N CD V5 2 o- ,- te) O (7 OW 4L Sole, INDIE DWELL 217 S-1115 Slreet 9oke, ID 83702 RCE -47761 ASPEN COMMUNITY PARTNERS 1293 COUNTY ROAD 8 117 GLENWOOD SPRINGS, CO 062019-0 0512112019 A9 NOTED C.1 KEYNOTES: 1, PROVIDE BACKING FOR MINI SPLIT HEAD 2 4' OSB OVER 10 MIL VISOUEEN OVER CONTAINER SUB -FLOOR THROUGH ENTIRE HOUSE 0, WATER HEATER DRAIN PANTO DRAIN TO EXTERIOR 4 PLACE HOSE BIBB 20' ABOVE SUBFLOOR THROUGH KITCHEN UTILITY WALL 5 SURFACE MOUNT MEDIGINE CABINET WITH MIRROR 6. ELECTRICAL PANEL 7. USE EXISTING CONTAINER DOORS, REMOVE LOCKING HARDWARE SPOT WELD, TYP, 6. PROVIDE 20 LUMBER SPACER TO ATTACH Z.METAL (SEE DETAIL ON 52) B. 3-516" PROSTUD 20 E0 125 WALL (362 -POS -125.19)16' 0.0 INTERIOR WALLS WIPLUMBING TVP. 14 4' DRYER VENT THROUGH WALL 11, 6' WIDE UTILITY WALL. SAME FRAMING MATERIAL A6 ROOF JOISTS 12 POWER VENTILATED CRAWL, INTAKE AND RETURN AIR TO RUN THROUGH ERV, SEE MANUAL J FOR DETAILS 13. 3' X 4' FIBERGLASS SHOWER INSERT 14. MICRO VANITY W/PORCELAIN SINK TOP 15. 15'• MIN. CLEAR EITHER SIDE OF TOILET CENTER UNE l16, NOT USED FLOOR PLAN (STAGE 3) SCALE: t X1+7 17_ CRAWL ACCESS THROUGH STEEL PLATE IN CONTAINER FLOOR (INSTALL 2 LAVERS OF 1•' 0S13 FOR ACCESS DOOR 18" x 24" MIN. OPENING) 18. W/D UTILITIES HOOKUPS AND DRAIN. 19, MINI SPLIT LINE SET, THROUGH RIM JOIST 20. SUPPLY VENT THROUGH FLOOR SEE M,1 21. 6" ROUND PASSIVE VENT ABOVE BEDROOM DOOR TYP, (OR EQUIVALENT RECTANGLE PER MANUAL 5) 22. GUTTERS TO BE INSTALLED ABOVE ENTRY DOORS (FLAT ROOF ONLY) 23. WASHER DRYER CABINET W/ 27" DRAIN PAN AND DRAIN 24. 30'• REFRIGERATOR 25. 30'• ELECTRIC RANGE 26. 30" MICROWAVE ABOVE RANGE 27. 30" SINK WITH DISPOSAL 26, 24" DISHWASHER 24. VEIIT M10011:005191 8.1 30. 2-PROSTUD WALL (250PDS125-22-06) 31, WOOD STUDS AT INTERIOR DOOR JAMBS TYPICAL FINISHED SPACE SOFT. PUP 1.evMr I4031QFT. 513.11,kla I1 Mfr. WINDOW SCHEDULE TYPE MATERIAL GLAZING U VLT !1100 NOTES W,RR wcs.' MEOW IC L- NWT. Z r..! 1.. 1:f1 1! =re i.I 4. A t•S•.'. Alla i_•n 3-=E 1..MITI ILS 'l: I,!.... I, frLrl,:1 IL1 18 I'M!. -- J GIGS - C co E Q O) V- O N C CD CU2 0 O Q LL * DIV 11 Rw1686Aw INDIE DWELL 217 0 1115 51,01 Bale,ID 53702 RCE -47761 INDIE DWELL PLANT 3520 ARTHUR 6T CALDWELL, 10 83605 962010.2 0021/2010 AS NOTED A.1 CONTAINER A CONTAINER B sal b.fYl FIS PLA a se oc, wf Nix ,,, eteEONEur lxroHln. 11 HEADER/BEAM 1111 11 DETAIL 11! moo''" 111111111111111111 t;) 111111111111111111, O1l00P FRAMING PLAN (STAGE 31. scnw i�•r n' OROOFPLAN Stale of Dolma. Division of Housing June 13,3010 PLANS APPROVED Suhjeol In IIeIJ inspeolion 588530 Or., Nair. as EC 45 V) O CN O CO N Q jI UhiIU! DIAI 1L LNo INDIE DWELL 217 S.111h Skeet Bales, ID 83702 • ROE -47761 4. INDIE DWELL PLANT 3520 ARTHUR ST CALDWELL. ID 83805 M82019.A 05/21/2019 AS NOTED A.2 OU J 4 Ir. rCla..n. bn of Housing F.r• 13-205, I2AHi.1.72r x.ka w r.4L.3a.L.. u) < 0 4- 0) p o N (0 2° N � Q LL trate `No 6.x„ on,ie,xe INOIE DWELL 217 S 1118 Slreel Bone, ID 83702 BCE -47761 INDIE DWELL PLANT 3520 ARTHUR 6T CALDWELL, ID 63605 /•..-. M62010 -A 05121,2018 SASNOTED 1 A.2.1 1...�� Fax ........ . �IM i x'11€:I':Iil .. 1 I. or e.e,. xexU ex a :.; x a ox — . wuux. _ t!''. ElipilEFiiW[!I Nlonuo.ex6xx — w— r.0yL. . � N1;w 16111 ]mroe�e ,� WI, W.6 g.x rfl.x,nP.n.rEx a.�e' µ' 1.1 lql+uM •••1 .--.-_- nE,.,e rem ®1511 -� o o ip.7`!' wx. .rirn..A1n..A,3+ r ®:lNn.x1xxl 1 METAL DRIP EDGE AHD GUTTER onA16�»DN ED, alk'..:,,! :airwu.ia ' w. xZOATRaxe .ex"" F....TmY.Mn e •..,3..NN1 PARTIAL EYJLAlNG SECTION Al 14* oiGLE MINIM MIRY. Z ENLARGED ROOF 5ECTION ortD orlm e[4 E ii1 N16 '757 B16 OU J 4 Ir. rCla..n. bn of Housing F.r• 13-205, I2AHi.1.72r x.ka w r.4L.3a.L.. u) < 0 4- 0) p o N (0 2° N � Q LL trate `No 6.x„ on,ie,xe INOIE DWELL 217 S 1118 Slreel Bone, ID 83702 BCE -47761 INDIE DWELL PLANT 3520 ARTHUR 6T CALDWELL, ID 63605 /•..-. M62010 -A 05121,2018 SASNOTED 1 A.2.1 E .8I W. IPG PID&ITIED METAL DRIP EDGE H LI RIGHT ELEVATION BDME 60 MIL. TPO ROOFING z...- METAL DRIP EDGE T.O. ROOF `► ELEV. - 1 O y� ,`<. H LI RIGHT ELEVATION BDME 60 MIL. TPO ROOFING z...- METAL DRIP EDGE T.O. ROOF `► ELEV. - 1 ,`<. 1 F:I PANEL j GRADE fii— 4 LEFT ELEVATION SCALE - d ELEV. _ r■ ELEV. - rrIIRAOE 1 'x9'x,'TUBE FOR ALL E%TEPIOR WINDOW AXO 0000. M/NDID6 ISP Slale of Colorado Dnrsion of Mousing June 13 2010 iJ ryt/ Otf PLANS APPROVED Subleul to Vold inspuclion 515538 G..._80 N#6 c 0) U) c N 0 CO co N Q W tnare DWI1L INDIE DWELL 2170. l lIh Skeet Boise. ID 83702 RCE -07761 117 0"; PLANT 3520 ARTHUR BT CALDWELL, 10 83805 l M62014A 05rz112012 s.A6 NOTED 0 1 A.3 Few ear lLR2 60 MIL TPO ROOFING PRE PAINTED HARDIE PANEL SIDING W/ EAT REGLET HARDIE REVEAL ELEV. T.O. RAF PRE PAINTED HARDIE PANEL SIDING W/ FRY REGLET HARDIE FRONT ELEVATION L 44 /-- 60 MIL TPO ROOFING 6267AL PM! IOW LW. M Colorado Divisional Housing 66-13, 701+ �J U PLANS APPROVED uhlocl Io field Insyecron w C_ _ REAR ELEVATION z acrLLF i 7cr— .10 ELF TAPPING SHEET METAL SCREWS AT INTERMEDIATE ATTACH LOCATIONS PER SIDING REQUIREMENTS, Iv' GRADE ELEV. T.O. ROOF ELEV. DRADE r0N41 UL.. 1 C A.3 M62019-A n Elevations Nii Oa r•• `0 6/00 OW, INOIE DWELL 217 S,1116 011..1 Sake, ID 63702 RCE -17761 INDIE DWELL PLANT 3520 ARTHUR ST CALDVJELL, 10 63605 M62019 -A 0921,2016 LAS NOTED A.3 1 1 pw. e0P ,1 if-6' 01 IO8:•d1s1 0!-Cf S'-r U..S-S r.r i-B•' • I•X r L.r f 5-r •r-a• ) r-p aft RI lirr—I 11 BELOW ADD FDN. CONNECTIONS A C C -- O �-_- v x,-Iw � - `EWH 1. CLOSET PER DTI.. 10/S.2 N ,Do Kitchen AL. Bedroom #1 C , r.. Mii , r. - - © J FOR CABINETS 1 ® N ^ - LL T.L. TB. - 1• �• lel—r-rr r c .5' D' CD •Q T. S.1 M62019 Steel Framir • `HEADER BEAM ABOVE © HSS 6"x2"xii" FOR ® 14'--10" OPENING e Q TV . 'S ® Entry Living BELOW ADD FDN. CONNECTIONS PER DTL 10/S.2 n CLOSET Bedroom #2 YT . Ire- s-r r-a• Y, ° _ (4,- N-a- ® r-s' 5-10' sludge . der-Er DIN I. L FRAMING PLAN [0 STEEL j'•150' L/ ?GALE Sla or Colorado HousingCLI 1,11EIASTWO10 OA STE EL REEItlM0 ACTS AS ONE ..=.o"/Issue DOMoI 0I0E61P.FHE 001MiLE SHEABV5ALL. THE OTHER . June 13, 2019 sot &THEDtluatx!HEAR WALLOW SC YAO or 16GA STEEL DECKING (SAME A6 CONTAINER) OR ,--.-......, t�[Nl... • ..rI Mtiy!,ai A Y .• r++ 0.033 INCH STEEL SHEETING W10 SCREWS 4 2' OC. AT EDGES S IY QC.IN THEE FIELD, HS54's 7 POSTS%Mt BE ADDED AT EACH END OF THE IMAM MIL PANELS vALEu„uIE.I.Twa►o.= INDIE DWELL 2175 11111Slnel Boise. ID B3702 1 STRUCTURAL LEGEND:3. u�li'� IS IN PLACE) • ■ 1 1wl • /� 1— HSS KING STUB. FROM TOP RAIL OF CONTAINER TO BOTTOM CHANNEL WSTIFFNER BELOW 761 RCE.4I__ t NAM /FPAGNn S.....1.1.14....... y �I 10 .n4.r.r— IiQ� TO COMM illd n MI rno ti,.avrrAwnpDR cvsA+.A3e IseFDna aTPrUcxwAL6Pr1, 11 TSH A, .....wm. INDIE DWELL PLANT 3520DWE i ID CALpWELL ID 03605 �I NOTE _ • 1 j w" , LAI sn ns•,sll FxAxxa wxssr"irz"�i GME ..Bn 0003 f L1 `361ia ■r•SS11 y wD0201B-A 8512D2D,B S . 1 ()WINDOW i. DOOR LSMd F�6R]N6 %1 .` _ ..- CEN4W Witt '1. AS NOTED -.9 �� 0- _ 13-1• B•6' bl 15'D' •-i' ra r -r r -c s r 7-r BELOW ADD FDN. CONNECTIONS PER DTL. 10/5.2 Kitchen Bedroom #1 r-A- ANNETS HEADER BEAM ABOVE HS 6` x 2" x y4• FOR 14'•1U OPENING 101—Y -r -----t r.r Y e .I S. Yr ik 1* Entry Living n BELOW ADD FDN. CONNECTIONS CLOSET PER DTL. 10/S.2 OWINRQW it COO IAMS'RARING �Ec1ae xr� 13—r Bedroom #2 1 1 STEEL FRAMING PLAN 1 SCALE' 7"a' STRUCTURAL LEGEND: • HSS KING STUD, FROM TOP RAIL OF CONTAINER TO BOTTOM C -CHANNEL W5TIFFNER BELOW o HSS FOR WINDOW AND DOOR OPENINGS (SIZED PER STRUCTURAL ENG) r -r r r -A r_,y Stale oloc Housing ousin0 Juno Il, 2019 L PIANS APPROVED Subjeel to Feld inoposlion 7.1 E3W1W61612A VEIL G[GLGNG ACTS AS ONE SWCCP IMIKESFER11 WALL. THE OTHER GIDE OF THE DOUBLE SHEAR WALL CAN BE MAD OF 1130A STEEL DECKING (SAME AS CONTAINER) OR 0033 INCH STEEL SHEETING WI610 SCREWS Ea 2' OC. AT EDGES 612'00 IN THE FIELD. HSS 41K 2" 5 POSTS MUST BE ADDED AT EACH END OF THE SHEAR WALL PANELS (UNLESS AN EXISTING POST IS IN PLACE) S.1.1 M62019 -A Steel Framing Plan (Zone 6) butte Mill 11 INDIE DWELL 217 S. 111h Sheol Boise, ID 03702 RCE -47761 INDIE DWELL PLANT 3520 ARTHUR 5T CALDWELL. ID 63605 1 M062019 -A 0512112019 6. NOTED CEILING MARRIAGE PLATE 2 WINDOW TRIM AND INSULATION DETAIL WALL Bre to - 6. GENERAL NOTES: 2. CEILING HEIGHT IS 8' (UNLESS NOTED OTHERWSE) ALL 02110C91003..LIAINEll TOOT OW pETTER DOUGLAS ALL WNGOVA TO 811 TErRPEAlT WH4 MALI MATE BETTER U -VALUE UNLESS NOTED OTHERWISE ALL MAIM W DOOAB. IIIIPMA AMO NIM ELICLOtUAE.. 1dPER ED, SHOWER COMPARTMENT FINISHED SURFACE SHALL BE NONABSORBENT AND SHALL EXTEND TO A HEIGHT OF NO LESS THAN 72" (8007 2). ALL ACCESSORIES (TOWEL BARS, GRAB BARS, DISPENSERS, ETC.) SHALL BE SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE GYPSUM WALL BOARD TO BE ATTACHED PER MANUFACTURER SPECS DIMENSIONS TO INTERIOR WALLS ARE TO FRAMING. FOR MODULAR BLD. CONNECTION TO FOUNDATION, SEE DETAIL 6-7 ON SHEET 5 2 1 :)LUM [R SPACER TO I -METAL DETAIL �RA 111 10 MS1,1111.10 SMELT I AR;NG ATTACHMENT DETAIL Nye ntr— CONTAINEN TO na. 3 1 ��IE: I� FOUNDATION DETAIL IULR a 1011,0 OH tow HOLM[ °CONNECTION DETAIL • POINT LOANS KALE 611 rmIn.rm — 1.10.1 hygy ▪ Ip •11.1. ma ▪ Mynas rIK rein NVQ d� :m,ro.rq ` .1.21 rOlflfl ramlt%S Amemil mLu10 Hay 0 I.- it ERTF,rRIOR WALL PLAN VIEW Hr,AL{ u rn gwo MARNEAGE PLATE styli illt.:.1•m a�e.r ,.L -r• w rimy c „ae.� nlux wxcD BOIL IL IL' LON, HON (.:,-,;)CONTAINER TO 2OUNDATION DETAIL K__" -/our I7IABtWNW' C.CLCM WHNfncF 14W W.M/010N INSULATION SYST. NOTES: WALL SYST. U -FACT. 0.045 SBA 8.2'F, R-2125 CEILING SYST. U -FACT. 019 B19/M1 R"2'F, 5.50 SRAM WALL WET. (BRACT, DA UPN B'a'F. R -p ENERGY COMPLIANCE IECC: ENERGY CERTIFICATE AND TESTING (6 REQUIRED AND WILL COMPLY WITH IECC R401 3 8 13402.4.1 2. THERMAL ENVELOPE TO COMPLY WITH IECC 8402 4.1 ANG NSTA1IJITIO8 111G7.4.1.1 FENESTRATION AIR LEAKAGE TO COMPLY WITH IECC 8402,43 LIGHTING EQUIPMENT TO COMPLY WITH IECC 8404 1 REQUIRED CODES: PLANS AND SPECIFICATIONS ARE DESIGNED TO MEET OR EXCEED CURRENT ADOPTED CODES FOR THE STATE OF COLORADO AND LOCAL JURISDICTIONS. SEE LISTED CODES BELOW: 2015 (EEC- INTERNATIONAL ENERGY CONSERVATION CODE 2018 IPC - INTERNATIONAL PLUMBING CODE 2018 IRC - INTERNATIONAL RESIDENTIAL CODE 20(8 (MC - INTERNATIONAL MECHANICAL CODE 2012 IFGC - INTERNATIONAL FUEL GAS CODE 2011 NEC - NATIONAL ELECTRICAL CODE cDOH ADMINISTRATIVE RULES IN 8 CCR 130214 11 n.A ram 2019 0tN F'f+HtgyT4 MAI II I 12101E DWELL 217 5 11th Shell Boise, ID 83702 RCE -47761 INDIE DWELL PLANT 3520 ARTHUR ST CALDWELL, ID 83605 M62019 -A 0512112019 �AS NOTED S.2 J 11 ••. 30" x 30" x 8" FTG. W/ (3) #4 REBAR EA. WAY (3" CLEAR COVER) (QTY. 5) TYP. 74 rr 1 FOUNDATION PLAN >7I ME' 1+0' a -r I FIR I I LIiI L1 r4 2000# UPLIFT STEEL PLATES AT ALL CORNERS. *SEE DETAILS AND ENG. Man of Colorado Diewon of Hewing June 13 2019 �Ll PLANS APPROVED Subjecl lo 120 ins0eclian SBdrO Nan 1,- 4' Eniar- OFOUNDATION DETAIL 1 SECTXON !1 STEEL PLATE 8CJ91-E: 1:2 (i 1 O.K. MILD SUFI_ KATE La. 0 PLAN VIEW 81 STEEL pun SCALE: 1:2 8- >r 3 F 3 (5) a new exc.. 8. 1. F7. PLAN VIM 6 -TOIL PLATE: �j SCALE: 1:2 Reend./11. INDIE DWELL 217 S- 11111 Stro.l Bobo, ID 83702 ROE -07761 INDIE DWELL PLANT 3520 ARTHUR ST CALOWELL, ID 63605 M062010 -A 0512112010 AS NOTED S.4 B -113 11ALn4Hp5,R41N ROLES a.one orI,savvosnadra.gnscales A. DlOGIILCARM ANOMIE -MA 1. 2018 IBC. 2018 IRC 2. CLIMATE ZONE 5 3. GRAVITY LOADS )PSF): LOCATION DEAD LOAD SNOW LOAD 40 FLOOR/STAIRS 10 ROOF WIND CRITERIA: WINO SPEED: EXPOSURE: IMPORTANCE, I: 4. SEISMIC CRITERIA, OCCUPANCY CATEGORY: II DESIGN CATEGORY C Sds 0.34 Sdl 0.13 EIIE CLA116 ❑ IMPMRTA110E:,1. • Sinks 01 Colorado Division o1 Noosing June 13 2019 LIVE OR TOT. 25 85 40 50 115 MPH (3 SECOND GUST) 10 PLANS APPROVED Sublecl le geld Inspnvlmn 5 5. SOIL EEARIMO PR �r. T' W9010386060 SOIL 6. LATERA&SLIAL RRFAUD fain..M.ENT I9.0 ID PRESSURE ]. FROST DEPTH BELOW GRADE: 18 INCHES 515536 IL FOUNDATIONS 1 FOUNDATIONS HAVE BEEN DESIGN FOLLOWING RECOMMENDATIONS PRESENTED IN IBC SECTION 1604 INSTALL THE FOUNDATION AND FLOOR SLABS ACCORDING TO IBC RECOMMENDATIONS. PLACE FOOTING ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL PLACED OVER UNDISTURBED NATURAL SOILS FILL SHALL BE APPROVED BY *SOILS ENGINEER. PLACE FILL IN UNIFORM LIFTS (6' MAX.) AND COMPACT TO 95% STANDARD PROCTOR ACCORDING TO ASTM 01557. E 3. ENGINEERED FILL SHALL BE SELECTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, 4. EXISTING FILL, IF ENCOUNTERED, SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL 5. PLACE INTERIOR SLABS ON GRADE ON 4' OF 54' MINUS GRANULAR FILL OVER A VAPOR RETARDER 6. PROTECT SOILS BENEATH SLABS AND FOOTING FROM FREEZING 7. PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE AVOID EXCESSIVE WETTING OR DRYING OF FOUNDATION EXCAVATIONS, 2. C CONCRETE 1. PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 301-14 'STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE- UNLESS NOTED OTHERWISE 1. ASTM 0150 -1178 11018 00t 3. MINIMUM CEMENT CONTENT: 4508/3D 4 ENTRAINED AIR: 5%(.1-11/2%) AT ALL CONCRETE EXPOSED TO FREEZING(EXT. SLABS, END WALLS, ETC.) 5. MAXIMUM SLUMP: 4' (WITHOUT SUPER- PLASTERSIZER) 6 28 DAY STRENGTH: re: 3500 P61 (CALCULATED AT 2500 PSI) 7. NORMAL WEIGHT AGGREGATE, 11/2' MAX FOOTINGS, 314" MAX ELSEWHERE 8 WHERE TOP SURFACES OF CONCRETE SLABS ARE SHOWN TO BE RECESSED MORE THAN 112". THICKEN SLAB TO MAINTAIN INDICATED SLAB THICKNESS, B. SLAB JOINTS ARE INDICATED ON THE DRAWINGS CONSTRUCTION JOINTS MAY, AT CONTRACTOR'S OPTION, BE SUBSTITUTED FOR CONTRACTION JOINTS. 10. DO NOT USE CHLORIDE ADMIXTURES IN CONCRETE. 11. REINFORCING BARS: ASTM 4615, GRADE 60 ASTM *706. GRADE 60 (WHERE INDICATED TO BE WELDED) 12. DETAIL REINFORCING BARS ACCORDING TO LATEST EDITION OF ACI DETAILING MANUAL 13. MINIMUM REINFORCING BAR COVER: 3' AT UNFORMED SURFACES EXPOSED TO EARTH 1 112' AT FORMED SURFACES EXPOSED TO EARTH OR WEATHER 3/4' AT SLABS AND AT WALLS NOT EXPOSED TO EARTH OR WEATHER 14. LAP REINFORCING BARS ACCORDING TO THE FOLLOWING, UNLESS INDICATED OTHERWISE: BAR SIZE LAP LENGTH N3 04 N5 2'4' 19 WELDING TOP BARSINGRADE BEAMS NEARERMITTE BOTTOM BARS NEAR LY DSUPPORTS. 17. W I000R E REINING HEADBARS IB NOT LLS WITH (2 UNLESS BAR. EXTEND EACH ENO OF E 17. REINFORCE OPENING HEADS, JAMBS 8 SILLS WITH (2) MS BAR EXTEND EACH END OF EACH BAR MOW LDED GPEbW EWE- 15. CO€ 19. WELDEDWIRECONCRETE 5 UN DE 1T 19. REINFORCELABUSIG METAL SLABS ON VICEWITH WAIF ONE F. PLACEMESH AT 1 PLICBELOW TOP OF SLAB OWING 16 PLL PLACE BEFORE DEVICES, CONCRETE ONE FULL MESO AT SPLICES, 20. TIE EINFORDOWELS FIBERS: TMPLACINGCFNCRETE D NOT POLYPRTAB OPYLENE E DOWELS 21. REINFORCING FIBERS: ASTM [1116, FIBRILLATED POLYPROPYLENE (-.7C) kC!P:S 22. ANCHOR BOLTS: 23. EXPANSION ANCHORS: 24. ADHESIVE: 25, GROUT FOR BASEPLATES ASTM A307 OR A36 HILT) "QUICK BOLT IP 014 EQUIVALENT SIMPSON -SET' OR EQUIVALENT ASTM C627, NON-METALLIC. NON -SHRINK. 3 DAY 4000 PSI SPECIFICATION FOR METAL -PLATE -CONNECTED WOOD TRUSSES 12.0 TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT ALL INDICATED LOADS. TRUSS LOADING: TOP CHORD DL: 7 PSF TOP CHORD LL: (SEE SECTION A OF STRUCT, NOTES) BOTTOM CHORD DL: 10 PSF BOTTOM CHORD LL: 10 PSF (DOES NOT ACT CONCURENT WITH TOP CHORD LL) 2.2. MEMBER PROPERTIES: CHORDS SHALL 9182 DOUG FIR LARCH OR BETTER; WEBS SHALL HAVE MINIMUM MODULUS OF ELASTICITY OF 1,500600 P51 2.3. ALL TRUSS BLOCKING SHALL BE PROVIDED BY TRUSS MANUFACTURER AND CONSTRUCTED OATH APPROVED PLATES 24 TRUSS PROFILES SHOWN ARE REPRESENTATIONS OF POSSIBLE CONFIGURATIONS OF WEB LOCATIONS AND MEMBER SIZES. TRUSS MANUFACTURE SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL ALL TRUSSES SHALL BE STAMPED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE THE PROJECT RESIDES IN, 25. TRUSS MANUFACTURER SHALL PROVIDE PROOF OF THIRD PARTY INSPECTION AS REQUIRED BY IBC SECTION 2303 4. 26. DRILL LAG BOLT LEAD HOLES TO MATCH THE LAG BOLT SHANK DI4METER AND HALF THE SHANK DIAMETER FOR THE THREADED PORTION. 12.7. TRUSS ENGINEERING TO BEA DEFERRED SUBMITTAL. ENGINEERING TO BE APPROVED BY ENGINEER OF RECORD BEFORE TRUSS ERECTION_ STRUCTURAL STEEL 1. STEEL NO OWES! ASTM 4362 GRADEFy• 50 Kpl OTHERHERSHAPES: ASTM 036, Fy = 36 KSI 1 PLATES: ASTM A36, Fy = 36 KSI TUBES: ASTM A500 GRADE B, Fy = 46 KSI 2 BOLTS: ASTM A325 TYPE 1 UNCOATED, STEEL TO STEEL CONNECTIONS 3 WELDS: E70XX ELECTRODES 1 4 THREADED STUDS: ASTM A106 GRADE 1010. 1020, Fu= 60 K51(AWS 73 TABLE 7,1, TYPE B) 5. HEADED CONCRETE ANCHORS: ASTM*108 GRADE 1010. 1020, Fu 60 KSI (AIM 73 TABLE 7.1. TYPE B) 6 DETAIL, FABRICATE, AND VIEW 00691 04668 TMMLRI ACCCAI0ANCEVd 11L DIE A5P,6'M E0HIGR OF AMC -MA1000 OF Si0ELCOYBiAUCT 50080AUC CODEDF6TAROMO PIlAF11C!' T. MEL 5001001 BOLTER CONIIEAL4Q61 MALLCPSAN1MTO1Hi t8.91*1NSC '1PEC00/781 NETVRBIAUOTBEALAPMiL-IH1010A51MNis BOLTS. ROLi6 SRAIL9N_ 100sT 60 TO A 5H11O AIOIII CONDITIONQaaims H2/( 3(6 8759.1, R 050 SUNDA IJMI 4 3Of BO ICO DETAILED WAH LC OLANEAER ROLAR N31f WELOHI CDBRCALENA)VALMLO EIXR!DETAILED 9 AILLWS LDER1 DRILL. HAVEEVIOEIBCE OF PASSING THE AWS STANDARD QUALIFICATION TESTS F 10 WELDS SHALL NOT BE LESS THAN 3/13 CONTINUOUS FILLET, UNLESS INDICATED OTHERWISE, 11. STAIR 6 EXTERIOR PLATFORM ENGINEERING, ALONG WITH GUARDRAIL, TO BEA DEFERRED SUBMITTAL. ENGINEERING TO BE APPROVED BY ENGINEER OF RECORD BEFORE STAIR / PLATFORM ERECTION. WOOD 1. DIMENSION LUMBER (GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION (/9WPA) OR WEST COAST LUMBER INSPECTION BUREAU (WCLIB): STUDS: DOUG FIR LARCH N0.2 OR BETTER 1,1 2JOISTS: DOUG FIR LARCH NO2 OR BETTER 2 ALL NAILS SPECIFIED ARE TO BE COMMON LIRE NAILS. UNLESS NOTED OTHERWISE, 3 SPLICE DOUBLE TOP PLATE AT 6'-O MINIMUM ON CENTER USING (16) 163 NAILS EACH SIDE OF 4. PROVIDE HEADERS FOR OPENINGS IN WALLS ACCORDING TO THE FRAMING PLAN 5. FRAMING CONNECTORS. ANCHORS, ANDMANM I014CWNSI/ THEOAA111NO5 AR E THE PRODUCTSCR 5i6WS0311TA0AI0.1IE=MAW (OR EQNNNI,ENT), SAN LEANDRO. CALIFORNIA 0. ANPARBPEAIONATEDD4M6MNFACT8REICBSTAHDUIDPNO0IICT NUMBERS FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND USE e WALL SHEATHING: 7/16 -APA RATED SHEATHING, PANEL RATING 24/16, ATTACH WITH 16 GAUGE X 1 1/2' STAPLES AT 6' O.C. AT PANEL EDGES AND 12" O C. AT INTERMEDIATE FRAMING, U,N,O, ALL PANEL EDGES SHALL BE BLOCKED ROOF SHEATHING' 7116' APA RATED SHEATHING, PANEL RATING 24/16. ATTACH WITH Bd NAILS AT 8' O.C. AT PANEL EDGES AND 12. 0 C. AT INTERMEDIATE FRAMING. LLN,O, FLOOR SHEATHING: 7/0' APA RATED SHEATHING, PANEL RATING 40124, ATTACH WITH 102 NAILS ATH" 8' 0.G AT PANEL EDGES AND 12' 0 0. AT INTERMEDIATE FRAMING, U.N.O. 9. PROVIDE 1/e' GAP AT CONSTRUCTION PANEL BUTT JOINTS 10 GLUED LAMINATED TIMBERS:ANSUAITC *100.1, 24F -V6 DF/DF U.N,O, 11, ENGINEERED WOOD PR0DYGTO(W000.14055TE,610008W[764ONHAYEDJ0016.L6ML'AIEP NENEEII WMBe31, AND PMM.iEL-51'AAYP I2 1RER) WPM/ ON 161E 05AV,11164 AXE THE PRODUCTS OOYA-mMIR901E5 (OR EOIMVALMM1) ANOMMIE OEBIDHATED BY A1(E UANUFACIDRIRS}TAWARD PAOOHCT HUMBEA8. THE woo OF 11040(5 0061 15 0 011 TI1=98 11E0590 ATTACHED 7015401 0111ER MIO TO TH86UMRWIIOINGQTAUC1 URE 10 BEHAVE AD A9YMTER. %HEIDERNNOBM00. 01]1, PROMSE ACCEBaORY IIEI6SIBLOENS, CL160 MTIFFEHEap.ETRAP$,OBI PEO 0110O53 THE MJWBFACTUREA.I0RA 0011(61 DYO TEM. 401LOW AL1, IMrppeFACTBREIMOCOMMOIRIMIONY FOA tlI&IALLATOH AND USE 11,0,1, FABRICATED WOOD JOISTS: ASTM 02559 11,0.2 LAMINATED VENEER LUMBER: ASTM 02558 Fb: 2800 PSI Fv: 285 PSI Fc: 2750 PSI E: 1,9E6 PSI 113 PAAALL!L51RMHO1811M8R;:011862555 Fb: 2800 PSI Fv: 290 PSI Fc: MOO PSI E: 20E6 PSI 12. PREFABRICATED WOOD TRUSSES SHALL CONFORM TO THE TRUSS PLATE INSTITUTE DESIGN SPECIAL INSPECTIONS AS REQUIRED BY IBC SECTION 1704 SPECIAL INSPECTIONS INDICATED HERE WALL BE PERFORMED UNDER SEPARATE CONTRACT BY AGENCIES RETAINED BY THE PROJECT OWNER. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE ARCHITECT APPRISED OF WORK PROGRESS AS IT PERTAINS TO SPECIAL INSPECTIONS AND ENSURING THAT 60 WORK REQUIRING SPECIAL INSPECTIONS 13 COVERED OR CONCEALED BEFORE SPECIAL INSPECTIONS TAKE PLACE WELDING: ALL WELDS WILL BE INSPECTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS BEFORE BEING CONCEALED BY FINISHES. HIGH-STRENGTH BOLTING: ALL CONNECTIONS WILL BE INSPECTED BEFORE BEING CONCEALED BY FINISHES, POST INSTALLED ANCHORS: SPECIAL INSPECTION REQUIRED PER MANUFACTURES RECOMENDATIONS, STEEL: SPECIAL INSPECTION REQUIRED PER 1704.3, MISCELLANEOUS 1, ELEVATIONS REFERENCE MAIN FLOOR ELEVATION. SETATO'-0' 2. COORDINATE OPENINGS AND EMBEDDED ITEMS NOTED ON ALL CONSTRUCTION DOCUMENTS WITH APPROPRIATE TRADES. 3, BEFORE FABRICATION, HAVE SHOP DRAWINGS REVIEWED BY ARCHITECT AND/OR ENGINEER, 4, TEMPORARILY BRACE THE STRUCTURE TO RESIST ALL LOADS OR COMBINATIONS OF LOADS UNTIL ALL PERMANENT ELEMENTS ARE IN PLACE AND ALL CONNECTIONS ARE COMPLETE LIGHT GAGE STEEL'[. JOISTS 1. STEEL STUDS, JOISTS, AND ACCESSORIES SHALL BE SUPPLIED BY A SINGLE MANUFACTURER 2, SIZES OF STEEL STUDS AND JOISTS ARE AS INDICATED. THE INTENT OF THE DESIGN IS FOR THESE ITEMS TO BE ATTACHED TO EACH OTHER AND TO THE SURROUNDING STRUCTURE TO BEHAVE A5 A SYSTEM WHETHER SHOWN OR NOT. PROVIDE ACCESSORY ITEMS (ANGLES. CLIPS, STIFFENERS, STRAPS, ETC ), DESIGNED BY THE MANUFACTURER. FOR ACHIEVING A COMPLETE STRUCTURAL SYSTEM. 3, STEEL JOISTS SHALL HAVE THE FOLLOWING MINIMUM MAJOR AXIS PROPERTIES: DEPTH (in): 6 00 FLANGE WIDTH (In): 1,625 THICKNESS (In): 0 0346 - 20 GAGE (18 GAGE) 1)164): 0793 5 (in3): 0 598 PROVIDE CONTINUOUS ROWS OF BRIDGING, SOLID AND/OR STRAP. ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AT THIRD -POINTS OF J0/5T SPANS (MINIMUM) 4 USE NO, 10 TEK SCREWS FOR CONNECTIONS UNLESS NOTED OTHERWISE CMA,a .WTI Er S.5 MD62019-A at STRUCTURAL NOTES %N. R.....M... Dnl/ INDIE DWELL 217 S 111h Slreel Bone, ID 83702 RCE -07761 INDIE DWELL PLANT 3520 ARTHUR ST CALDWELL. ID 83605 9082010-A 05/21/2019 S.5 :W. Slalo of Colorado Division of Hood, PIANS APPROVED Subject lo rebl mzpedmn 515539 LIGHTING FIXTURE SCHEDULE RESIDENTIAL . R II r 11 r TWE DESCRIPTIONRO IAEIPR QTY FlK'NRR II'1 WRAI. •10T] TAS Pa nr11Y fBONA AODCUM 0 1 OK u1 RI VALL NOIMIIS .m 10 11V Wis. .R.MAATuu...InIM p .R...r..r,n.l. I „T.w.l.nl 41. 0QT TDARRW0lnu.1r 401.110D,wna ,rn n.crnu ..P KEYED NOTES O..n .numn.onew�rn.awu. Q rm., o.�wc.wc •.w . _ ....xc1 a c. w.Qn c1e..w.n!a..YY0HrOtlRRA I%.FI!I WRT1.V1V..OIW 10001Ia. TC10011.0141.6•11,ROVIPtaw..( - 1 F).n...rC.. GENERAL NOTES 1 J MODULAR RESIDENCE c%7 J r 77. RTKJJ R 11(000 A9]IgWN 1E0END VREC1 R1CAL MUMS MPS a ywf 1b.cm 1.4•0•1•001 CCt 1000.141000.7001.1.0.0.10...... 1116 • LOIrtu•bube 10..01a nU•d.0•1000AM g 4.01iY.FAL•••• OLWLHEADLU&IMa FOUR 001. •••••0. •AME •.NiC11 OMIT LAM 101.IEpwbI A11101 •1a.et: pN �.FUv. µ>10..00nPVr FILd• • 14VXJIF OI2RRWMWLLA4l11Lfnb SYCW 4IO GD 10.1EEmNy11M DATROUTLETW.A11•0011115110 MCC NORM 00000.VTO RM. NA SEE DRAWN. • 0.00.0 1011••••.0•• 0.d F•puna .M1 0.1 O eds00V 10Tp,••••••••• Mf p1•.fwa 011011110111O TYPE IMPEDE RIECEPTACLEIBb1D• W ATXEAAIOOFWP.11001gMM1D M8 �p plrz..n FNA+1FI0LWtbt4CWCul pun•e 1•Wa01 S •.•1Pa,o .,A«.a•, • OM611001•11MON mer .OURZT.wMr 00.11.AU11 WRX ®IIIPEEXT BERM.. •WICIL MED. MM. 0V d 1 40.00••••• 1••o.rLRp c T•,1014P.01 MOLE NO1m WAMM • CO MTOT011M DAWN011. 111.1.6.61.6.4 60660,666 a� RMI100•00I.0 MIXT TOlW0 W14MfMbH 01101.1.10.4.001•1101TeALL OUT ® a•Yr4govA1•m1�•=i0•11. C®J 11RRED,010•1 P_AK SOLA11I. ELECTRICAL NOTES 1 0.=11...,..110.Ot 10.1lC4•WTp .42..,0..... Mr a• yr1 ail, .. 7. ARE __ FM•r•p MIH 1A.1.81&p • 41,1.F..Mnfr ,a MUOO CCWwOn i,,'. .1ne. B. War LKWOisnT ND MOW01KVIR C. X01040•00010•00 .8 MM.. D. NWR•I 14I•11 6All X040.0.1i MM. DAPRJCId. 11 F. AIL FDUH• .10•01NDPROPe.. 0. ALL FUMAREA4PERIA M. roEARTH OFT. MOUND tirlerB.1•0110.TE 1 0.lei 1.11,111.13010. 0.101111.100.66 ▪ r. EL We,. .1101..AL1 li.rifETRRIM MAW 00.0.01. 11 ffe-W LiprgaaM2Mro=321=.W11X O TEERTIADOL 11. gANT�F�O W1d1ADMCFNI 141wLLwnlu•lurtn[mrA:ao lrwa PI FlHawil LrppnsWL nmrd•C 611011 •i 4SM1•.,natraw.••N •1.41. e. nam Ned..•.• Er M.A LIANA :rrrww�u. • • CS .41 IR J .rma .• ••d•ve rj McU•ar5ylI 14 3 Mt. C.1.4 vi. R Nd •t1[ltlm.nwl! • 11 • H 4 di 4 A Ter u. L.14 blain NOLELIN •u• IALLOEM . WHAM o.uF Wl.r0n111 000 Dena 1.100.1. DERATINO SCHEDULE Load Calculation Report. Feeders 1ld•TAV.: Load summary: Ham PW nem Small API.. �oaGarbage 04.a. r•0 tole.. 009109 1500 1175 SOLO 4500 O90 m.0(0F1 • pf. 4401.*.S1010Q 141 XEC220.RIC 946 ILsoDVA for each small app0anmdw0l .G&OL• 14D SIXO IVA of unll or won VA whichever is gmaler) 'A00 10,0 400 14P Connected Load: 27919 Ile m mldun Vol IN .aF emnulder19 m "neXArr+rWTF.. �� 009109 Demand FamrlXI Caln,wm wed ry9 19419 loo 65 1RMI. ever Is greater zelffker Heal. or Co oling Load XEC220.B0C CPR UTd'ID SYMBOLS hugJ•,a••w 1rY ed••••••.....Ary• A•Ku41M fo11•M•L11.5100•0100000 UFER SERVICE 0G0ND] NG DETAIL Slnlc nl Colorado CINa on of Flo a.° Jbm 13 2019 ° PLANS APPROVED to field lnspcclmn 51 553B ®©IW., 6.1M 11.66. 0' NOTED STANDARD MOUNTING HEIGHT HT DETAIL L`l .iEr[v w•.utlpe f 0 PF• L IFa, Ki' r MODULAR RESIDENCE z 0 Ux r 9491.11 WA$TFANDNENTPLAN GENERAL NOTES tQ> - 1 0A14.r4-.3,...M.I13.41+.a 31•44.4.x.1..WM .060.-1 I o.�-..trlWOc NONCOM 1 KEYED NOTES •1111111 O rrwrr,.,.wr von,/ wm. cuSn"..nwuc.Wa 01 11 . r..nWme•to, von m1.rm..r..rWT..L1A1w 0 ma IA-.I.ww.Ow +f.7NWF,u 11.wwu*10M maere.M1IIC pt .wa..rr wrwfTf.awr.A1T11t um. _ fxv,....... O• ,n+m. n.....14.11.14, nmum. e.,rw.1„ pe elo*.nAr H11 DONI1AAwn.1 0 .n r.r r...r, a 11.1 l.rwr,vscwa AI IMP wwe. 1.0071111 LIVING tE D_DA$ PLAN C)— KEYED NOTES o,.I. WDPI NM tEBwml.w.r..an. mars .ewlrrraw epoputao.rar nNueee. N.....n OLHNAw.r pew* gronuen. enuL.une.aONWAem.BEOF HIM. N ROM/ e 1 r MN FOR C.HNA NER.11111n711TION. fmu0NOI1r 1:431.1.113.1.4. MON. ATTw LOUTwN RO W H M 1/3,104 TO MN1111IEMTOII AT TI. LOCATOR Bram ■rr.Pl mA1111•••rn..NOea. 71E,.A.1aeBeN1.1:2. Slate of Colorado DlnsDo of Mousing JI— 131019 PLANS APPROVED SoNeol Io field ins,...) 515530 PLUIIBNG. JX1UBE.SCHEDULE . ar.11 nwNmmrWm.w....,11.W,.n,.an.1v«a.l«.r.mwe. 1 210=1AISST=213:01ftr.Vw111NmH1R,m01. HU9_DRAIN NOM We OF 1•11•NO w SENO 1013...17.11151 a° i�r�No) Ia10W'i°mw1 LOCATED 1' IVE1mMFA Waft\ /MR., N _.I.R.eel VENT THROUGH ROOF DETAIL ro-w.as K -.-1a.IBU4 was. orlwrr OCCURS ATM OF WM FLOOR 1 Ct. EANOUFTO GRADE DETAIL m Mmn a� �•---•— `+31raw —Pi /MWrltc 11,301,20.4 01.1 L MODULAR RESIDENCE 8 IL J r 2 .•W-m1I Ar• If/1N0x.LCIYI 31131L.3.110N a . " �• NOM Wal lligs[[.e IMAM w 1 1 IArofillgp� ° an 61 1L4/4011V pspca\MvalBrkI mar - N 10 0 IM RPI+RMIIOIMI1/ I .x3743/1 WOVE 1Errl 0 IR .•• .., 00011131N1E W1111 RE WO.E 161 MM. NW fisauir.Mfir IR N r 114 Hal Intlifiliff Natt. •' w ... ...Inifearl WW1 IWATWIIG11elOwunx oA •o w ..- ... 110.1 1.1.111011.01 'Da. ......' 1 114 NOxOOOImEr F13-1 1aa0nuxw °Cel( .m..A.EI1 ,_..» 1 101 0001e.WRWm111axw1C Wal I 11E (WOW 1R IR a Iw . ar.11 nwNmmrWm.w....,11.W,.n,.an.1v«a.l«.r.mwe. 1 210=1AISST=213:01ftr.Vw111NmH1R,m01. HU9_DRAIN NOM We OF 1•11•NO w SENO 1013...17.11151 a° i�r�No) Ia10W'i°mw1 LOCATED 1' IVE1mMFA Waft\ /MR., N _.I.R.eel VENT THROUGH ROOF DETAIL ro-w.as K -.-1a.IBU4 was. orlwrr OCCURS ATM OF WM FLOOR 1 Ct. EANOUFTO GRADE DETAIL m Mmn a� �•---•— `+31raw —Pi /MWrltc 11,301,20.4 01.1 L MODULAR RESIDENCE 8 IL J r 2 .•W-m1I Ar• If/1N0x.LCIYI MSOO TWA.vElfATYVE .2 ODOR TVP. QTV,2 MINI SPLIT PROVIDE TACKING (SEE INSTALLSM[CS4 ERV FRESH AIR (ERV LOCATED IN CRAWL) ERV IN/OUT LOCATED BETWEEN LIVING ROOM AND BEDROOM #2 TO EXTERIOR nMSGHII/1ICAL PTAH SCALE: r . t• -r Colorado D�isloo UI Hnusin9 Juno 13,2019 PLANS APPROVED Su6Mot to held mspeclion HVAC LEGEND: MEN 118,1 Walt 146111 /TITIN TRANSFER FAN THROUGH FLOOR P.0100/41411111001.030 PASSIVE VENT ABOVE 0000 ROUND e' OPTION A 1. CO COATED IN CRAM, FRESH AIR TO VENT TO LIVING ROOM L RETURN AIR TO VENT TO EXTERIOR BETWEEN LIVING ROOM AND BEDROOM 62 3 PASSIVE ROUND VENTS ABOVE BEDROOM DOORS 4 TRANSFER FANS TO BLOW AIR INTO CONDITIONED CRAWL 515538 r - Who ) M.1 M62019 -A Mechanical/HVAC ...No Revision/Issue ml f IN01E DWELL 217 S.11015080 Bose, ID 03702 RCE -47761 INDIE DWELL PLANT 3520 ARTHUR BT CALOVUELL, ID 83605 J MD62019-0 05I211201B ._ NOTEDNOTED M.1