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C&KM-kA- LM K! reen line A R C H I T E C T S 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenl inearchitects.com MARK DATE ! DESCRIPTION 8.4.21 DID PROGRESS 8.9.21 LOT LINE ADJUSTMENT 8.16.21 GRADING TO CIVIL 8.19.21 DESIGN REVIEW 8.24.21 BUILDING PERMIT EXTERIOR PERSPEGTIVES o o r 0 G 9 0 J W C y � d C U rd o G a E a = = o r� L3 -AT L v� ca N Am=1 C � d 9 40 y J a ao� ) saa _M 3 z c S zx ARCHITECTURAL ABBREVIATIONS GENERAL NOTES ARCHITECTURAL DRAWING LIST Please A.F.F. ABOVE FINISHED FLOOR FTG. FOOTING R.D. ROOF DRAIN ACOUS. ACOUSTICAL FDN. FOUNDATION RM ROOM ADD. ADDENDA FURN. FURNISH R.S. ROUGH SAWN ADJ. ADJACENT GAL. GALLON RCP REFLECTED CEILING PLAN AGGR. AGGREGATE GA. GAUGE R.W. RETAINING WALL ALT. ALTERNATE GALV. GALVANIZED REF. REFER ALUM. ALUMINUM G.C. GENERAL CONTRACTOR REFR. REFRIGERATOR APPROX. APPROXIMATE GL. GLASS REINF. REINFORCE ARCH. ARCHITECT GR. GRADE REBA REINFORCING BAR A.S.A.P. AS SOON AS POSSIBLE GYP. WB. GYPSUM WALLBOARD RESIL. RESILIENT BM. BEAM HDWR. HARDWARE REQD REQUIRED BRIG. BEARING HD. HEAD R RISER B.F.F. BELOW FINISHED FLOOR HVAC HEATING, VENT & AC R.O. ROUGH OPENING BET. BETWEEN HORIZ. HORIZONTAL SAN. SANITARY BLK. BLOCK HP HORSE POWER SECT. SECTION BSMT. BASEMENT HWH HOT WATER HEATER SEW. SEWER B.T.U. BRITISH THERMAL UNIT HT. HEIGHT SHT. SHEET BD. BOARD INCL. INCLUDE SHLV. SHELVING B.O. BOTTOM OF INFO. INFORMATION SIM. SIMILAR BLDG. BUILDING INSP. INSPECTOR SL. SLIDING CAB. CABINET I.D. INSIDE DIAMETER SHWP. SOLAR HOT WATER PANELS C.L. CENTERLINE INSUL. INSULATION STC SOUND TRANSMISSION CLG. CEILING INT. INTERIOR SPEC. SPECIFICATION CER. CERAMIC JT. JOINT SQ. SQUARE CLR. CLEAR JCT. JUNCTION S.F. SQUARE FEET CLO. CLOSET KWH KILOWATT HOUR S.S. STAINLESS STEEL D. DRYER LAB. LABORATORY STD. STANDARD W. WASHER LAM. LAMINATE STL. STEEL COL. COLUMN LAV. LAVATORY STRUCT. STRUCTURAL CONC. CONCRETE LT. LIGHT SUB. SUBSTITUTE C.J. CONTROL JOINT MFR. MANUFACTURER SUPPL. SUPPLEMENT CONT. CONTINUOUS MATL. MATERIAL S4S SURFACED 4 SIDES COORD. COORDINATE M.O. MASONRY OPENING SUSP. SUSPENDED CTR. COUNTER MTL. METAL T.B.R. TO BE REMOVED C/S COUNTER SINK MAX. MAXIMUM TEL. TELEPHONE C.F. CUBIC FEET MECH. MECHANICAL T.V. TELEVISION D.P. DAMPROOFING M.C. MECH CONTRACTOR TEMP. TEMPERED DEPT. DEPARTMENT MED. MEDICINE THK. THICK DTL. DETAIL MIN. MINIMUM TLT. TOILET O,DIA. DIAMETER MISC. MISCELLANEOUS TPH TOILET PAPER HOLDER DIM. DIMENSION NOM. NOMINAL T&G TONGUE & GROOVE D.W. DISHWASHER N.I.C. NOT IN CONTRACT T&B TOP AND BOTTOM DN DOWN N/A NOTAPPLICABLE T.O. TOP OF DR. DRAIN N.T.S. NOT TO SCALE T.O.F.F. TOP OF FINISH FLOOR DWG. DRAWING O.C. ON CENTERS T TREAD EA. EACH OPNG. OPENING TYP. TYPICAL E.W. EACH WAY OPP. OPPOSITE UG. UNDERGROUND ELEC. ELECTRICAL ORN. ORNAMENTAL UNGL. UNGLAZED E.C. ELEC. CONTRACTOR OPRH. OPPOSITE HAND UNFIN. UNFINISHED EL. ELEVATION O.D. OUTSIDE DIAMETER U.N.O. UNLESS NOTED OTHERWISE ENG. ENGINEER PTN. PARTITION U.B.C. UNIFORM BUILDING CODE EQ. EQUAL D PENNY V.I.F. VERIFY IN FIELD (EXG.) EXISTING PERF. PERFORATED VERT. VERTICAL E.J. EXPANSION JOINT PLAIT. PLASTER VAT. VINYL ASBESTOS TILE EXP. EXPOSED PLAS. PLASTIC V VOLT EXT. EXTERIOR PL PLATE W.H. WALL HYDRANT F.O. FACE OF PLEX. PLEXIGLASS W/C WATER CLOSET FIN. FINISH PLMB. PLUMBING VVP. WATERPROOF F.P. FIREPROOF PLY. PLYWOOD WT. WEIGHT F.P. FIREPLACE PROJ. PROJECT WWF. WELDED WIRE FABRIC FIXT. FIXTURE PROP. PROPERTY WDW. WINDOW FLR. FLOOR Q.T. QUARRY TILE W/ WITH F.D. FLOOR DRAIN QTY. QUANTITY W/O WITHOUT FT. FOOT, FEET R. RADIUS WD. WOOD WKG. WORKING 100'-01, T.O. PLY ----84'_--- Recycl DZ MATERIAL INDICATIONS TOP OF ELEVATION EARTH COMPACTED FILL EXISTING CONTOUR NEW CONTOUR POROUS FILL BUILDING ENVELOPE ® UNDISTURBED SOIL PROPERTY LINE CONCRETE CENTER LINE CAST HIDDEN LINE BREAK LINE I =, GROUT DETAIL NO. MASONRY SHEET NO. CONCRETE BLOCK BUILDING SECTION BRICK SHEET NO. STONE ELEVATION SHEET NO. METAL ROOM NAME ® METAL ROOFING ROOM NUMBER STEEL DOOR MARK INSULATION WINDOW MARK N BATT NUMBERED REVISION RIGID FINISHES GYP BD CARPET CERAMIC TILE STONE TILE ACOUSTICALTILE ELEVATION MATERIAL jINDICATIONS I PLASTER/STUCCO ® STONE VENEER TILE SHINGLES RIVER ROCK 199 FINISH ROUGH BLOCKING GLU-LAM PLYWOOD 1. The AIA document A201 "General Conditions of the Contract for Construction", latest edition or other contract betw Owner and General Contractor,are hereby made a part of these contract documents, except as amended herein. OnE copy to be forwarded to architect. 2. The contract documents consist of the Contract for Construction, the general notes, the specifications, and the drawings, which are cooperative and continuous. Work indicated or reasonably implied in any one of the documents shall be supplied as though fully covered in all. Any discrepancy between the different parts should be reported to the architect immediately. 3. All work shall comply with all state and local codes and ordinances and shall be performed to the highest standards craftsmanship by journeyman of the appropriate trades. 4. These documents are intended to include all labor, materials, equipment and services required to complete on a turnkey basis all work described or implied herein. It is the responsibility of the contractor to bring to the attention of th architect any conditions, which will not permit constrcution according to the intentions of these documents. It is the responsibility of the architect to provide details and/or directions regarding design intent where it is required for construction. 5. Any materials proposed for substitution of those specified or called out by trade name in these documents shall be presented to the architect for review. The contractor shall submit samples when required by the architect and all such samples shall be reviewed by the architect before the work is performed. Work must conform to the reviewed sample: Any work which does not conform shall be removed and replaced with work which conforms, at the contractors expene Sub -contractors shall submit requests and samples for review through the general contractor when work is let through him or her. Required verifications and submittals are to be made in adequate time as not to delay work in progress. 6. All requests for substitutions of items specified shall be submitted in writing to the architect and will be considered c if better service facilitates more advantageous delivery date or a lesser price with credit to the client will be provided without sacrificing quality, appearance, and/or function. Under no circumstance will the architect be required to prove that a product proposed for substitution is or is not of equal quality to the product specified. 7. All work shall be erected plumb and true to line in accordance with best practices of the trade and manufacturers' recommendations for the particular item. 8. Shop drawings shall be submitted to the architect for his or her review where called for anywhere in these documer Review shall be made by the architect before work is begun, and work shall conform to the reviewed shop drawings subject to replacement as required for samples in paragraph 5, above. 9. The building inspector shall be notified by the contractor when there is need if inspection as required by the uniform building code or by any local code or ordinance. 10. The contractor shall be responsible for the safety and care of adjacent properties during construction for complian with federal and state OSHA regulations, and for the protection of all work until it is delivered completed to the owner. 11. All dimensions noted take precedence over scaled dimensions. Detailed drawings take precedence over smaller scale drawings. 12. Contractor shall verify and coordinate all openings through floors, ceilings, and walls with design drawings, and structural, mechanical, plumbing and electrical systems. 13. Contractor will assume responsibility for items requiring coordination and resolution during the bidding process. 14. Contractor shall verify all space dimensions as shown with existing job conditions before starting construction. 15. Contractor shall, when work is installed or exisiting finishes are disturbed, refinish such areas to match existing. 16. The contractor shall check and verify contract documents and field conditions for accuracy confirming that all work buildable as shown before proceeding with construction. If there are any questions regarding these or other coordinati questions, the contractor is responsible for obtaining clarification with the architect before proceeding with work or rela question. 17. Any questions regarding the intent of the drawings or specifications are to be clarified with the architect before ordering materials or proceeding with the work in question or related work. 18. All items are new unless called out as "existing". 19. Any discrepancies in dimensions or conditions to be immediately brought to the attention of the architect 14 Parcel No Address ZONE DISTRICT REFERENCE BUILDING CODES CONSTRUCTION TYPE NUMBER OF STORIES USE OCCUPANCY OFF-STREET PARKING BICYCLE PARKING BUILDING HEIGHT 218736104031 491 High Aspen Drive R - Rural 2015 IRC, IBC, IFC, IFGC, IMC, IPC 2009 IECC Type V 1 STORY A3 A3 -Assembly 30 spaces 30+ spaces 25'-0" Height Limit Sheet Name A-1.0 EXTERIOR PERSPECTIVES A-1.1 INTERIOR PERSPECTIVES A-1.2 INFO SHEET A-1.3 OCCUPANCY/EGRESS PLAN A-2.1 SITE PLAN 1 OF 1 EXISTING CONDITIONS SITE PLAN A-3.1 MAIN LEVEL FLOOR PLANS A-3.2 RADON MITIGATION PLAN A-3.3 ROOF PLAN A-3.4 REFLECTED CEILING PLAN A-3.5 ATTIC PLAN A-3.6 FLOOR FINISH PLAN A-3.7 POOL AND HARDSCAPE PLAN A-4.1 ELEVATIONS A-4.2 ELEVATIONS A-5.1 BUILDING SECTIONS A-5.2 BUILDING SECTIONS A-5.3 BUILDING SECTIONS A-5.4 BUILDING SECTIONS A-5.5 WALL SECTIONS A-5.6 WALL SECTIONS A-5.7 WALL SECTIONS A-6.1 TYPICAL ASSEMBLIES A-6.2 STAIRAND RAILING DETAILS A-7.1 SHELL/AIR SEALING DETAILS A-7.2 POOL DETAILS A-7.3 HOT TUB DETAILS A-9.1 WINDOW AND DOOR DETAILS A-9.2 WINDOW SCHEDULE A-9.3 DOOR SCHEDULE ted PROJECT DATA Ce PROJECT LOCATION LOT 31, HIGH ASPEN RANCH GARFIELD COUNTY, COLORADO OWNER HIGH ASPEN RANCH H.O.A. ARCHITECT GREEN LINE ARCHITECTS STEVE NOVY, PRINCIPAL ARCHITECT 65 NORTH 4TH STREET, SUITE 5 CARBONDALE, CO 81623 T: 970.309.2023 E: snovy@greenlinearchitects.com STRUCTURAL/CIVIL/OWTS ENGINEER Is ODISEA ENGINEERING on PO BOX 1809 6 3RD STREET, PAONIA, CO Contact: LUCY HUNTER, PE, Struct., T: 970-2707353 E: LUCY@ODISEANETCOM Contact: JEFF RUPPERT, PE, CIVIL / OWTS T 970-948-5744 E: JEFF@ODISEANET.COM GENERAL CONTRACTOR Form 4:4 CONSTRUCTION MANAGMENT, INC. PO BOX 10147 ASPEN, CO 81612 Contact: JOHN OLSON, PRESIDENT T: 970.379.0643 E: form44@icloud.com MECHANICAL ENGINEER BMS ENGINEERING, LLC Contact: Brendan Scanlon T. 720-340-0596 E: Brendan@bm seng l lc.com ELECTRICAL ENGINEER CMO ENGINEERING Contact: CHARLENE BOCEK T: 303-875-4037 E: CBOCEK@CMOENGINEERING.COM `•"r SURVEYOR HIGH COUNTRY ENGINEERING Contact: LUKE JAMESON fq T. 970-945-8676; 127 I771�/ E: CBOCEK@CMOENGINEERING.COM LANDSCAPE ARCHITECT ELITE LAND DESIGN Contact: JULIE HOFFNER T 970-404-2895 E: ELITELANDDESIGN@SOPRIS.NET POOL DESIGN TIMBERLINE POOL & SPA Contact: JULIE GORDON T 970-920-5251;3 E: JULIE@TIMBERLINEPOOLS.COM TECHNOLOGY CONSULTANT STRATUS GROUP Contact: JUSTIN ROUNSEFELL T. 970-309-0717 E: JUSTIN@STRATUSGROURDESIGN GEOTECH. ENGINEER CTL THOMPSON Contact: RYAN BARBONE T 970-985-9193 E: RBARBO N E@CTLTHOM PSO N.COM INTERIOR DESIGNER A GREAT FIND Contact: NANCY MAISON T 970-948-7169 E: NANCY@AGREATFIND. NET r1inenne 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenl i nearchitects. corn MARK I DATE DESCRIPTION 8.4.21 DD PROGRESS 8.9.21 LOT LINE ADJUSTMENT 8.16.21 GRADING TO CIVIL 8.19.21 DESIGN REVIEW 8.24.21 BUILDING PERMIT INFO SHEET 0 a U d , 1 •,2 a _ N a` m 0 1 I I I I I ra .c1 Please Recycle! 2 l OCCUPANCY LOADS SCALE: 1 4' = 1'-0 COVERED PATIO EGRESS COMPONENTS 0.2 INCH PER OCCUPANT 0.2 X 102 = 20.4" MIN. WIDTH PER 1005.3.2 Plumbing Fixtures A-3 Occupancy water Closets Lavatories Bathtubs/Showers Drinking Fountains Other (Service Sink) Male Female Male/Female 1 (1/125) 1 (1/65) 1 each (1/200) 1 1 Note: separate facilities required per 2902.2 NOTE: 1. TWO MEANS OF EGRESS REQUIRED PER 1006.2.1 2. EGRE55 DOORS ALL SWING OUT PER 1010.1.2.1 3. EGRESS DOORS TO HAVE PANIC HARDWARE PER 1010.1.10 4. EGRESS DOORS TO BE ELECTROMAGNETICALLY LOCKED PER 1010.I.10.2 UNOCCUPIED SPACE 2 OCCUPANCY LOADS OCCUPANCY ZONE NUMBER ZONE NAME OCCUPANCY PER SECTION 302 ; PER TABLE 1064.1.2 FUNCTION OF SPACE ZONE CATEGORY MEASURED AREA OLF (DO NOT EDIT) OCCU AN S ALOCCUPANTS NOT EDIT) I COMMUNITY ROOM UNCONCENTRATED ASSEMBLY (NET) ASSEMBLY - UNCONCENTRATED (TABLES AND CHAIRS) CONDITIONED SPACE 1,131.46 15 16 2 UNOCCUPIED SPACE IADJACENT TO UNCONCENTRATED ASSEMBLY (GROSS) ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM CONDITIONED SPACE 5110.83 300 2 3 OFFICE BUSINESS - ACCESSORY USE (LESS THAN 10% OF AREA) (GROSS) BUSINESS AREAS CONDITIONED SPACE 95.13 l00 1 4 WORKOUT ROOM EXERCISE ROOM (GROSS) EXERCISE ROOMS CONDITIONED SPACE 1,113.24 50 23 2,c382.6(o SQ Ft 102 reef) ire A R C H I T E C T S 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenlinearchitects.com MARK I DATE DESCRIPTION 8.4.21 DID PROGRESS 8.9.21 LOT LINE ADJUSTMENT 8.16.21 GRADING TO CIVIL 8.19.21 DESIGN REVIEW 8.24.21 BUILDING PERMIT I OCCUPANCY/ 51 EGRESS PLAN N � • m � a. 0 P LOT 19 (PARCEL: 218125404919) = 36.146 ACRES EXISTING MINUS 6.2553 ACRES = 35.541 ACRES (PROPOSED) / LOT 31 (PARCEL, 218136104031) - 35.354 ACRES EXISTING PLUS 0.2993 ACRES = 35.653 ACRES (PROPOSED) a," PROPOSED LOT LINE LOT 31 wIQ PROPOSED NEW LOT AREA 13,035.51 SQ FT ' SIDE — -__ —__- _ a,o _ 0.2c3W ACRES YARD — — — — �. —_— ___— LOT I .J SE ACK — — — —y— — - - --------------------- 7690 N89059'58"E 859.99' NOT SURVEYE 30.146 ACRES EXISTING 7685 ---- i - -- --- _ _- \ \ \ \ \ \ \ 6—L-A- 7�fi80 --_ _ACK -.' -UP GENERATOR DATER PANELSL)8 EXIKING \�9 r �� \E`XiSTING LIO T.LINE, J I I III I GRass , 8 I / /N OVERFLOW PARKING ,q Please Recycle! 100I-0" 5UILDING ELEVATION = I SITE ELEVATION 9 reen T E C T S 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenlinearchitects.com I I I I III s,, BLDG FOOTPRINT j \ \\ \\\ \\\ \\\ \\ /,JJI I I III '.a • �.. 1 I � I � !�l\,\ \ LU J/ I t GGA TU POU�'�yx n FIRE PIT POOL - \ �_ � XI5 TREE L �CE) ASPHATS I T REMI �— — QQ / / / ��iUt I S. m vAN3 � X STO � FV ,L� I�-- J O PARKING LOT TO s 4 MAIN 1 _ \ V EVERGREEN JO+ TREES, f l i ! /i ^`oh / / \ \ \ EXISTING TO REMAIN N i / / / / / / / / �\� \ V� ASPEN THE BE INEMOV€ 6^ / / / / / / / n`?� EVERGREEN TREES,ul EXISTING TO REMAIN` ASPEN THE PARKING E.T.R. \ 9PEN TF E.T.R. �CE) ASPI I ROAD 2 SITE PLAN SCALE: I" = 20' E.T.R. . 1 T9 OLLARD9 (2) / / / ' I I ' 1 ' ( /^ �0 � •}� ` \� ) _. 1 EXISTIRET I � / ' / ASPEN EES, A V E �RIC L � ^ �\ EDESTALS II � E.T. STING TR TO \ E dSTING THE 9 T RE \ 12 \ REMAIN \� 13/ ���GGG/ / //. I /� J EVERGREEN T E ,�XISTf'// G T►cEE$ EMI4N �TI`G/ MAIN / / EXISTING GAMBEL / OAK TO REMAIN / / EVERGREEN TREES, / MARK D EXISTING TO REMAIN \ I 4E DESCRIPTION 2D PROGRESS SPEN THE / / / / 8.9.21 LOT LINE ADJUSTMENT E.T.R. EVERGREEN TREES, / / �� \ l I I / / / / / 8.16.21 GRADING TO CIVIL EXISTING 70 REMAIN / / / / / / 8.19.21 DESIGN REVIEW / / / r / / / / / / / \ 1 �/ j / / / 8.24.21 BUILDING PERMIT /// t� --n \ I / // / / / / / USE EXISTING vED SEPTIC FIELD i l//�/ SITE PLAN N U m m 0 l�l�rl1\C� \l01111[V C A TRACT OF LAND SITUATED IN LOT 31, SUBDIVISION HIGH ASPEN RANCH SECTION 36, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO 1 � N89059'58"E 859.99' NOT SURVEYED —7 11 I - 20' EASEMENT PER RECEPTION NO. 571758 ------------ --- - --��- �-------------------'-- �7660� � , \ \ ') / �Ts1s— 1 ',,lip Ind 2- SITE z' High As PICKLEBALL COURT TENNIS COURT ^ I' ICI I / / / ✓ ROd C .✓ 13eE1 R3i10#1 9 'd /Sso° \. WELL I I I \ SOS `\ \ \ ` ) , I / rS9 F VICINITY MAP RIDING ARENA ` s \\ � ��/ 1"=1,000' 1s NOTES ,.,13` 20 e (,'9, '.' R781`R / / F S/}'O1/�E R TAINING ALI� \ \ \ 1. DATE OF FIELD SURVEY: FEBRUARY 11 2021, AT THE TIME OF THE SURVEY THERE WAS 2-4 FEET OF 7678 12 15 t9 VEN / �/�1 / / / ^ j \ SNOW ON THE GROUND. \7674 \ \ 59 \ PAVED PARKING LOT \ \ ` 1Pp \ , ROCKS uE r d D / /. / _ % 16hry ,� \ \ 2. THIS SURVEY DOES NOT CONSTITUTE A SHOWN AND DESCRIBED HEREON TO D TITLE ERM NEE SEARCH BY THIS SURVEYOR OF THE BOUNDARY 2 -�' B{'JUL[)ER / • / i / \ ( ^`� \ \ q) OWNERSHIP OF THE TRACT OF LAND > \ pL _. RETAI ING B) COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS e;13 c - '"11\ 4 7 ue ! J 1 9 / W LL / l \ ,� / \ C) RIGHTS -OF -WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL. S, CULV€R \ 1, 5 ! \ \ /`x� G y / m AZ % _ 3. THIS SITE PLAN WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE INSURANCE uE E w '� 29 / COMMITMENT. TITLE INFORMATION REFERENCED HEREON IS THE RESULT OF RESEARCH BY THIS uE- UE uE uE\, ' ' e a 1.6 SURVEYOR AND IS NOT NECESSARILY COMPLETE OR CONCLUSIVE \.. 72-- . TW17 O STORY ` POOL / / �' / j / �\ \\ \ \\ n - 1 WOOD - I I 4. THE CLIENT DID NOT REQUEST ANY ADDITIONAL EASEMENTS RIGHTS -OF -WAY AND/OR / \ \ 7G 2 �' 35 IMPROVEMENTS BE RESEARCHED OR SHOWN ON THIS SITE PLAN. ALL EASEMENTS, BUILDING WITH / 1 RIGHTS -OF -WAY AND OTHER MATTERS SHOWN HEREON ARE REFERENCED FROM THE AMENDED 767 / �� / STONE / % 5 uE - 2ER i / / r 1 / 'B' PLANNED COMMUNITY PLAT FOR HIGH ASPEN RANCH, RECORDED AS RECEPTION NUMBER 571758 �� / s/ V 1 / \\ \ m FE76E3 66 o t' 4 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER, IN THE GREAT STATE OF 6�'' �, 16 \ \ \7 i / I i' 60' ACCESS/UTILITY I !/ 1, \ \ \ 67 / N 1 { l O - jr C EASEMENT COLORADO. !�� \ \ \\ \ 5 i / /a yy9 za� -. E 14� PATIO ��, , I ��/ / 5. ELEVATIONS SHOWN HEREON WERE DERIVED FROM GPS OBSERVATIONS ON 02-11-2021 AND ARE jJ/Ill ! l \\\ \ w \ i �/ 53 5� 10 `� i''�/ / /; BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD88 WHICH DATA WAS OBTAINED FROM THE NOAA ONLINE POSITIONING USER SERVICE (OPUS). ) A NDD NEf� I,.1: \\ 3j _ TO UDEEi� 5 - µ J 6. CONTOUR INTERVAL EQUALS 1 FOOT. / N1 E X / 7. BUILDING MEASUREMENTS ARE AT LOWEST PRACTICABLE POINT ON VENEER. 1 NG / / / 42 / / jbp MN (TY.P.) // L �N ORyJ� / -�/ 4" P% jmEzC(TYP.) 8 FLAGS UNDERGROUND HAVE BEEN LOCATED BY HIGH MARKED OUT ENGINEERING, , ONTHE APAINT MARKS ANON OFUTILITY FYOCK (typ); \ \ / ` / / �J / / / , NyON PSP / ji _� 1�ry / / UNDERGROUND UTILITIES MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION \ / / a / / // / ! / / / �� / 9. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY / '8+ RDCK 41 MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) of --' Z- N �/ G / / MISDEMEANOR PURSUANT TO SECTION 18-4-508 OF THE COLORADO REVISED STATUTES. Cb R LIDS TREE ID TRUNK DIAMETER (INCHES) CANOPY RADIUS (FEET) TYPE 1 11 7 Spruce 2 8 15 Aspen 3 7 8 Aspen 4 8 12 Aspen 5 13 11 Spruce 6 6 9 Aspen 7 7 9 Aspen 8 6 8 Aspen 9 6 8 Aspen 10 6 7 - Aspen 11 10 9 Spruce 12 8 11 Aspen 13 10 11 Aspen 14 7 8 Aspen 15 16 25 Poplar 16 11 7 Spruce 17 7 8 Aspen 18 10 13 Aspen 19 11 10 Aspen 20 11 9 Spruce 21 10 7 Spruce 22 10 7 Spruce 23 it 10 Spruce 24 11 9 Spruce 25 14 15 Spruce 26 10 12 Spruce 27 8 12 Aspen 28 7 15 Aspen 29 10 14 Aspen 30 10 15 Aspen 31 8 15 Aspen 32 6 12 Aspen 33 7 10 Aspen 34 7 11 Aspen 35 7 10 Aspen 36 8 10 Aspen 37 8 10 Aspen 38 11 9 Spruce 39 6 7 Aspen 40 10 9 Aspen 41 6 8 Aspen 42 11 11 Spruce 43 7 8 Spruce 44 6 9 Spruce 45 11 11 Aspen 46 7 10 Aspen 47 8 8 Spruce 48 16 10 Spruce 49 12 14 Spruce 50 8 10 Aspen 51 7 8 Aspen 52 6 11 Aspen 53 6 8 Oak 54 7 6 Spruce / 1 % 10. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ON w sir ^ " ' / ,g� ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN \ . \ \ / / / / / / .� ` . / �d / NO EVENT, MAY ANY ACTION BASED ON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN \\ TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. / / 11. NOTICE: THIS PLAT AND THE INFORMATION SHOWN HEREON MAY NOT BE USED FOR ANY \ \ ^o / / / / / APPROX SEP CFI LD / / ^� / � / 1/ ADDITIONAL OR EXTENDED PURPOSE BEYOND THAT FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY PARTIES OTHER THAN THOSE TO WHICH IT IS CERTIFIED. THIS DOCUMENT AND THE WORK IT REPRESENTS IS THE PROPERTY OF HIGH COUNTRY ENGINEERING, INC. NO PART OF PRODUCTS TU WITH MAY BE STORED, REPRODUCED, DISTRIBUTED ORIGINAL SEAL AND ORIGINAL SIGNATURE DERIVATIVE/ 0 C S OUT PRIOR WRITTEN PERMISSION O G . . " �Y IS REQUIRED TO VALIDATE THIS DOCUMENT AND IS EXCLUSIVE TO HIGH COUNTRY ENGINEERING, I i -�_AG / -� j,� INC. AND THE OWNERS) OF RECORD AS OF THIS DATE, OF THE BOUNDARY DELINEATED HEREON 1� r r AND THE SUBJECT OF THE SURVEY / t35 a 4 4" PVC ISER I ONE STORY WOOD BUILDING \: f / � ro' PT Rif R P.) rti Epp FF=7669.05 52 p I 6.1 5: t 63 ,51. 36 9 m O J `1 r .0.6.. 53 FUEL TANK APPR/.SEYTIMELD � .. .. �668 / / / / / m 54i 7667 . .off I j 166 4" PVC R ER` b ONE STORY WOOD `G ^r0mry — BUILDING LEGEND TELEPHONE PEDESTAL ® WATER MANHOLE ® WELL we IRRIGATION VALVE BOX ® ELECTRICAL TRANSFORMER ❑E ELECTRICAL VAULT E ELECTRICAL METER n STREET SIGN SURVEYOR'S CERTIFICATION: EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY AZ 'o .A I, BILL W. BAKER, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO (#23875) DO BY THESE PRESENTS CERTIFY THAT ^ THE DRAWING SHOWN HEREON, WITH NOTES ATTACHED HERETO AND MADE A PART HEREOF, REPRESENTS A FIELD LOCATION SURVEY MADE UNDER MY DIRECT SUPERVISION OF THE IMPROVEMENTS, AS SHOWN, WITH TOPOGRAPHY AND TREES, WITHOUT REFERENCE OR TIES TO THE LrFBOUNDARY LINES OF THE TRACT; AND THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, AN ACCURATE DEPICTION OF SAID SURVEY IS RENDERED BY THIS MAP. BILL W.A. BAKER, COLORADO PROFESSIONAL LAND SURVEYOR #23875 CERTIFIED FEDERAL SURVEYOR #1699 GRAPHICSJALE 6�0 -* m 23./, Y ' 44 I 30 O 15 30 60 12 �s>7. l ,. / '* 0 `���;5,� . � �-•>si . ? I \ J (IN U.S. SURVEY FEED 7673. . \ \ I\ gL L 1 INCH = 30 FT, IL C� CO 0� C7 cn I- rY U } m z 0 Ld IY z V IAL0 z L N Ld°c0, C) LIJ Ld o z ;o 0 Ld W z()L >XN z ,< 0- (0 U }� LLj (A 00 g0 d) z m3:0 1` LOLIJ0 O W 0 T IL T LINES z BOUNDARY OR LOT LINE 0 -- BUILDING OVERHANG LINE Oo U) — . — . — . — - — - — - — FLOW LINE — 602D — MAJOR CONTOUR LINE }.- x m w Z — — MINOR CONTOUR LINE U O = Z W -j W [- w w w WATER LINE _O —UT—UT UT UNDERGROUND TELEPHONE LINE 1 O U jJ.j G G c GAS LINE - z a UE UE uE UNDERGROUND ELECTRIC LINE - * * WIRE FENCE LINE Lu = z U WOOD FENCE LINE z O [J.j Q Z 0 0 0 0 0- 0 0 CHAIN LINK FENCE LINE _-j (� � Z ROCK WALL Z ❑ Q HATCHES jJ.j .-,j 'Z J BUILDING LINE HATCH - Ld WOOD DECK C7 LL LLLI Q., ASPHALT CONCRETE C GRAVEL O — — — — — — — FLAGSTONE PROJECT NO. 2201 7A 2.00 SHEET NUM 1 OF 1 POOL AND HARDSGAPE PLAN SCALE: 1 8 1 e reer) line A R C H I T E C T S 65 North 4th Street, Suite 5 Carbondale, CO 81623 tel. 970.963.6689 www.greenlinearchitects.com MARK I DATE DESCRIPTION 8.4.21 DD PROGRESS 8.9.21 LOT LINE ADJUSTMENT 8.16.21 GRADING TO CIVIL 8.19.21 DESIGN REVIEW 8.24.21 BUILDING PERMIT POOL AND HARDSGAPE PLAN ta� Please Recyclel A-36 I r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I � I 1 I CID I I � I I I I I I i i i 24'-®" PLAN VIEW OF POOL COVER STORAGE SCALE: 3 4 = 1 -0 \\\\ P o REPORT 1 D I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - POOL DETAIL I SCALE: I Please Recycle! I I i I I r---------------------------------------------.-------i I'-1112—AUTO COVER POOL 1 T m I 7 rr I C, CONCRETE VAULT WALL N f PII c p. D D P III i 0 D v D, D D I P D D. v WATER LINE TILE I POOL FINISH , R 6" 0 0 0 0 0 0. 0 0 C FOOTING PER STRUCTURAL OVER- EX & COMPACTED STRUCTURAL FILL PER SOILS I � REPORT I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — POOL DETAIL @ POOL COVER SCALE: I VB, -11 1/2' e MAIN LEVELI I ( I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I ----J N L 3 reen line A R C H I T E C T S N89059'58"E 859.99'- 6 - - - - - \ - - - \�,. \ \ \ �� �� % _- - �� = ;� -�� EXCAVATION QUANTITIES 7,069 sq ft CUT 325 CY \ I 'ROOF OUTLINE ABOVE '630 \ FILL 1249 CY EL:7676.00 I \ \ 1 T EL:767 — NEW PROPANE TANKS �� 1�� / �/� EL:7678.14 / \ � I I '' EL: 7 77.06 Q y / � EL:76 .2 — RIPRAP AT GUTTER DRAIN DAYLIGHT \ \ RIPRAP LINED DRAINAGE SWALES-- \ s� / \ EL:7678.23 / rl � (LINE WITH 6"T08' ROCK) � � l /'�' � / ��>6 � � EC767soo y \ Y� % � - GUTTER DOWNSPOUTS AND CLUBHOUSE Z DRAINAGE LINES TO DAYLIGHT , \ - 767 .00 / v��v--------- 5 i EXISTING WELL AND NEW WATER LINE / -j L:7678.24/ `-- EL:76>7.89 - f EL767 . 0 � \ v / POOL STORAGE i / \ \ BUILDING EL7678.16 1 - v � 0 i gam, �i /r / /i v ✓,, v l oa% ay i v 3 HOT % / / �O i . b r... // EL:7678.13//'. -�� 1 E 7678.01� 12" CULVERT v� w G G� v V / v G EL.766902� / _ O G ARD N \ \ ELECTRIC METER 7679.o T.O. sus Ao p / i 5 /o / \ \ \ AN EL:767 12 / 4 4 EI- 7674.79 POOL 5 0 f i y PAVED PAR NG L� \ \ EL7678. EL767q'.77 J / 7 7674 0 EL:7678 03- •'. / / / ! ! / / ,/ 'V /' h' / EL 7672.g5 I NEW PRIMARY \v� \� \ SEPTIC TANK 12 SS ROCK RETAINING WA ���� LL \ (2' TALL, MAX.) �/ j TIE NEW SEWER LINE INTO EXISTING V A \ � / LINE TO SEPTIC TANK / JOTS / / EL:7674.00 i 6 SS Ft4 �4 < 76 / i/ '/1Z \ / � r 1 1 EXSTING SEPTIC SYSTEM WILL BE USED � FOR PROPOSED CLUBHOUSE (SEE PERMIT WITH ARFIELD COUNTY HEALTH DE ONE STORY WOOD BUILDINGin PROJECT LEGEND — - - — PROPERTY LINE RIW RIGHT-OF-WAY - - ROADWAY CENTERLINE EASEMENT -- ---- - - BUILDING SETBACK ■ ■ 100-YR FLOODPLAIN — W — WATER LINE - -100 - - EXISTING MAJOR CONTOUR -- - EXISTING MINOR CONTOUR EXISTING TREES FH Nc EXISTING FIRE HYDRANT ►t EXISTING WATER VALVE @ EXISTING SANITARY SEWER MANHOLE 0 EXISTING WELL 100 — PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR --UT UNDERGROUND TELEPHONE ---G --- GAS — UGE— UNDERGROUND ELECTRIC -----SS SANITARY SEWER LINE NOTES: 1. EXISTING SANITARY SEWER LINE LOCATION SHALL BE FIELD VERIFIED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR PATIO SLAB SLOPES. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. Know what's below. Call before you dig. [rLU o d N ¢ N 0 uj a z w WO 0 o w a a m Y U } ml m m 00 0 w w w w 2 w w Z) x Q) U � J Q) J S_ 00 c •— �W00 E �1 ycn q- 0 wamCO ro 0 C (/) UN _ C 0- Lo •— J 0 0 Er- i _j o 3 i > _J L 3 n S_ a O U W VJ O m M CD � U 00 U r)O Z LU cQo Q Z =O LU 0 ED aC) -117 PROPOSED SITE PLAN C2.0 1 I.' 3 3 2 1 GRADING NOTES / CONCRETE RELATIVE ELEVATIONS: TOP OF 5TEMWALL = TOP OF MAIN FLOOR SLAB = 99'-IIIi4" TOP OF INTERIOR KEY IN 5TEMUJALL = 99'-51/4" EXTERIOR FINAL GRADE = 99'-51i2" TOP OF FOOTING = 9�o'-111i4 BOTTOM OF FOOTING = 95'-111/4" TOP OF CONCRETE a EXTERIOR PIERS &GRADE BEAMS = 99'-0"+ BOTTOM OF CONCRETE 0 EXTERIOR PIERS 4 GRADE BEAMS = 95'-0'± FTAI I� Y STEP DOU N TOP OF 3/4' TILE = 100.0 TOP OF EXTERIOR = 99'-Ills' ' 50G 6' SOG AT HIGH POINT TEMWALL KEY T OOTING = 96'-11'i4' OTTOM OF FOOTING = 95'-111/4' TYPICAL PERIMETER FOOTING ELEVATIONS II C I6'-b 3/6' IC ___24 x 48'D GRADE BEAM w! (3)1S COKT. TOP 4 TM- ---- ------------------- ---------- 99'-6 114' li ---- ---- ------ ----- - ---- 2'-4 1/4' N11 HDUII o/ 4x6 DF 14 18 28 (TYP. OF 4) 28 (4) 5ia'0 x 12' ANCHOR BOLTS S3 3. S3 3 3.3 w/ 3x P.T. SILL fE - (TYP. AT VENEER— C(TYF.) ------ - --------- - -------------------- 7Z 1 g \ T.O. S_.15 .2� v/ S s I / I I I I � � AB � I � d / - 99' e, — - -I ... - - 6' TO.5LABi -, n--- - 4 8 T.O. 5 - --- - - ; _ I \ �. I 1 I ¢ I )n.-' (TYP.) 5 R x 12" BUMF -CUT N CONCRETE STEMLNLL o. - n, / T HDUS of 7 2x6 2) ❑ --I- +, �� _._ -..- :::.. . . (T"P. OF 2) F I w/ (&) vERTICa-w (.; I - ,c. • o a *:.,I -(EAR i!_S ,L,_,1R�.. _r -r a�.._.,-.....Y... ,.. a TOP, AND 13 S EAK IES e 12 c.c �0�-- i0. SLAB P x 12 ANCHOR BOL 5 + x J�� a: 3x P.T. BILL E c% �4 j� + -- - --- -- -- - I .,' EMW - ai ' e xl T h ILA RTI ° w/ (2) - /2� 5H'r4R I a C� N1 1- SHEAR T75 ® 12 oc �V V-ERIOR �I FACE_ GF�42 I I 1 1 I I I 26 I I 9 53.3 I I , I I + I - - - + - -- 24 __ l C`--- 32 21° x 2I° CONCRETE PILASTER w/ (8) 15 VERTICALS wl (2) *3 S3.3 oA SHEAR TIES e TOP, AN[) $3 TIES +� TIES 12' o.c. (CENTER PILASTER o/ STEEL COLUMN). TYPICAL OF 4. HOLDOWNS SYMBOL HOLDOWN THREADED ROD SSTB (DIAMETER/EMBED) H5 HDU5 5/0' DIA. 24' 24 Hu HDUI1 I' DIA. 24' N/A HI4 HDUI4 I' DIA. 26' N/A HOLDOWN INFORMATION See Structural 5peciFication Sheet 53.0 for More Detailed InFormation, Anchor Bolt Diameter 4 Embedment Length Indicates The Minimum Required values. - All Threaded Rode Steel are A5TM A301 (UNO) - Holddown Hardware Must be Secured in Place Prior to Foundation Inspection. 14'-5 1/4' 49'-0 1/16' 24'-II 114' 29 33. 30 II'-5 1/2' ---------------------------- ------ 2a x 48"D GRADE BEAM w/ (3) r, CGNT. TOP 4 M. C 0 OOTINowe U PIER SCHEDULE 5YM50L WIDTH DEPTH STEEL 24 lmrA eNO 24' 10, feed, myl (3) "4's 28 28, 12' (3) 04's 32 32, 12, (4) 04's 36 36, 12, (5) 04's 42 42' 12, (6) 04's 48 40' 14' (1) 04's PERIMETER FOOTING SCHEDULE SYMBOL WIDTH DEPTH STEEL RUN TO SIR fCCNiReNYJe) 16 6' 12, (2) 5's (E 13/I6' -- 32 23 S3.3 S3. HDU14 of bxb DF H14 (TYP. OF 2) II' -If l/8' 3'-b 3/6' 3'-8 5/16' a rl'-11 1/2' ro m v C� (b) 5x8'm x 12' ANCHOR BOLTS J wl 3x P.T. SILL iE F 28 I �— C,i�:�-o . Digitally signed by Lucille L Lucille L. Hunter, P.E. Date: 2021.08.24 Hunter, P.E. 10:11:06-06'00' CIE; MIN V 9 92 v v 4 V 5 C M SILLS 4 PADS: 2 x PRESSURE TREATED LUMBER (TYP.) - WHEN NOTED FOR A SPECIFIC SHEARWALL, FOUNDATION SILL PLATES (UNLESS NOTED OTHERWISE ON FOUNDATIO PLAN) AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LES THAN A SINGLE 3' NOMINAL MEMBER. ANCHOR BOLTS: %4 x 10' A.B. a 4'-0' oc. (UNO). MAX. 2 ANCHOR BOLTS PER BOARD MINIMUM, 12' FROM ENDS MAXIMU ANCHOR BOLTS EMBEDDED T INTO CONG, MINIMUM. INSTALL 0229' (3 Ga.) x 3' x 3' WASHERS ON EACH ANCHOR BOLT. WHEN 3x P.T. SILL IS REQUIRED, PROVIDE 12' LONG ANCHOR BOLTS TO MEET T EMBEDMENT REQUIREMENTS STEMWALL: 8' WIDE w/ 04 REBAR HORIZ. 4 VERT. 0 15' o.c. (ALTERNATE HOOK DIRECTION INTO FOOTING) METAL CONNECTORS: ALL HANGERS SPECIFIED ARE SIMPSON STRONG TIE, U.N.O. POSTS 4 COLUMNS: DF UNO. (LOCATE AS NOTED) PSL'e: ALL PSL's SHALL HAVE Fb= 2400 PSI, Fc= 2500 PSI, AND E=1.Tx106 PSI MINIMUM CONCRETE SLABS: PROVIDE 6' CONCRETE SLAB ON GRADE WITH 03 REBAR 9 16' o.c. OR 04 REBAR 9 IS' oc. B/W s CENTERLINE. PREPARE GRADE WITH 4' OF SAND 4 GRAVEL AGGREGATE BASE COMPACTED TO 95% OF RELATIVE COMPACTION. PROVIDE PERIMETER 4 INTERIOR EXPANSION JOINTS AS REQUIRED, AND PROVIDE CONTROL JOINTS ON AN INCREMENTAL BASIS. EXTERIOR FLATWORK: PROVIDE b' CONCRETE SLAB ON GRADE WITH 13 REBAR o 16' oc. OR 04 REBAR m 18' o.c. B/W a CENTERLINE. PREPARE GRADE WITH 4' OF SAND 4 GRAVEL AGGREGATE BASE COMPACTED TO 95 0 OF RELATIVE COMPACTION. STRUCTURAL ENGINEERING NOTES ❑ - SYMBOL INDICATES A FOOTING - SEE FOOTING SCHEDULE, SHEET 53.0. 0 - SYMBOL INDICATES A PIER - SEE PIER SCHEDULE, SHEET 63.0. O - SYMBOL INDICATES A HOLDOWN - SEE HOLDOWN SCHEDULE, SHEET 63.0. PROVIDE ANCHOR BOLT TO MATCH HOLDOU,N SPECIFIED - SEE HOLDOWN SPECIFICATION TABLE, SHEET 53.1 CONTRACTOR TO VERIFY HOLDOWN LOCATIONS AT SHEAR WALLS SEE SHEET 53.1 FOR STANDARD STRUCTURAL DETAILS PER APPLICATION. - P05T SPLICES AT FLOOR LEVELS SHALL HAVE 5T6224 5/5,UNO, WHERE POSTS AND MULTIPLE STUDS ARE SPECIFIED, THEY ARE TO BE STACKED IN ALL WALL FRAMING AND SOLID VERTICAL GRAIN BLOCKING SHALL BE PROVIDED AT ALL FLOOR LEVELS DOWN TO THE FOUNDATION. ENGINEER RECOMMENDS USE OF MFGR'D LUMBER OPTIONS WHEN SPECIFIED. CONTRACTOR TO VERIFY THAT DIMENSIONING SHOWN CORRELATES WITH THE ARCHITECTURAL PLANS. IMMEDIATE CONTACT IS REQUIRED IF ANY INCONSISTENCIES ARE FOUND, 0 SCALE: 114' = 1'-0' a a 0 z 0 a U w 0 0 m N w (n L— a) J 0 t C do - ro00 E rn C �p.0.. W Mmorn° c c 0)mC;0 y° VI N C. Qa 00 0 f...{ 9 3 � r -D j O 3 H y a 3 Cat O U Z Z W a. � Q z� �o J M O W J } 0-U >> Q 06 0 U _ J O w 0 o C� O - Q LL Q _ 0 0*) u' A El t] 2 1 1 2 3 11 5 0 SHEAR 44 L SCHEDULE EDGE NAIL SYMBOL SHEAR PLY SPACING" 0 R-12 Zip Panel 3' - Use R-12 (21/1" Thick) Zip Panel w/ 2x6 DF 5tud5 a 16' c.c„ Typ. - Use 0.13" Shank Nails With I112' Minimum Penetration Into Framing. - Field Nail a 12' o.c., U.N.C. - Nail All Shear Plywood With Edge Nail Spacing 6 Top Plate, Mud &ill, Posts, All King Studs, Blockings, Sole Plates, Headers, Beams, All Studs w/ Holdowns or Straps 4 Panel Edges a Rim Board Acrossing Floor. - Provide Blocking 9 All Horizontal Edges Of Shear Plywood Or Gyp. Bd. HDU5 o/ (2) 2x6 DF (TYP. OF 2) --—-- �z - - — - - EDGE NAIL 51I1501. SHEAR PLY SPACING" (3x) (3x) sa (2) 112' ad 0 2' 5/5 '3x' = ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3' NOMINAL MEMBER - Use 1/2" APA Rated Shear Ply / 055 or Rated Equivalent U.N.O. - Use Common Nails And Field Nail 0 12' oc„ U.N.O. - Nail All Shear Plywood With Edge Nail Spacing 9 Top Plate, Mud Sill, Posts, All King Studs, Blockings, Sole Plates, Headers, Beams, All Studs w/ Holdowns or Straps d Panel Edges 9 Rim Board Acrossing Floor, - Provide Blocking a All Horizontal Edges Of Shear Plywood Or Gyp. Bd. Digitally signed by Lucille L. Lucille L. Hunter, P.E. Hunter, P.E. Date:2021.08.24 10:10:41-06'00' SHEATHING: C D A MINIMUM OF 1/2' CDX PLYWOOD, NAILED PER SHEAR WALL CALLOUT5 AND SHEAR WALL SCHEDULE, UNO. a \m+ WALLS: D 2x C6 DF STUDS g IV o.c. E F TOP PLATE SPLICES: USE ( 14 ) 16d NAILS AT ALL TOP PLATE SPLICES (48' LONG), UNO. HII HDUII of 46 DF (TYP. OF 4) 12IMEN51ON5: MEASUREMENTS ARE TO STUD FACE UNO,Z- 31 31 Z `yl " �— S3.3 _ _ _ �— POSTS d COLUMNS: 3.3 --- -- _ - ~.0711 DF RI, UNO. (LOCATE AS NOTED) EWC's: (ENGINEERED WOOD COLUMNS) ALL EWC's SHALL HAVE Flo. 2400 PSI, Fc= 2500 PSI, 3r3x� AND E=1.Tx10 PSI MINIMUM 3x)� Z +�NIP Z Z WALL FRAMING: �y5 is ALL LUMBER SHALL BE DF STD: NO. 2 OR BETTER, EXCEPT S TO BE STUD GRADE OR BETTER DNLES SNOTED OTHERWISE. 2 o BALLOON FRAMING REQUIRED AT ALL GABLE WALLS. BALLOON FRAMING REQUIRED AT ALL 5TAIRWELL6, U.N.O. METAL CONNECTORS: ALL HANGERS SPECIFIED ARE TO BE 51MP50N STRONG TIE, U.N.O. STRUCTURAL ENGINEERING SYMBOLS Z D SEEBCHEDUL A EET 530 WALL NAILING - i 3 3x - 5YM50L INDICATES SHEAR WALL FRAMING - WHEN NOTED FOR A SPECIFIC SHEAR WALL, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SNGLE 3' NOMINAL MEMBER. El ---- SYMBOL INDICATES APPROXIMATE LENGTH AND LOCATION OF SHEAR PANEL. 0- SYMBOL INDICATES A HOLDOWN - SEE HOLDOUN SCHEDULE, SHEET 63.0. PROVIDE ANCHOR BOLT TO MATCH HOLDOa N SPECIFIED - SEE 4OLDO0 SPECIFICATION TABLE, SHEET 63.1 CONTRACTOR TO VERIFY HOLDOUN LOCATIONS AT SHEAR WALLS SEE SHEET 63.1FOP STANDARD STRUCTURAL DETAILS PER APPLICATION. PGS' SPLICES AT FLOOR LEVELS SHALL HAVE cJ 5T6224 5/5, UNO. SHEAR PLY SHALL RUN CONTINUOUS TO ENDS OF PANELS To HOLDOWN STUD. ENGINEER RECOMMENDS USE OF MFGR'D LUMBER OPTIONS WHEN SPECIFIED. C 31 S3.3 2/2 rsni HI4 HDUI4 o/ 6x6 DF (TYP. OF 2) E) (F ti PLOOR PLAN SCALE: 1/4' = I'-0' w w z ° w J 0 J LL a a m mLU m ° m K Z o'° s m = W o 0 CQ Q zD0o Q 0 cl�=W° z� m J (D I-- � J U D Q 06 C) O = J 0 w w (D can Q u- ry = n 2 rn G 6 5 3 2 � 3 � o J " > v> v 3 4 5 C 45. (TYPJ 6' BCI 6000 0 24' o.c. 11■I�11�1� e��Il'e`iill�l - �1■ ��llllllfi•�llllllflll� ��■I�II�� .l.lN ■il■I�1 1■I�1■I�1■I�1■I�1� �1■I�1■I�1■II (3) 13/4' x II /4' (MIN) LVL (FLAT) I I I OOF FRAMING DESIGN SNOW LOA ROOF SNOW LOAD = 15 P5F BEAM I3/4' x II/4' LVL OR (3) 13/4' x 9/4' LVL ST6224 STRAPS (ols) TO DEL TRI`IR, SHEATHING: 19/32' CDX PLYWOOD (OR EQUAL) EXPOSURE I, APA SPAN RATED ( 40/20 ). STAGGER JOINTS - NAIL WITH 8 d ® 6'o.c, ALL EDGES, GABLE ENDS, AND FRIEZE BLOCKS - NAIL WITH 8 d . 12' C.C. FIELD TOP PLATE SPLICES, PROVIDE ( 14 ) 16d COMMON NAILS 9 EACH TOP PLATE SPLICE, MINIMUM OF 48' OVERLAP AT EACH SPLICE HEADERS: 6X10 DM OR (2) 1/4' x 11/4' LVL, U.N.C. TRIMMERS: DOUBLE TRIMMERS AT OPENINGS GREATER THAN 3'-0' BEAMS: ALL LVL's SHALL HAVE Fb= 2600 P51, Fv= 285 PC, AND E=1.9x104iP51 M(IMUM, 6 UNO NAIL MULTI -PLY LVL's W/ (3) Ibd's 9 12' oc. EWB's• (ENGINEERED WOOD BEAMS) ALL EWB's SHALL HAVE Fb= 2900 P51, Fv= 285 PS, AND E=2 AO"PSl NIMUM ALL GL.B.'s TO BE 24F-V4 DF. GLU-LAM. BEAMS E XPOSED TO THE WEATHE MUST BE RATED EXTERIOR, OR PROTECTED w/ A ROPRIATE FLASHING. ALL FLOOR BEAMS ARE RECOMMENDED TO BE ORDE ED WITH ZERO CAMBER A.I.T.C. CERTIFICATE OF COMPLIANCE FOR GLU-1_4 BEAM SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO INSTALLATIO . POSTS I COLUMNS: A DF 1, UNO. (LOCATE AS NOTED) B EWC's:(ENGINEERED WOOD COLUMNS) ALL EWC's SHALL HAVE Fb= 2400 PSI, Fc= 2500 PSI, AND E=1.lxI06 PSI MINIMUM METAL CONNECTORS: ALL HANGERS SPECIFIED ARE TO BE SIMPSON STRONG TIE, UN.O. STRUCTURAL ENGINEERING NOTES - SEE SHEET 53,1 FOR STANDARD STRUCTURAL DETAILS PER APPLICATION. - WHERE POSTS AND MULTIPLE STUDS ARE SPECIFIED, THEY ARE TO BE 5TACKE IN ALL WALL FRAMING AND SOLID VERTICAL GRAIN BLOCKING SHALL BE PROVIDED AT ALL FLOOR LEVELS DOWN TO THE FOUNDATION. - ENGINEER RECOMMENDS USE OF MFGR'D LUMBER OPTIONS WHEN SPECIFIED. (3)13/4' x 11/4' (MIN) OR (2) I34' x V/4' (MIN) LVL (FLAT) 38 (iYP.) 3944 3.4 24v HSS ■If�l■�E�ih+i41i1i1i4S/PPJA1Pr..,,, fY�l■I ;a; I�■wwRui :::ri ii iro /1�1.3 P.Pu.Pdi.� ll.- I>��1•MI��I_� . r• C � i��- �i�l���♦ ■I�1■IJ� �1■I�1■I�1■I�1■Iw n �I�1►\I�1■I■ �A�'■III�III�IEMII/i�lll l � 1 ■III■I�1■I�11■I�1■L.�j�ii��i- . 1 ■... .arrnnllr 4u w.u...... (3) I3/4' x 9/4' (MIN) LVL (FLAT) HGAIO (5/5) - VALLEY/RIDGE BEAM TO HSS BEAM w/'/4' SELF -TAPPING SCREWS TO HSS BEAM LSSR 410 134' x 14' (MINI LVL �6 HSS 14x&x3/6 D 16'BCIW016'o,c. w/ L65R 410 HGR5 (TYPJ 40 3.4 E 14x6x3/16 (3) P/4' x 1 /4' (MIN) OR (2) 13/4' x 94' (MIN) LVL (FLAT) x I6' LVL 11 -- ii —1 1 • ' r1 IV BCI 6000 • 24' oc. 0 (3) 134' x 14' (MIN) L (FLAT) T E HHUS410 X (3) 13/4' x 14' LVL w/ 6T6224 STRAPS (3)13/4' x 11-1/6' Lucille L. Digitally signed by Lucille L. Hunter, P.E. Hunter, P. E, Date: 2021.08.24 10:10:17 -06 00 F — 46 3.4 TYPICAL CORNER FRAMING: 10'! BCI OR 2x OUTLOOKER5 TO MATCH RAFTER DEPTH e 24' o.c. w/ INVERTED HANGERS TO FIT (]US OR LUS) 2x STRUCTURAL FASCIA BACKING w/ L10 AT COMER 2x BLOCKING TO MATCH RAFTER DEPTH 0 16' oc. w/ (2) 16d's TO OUTLOOKERS 1 AND STRUCTURAL FASCIA BACKING F 2 C7 _ 32 33 STEEL RIDGE BEAM TO POST 1455 566/16 OR 51/4'61/4' PSL OR 0 � V m �1 39 (SIM - INVERT) PSL POST TO HSS BEAM OR WELD HSS POST TO H55 BEAM 5) w w F z�o q � O O m m m ° W ° m o L V N J _ � !a E & waN �;m C NkU Yew 1�m�� 41 rr''ll C W U rn CD d d I^ No V f'a C c 5 �z om 7 N 2Qa 3 n O dg O;C) ig _z of W Q Z �� O O < _I O W Z Co f) _j 0 CL U > Z) q^xx W O T .—I W J 0 O < LL w 2 _ _0 0) [t v 0 5 M Cl VA i GENERAL CONSTRUCTION NOTES: L GENERAL a) All work shall conform to the 2015 IBC and applicable local codes. The engineering analysis has been performed as per the specifications of the 2015 IBC. b) Where applicable, allowable stresses have been increased for timber 15`30 (except where prohibited) for snow and 60% For wind and seismic. c) All codes and standards shall be the most current edition as of the date of the calculations. d) The Engineer is responsible For the structural items in the plans only. Should any changes be made From the design as detailed in these calculations without written approval From the Engineer then the Engineer assumes no responsibility For the entire structure or any portion thereof. e) These calculations are based upon a completed structure, Should an unFinished structure be subjected to loads, the Engineer should be consulted For an interim design or iF not, will assume no responsibility. f) The details shown on the drawings are typical. Similar details apply to similar conditions. 2. SITE WORK a) Assumed soil bearing pressure shall be determined in accordance with IBC Table 1806.2 or IF a Geotechnical Report is provided, the Report shall supercede these specifications. b) Building sites are assumed to be drained and Free of clay or expansive soil. These calculations assume stable, undisturbed soils and level or stepped Footings. Any other conditions should be reported to this Engineer. c) Foundations shall bear on non -expansive native soil or compacted structural Fill. Any loose soil in the bottom or the footing excavations shall be compacted to at least Solo relative compaction or removed to expose firm, unyielding material. d) All footings shall bear on undisturbed soil with a footing depth below frostline, (per local requirements). Footings shall bottom at 12" (minimum) below natural undisturbed grade. e) All finished grade shall slope a minimum of 6% away from Foundation for a minimum of 10 ft. f) This Engineer has not made a geotechnical review of the building site and is not responsible For general site stability or soil suitability For the proposed project. g) Foundation design is based on minimum Footing dimensions and bearing capacities set Forth in Tables 16062 and 1809.1 of Chapter IS of the IBC or the Geotechnical Report, if available. If ne Geotechnicai Report is available, assume Class 4 soil with allowable soil bearing pressure as per local policy, uno, with a constant expansion index less than 20, 3, FILL 4 BACKFILL (GEOTECHNiCAL REPORT IF AVAILABLE SHALL SUPERCEDE THESE SPECIFICATIONS) a) Fill material shall be Free From debris, vegetation, and other foreign substances. b) Backfill trenches shall be compacted to 90% density per ASTM 01551 to within 12" of finished grade. The top 12" shall be landscape fill c) Backfill at pipe trenches shall be compacted on both sides of pipe in 6" lifts. Cl) Waterproof exterior faces of all Foundation walls adjacent to usable spaces. e) Backfill at Foundation walls shall be compacted to So% relative density, unc. F) Use 4" diameter PVC, uno, perforated pipe sub -drain behind all retaining walls. Slope pipe to drain to daylight amd/or drywell. d. CONCRETE / MASONRY A) Concrete shall have a minimum 28 day compressive strength of 2500 psi, unc and 3500 psi for all slabs on grade, umo. b) Concrete exposed to Freezing 4 thawing or deicing chemicals shall be air entrained per ACI 316, Section 4.1.1. c) All slabs on grade shall have a minimum thickness of 4" and be reinforced with (bx6XI0WW mesh at centerline as per ASTM A185, unc. d) All slabs on enable e shall bepI placed over 4" minimum of Free drai mng aggregate base compacted to a minimum of SE°% relative compaction. Provide 2" sand above and below a 10 mil. (min.) vapor barrier at all living areas and areas requiring moisture protection. e) All slab on grade suberade (upper six inches) shall be scarified, moisture conditioned to within 2% OF optimum, and uniformly compacted to at least So% of maximum dry density as determined by ASTM Di551 and IBC Chapter 15. This will not be required if slabs are to be placed directly on undisturbed compacted structural fill. f) Waterproofing of Foundations and retaining walls is the responsibility of the client. g) Reinforcement shall be grade 60 as per ASTM A615 uno. h) Concrete stem walls and footings perform best as a monolithic pow. Provide vertical #4's a 16" cc, in stemwall developed into Footing For two -poured stemwall / footing assemblies where enow loads exceed 150 psf. I) All masonry units shall conform to ASTM C80 grade N. j) All masonry cells are to be solid grouted with mortar conforming to ASTM C21S Type S, with a 28 day compressive strength of 2000 psi min. k) Reinforcement cover in cast-im-place concrete shall be as follows: 3" - Concrete cast against and permanently exposed to earth. 1 1/2" - Concrete exposed to earth or weather with 05 bars or smaller. 3/4" - Concrete not exposed to weather or in contact with ground, 011 bars and smaller. 1 1/2" - Beams, columns, and pilasters, cover over ties. 1 1/2" - clear to top For reinforcement in slabs on grade. Per ACi 316, Section 1.1.1. 1) Provide slab control joints (Saw cut or plastic inserts) at incremental Spacing each way. Joint depth to be 1/4 of slab depth. Maximum recommended distance between joints is 12'. m) Vertical steel placement in masonry stem walls to be #4 bars at 32" cc. maximum spacing, unc, n) Horizontal steel placement in masonry stem walls to be #4 bars at 24" cc. maximum spacing, unc. c) Reinforced concrete shall conform to applicable requirements of IBC and ACI Standard 30. p) Aggregate shall conform to ASTM C33 For stone aggregate. q) Use normal weight concrete (145 pcf) for all concrete, uno. Use Type II cement, wo. Use Type V cement IF soil contains sulfate concentrations of 0.251. or more. r) Weather protection: 1) In hot weather, Follow "Hot Weather Requirements", per ACI 318, Section 5.13. 2) In cold weather, Follow "Cold Weather Requirements", per ACI 318, Section 5.12. a) All reinforcing steel and anchor bolts shall be accurately located and adequately secured in position before and during placement of concrete. t) All details of fabrication and installation of reinforcing steel shall be in accordance with the ACI Manual of Standard Practice. u) Client shall level completed foundation before commencing Framing and record any variations in the Foundation of 1/2" or greater. 5, FRAMING / LUMBER a) Roof plywood thickness is per APA load tables based upon roof live load and Framing spacing. Apply face grain perpendicular to Framing, stagger panels and nail per plan. b) Floor plywood shall be APA rated plywood and glued and nailed per plan. c) Plywood shall conform to APA, PS 1. Shear plywood shall be 'Exposure I' C-D, C-C, or rated panel siding, uno. Alternate sheathing may be substituted for Floors, roofs, and shear walls provided they are structurally equivalent to the plywood apecified. Plywood permanently exposed to weather and/or moisture shall be rated 'Exterior'. d) Wood structural panel diaphragms and shear walls shall be constructed with wood structural panel sheets not less than 4 feet by 8 Feet, except at boundaries and changes in Framing where minimum sheet dimensions shall be 2 Feet by 4 Feet. Framing members or blocking shall be provided at the edges of all sheets in shear walls. e) Headers that are not specifically addressed in the calculations shall be typical header specified on the plans. (OK by observation), N All Foundation sill plates, mailers, and ledgers in direct contact with concrete and within 6" of ground shall be pressure treated Douglas Fir or Hem Fir. g) Studs shall be stud grade or better. In no instance shall a stud wall be used to retain soil or resist ateral pressure due to snow loading. In the case of snow build up against a stud wall the owner Shall be responsible to eliminate Snow to stud wall contact. h) All Framing lumber shall be Douglas Fir Larch with moisture content less than 19%, unc. 0 Glu-lama shall be 24F-V4 unc. Glu-lama exposed to weather must be rated for exterior use by the manufacturer or approved protection from exposure to be provided. In beams For floor applications, zero camber shall be provided. j) Laminated veneer lumber (LVL) and engineered wood beams (EWB) specified shall have the Following minimum design strengths: 1 3/4" wide: Pb-2600 psi, Fv--285 psi, E=1,900,000 psi and 2-11/16" wide 4 up: Fb:29oo psi, FV-285 psi, E-2,000,000 psi. k) Where multiple trimmers or studs are specified, those trimmers are to be stacked in all wall Framing and solid vertical grain blocking shall be provided 0 all floor levels down to the foundation, uric. U Where posts with column caps, straps, or bearing plates are called out for, the load is to be transferred to the Foundation with posts 46 specified and solid vertical grain blocking shall be provided 6 all Floor levels down to the foundation, unc. m) All built up, laminated double or multiple rims, joists, beams, 4 blocking shall be nailed togetner with (3) rows of lOd nails at 12" cc. Stag. uno. Three piece members shall be nailed from each side w/ Ibd's. n) All 4x and (ox posts and columns shall be DP. 01 or better, uno. All other 4x and bx framing members shall be D.F. 02 or better, Leo, c) All Framing members speciFied in these calculations are minimums, and larger members may be substituted. p) All Floor openings shall be between joists, unc. q) DO NOT drill holes, notch, or cut into beams, studs, and joists, unless detailed on the plans. r) When using "green" lumber, care shall be taken to allow For the effects of shrinkage. IF necessary to avoid sagging, joists, rafters, and beams shall be braced at midspan until lumber has dried out and reached a stable moisture content. s) Where Feasible manufactured options have been specified, engineer recommends the use of manufactured lumber products in lieu of dimeneional lumber in all cases to control shrinkage related problems. 6. TRUSSES a) All prefabricated trusses shall be fabricated by a code approved manufacturer. The manuFactwer shall be responsible For the design and certification of the trusses. b) It is the responsibility of the manufacturer to conform the truss dealer according to the loading conditions as called for in these calculations, such as (1) live and dead loads, (2) truss spacimg, (3) spans and eave overhangs, (4) roof pitch, ($) bearing points, and (6) drag loads. c) Client shall supply to the Engineer calculations and shop drawings For approval prior to Fabrication. d) All calculations and shop drawings shall be signed by a registered engineer of the state in which the structure is to be built. e) Trusses shall be designed in accordance with the latest local approved codes and ordinances for all loads imposed, including lateral loads and mechanical equipment loads. Truss fabricator shall review all architectural drawings and meet architectural profiles as indicated. F) Shop drawings shall also include the following inFormation: 1) Project name and location. 2) All design loads as set Forth in these calculations. 3) Member Stresses, deflections, type of joint plates, and allowable design values. Truss joints shall be designed per requirements of the Truss Plate Institute (TPI). 4) Type, size, and location of hangers to be used For the project. Hangers shall be designed to support the full vertical load and a lateral load equal to 20% of the vertical reaction. All connectors shall be code approved and of adequate strength to resist the stresses due to the loading involved. e) The truss manufacturer shall be responsible For all truss to truss connections, all truss to girder connections, and if the girder truss is made up of more than one truss, all connections between these trusses. h) The truss manufacturer shall insure that the truss package meets the profile as required by the contract documents. I) Total load deflection shall be limited to L/240. Live load deflection shall be limited to L/360. j) Trusses are to be handled, installed, and braced in accordance with BCSI-BI by the TPI and WTCA. k) Where truss blocking is called out, the blocking piece shall be the same depth as the adjoining members and capable of resisting a lateral load equal to 500 pounds in its plane, UN,O., or be sheathed with 1/2" COX plywood and nailed with lod common nails at 6" oz, edge nailing. 1) The truss manufacturer shall be responsible for the design of all trusses used as drag or chord members and shall insure that such trusses are placed as required on the Framing plans. The amount of load to be laterally transmitted by the member shall be a minimum of 2000 pounds unless otherwise shown on the Framing plans. m) The truss manufacturer shall provide a means of attic access when spacing is 16" oz. or less, n) Gable end trusses shall be structural, designed to support overhang and to allow a top chord notch of 1 1/2" c) Girder trusses are to be supported by multiple trimmers, unc. p) All non -bearing walls are to have a 1/2" gap to the bottom chord of trusses. q) When snow loads exceed 50 par the trusses shall be stacked over wall studs at bearing points. 1, HARDWARE / STRUCTURAL STEEL a) All hardware specified shall be Simpson Strong-Tia Co. (or equal) installed per manufacturer's specifications, uno. All Hardware located in wet service locations shall be Stainless steel or hot -dipped galvanized. Hardware or Fasteners that are to contact preservative treated (p.t.) or Fire retardant treated wood must be stainless steel or hot -dipped galvanized. Additional care must be given to the corroaivity of certain combinations of p.t. lumber and uncoated and even coated hardware and Fasteners. It is anticipated that the chemical treatments of the available lumber in any region will change over time. Check with the p.t. lumber manufacturer in regards to the exact chemical composition of the p.t. treated lumber being used, and then contact the engineer of record to verify the correct specification for the hardware and fasteners. b) Structural steel shall conform to ASTM 436, unc. Structural wide Flange steel shall conform to ASTM A992 GR50, uno. Pipe columns shall conform to ASTM 453, type E or S, unc. Hollow structural steel sections shall conform to ASTM 500, Grade B, wo. c) All welding shall conForm to the American Welding Society specifications. All welding shall be done by welders certified by the local building authority. All shop welding shall be in an approved Fabricators shop authorized by the local building authority or specific inspection per the IBC shall be provided. All field welding shall require special inspection per IBC Section 1104, d) All welding electrodes shall be SIOXX or shielded wires with Fy greater than 10ksi. e) All nails speciFied are common nails. Nails for sheathing may differ as specified in the shear wall schedule. No substitutions unless specified on plans or in these calculations or approved in writing by Engineer. f) The minimum nailing For all Framing shall conform to IBC Table 2304.10.1. g) All bolts speciFied must meet ASTM 4301. Bolt holes shall be 1/32" to 1/16" larger than the specified bolt. Washers shall be used at each bolt head and nut next to wood. All washers to be not less than standard cut washers. h) Provide .229" (3 GA.) x 3" x 3" washers cm all Foundation anchor bolts. The edge of the washer needs to be installed such that the edge of the plate washer is within 1/2" of the edge of the sheathed edge of the sill. i) In steel to steel connections thread shall be excluded from shear plane. S. DESIGN LOADS a) All floor and roof systems shall be designed per the IBC Chapter 16. Use floor design loads as set Forth in Table ':6011 of the IBC. Use roof design loads as set Forth in Section 1607.12 of the IBC. b) Snow loading as per Figure 1608.2 and Section 1608 of the IBC, and ASCE 7 Section 7 and local amendments. c) Where snow loads occur that are in excess of the design conditions, the structural systems shall be designed for such loads as determined by the local building official. d) Every building or structure and every portion thereof shall be designed to resist wind effects in accordance with IBC Section 160E and ASCE 7 Sections 26.3C. e) Every building or structure and every portion thereof shall be designed to resist the effects of seismic ground motions in accordance with IBC Section 1613 and ASCE 7 Sections 11 thru 23. F) Design snow loads of 30 per or less need not be combined with seismic loads. Where design snow loads exceed 30 psf the design snow load shall be included with seismic loads, but may be reduced up to 50%. Some jurisdictions use lesser reductions, see seismic calculations. FOOTINGS - TYPICAL, U.N.O. PIER SCHEDULE SYMBOL WIDTH DEPTH STEEL CAPACITY." ram>ix, rxmwv 100m P5F 12' or Clgqcw, 16' or 21 DIA Ia. or (24 )PIA. 21, 24' 28, 32' 36. 42' 48' Il 12, 12, 12, 12, 14' l2)"4's 1000 (2)04's 1,111 (2) 04's 2,250 (2) 04's 3063 (3) 04's 4,000 (3) 04'5 5,444 (4) 04's 1,111 (5) 04's 9000 (6) 94's 12250 (1) 04's 16000 CAPACITY, # 1500 P5F 1,500 2,661 3,315 4,5S4 6,000 SAG(, 10,066 13,500 18,315 24000 CAPACITY, 2000 PSF 2,000 3566 4,500 6,125 8000 lops 14222 ISOM 24500 32000 v 54' 14' (6) 04's 20250 30,315 40,500 60 60' 14' 9) "4's 25,000 31,500 50,000 66 66' 14' (10) *4's 30250 45,315 60,500 12 12, 14' (11) 04'5 36000 54000 12000 PERIMETER FOOTING SCHEDULE SYMBOL WIDTH DEPTH STEEL CAPACITY #/FT CAPACITY #/FT CAPACITY #/FT (wa TO tca T�) 1000 F5F 1500 Pap 2000 P5F (2) 04's 1,000 5W 2000 (2) 5's 1,333 2000 2kal IS 18, 8' (2) 5's 1,500 2150 3000 21 21' V (2) 5's 1,150 2,625 3500 24 2E' 8" (2) 5's 2000 3,000 4,000 28 28" 10, (3)5'6 2,333 3500 4,666 32 32' 1e' (3)5's 2,666 4,000 5,333 STEMWALL - V Wide w/ (1) 04 Cont. e Top, UN.O. Provide 04 Verticals m 45' c.c., Hook 6 Footing. (Alternate Hooks). Provide 04 Vert. a 32' o.c, 4 04 Horiz. e 24' o.c. at CMU Stemwalls. - If stemwall Exceeds 36' Above Top Of Footing, Use 04's 6 18' oz. Horizontal Continuous 4 04's s iV oc. Vertical, U.N.O. - All Footings Shall Bear On Undisturbed Soil, Soil Bearing Pressure Shall be Determined by the Gectechnical Report, Local Building Codes or IRC Table R401.4.1 - Exterior Footings To Be Placed At Frost Depth Below Grade Per Applicable Local Codes SHEAR Wo4LL SCHEDULE 3X 5TUD5 REQ'D EDGE NAIL 16d NAIL SDS 1/4"x6" a ALL ABUTTING SYMBOL MINIMUM SHEAR PLY S ACING" SPACING SPACING PANEL EDGES 1/2' ad 6' 6" O.C. i6" o.c. NO ® 1/2' ad e 4' 4' o.c. 12' oz NO 0 1/2' ad a 3' 3' c.c. 5TAGG 8' o.c. TES 0 1/2" ad a 2' 2' o.c. STAGG 6' Co. YES 4)2 ' (2)1/2' ad s 4' B/S 2' o,c. STAGG 5-1/2' o.c. NO 3a , (2) 1/2' ad a 3' 5/5 2' oz. 5TAGG 4' oc. YES 2rz ' (2) 1/2' ad s 2B'S 3' oc. YES AA 1/2 e ad 2 2 o.c. STAGG 6 o.c. YES 1/2' lOd e 2' 2' o.c. STAGG 5-I/2' o.c. YES © 5/8" or 1/2' 5TRUCT. I IOd e 2' 2' o.c. STAGG 5' o.c, YES SD 5/8' GYP. BD. 6d Cooler Q 4' N/A N/A NO k (2)1/2' ad 6 2' 5/5 3' oz. YE5 A, (2) I/2' 106 a 2' 5/6 2-3/4' oc. YES A (2) 5/8' or (2)1/2' STRUCT. I 10d s 2' 5/6 2-1/2' oz, YES Use 1/2' APA Rated Shear Ply / 055 or Rated Equivalent UN.O. Use Common Nails And Field Nail 6 12' o.c., U.N.O. ZIP SYSTEM R-SHEATHING (INSULATING SHEATHING) 0 R-12 (211/29 ZIP PANEL 0.131' SHANK NAILS @ 3' o.c. (EDGE) N/A NO 4 12' o.c. (FIELD) w/ 1112' MIN, PENETRATION INTO FRAMING Nail All Shear Plywood With Edge Nail Spacing a Top Plate Mud Sill, Posts, All King Studs, Biockings, Sole Plates, Headers, Beams, All Studs w/ Holdowns or Straps, 4 Panel Edges m Rim Board Acrossing Floor. Double Shear Walls To Have Shear Ply With Specified Nailing Both Sides, Offset Plywood Edges Or Provide 3x Studs At Location Where Edge Nailing Is Located On Both Sides OF Wall Stud. Provide 3x Minimum Foundation Sills Unless Otherwise Specified On Plans And 3x Minimum Framing Members (Top Plate, Sole Plate, Studs, Posts, Blocking, Etc.) Receiving Edge Nailing From Two Abutting Shear Plywood Panels. All Edge Nailing At These Members Shall Be Staggered, Use SIMPSON M5TC52 To Strap Top Plates Across All Beams, Cont. Posts, And Breaks In Top Plates, UN.O. Provide Blocking s All Horizontal Edges Of Shear Plywood Or Gyp. Bd. Nailing OF Gyp. Bd. w/ 6d Cooler Nails 0 4' oz. Applies To Edge 4 Field Nailing. Use 16d Nails Per Plan a All Top Plate Splices (46' Long) UN.O. 7 HOLDOLN SCHEDULES O HT74 o/ POST PER PLAN O HTT5 o/ POST PER PLAN N2 HIDU2 o/ POST PER PLAN H4 HDU4 0/ P05T PER PLAN H5 HDU5 o/ POST PER PLAN Ns HDUS o/ POST PER PLAN ull HDUII o/ POST PER PLAN HI4 4DUI4 o/ POST PER PLAN Qa HDQ8 o/ POST PER PLAN all HHDQII c/ POST PER PLAN G2I4 HHDQ14 o/ POST PER PLAN 19 HDI9 o/ P05T PER PLAN Digitally signed by Lucille L. Lucille L. Hunter, P.E. Hunter, P.E. Date:2021.08.24 10:09:50-0600' HOLDOWN INFORMATION - All Holdowns To Be Installed Per Manufacturers Specifications. - All Holdown Anchor Rods Shall Be ASTM F1554, Grade 36 And Shall Meet Manufacturers Minimum Installation Requirements. Anchor Rods Specified To Be High Strength To Be 45TM A449. - All Holdowns To Be Bolted, Nailed, Or Screwed To Full Height Studs / Posts / Columns, UN.O- - Anchor Bolts For All Holdowns And All Threaded Rod Options To Be Tied To (U 04 Vertical, Anchors A HDUII, HHDQII, HDU14, HHDQ14 To Be Tied To (2) 04 Verticals, Anchors 6 HDI9 To Be Tied To (2)15 Vertical. All Verticals are to be Developed Into Footing w/ 90 Degree Bend. - Holdown Anchor Bolts Are Designed For Uplift Only, Standard Mudsill Anchor Bolts Are Required (Spacing Per Plan) - Provide Rim Joist Or Solid Blocking 6 HTT16, HTT22, HDC5, HDU2, HDU4, 4 HDU5 4 Straps Across Floors. - Provide Double Solid Blocking a 401,15, HDQ8, HDGIO, HDUII, HHDQII, HDUI4, HHDQ14, HD19 Holdowns. - The Size of the Holdown Posts Specified In the Plans are Minimum Sizes. Bigger Posts May be Used. - Nail Double Studs w/ (2) 16d 0 4-1/2' c.c. Staggered. - Nail Triple Studs wl (2) Ibd Q 4-1/2' cc. Staggered From both sides. ABV Above (E) Existing PL Plate ADD'L Additional EXT Exterior F.W. or PLY Plywood A.B. Anchor Bolt F.N. Field Nail /face Nall PSF Pounds Per Square Foot e At FLR Floor PSI Pounds Per Square Inch BM Beam FTG Footing Pressure Treated or 15RG Bearing FDN/FND Foundation PT Preservative Treated BLW Below GLB Glued Laminated Beam RWD Redwood BLKG Blocking GYP BD Gypsum Board REQ'D Required 5/5 Both Sides HGR Hanger 5CHED Schedule B.N. Boundary Nailing HDR Header SW Shear Wall CANT Cantilever H55 Tube Steel SIM Similar CL Centerline HF Hem -Fir SPEC Specification COL Column HD Holdown 50 Square CONC Concrete HORIZ Horizontal SF Square Footage CMU Concrete Masonry y Unit INT Interior or STAGG Staggered COST Continuous JST Joist STD Standard D.L. Dead Load LVL- Laminated Veneer Lumber STL Steel DET/DTL Detail LL. Live Load 5TRUC Structural DIA, Diameter M.B. Machine Bolt THR'D Threaded DEL Double MFR/MFGR Manufacturer TN. Toe Nail DF Douglas Fir, North MAX Maximum T4G Tongue 4 Groove DWG Drawing MIN Minimum T.O. To OF EA Each (N) New TYP Typical EE Each End N/A Not Applicable u/ Under ES Each Side NT5 Not to Scale UNO Unless Noted Otherwise E.N. Edge Nailing # Number / Pounds VIF Verify In Field EWB Engineered Wood Beam o.c. On Center VERT Vertical EWC Engineered Wood Column ols One Side WWF Welded Wire Fabric EMBED Embedment o/ Over / On WlU 1 Welded Wire Mesh Ea Equal P5L Parallel Strand Lumber w/ With DESIGN CRITERIA DESIGN PARAMETERS Site Elevation: 1 Design Wind Speed: 115 MPH (vuit) Seismic Design Category: C Ground Snow L ad: 98 PSF Exposure: G Seismic Base Shear:.031 W Duration Factor Snow Load Contribution to Seismic Dead Load: 1/5 ROOF FRAMING DESIGN LOADS Rafter Spacing Per Plan Rafter Loading: LIVE LOAD = 15 PSF DEAD LOAD = 20 PSF TOTAL LOAD = 95 P5F ROOF PLYWOOD 19/ 32' CDX APA Rated (40/20 )Or 05B Equivalent -Apply Face Grain Perpendicular To framing. Apply Face Grain Perpendicular To Frammine. Stagger Panels Arid Nail w/ 86 Common 6 6' o.c. Supported edges, Gable Ends, And Friezez Blocks Nail s 12' o.c. In The Field, U.N.O. TOP PLATE SPLICES Use ( 14 ) 16d Nails At All Top Plate Splices (46' Long), U.N.O. HEADER CALCULATIONS Use 6 x 10 DF # 2 a Typical Header or Manufactured Wood Header Option Per Plan, U.N.O. Use (2) Trimmers 0 Openings Greater Than 3'-0', WALL FRAMING Use 2 x 6 D.F. Studs e 16' o.c, (U.N.O.) SOIL BEARING CAPACITY Assumed Soil Bearing Pressure (GT Report by CTL Thompson) = 3,000 PSF OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION?3000 PSF ow% eftFbq PA0 0 4 /Z ) o Cpu*Tv m M m o Ck Z m OC W U) L V J N a+ W ,r�rlls c Nx�0 W Qw �mWC � = U) odc)N o 0 M �p 3 NZ� s C a� 8 0 U i Z w 0 Z D o 0 J LL O Z Li O Q Z m -J c� a > � C)Q06 1 -� o W CD (/) Q u- Q = n _ 0 2 �Y' MECHANICAL DESIGN SHALL CONFORM TO THE 2018 INTERNATIONAL MECHANICAL CODE. PROJECT SHALL BE COORDINATED WITH THE EXISTING BUILDING SERVICES AND SHALL INCLUDE ALL ITEMS NECESSARY FOR COMPLETE AND FULLY OPERATIONAL TENANT MECHANICAL SYSTEMS. MAKE CONNECTIONS TO AND EXTEND SYSTEMS INSTALLED BY OTHERS AND/OR FURNISHED BY OTHERS. PROVIDE ACCESSORIES AND INCIDENTAL ITEMS AS REQUIRED FOR A COMPLETE AND FULLY OPERATIONAL SYSTEM WHETHER OR NOT SPECIFICALLY SPECIFIED AND/OR SHOWN ON THE PLANS. COORDINATE WITH OTHER TRADES FOR A COORDINATED INSTALLATION WITHIN THE AVAILABLE SPACE. WHERE CROWDED CONDITIONS EXIST, PREPARE COORDINATION DRAWINGS SHOWING ALL TRADE CONFLICTS AND SUBMIT TO ARCHITECT FOR APPROVAL AND DIRECTION PRIOR TO ROUGH -IN AND/OR INSTALLATION. RELOCATION OF OUTLETS AND/OR DEVICES MADE PRIOR TO ROUGH -IN SHALL BE DONE AT NO ADDITIONAL COST. ALL WORK SHALL BE PERFORMED BY PROPERLY LICENSED MECHANICS OR UNDER THEIR DIRECT SUPERVISION. ALL MATERIALS AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE APPLICABLE STANDARDS OF UL AND SHALL BEAR THE UL LABEL AS EVIDENCE THAT THE MATERIAL AND/OR EQUIPMENT MEETS THIS REQUIREMENT. INSTALL ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND DETAILS UNLESS OTHERWISE NOTED IN THESE PLANS. IF DISCREPANCIES EXIST CONTACT THE ENGINEER PRIOR TO ORDERING EQUIPMENT AND ROUGH -IN. ALL EQUIPMENT START UP AND TESTING SHALL BE PERFORMED BY THE EQUIPMENT MANUFACTURER TRAINED SERVICE TECHNICIAN. THE SUB -CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIARIZED WITH ALL REQUIREMENTS OF THE CONTRACT PRIOR TO SUBMISSION OF BID. THE SUB -CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS PRIOR TO BID OR START OF INSTALLATION. THE SUB -CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE, AND SHALL NOT COVER ANY WORK UNTIL APPROVED BY THE INSPECTION AUTHORITY. ANY AND ALL FEES ASSOCIATED WITH THE MECHANICAL WORK, INCLUDING CONSTRUCTION AND INSPECTIONS SHALL BE PAID FOR BY THE SUB -CONTRACTOR IN ORDER TO DELIVER A COMPLETE AND FINISHED BUILDING, READY FOR OCCUPANCY AND 100% USAGE. THE SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE SUB -CONTRACTOR HAS FAMILIARIZED HIMSELF/HERSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED, WILL NOT BE RECOGNIZED IF THEY COULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION BEEN MADE. ANY COSTS DUE TO THE LACK OF COOPERATION AMONG TRADES SHALL BE BORNE BY THE SUB -CONTRACTOR. THE INFORMATION PRESENTED ON THESE DRAWINGS IS DIAGRAMMATIC IN NATURE. IT DOES NOT NECESSARILY REPRESENT ALL FITTINGS, HANGERS, ETC. FOR A COMPLETE WORKING SYSTEM. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETELY FINISHED AND OPERATIONAL SYSTEMS. REFER TO LATEST ARCHITECTURAL DRAWINGS FOR: EXACT WALL LOCATIONS, DIMENSIONS, AND PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS. SUB -CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ALTERATIONS REQUIRED BY THE OWNER, ARCHITECT, OR FIELD CONDITIONS. ALL EQUIPMENT SHALL BE NEW, SHALL COMPLY WITH APPLICABLE INDUSTRY STANDARDS, WITH SPECIFICATIONS ON DRAWINGS, AND ENERGY CODE COMPLIANCE CERTIFICATION AS ADOPTED BY THE STATE, AS WELL AS LOCAL JURISDICTIONAL BUILDING DEPARTMENT. SUBMIT DATA FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMITTAL SHALL INCLUDE ENERGY CODE COMPLIANCE CERTIFICATION. DUCTWORK SYMBOLS DOUBLE LINE VD A� r --IL J AD snow SIZE CFM/BLOW r 71 V J Li NUMBER CFM SIZE y NUMBER CFM SIZE EXISTING EQUIPMENT OR DUCTWORK TO BE REMOVED. EXISTING DUCTWORK TO REMAIN NEW DUCTWORK MANUAL VOLUME DAMPER (MVD) MOTOR OPERATED DAMPER (MOD) ACCESS DOOR RADIUS ELBOW (R=1.5) VANED ELBOW BRANCH DUCT TAKE -OFF RISE OR DROP DIRECTION OF AIR FLOW FLEXIBLE CONNECTION (FXC) DIFFUSER CEILING RETURN/EXHAUST REGISTER (R) OR GRILLE (G) SUPPLY AIR GRILLE (G) OR SUPPLY AIR REGISTER (R) RETURN AND/OR EXHAUST AIR GRILLE (G) OR REGISTER (R) n� CONTROL DAMPER OPPOSED BLADE CONTROL DAMPER - PARALLEL BLADE //7//' BACKDRAFT DAMPER UC _ UNDERCUT DOOR DL _ DOOR LOWER (FREE AREA REQUIRED INDICATED IN SQUARE FEET) SINGLE LINE S S VD7 SIZE CFM/BLOW 7wf 7 lL nu CFMBER I-SZEE CFMBER SIZE >`zi AIR DEVICE TO 9� BE REMOVED 1771 SUPPLY OR OUTSIDE AIR RETURN AIR EXHAUST AIR E/ - FIRE DAMPER O SMOKE DETECTOR MECHANICAL GENERAL NOTES AND SPECIFICATIONS ABBREVIATIONS SUB -CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT INCLUDING: FIXTURES SPECIFIED IN EQUIPMENT SCHEDULE ON DRAWINGS FOR REVIEW/APPROVAL (5) DAYS PRIOR TO BID. EQUIPMENT IS NOT TO BE ORDERED WITHOUT SUBMITTAL TO ARCHITECT/OWNER/ENGINEER. ALL SPACE HEATING SUPPLY AIR DUCTS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST S.M.A.C.N.A. DUCT CONSTRUCTION STANDARDS AND BE INSULATED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL JURISDICTIONAL ENERGY CONSER- VATION STANDARDS AND THE LATEST EDITION INTERNATIONAL MECHANICAL CODE. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. INCREASE LISTED DUCT SIZE TO ACCOMMODATE LINER. FLEX SHALL NOT EXCEED 6 FT. IN LENGTH AND SHALL BE TYPE "1" FACTORY DUCT. PROVIDE WITH 1 IN. EXTERNAL INSULATION IF MAIN SUPPLY DUCT IS INSULATED. ALL SUPPLY RUN -OUTS TO HAVE MANUALLY ADJUSTABLE VOLUME DAMPERS WITH ABILITY TO LOCK IN PLACE. THIS SUB -CONTRACTOR SHALL INCLUDE IN HIS/HER BID THE COMPLETE COST FOR THE ELECTRICAL CONTRACTOR TO INTERLOCK EXHAUST FANS AS REQUIRED BY EQUIPMENT SCHEDULE. THIS SUB -CONTRACTOR SHALL FIELD VERIFY 10 FT. MINIMUM CLEARANCE BETWEEN FRESH AIR INTAKE AND ALL VENTS OR EXHAUST OUTLETS. WALL THERMOSTATS FOR HEATING/COOLING UNITS TO BE AUTOMATIC CHANGEOVER TYPE AND INSTALLED 48 IN. ABOVE FINISHED FLOOR. HEATING/COOLING UNITS SHALL MAINTAIN MINIMUM OUTSIDE AIR AS SHOWN ON SCHEDULE OR SHOWN IN FRESH AIR CALCULATIONS. ALL FURNACES OR ROOTOP UNITS SUPPLYING MORE THAN 2000 CFM OF AIR SHALL BE EQUIPPED WITH A SMOKE DETECTOR IN THE MAIN RETURN AIR DUCT WHICH WILL SHUT THE POWER OFF TO THE UNIT WHEN SMOKE IS DETECTED. THIS SMOKE DETECTOR SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR AND WIRED BY THE MECHANICAL CONTRACTOR. IN BUILDINGS WHERE FIRE DETECTION OR ALARM SYSTEMS ARE PROVIDED, THE SMOKE DETECTOR SHALL BE WIRED BY THE ELECTRICAL CONTRACTOR AND SHALL BE SUPERVISED BY FIRE ALARM SYSTEM. SEE LATEST EDITION INTERNATIONAL MECHANICAL CODE FOR ADDITIONAL REQUIREMENTS. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL REMOTE TEST SWITCH AND INDICATING LIGHT AT CEILING LOCATION NEAR FURNACE/ROOFTOP LOCATION. MECHANICAL CONTRACTOR IS RESPONSIBLE TO HAVE ROOFTOP UNIT MANUFACTURERS TECHNICIAN START ALL ROOFTOP UNITS. PROVIDE WRITTEN REPORT FROM MANUFACTURER FOR START-UP COMMISSIONING. DUCTWORK A.DUCTWORK SHALL BE GALVANIZED SHEET METAL INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS. INSTALL TURNING VANES IN ALL ELBOWS. ALL SPIN -IN FITTINGS AND RUNOUTS TO ANY REGISTERS, RETURN, OR EXHAUST TERMINAL SHALL BE PROVIDED WITH MANUAL VOLUME DAMPERS. B.ALL DUCTWORK SHALL BE SEALED IN ACCORDANCE WITH SMACNA STANDARDS. THE DUCT PRESSURE CLASS SHALL BE AS NOTED ON PLANS OR CORRESPONDING TO THE MAXIMUM EQUIPMENT ESP ON EACH SYSTEM. THE DUCTWORK HALL B SEALED TIGHT. Y Q S E EALE G LEAKAGE MAY NOT EXCEED 10% OF DESIGN AIRFLOW AT DESIGN PRESSURE. FOR SMOKE CONTROL SYSTEMS THE DUCT MUST BE TESTED AT 1.5 TIMES ITS DESIGN PRESSURE AND LEAKAGE MAY NOT EXCEED 5% OF DEIGN AIRFLOW. C ALL EXPOSED ROUND DUCTWORK SHALL BE SPIRAL DUCT. NO JOISTS OR CONNECTIONS SHALL HAVE ANY VISIBLE SEALANT FROM THE EXTERIOR SO THE DUCTWORK HAS A CLEAN AND WORKMAN LIKE APPEARANCE. D.DUCT SIZES GIVEN ARE NET INSIDE FREE AREA. LINE DESIGNATION SYMBOLS —E,(NAME) -x-x NAME) -o� m- CS CR CWS CWR PCWS PCWR RL IRS RD GS GR HWS HWR E HPS MPS LPS HPC MPC LPC PC BF BD CF V — R MU OF D FL EXH G —GV- - - LPG — FES FOR FOD FOV SW A BCA IA NPW EXISTING PIPING TO REMAIN (SERVICE AS INDICATED) EXISTING PIPING TO BE REMOVED (SERVICE AS INDICATED) CONDENSER WATER SUPPLY CONDENSER WATER RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN PROCESS CHILLED WATER SUPPLY PROCESS CHILLED WATER RETURN REFRIGERANT LIQUID REFRIGERANT SUCTION REFRIGERANT DISCHARGE GLYCOL SUPPLY GLYCOL RETURN HOT WATER SUPPLY HOT WATER RETURN EXPANSION HIGH PRESSURE STEAM MEDIUM PRESSURE STEAM LOW PRESSURE STEAM HIGH PRESSURE CONDENSATE MEDIUM PRESSURE CONDENSATE LOW PRESSURE CONDENSATE PUMPED CONDENSATE BOILER FEEDWATER BOILER BLOWDOWN CHEMICAL FEED VENT PIPING RELIEF PIPING MAKE-UP WATER OVERFLOW DRAIN FILL LINE EXHAUST NATURAL GAS GAS VENT LIQUIFIED PETROLEUM GAS FUEL OIL SUCTION FUEL OIL RETURN FUEL OIL DISCHARGE FUEL OIL TANK VENT SOFT WATER COMPRESSED AIR BOTTLED COMPRESSED AIR INSTRUMENT AIR NON -POTABLE WATER COMMISSIONING NOTE MECHANICAL EQUIPMENT COMPLIANCE NOTES PRIOR TO THE FINAL MECHANICAL AND PLUMBING INSPECTIONS, THE REGISTERED DESIGN PROFESSIONAL OR APPROVED AGENCY SHALL PROVIDE EVIDENCE OF MECHANICAL SYSTEMS, COMMISSIONING AND COMPLETION IN ACCORDANCE WITH THE IECC SECTION C408 - SYSTEM COMMISSIONING. THE MECHANICAL CONTRACTOR SHALL CONTACT THE STAMPING MECHANICAL ENGINEER AND HIS/HER APPROVED AGENCY TO PROVIDE A PRELIMINARY AND FINAL COMPLIANCE REPORT PER THE IECC SECTION C408.2. COPIES OF ALL DOCUMENTS SHALL BE GIVEN TO THE OWNER OR OWNERS REPRESENTATIVE AND MADE AVAILABLE TO THE CODE OFFICIAL UPON REQUEST IN ACCORDANCE WITH IECC SECTIONS C408.2.4 AND C408.2.5. E. EQUIPMENT FLEXIBLE DUCTWORK CONNECTION NOT TO EXCEED 10 INCHES IN LENGTH WITH A MAX. 25 FLAME/50 SMOKE INDEX. F.FLEXIBLE DUCTWORK TO AIR DEVICES SHALL HAVE A MAXIMUM STRETCHED LENGTH OF 6 FEET. SUITABLE FOR RETURN AIR PLENUM. G ALL EXHAUST TERMINALS MUST BE 3'-0" AWAY FROM IN ELEVATION FROM OPERABLE PORTION OF WINDOW AND DOORS. MC TO OFFSET AS REQUIRED. H.ALL DIRECT VENT VENT TERMINALS MUST BE 4'-0" AWAY IN ELEVATION HORIZONTALLY OR BELOW AND ATLEAST V-0" ABOVE ANY OPERABLE PORTION OF A WINDOW OR DOOR. MC TO OFFSET AS REQUIRED. INSULATION A.ALL ROUND CONCEALED RIGID SUPPLY DUCTWORK SHALL BE EXTERNALLY WRAPPED WITH NOMINAL 1-1/2" THICK (MINIMUM R-6.0) FIBER GLASS INSULATION WITH FIRE RETARDANT VAPOR BARRIER. B.OUTDOOR AIR INTAKE DUCTS SHALL BE EXTERNALLY WRAPPED WITH NOMINAL 1-1/2" THICK (MINIMUM R-5.0) FIBER GLASS INSULATION WITH FIRE RETARDANT VAPOR BARRIER. CAN DRY ENVIRONMENTS (GENERALLY 1% SUMMER DESIGN MCWB < 74 F): WHEN LOCATED IN UNCONDITIONED SPACES ALL RECTANGULAR DUCTWORK SHALL BE LINED WITH 1" THICK 2 POUND DENSITY (MINIMUM R-6.0) FIBER GLASS ACOUSTIC DUCT LINER. ALL DUCTWORK EXPOSED TO OUTDOOR AMBIENT TYPE CONDITIONS (UNCONDITIONED ATTICS, OUTSIDE AIR DUCTS, ETC) SHALL BE EXTERNALLY WRAPPED OR INTERNALLY LINED IN 2 - 2.5" NOMINAL INSULATION (MINIMUM R-8.0). ALL OUTDOOR DUCTWORK SHALL HAVE 2 - 2.5" DUCTLINER (MINIMUM R-8.0) AND THE DUCT BE SEALED WEATHERPROOF PER SMACNA GUIDELINES. RECTANGULAR DUCT WORK IN RETURN AIR PLENUM SHALL BE LINED WITH 1/2" THICK 2 POUND DENSITY (MINIMUM II MAT -LACED ACOUSTIC DUCT LINER. FURNACES AND SPLIT SYSTEM DX COOLING UNITS A.FURNISH AND INSTALL NATURAL GAS FURNACE UNITS AS SCHEDULED ON THE PLANS. ACCEPTABLE MANUFACTURERS ARE TRANE, CARRIER, OR YORK. B.FURNISH AND INSTALL ELECTRIC DIRECT EXPANSION CONDENSING UNITS AND MATCHING INDOOR EVAPORATOR COILS OF THE SAME MANUFACTURER AS SCHEDULED ON THE PLANS. PROVIDE REFRIGERANT LINE SETS SIZED PER MANUFACTURERS RECOMMENDATIONS. C.FURNISH AND INSTALL UNIT COMPLETE WITH ALL OPERATIONAL AND SAFETY CONTROLS FOR SATISFACTORY OPERATION. D. FURNISH AND INSTALL FACTORY FURNISHED PROGRAMMABLE THERMOSTAT. MOUNT AT +42-INCHES AFF. E. INSPECT AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ATTEMPTING TO SET UNITS. PROVIDE 4 INCH THICK CONCRETE PAD OR CONDENSING UNIT MANUFACTURED PAD. PROVIDE NEOPRENE ISOLATORS UNDER UNITS LOCATED ON ROOF. F.UNIT SHALL HAVE 100% ECONOMIZER OPERATION. G.PROVIDE SECONDARY DRAIN PAN FOR AIR HANDLING IT DL G UN OR CONDENSATE OVERFLOW KILL SWITCH. TERMINATE DRAIN TO NEAREST APPROVED RECEPTOR. ELECTRIC HEATING UNITS A.FURNISH AND INSTALL ELECTRIC HEATING EQUIPMENT AS SCHEDULED AND INDICATED ON THE PLANS. B.ELECTRIC UNIT HEATERS SHALL BE FURNISHED COMPLETE WITH ALL MOUNTING HARDWARE AND ACCESSORIES INCLUDING SPACE THERMOSTAT AND/OR SELF CONTAINED THERMOSTAT AS REQUIRED FOR OPERATION. C.PROVIDE WHITE COLOR FINISH UNLESS OTHERWISE INDICATED. D.ALL UNITS SHALL BE UL LISTED. E. E. MC SHALL REVIEW SURFACE VERSUS RECESS MOUNTING OPTIONS WITH GC PRIOR TO ORDERING EQUIPMENT. ASK FOR CLARIFICATION IF CONFLICTS ARISE DUE TO RATED WALLS, RATED CEILING, STRUCTURE, ETC. HVAC REFERENCE SYMBOLS EQUIPMENT IDENTITY (SEE EQUIPMENT ABBREVIATION X LIST AND SCHEDULES) X-X EQUIPMENT NUMBER SYSTEM NUMBER (IF APPLICABLE) INDICATES DETAIL, PLAN, SECTION, AND/OR DIAGRAWAPPLIES ONLY WHERE INDICATED X ON DRAWINGS) X INDICATES DRAWING ON WHICH DETAIL APPEARS INDICATES TYPICAL DETAIL (APPLIES TO ALL CONTRACT TYP DRAWINGS) X INDICATES DRAWING ON WHICH DETAIL APPEARS INDICATES SECTION NUMBER X X INDICATES ON WHICH DRAWING SECTION APPEARS AINDICATES REVISION & NUMBER LOCATION POINT FOR COORDINATION BETWEEN FLOOR PLANS & PIPING DIAGRAMS (NUMBER) ®—► CONNECT NEW TO EXISTING TERMINATION POINT OF ➢EMOLITION eCONNECT TO MANUFACTURER'S PREPIPED CONNECTION POINT OF BEAM PENETRATION PREPURCHASED EQUIPMENT O—� SHEET NOTE NUMBER DEMOLITION NOTE NUMBER AC AIR CONDITIONING UNIT ESP EXTERNAL STATIC PRESSURE NC NORMALLY CLOSED AD ACCESS DOOR ET EXPANSION TANK NO NORMALLY OPEN AFF ABOVE FINISHED FLOOR EAT ENTERING WATER TEMPERATURE NIC NOT IN CONTRACT AH AIR HANDLER (SPLIT REFRIG) EWC ELECTRIC WATER COOLER NK NECK AHU AIR HANDLING UNIT FA FREE AREA CA OUTSIDE AIR AL ACOUSTICAL LINING FX FLEXIBLE CONNECTION OAI OUTSIDE AIR INTAKE AP ACCESS PANEL FC FAN COIL UNIT OAT OUTSIDE AIR TEMPERATURE BB ELECTRIC BASEBOARD RADIATION FD FIRE DAMPER OC ON CENTER B BOILER fLR FLOOR OD OUTSIDE DIAMETER BDD BACK DRAFT DAMPER FOB FLAT ON BOTTOM OBD OPPOSED BLADE DAMPER BFC BELOW FINISHED CEILING FOT FLAT ON TOP PBD PARALLEL BLADE DAMPER BOB BOTTOM OF BEAM FOP FUEL OIL PUMP PRV PRESSURE REDUCING VALVE BOD BOTTOM OF DUCT FP FIRE PUMP PTA( PACKAGED TERMINAL AC BOP BOTTOM OF PIPE FPM FEET PER MINUTE RA RETURN AIR C CHILLER FTR FINNED TUBE RADIATION RAG RETURN AIR GRILLE CD CEILING DIFFUSER GC GENERAL CONTRACTOR RAR RETURN AIR REGISTER CFM CUBIC FEET PER MINUTE GPH GALLONS PER HOUR RCP REFLECTED CEILING PLAN CHWP CHILLED WATER PUMP GPM GALLONS PER MINUTE CHWR CHILLED WATER RETURN HD HAND DAMPER RHC REHEAT COIL CHWS CHILLED WATER SUPPLY HP HEAT PUMP RF RETURN FAN CO CLEAN OUT SA SUPPLY AIR HV HEATING AND VENTILATING UNIT CID CONDENSATE PUMP SAR SUPPLY AIR REGISTER HWC HOT WATER CONVERTER CWR CONDENSER WATER RETURN SCG SMOKE CONTROL GRILLE HWP HOT WATER PUMP CWS CONDENSER WATER SUPPLY SD SMOKE DAMPER HWR HEATING HOT WATER RETURN CT COOLING TOWER SEF SMOKE EXHAUST FAN HWS HEATING HOT WATER SUPPLY Cu CONDENSING UNIT SF SUPPLY FAN HX HEAT EXCHANGER CUR CABINET UNIT HEATER HZ HERTZ SP STATIC PRESSURE CVB CONSTANT VOLUME BOX ID INSIDE DIAMETER TG TRANSFER GRILLE CWP CONDENSER WATER PUMP LAT LEAVING AIR TEMPERATURE TYP TYPICAL D8 DRY BULB UH UNIT HEATER LWT LEAVING WATER TEMPERATURE DS DUCT SILENCER LD LINEAR DIFFUSER LION UNLESS OTHERWISE NOTED DWP DOMESTIC WATER PUMP LF LINEAR FEET VAV VARIABLE AIR VOLUME UNIT EAT ENTERING AIR TEMPERATURE MC MECHANICAL CONTRACTOR VD VOLUME DAMPER EC ELECTRICAL CONTRACTOR MTD MOUNTED VTR VENT THRU ROOF EF EXHAUST FAN MOD MOTOR OPERATED DAMPER WB WET BULB EJ EXPANSION JOINT I MAKE-UP AIR UNIT WMS WIRE MESH SCREEN ER EXHAUST REGISTER VENTILATION SCHEDULE (2018 IMC) SYSTEM OR UNIT# ROOM NAME ZONE FLOOR AREA (SQ.FT.) Az OUTDOOR AIRFLOW REQUIRED PER PERSON (CFM/PERSON) Rp OUTDOOR AIRFLOW REQUIRED PER PERSON (CFM ISO. FT) Ra ZONE OCCUPANT DENSITY P11000SF ZONE POPULATION (PEOPLE) Pz BREATING OUTDOOR AIR FLOW (CFM) Vbz ZONE AIR REQUIRED DISTRIBUTION ZONE EFFECTIVENESS OUTDOOR Ez AIR FLOW Voz CFM ERV-1 FITNESSAREA 354 10 0.06 10 4 62 0.8 78 BATHISHOWER/LOCK 350 -- -- - -- -- -- -- HALL AREA 92 -- 0.06 - -- - -- ERV-2 ENTRY HALL 292 0.06 - -- 18 78 OFFICE 95 5 0.06 5 2 16 0.8 20 STORAGE 103 -- -- - -- -- -- - UTILITY 132 -- - - AH-31ERV-2 KITCHENIASSEMBLY 1005 5 006 1 25 185 1 0.6 231 TOTAL OUTSIDE AIR REQUIRED 352 TOTAL OUTSIDE AIR PROVIDED 450 HVAC TESTING AND BALANCING REQUIREMENTS: THE MECHANICAL CONTRACTOR SHALL EMPLOY THE SERVICES OF AN INDEPENDENT TEST AND BALANCE CONTRACTOR TO BALANCE THE HVAC SYSTEMS IN ACCORDANCE WITH THE DRAWINGS. HVAC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH THE LATEST NEBB PROCEDURAL STANDARDS. THE BALANCING CONTRACTOR SHALL HAVE AT LEAST (3) THREE YEARS OF EXPERIENCE IN TESTING AND BALANCING, THE BALANCING REPORT SHALL CONTAIN ALL INFORMATION REQUIRED BY NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING. THE REPORT SHALL INCLUDE, BUT MAY NOT BE LIMITED TO THE FOLLOWING: A COMPLETE LIST OF BALANCING INSTRUMENTS AND THEIR LATEST CALIBRATION DATES IS TO BE INCLUDED IN THE FINAL REPORT. BLOWER: MOTOR HP, VOLTAGE, AMPERAGE (NAMEPLATE AND ACTUAL) RPM, BELT MAKE/MODEL, SHEAVE MAKE/MODEL. UNIT: MAKE/MODEL/SERIAL NUMBER, FILTER TYPE/SIZE/QUANTITY, FINAL BALANCED DAMPER POSITIONS. AIR INLETS AND OUTLETS: DESIGN/PRELIMINARY/FINAL CFM'S (EXCLUDES RETURN GRILLES). ALL MANUAL SINGLE BLADE DAMPERS SHALL BE SECURED IN THEIR FINAL BALANCED POSITIONS WITH A SHEET METAL SCREW THRU THE DAMPER HANDLE. ALL COMPONENTS SHALL BE BALANCED TO WITHIN +/- 10% OF DESIGN CFM REQUIREMENTS. AIR DEVICE SCHEDULE PLAN MARK STYLE MATERIAL FIN FACE PATT. DAMPER NC (MAX) NO. SLOTS SIZE INLET DIA. REMARKS SD-1 PTBSC STL STAMP OP.BLD 35 - NOTED NOTED 1, 2,4 SGA 1600 STL LF OP.BLD 35 - NOTED NOTED 1, 2,3 RGA S480 STL LF OP.BLD 35 - NOTED NOTED 1,2 EGA S580 ALUM EGG C OP.BLD 35 - NOTED NOTED 1,2 1. MANUFACTURE BASED ON KRUGER 2. ARCH TO DETERMINE FINAL FINISH 3. PROVIDE PLENUM BOX 4. PROVIDE SQUARE TO ROUND ADAPTOR EXHAUST FAN SCHEDULE �-AN MART MFR MODEL NO. LOCATION STYLE CFM ESP (IN) SOLES WEIGHT LBS SPD E,ECTRICA.L DATA REMARKS VOLT PH HP WATTS EF-1 FAIJTECH RVF-6 MECH ROOM WALL 250 0.2 0.3 7 3 115 1 4.8 1,2,4 (1) SELECTION BASED ON 6500 FT ELEVATION (2) FAN SHALL BE ENERGY STAR RATED (3) FAN SHALL BE PROVIDED WITH T-STAT AND ,MANUAL SWITCH WITH TIMER. ELECTRIC HEATER SCHEDULE PLAN MARK MFR MODEL ;t0. STYLE CONTROL ELFC,'RICAL DATA REMARKS VOLTS PH KW Eli-1 BE, -Kb OBD1500 IASEBOARD INTEGRAL TSTAT 240 1 1.5 ��._I Hf-*A (-4K _?0-t z o 1 S= M C BMS ENGINEERING LLC 2515 1/2 SNOWMASS CT. Grand Junction, Colorado 81507 303-319-6184 brendan@bmsengllc.com The Professional Engineers seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this engineer, and this engineer expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal. ORpDO L 9'L;•O r=� ?� 40536 0 �ONAI. 8�25�21 0 LU 0 U J � Z O \�i '��\\ Q W Z = z W J a U o 06 Q Q J = J M� O O 0Q1� a NO. REVISION / SUBMISSIONS DATE PERMIT SET 08/25/21 PROJECT NUMBER DATE 210510 08/25/2021 MECHANICAL SPECS SCHEDULES AND LEGEND DRAWING NUMBER (Momi SPLIT SYSTEM HEAT PUMP SCHEDULE AIR HANDLER HEAT PUMP PLAN MARK MFR MODEL NO. CFM ESP IN IBLOWER ELECTRIC HEAT OUTSIDE AIR PLAN MARK MFR MODEL NO. COOLING HEATING VOLT I PH COND. FAN HP COMP LRA COMP. RLA MCA MFA MIN. SEER HP VOLT PH KW VOLT PH TC SC MBH 047 MBH 017 AH-1 MITSUBISHI PVA-A24AA7 875 0.6 1/3 208 1 3.0 208 1 47 HP-1 MITSUBISHI PUZ-HA24NHA 24.0 22.0 26.0 17.5 208 1 1/12 18 9 19 29 19.0 AH-2 MITSUBISHI PVA-A18AA7 700 0.6 1/3 208 1 3.0 208 1 47 HP-2 MITSUBISHI PUZ-HAI8NHA 18.0 16.0 19.0 12.0 208 1 1/12 12 7 11 28 19.0 AH-3 MITSUBISHI PVA-A42AA7 1500 0.6 2/3 208 1 10.0 208 1 47 1 HP-3 MITSUBISHI PUZ-A42NKA7 42.0 40.0 46.0.4 28.0 208 1 1/12 13 8 25 31 18.0 (1) PROVIDE WITH MICROMETAL ECONOMIZER MIXING BOX, MODEL#MB-GP20CA-D2DH. (2) ARI 320 STANDARD RATINGS. COOLING 80 EADB, 74 EAWB, 98OADB. (3) PROVIDE HAIL GUARDS AND LOW AMBIENT FOR 20 DEGREE COOLING OPERATION. (4) PROVIDE WITH HONEYWELL HADE W7220 CONTROLLER, ADJUSTABLE DRYBULB AND HOENYWELL ACTUATOR. ENERGY RECOVERY VENTILATION UNIT SCHEDULE REMARKS PLAN MARK MFR MODEL N0. SUPPLY FAN EXHAUST FAN SUMMER EXH SUMMER SUP WINTER EXH WINTER SUP WEIGHT VOLT PH FLA MCA MOCP CFM ESP HP CFM ESP HP EAT CA I LAT EAT OA LAT ERV-1 RENEWAIRE EV300 290 0.5 0.2 290 0.5 0.2 75F OF/68 OF/OF 75 120 1 1 3.3 5 15 ERV-2 RENEWAIRE EV300 295 0.5 5-2 295 0.5 0.2 75F OF 68 OF OF 75 1 120 1 3.3 5 15 (1) REFERS TO ARCTIC HEAT PUMP. (2) ARI 320 STANDARD RATINGS. COOLING 80 EADB, 67 EAWB, 90OAT. (3) XXXXXXX (4) XXXXXXX BOILER SCHEDULE PLAN MARK MFR MODEL NO. MAX INPUT MBH MIN INPUT MBH AFUE % LINT (F) EWT (F) VENT SIZE PIPE SIZE GAS SIZE FLOW GPM HEAD LOSS FT ELECTRICAL DATA REMARKS VOLT PH MCA MOCP B-1 LOCHINVAR FTX-400 400 40 95 180 160 6" 2.0" 1" 26 2.8 116 1 8.0 15 1,2,3,4,5,6 B-1 LOCHINVAR FTX-400 400 40 95 180 160 6" 2.0" 1" 26 2.8 116 1 8.0 15 1,2,3,4,5,6 (1) SELECTION BASED 25% PROPYLENE (2) DESIGN ALTITUDE=6550FT (3) BOILER PUMP PROVIDED BY BOILER MANUFACTURE. SEE PUMP SCHEDULE FOR BOILER PUMP INFORMATION (4) BOILER SHALL BE SET TO DHW PRIORITY WITH 180F SUPPLY WATER TEMP, 120F SUPPLY TEMP FOR SPACE HEATING. (5) DERATE AT 655OFT IS APPROX 2.1%. (6) BOILER SHALL HAVE MINIMUM 10:1 TURNDOWN FOR PART LOAD OPERATION. PUMP SCHEDULE PLAN MARK SERVICE MFR MODEL NO. FLOW (GPM) HEAD (FT) IMP, DIA. FLANG SIZE ELECTRICAL DATA REMARKS VOLT PH HP WATTS P-1 B-1 GROUNDFOS 26-99 26 5.0 1L.5 1` 1 1.5 3 XX 3 P-2 B-2 GROUNDFOS 26-99 26 5.0 1',5 1 1/3 XX 3 P-3 SYS CIRCULATOR GROUNDFOS 26-99 55 12.0 15 1 1 2C XX P-4 DHW GROUNDFOS 26-99 14 4.0 15 1 1/2C XX - P-5 POOL HX GROUNDFOS 26-99 14 4.D '15 1 1/20 XX 3 (1) SELECTION BASED ON 8100 FT ELEVATION, M% PROPYLENE GLYCOL. (2) SCHEDULED PUMP HEAD LOSS IS ESTIMATED, CONTRACTOR SHALL DETERMINE FINAL HEAD LOSS AFTER PIPING INSTALLATION. (3) MULTI -SPEED PUMP SELECTION WITHOUT IFC (4) XXXXXXXXXXXXXX RADIANT MANIFOLD SCHEDULE MANIFOLD # ZONE # DESCRIPTION APPROX AREA (SQ-FT) TOTAL GPM # OF CIRCUITS APPROX CIRC LEGTH CIRCUIT LOSS (FT) PIPE SIZE T MANIFOLD 1 1,2,3 SHOWER/LOCKER 272 0.51 3 173 0.45 1/2" 2 4,5 GYM AREA/HALL/RESTRM 600 0.3 3 155 0.3 1 2° 3 6,7 ENTRY HALL/STORAGE 505 0.3 2 217 0.16 4 8,9,10 RESTRM OFFICE UTILITY 260 3 5 11 KITCHEN/COMMUNITY 580 2.0 3 6 12 COMMUNITY 400 1.5 3 1. RADIANT SIZING BASED ON PEX SDR9, 5/8" TUBE, 6" SPACING, 25% GLYCOL, 356TU/SF, 120F SLIPPY WATER. 2. CONTRACTOR SHALL DETERMINE FINAL INSTALLED TUBE LENGTH AND SUPPY WATER TEMPERATURE BASED ON FINAL INSTALL AND FLOORING TYPE. 3. XXXXXXXXXX 4. RUNOUT PIPE SIZES FROM PUMP TO MANIFOLD BASED ON PEX PIPE SDR9 BMS ENGINEERING LLC 2515 1/2 SNOWMASS CT. Grand Junction, Colorado 81507 303-319-6184 brendan®bmsengllc.com The Professional Engineers seal afFixed to this sheet applies only to the material and items shown on this sheet. Atl drawings, Instruments or other documents not exhibiting this seal shall not be considered prepared by this engineer, and this engineer expressly disclalms any and all responsibility for such plans, drawings or documents not exhibiting this seal. DO LICE N r 2� y'• 40536 0° im /ONA1- 8�25�2> 0 Q _ to 0 J Z0 v a= �m F- z M Z W J CL V V 0 a W_ O M LL v I0 Q = a J C� NO. REVISION / SUBMISSIONS DATE PERMIT SET 08/25/21 PROJECT NUMBER DATE 210510 08/25/2021 MECHANICAL SCHEDULES DRAWING NUMBER M 0) GENERAL N 1. COORDINATE ALL PI ELECTRICAL AND FII 2. COORDINATE ALL GI AND/OR INTERIOR 3. PLENUM BOXES SH, AND DIFFUSERS PE DRAWING � O1 ERV SHALL BE WA 2O ERV SHALL BE SU 2 POOL STORAGE FLOOR PLAN M2.1 4' 2' 0 4' 8' 1/4"=1'-0" NORTH 1 HVAC MAIN FLOOR PLAN M2.1 4' 2' 0 4' 8' 1 /4"=1 '—O" NORTH HP 2 HP 3 BINS ENGINEERING LLC 2515 1/2 SNOWMASS CT. Grand Junction, Colorado 81507 303-319-6184 brendan®bmsengllc.com The Professlonal Engineers seal affixed to this sheet applies only to the material and items 'shown on this sheet, All drawings, instruments or other documents not exhibiting this seal shalt not be considered prepared by this engineer, and this engineer expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seat DOL VO 'p� µ'.SC'•`rt�` e2 9yi� 40536 0° ;m roNat� 8�25�2> O 13 a O = Z Q 0 V Q Z = Z WJ p a t0 o Cl)iiiiiiiiiiiij Q TOM W O MM o � F. = 0. J C� NO. REVISION / SUBMISSIONS DATE PERMIT SET 08/25/21 PROJECT NUMBER DATE 210510 08/25/2021 MECHANICAL PLANS DRAWING NUMBER 2ol PLUMBING GENERAL NOTES AND SPECIFICATIONS BAND HANGERS WITH ZINC ELECTROPLATING FOR STEEL AND FITTINGS, MANUFACTURED TO ASTM A74 AND BEARING THE COLLECTIVE TRADEMARK OF THE - D INSULAT 1 D WITH INCLUDING COVERED PARKING AND CRAWL SPACES SHALL BE HEAT -TRACED AN PIPE SUPPORTS SHALL BE ADJUSTABLE CAST IRON SOIL PIPE INSTITUTE AND LISTED BY NSF INTERNATIONAL. CAST IRON HUB AND SPIGOT 1-INCH FIBERGLASS INSULATION. PIPE AND COPPER ELECTROPLATING FOR COPPER PIPE. PIPE SHALL BE JOINED WITH COMPRESSION GASKETS MANUFACTURED IN COMPLIANCE WITH ASTM E. VERTICAL SANITARY AND STORM PIPING EXPOSED TO OUTDOOR TYPE AMBIENT CONDITIONS INCLUDING PRESSURE SOIL, WASTE , AND VENT SYSTEMS SHALL BE TESTED BY WATER AT 10 FEET OF HEAD PRESSURE C564 AND C1563. OR CAST IRON NO -HUB PIPE AND FITTINGS MANUFACTURED TO CISPI 301 AND COVERED PARKING AND CRAWL SPACES SHALL BE INSULATED WITH 1-INCH FIBERGLASS INSULATION. OR BY AIR 5 PSI FORA PERIOD OF 15 MINUTES. REFER TO 003 IPC SECTIONS LISTED BY NSF INTERNATIONAL AND, BEARING THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL F.CONDENSATE DRAIN PIPING SHALL BE 1/2-INCH THICK INSULATION WITH AN ALL -SERVICE JACKET. AND 312.3. PIPE INSTITUTE. COUPLINGS FOR JOINING CAST IRON NO -HUB PIPE SHALL MEET THE REQUIREMENTS OF CISPI 310 AND LISTED BY NSF INTERNATIONAL. IF HEAVY DUTY COUPLINGS ARE REQUIRED: G.COLD WATER DISTRIBUTION PIPING WITHIN UNITS SHALL NOT BE INSULATED UNLESS OTHERWISE ALL COLD AND HOT WATER SUPPLY LINES SHALL BE RUN CONCEALED ABOVE CEILING AND/OR HUSKY 2000, CLAMP ALL 80, OR MISSION 80 COUPLINGS WITH CONSIDERATION TO USE: HUSKY NOTED. CONCEALED IN WALLS UNLESS OTHERWISE NOTED. INSTALL ON BUILDING SIDE OF INSULATION 4000 OR CLAMP ALL 125. INSTALLATION IN COMPLIANCE TO CISPI HANDBOOK. H.COLD OR HOT WATER PIPING IN A WALL, CEILING, OR FLOOR THAT IS ADJACENT TO AN AND PROVIDE HEAT TAPE WHERE NECESSARY TO KEEP LINES FROM FREEZING. C.SANITARY, VENT, AND STORM PIPING ABOVE AND BELOW GRADE SHALL BE SOLID CORE PVC UNCONDITIONED SPACE SHALL HAVE 1-INCH THICK INSULATION. THE PIPING SHALL ALSO BE SCHEDULE 40 OR 80 PIPE AND SHALL BE IRON PIPE SIZE (IRS) CONFORMING TO ASTM D 1785 INSTALLED TO THE WARM SIDE OF THE BUILDING INSULATION. AND ASTM D 2665. INJECTION MOLDED PVC DWV FITTINGS SHALL CONFORM TO ASTM D 2665. FUEL GAS PIPING SHALL CONNECT TO APPLIANCES OR EQUIPMENT WITH GAS COCK, UNION, AND PIPE AND SUPPORTED FABRICATED PVC DWV FITTINGS SHALL CONFORM TO ASTM F 1866. PIPE AND FITTINGS SHALL BE PLUMBING FIXTURES: 6 IN. DIRT LEG. ALL GAS LINES SHALL BE SCHEDULE 40 CARBON STEEL MANUFACTURED AS A SYSTEM AND BE THE PRODUCT OF ONE MANUFACTURER. ALL PIPE AND AT 8 Fr. ON CENTER. MATERIALS AND INSTALLATION SHALL COMPLY WITH LATEST EDITION FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES. ALL SYSTEMS SHALL UTILIZE A SEPARATE A. FURNISH AND INSTALL PLUMBING FIXTURES AS SCHEDULED ON THE PLANS. INTERNATIONAL FUEL GAS CODE. WASTE AND VENT SYSTEM. PIPE AND FITTINGS SHALL CONFORM TO NSF INTERNATIONAL STANDARD B.PROVIDE CHROME PLATED ANGLE STOPS AND ESCUTCHEON PLATES ON ALL EXPOSED FIXTURE 14. INSTALLATION SHALL COMPLY WITH THE LATEST INSTALLATION INSTRUCTIONS PUBLISHED BY RUNOUTS THE SUB -CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIARIZED WITH ALL MANUFACTURER AND SHALL CONFORM TO ALL APPLICABLE PLUMBING, BUILDING, AND FIRE CODE D 2321 AND ASTM F C.PROVIDE INSULATION AND ROUGH IN AS REQUIRED FOR COMPLIANCE WITH ADA REQUIREMENTS. REQUIREMENTS OF THE CONTRACT PRIOR TO SUBMISSION OF BID. THE SUB -CONTRACTOR SHALL REQUIREMENTS. BURIED PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS PRIOR TO BID OR START OF INSTALLATION. 1668. SOLVENT CEMENT JOINTS SHALL BE MADE IN A TWO STEP PROCESS WITH PRIMER D. PROVIDE ALL ACCESSORIES AND SPECIALTY ITEMS AS REQUIRED FOR A COMPLETE FIXTURE CONFORMING TO ASTM F 656 AND SOLVENT CEMENT CONFORMING TO ASTM D 2564. THE SYSTEM INSTALLATION. SHALL BE PROTECTED FROM CHEMICAL AGENTS, FIRE STOPPING MATERIALS, THREAD SEALANT, THE SUB -CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS WHEN THEY BECOME DUE, AND PLASTICIZED VINYL PRODUCTS, OR OTHER AGGRESSIVE CHEMICAL AGENTS NOT COMPATIBLE WITH PVC SHALL NOT COVER ANY WORK UNTIL APPROVED BY THE INSPECTION AUTHORITY. ANY AND ALL COMPOUNDS. SYSTEMS SHALL BE HYDROSTATICALLY TESTED AFTER INSTALLATION. 1. REDUCED PRESSURE BACKFLOW PREVENTER: FEES ASSOCIATED WITH THE MECHANICAL WORK, INCLUDING CONSTRUCTION AND INSPECTIONS D.DOMESTIC WATER PIPING ABOVE GRADE: ASTM B 88, TYPE L COPPER WITH SOLDERED OR A.FURNISH AND INSTALL REDUCED PRESSURE BACKFLOW PREVENTER FOR THE PRIMARY DOMESTIC SHALL BE PAID FOR BY THE SUB -CONTRACTOR IN ORDER TO DELIVER A COMPLETE AND MECHANICALLY CRIMPED JOINTS (PRO PRESS) COLD WATER SERVICE IN ACCORDANCE WITH STATE, LOCAL, AND JURISDICTIONAL WATER DISTRICT FINISHED BUILDING, READY FOR OCCUPANCY AND 100% USAGE. THE SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE SUB -CONTRACTOR HAS FAMILIARIZED E.DOMESTIC WATER PIPING ABOVE GRADE: SOCKET WELDED CPVC TUBE AND FITTINGS PER REQUIREMENTS. INSTALL REDUCED PRESSURE OW FOR MECHANICAL EQUIPMENT HIMSELF HERSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE ASTM D 2846. B.REQUIRE AND THESE SPECIFICATIONS. REQUIRED OF THIS OR OTHER SECTIONS OF THESE SPECIFICATIONS. PROPOSAL FOR MATERIALS AND LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED, WILL NOT BE F. DOMESTIC WATER PIPING ABOVE GRADE: UPONOR AQUAPEX PIPING WITH PROPEX FITTINGS FOR ALL RECOGNIZED IF THEY COULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION BEEN MADE. ANY BRANCH CONNECTIONS AND TERMINATIONS (OR REHAU EQUIVALENT). DCW TO BE BLUE PIPE, DHW COSTS DUE TO THE LACK OF COOPERATION AMONG TRADES SHALL BE BORNE BY THE TO BE RED PIPE, AND DHWR TO BE CLEAR PIPE. 2. NATURAL GAS FIRED WATER HEATERS: SUB -CONTRACTOR. &DOMESTIC WATER PIPING BELOW GRADE SHALL BE TYPE K COPPER WITH SILVER SOLDERED JOINTS. A.FURNISH AND INSTALL NATURAL GAS FIRED, GLASS LINED WATER HEATERS AS SCHEDULED ON THE H.CONDENSATE DRAIN PIPING SHALL BE TYPE M COPPER WITH SOLDERED JOINTS, OR CPVC IF PLANS. THE INFORMATION PRESENTED ON THESE DRAWINGS IS DIAGRAMMATIC IN NATURE. IT DOES NOT ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION. B.WATER HEATERS SHALL BE COMPLETE, SHALL BE AGA LABELED, AND MEET THE REQUIREMENTS OF NECESSARILY REPRESENT ALL FITTINGS, HANGERS, ETC. FOR A COMPLETE WORKING SYSTEM. I. GAS PIPING 3 INCHES AND LARGER SHALL BE SCHEDULE 40 STEEL WITH WELDED JOINTS. GAS LOCAL MUNICIPALITIES. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETELY FINISHED AND OPERATIONAL SYSTEMS. PIPING 2-1 2 INCHES AND SMALLER SHALL BE SCHEDULE 40 STEEL. MALLEABLE THREADED / REFER TO LATEST ARCHITECTURAL DRAWINGS FOR: EXACT WALL LOCATIONS, DIMENSIONS, AND FITTINGS OR MECHANICALLY CRIMPED JOINTS (PRO PRESS) MEETING ASTM A53. 3, CONDENSATE PUMP: PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS. J.GAS PIPING BELOW GRADE SHALL BE WRAPPED WITH PROTECTIVE PIPE COVERING AND VENTED IN A.FURNISH AND INSTALL A SELF CONTAINED CONDENSATE PUMP WHERE INDICATED ON THE PLANS ACCORDANCE WITH LOCAL JURISDICTIONS HAVING AUTHORITY. B.PUMP SHALL BE CAPABLE OF LIFTING CONDENSATE FROM EQUIPMENT INDICATED ON PLANS FOR SUB -CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ALTERATIONS REQUIRED BY THE OWNER, K. ANY PIPING SYSTEM LOCATED IN A RETURN AIR PLENUM SHALL BE NONCOMBUSTIBLE OR SHALL PIPED DISPOSAL TO AVAILABLE DRAIN LOCATION. PROVIDE HIGH WATER ALARM. ARCHITECT, OR FIELD CONDITIONS. HAVE A FLAME SPREAD INDEX MORE THAN 25 AND ASMOKE-DEVELOPED INDEX OF NOT ALL EQUIPMENT SHALL BE NEW, SHALL COMPLY WITH APPLICABLE INDUSTRY STANDARDS, WITH MORE THAN 50 WHEN TESTED N ACCORDANCE WITH ASTM E 84. I N C SPECIFICATIONS ON DRAWINGS, AND ENERGY CODE COMPLIANCE CERTIFICATION AS ADOPTED BY L. FIRE STOP ALL PIPING MATERIALS PASSING THROUGH FIRE RATED STRUCTURES OR FIRE RATED 4. KITCHEN EQUIPMENT. THE STATE, AS WELL AS LOCAL JURISDICTIONAL BUILDING DEPARTMENT. SUBMIT DATA FOR ASSEMBLIES IN ACCORDANCE WITH THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. USE A.MAKE ALL FINAL CONNECTIONS TO KITCHEN EQUIPMENT AS REQUIRED. APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMITTAL SHALL INCLUDE ENERGY CODE CURRENTLY LISTED U.L. CLASSIFIED PRODUCTS, TESTED BY ASTM E814. USE FOR ALL APPLICABLE B.RECEIVE AND COMPLETELY INSTALL KITCHEN EQUIPMENT MATERIALS, EQUIPMENT, AND APPARATUS COMPLIANCE CERTIFICATION. PIPE PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS, OR FLOOR CEILING ASSEMBLIES IN FURNISHED BY OTHERS FOR INSTALLATION OF A COMPLETE PLUMBING SYSTEM FOR ALL KITCHEN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. AND FOOD SERVICE RELATED EQUIPMENT AND SYSTEMS). ALL VENT LINES SHALL BE SLOPED AWAY FROM CONNECTIONS TO STACK AND TOWARD THE FIXTURE IN ORDER TO PREVENT THE ENTRAPMENT OF FLUIDS IN THE VENT LINE. PIPING MATERIALS: A.SANITARY, VENT, AND STORM PIPING ABOVE GRADE SHALL BE CAST IRON NO -HUB PIPE AND FITTINGS, MANUFACTURED TO CISPI 310 BEARING THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE AND BE LISTED BY NSF INTERNATIONAL. COUPLINGS FOR JOINING CAST IRON NO -HUB PIPE SHALL MEET THE REQUIREMENTS OF CISPI 310 AND LISTED BY NSF INTERNATIONAL TO THE CISPI 310 STANDARD. IF HEAVY DUTY COUPLINGS ARE REQUIRED: HUSKY 2000, CLAMP ALL 80, OR MISSION 80 COUPLINGS WITH CONSIDERATION TO USE: HUSKY 4000 OR CLAMP ALL 125. INSTALLATION IN COMPLIANCE TO CISPI HANDBOOK. B.SANITARY, VENT, AND STORM PIPING BELOW GRADE SHALL BE CAST IRON HUB AND SPIGOT PIPE INSULATION: A. WATER PIPING IN UNCONDITIONED SPACE AND EXTERIOR WALLS SHALL BE 2" FIBERGLASS INSULATION. B. HOT WATER PIPING 2" OR LESS SHALL BE 1-INCH FIBERGLASS INSULATION. HOT WATER PIPING GREATER THAN 2-INCHES SHALL BE 1 1/2" FIBERGLASS INSULATION. RUNOUTS, NOT EXCEEDING 12 FEET, UP TO 2-INCHES SHALL BE 1/2-INCH THICK FIBER GLASS INSULATION WITH AN ALL -SERVICE JACKET. C.STORM DRAIN PIPING ABOVE GRADE SHALL BE 1/2-INCH THICK FIBER GLASS INSULATION WITH AN ALL -SERVICE JACKET. D.HORIZONTAL SANITARY AND STORM PIPING EXPOSED TO OUTDOOR TYPE AMBIENT CONDITIONS C.REVIEW CONSTRUCTION DOCUMENTS AND INSTALLATION INSTRUCTIONS FOR MATERIALS AND EQUIPMENT FURNISHED FOR INSTALLATION BY THIS CONTRACTOR. INSTALL ALL EQUIPMENT AND APPARATUS IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SUGGESTED PRACTICES. PROVIDE SUPPLEMENTAL AND INCIDENTAL MATERIALS AND PIPING AS MAY BE REQUIRED FOR A COMPLETE AND FULLY OPERATIONAL SYSTEM. PREPARE A DETAILED ROUGH -IN DRAWING FOR APPROVAL PRIOR TO ROUGH -IN. 5. CIRCULATING PUMP A.FURNISH AND INSTALL A DOMESTIC ALL BRONZE HOT WATER RETURN CIRCULATOR AS SCHEDULED ON THE PLANS. PROVIDE RETURN LINE AQUASTAT AND WIRE COMPLETE TO CYCLE CIRCULATOR TO PROVIDE 120 OR 140 DEGREES RETURN WATER TEMPERATURE (ADJUSTABLE). IPC WASTE AND WATER FIXTURE UNIT CALCULATION PROJECT: HIGH ASPEN RANCH BUILDING: 1 CODE: 2018 IPC DATE: 8/21/2021 FIXTURE TOTAL FIXTURE TYPE WATER FIXTURE UNITS WASTE FIXTURES UNITS REMARKS COLD WATER COLD TOTAL HOT WATER HOT TOTAL COLD & HOT COMBINED TOTAL FIXTURE VALUES TOTAL VALUES OCC. SUPPLY TYPE 3 WATER CLOSET PUBLIC FLUSH TANK 2.2 6.6 -- 2.2 6.6 3.00 9.0 2 SHOWER PUBLIC MIX VALVE 1.00 2.00 1.00 2.00 1.4 2.8 2.00 4.0 1 3 KITCHEN SINK LAVATORY PUBLIC PUBLIC FAUCET FAUCET 1.00 1.00 1.0 3.0 1.00 1.00 1.0 3.0 1.40 1.40 1.4 4.2 2.00 2.00 2.0 6.0 2 SERVICE SINK PUBLIC FAUCET 2.25 4.5 2.26 4.5 3.0 6.0 2.00 4.00 1 DRINKING FOUNTAIN PUBLIC FAUCET 0.5 0.5 4 HOSE BIBB VALVE 2.5 6.5 -- -- 5.5 6 FLOOR DRAIN 1.0 6.0 TOTAL FIXT. UNITS 21.85 11.75 27.85 28.5 TOTAL FIXTURE UNITS GPM 22 4" BUILDING MAIN SIZE PIPE SIZE 7^ 3/4" 1^ 1181, BUILDING MAIN SLOPE WATER SERVICE LINE SIZE FT SEC I PSI IOOFT NOTES TAP & METER, BACKFLOW BLDG MAIN TBD TBD 10.00 7.00 9.00 3.60 WELL WATER SUPPLY UW�y �1Rit �}pAwk,-M S�lc.(+- � �R�ti �►it. ��utu.�� QQ, "CI .. ZU�KA 31k y ?R. zws -�-N sT T Co� %' / ABBREVIATIONS PLUMBING LEGEND D) DEMO �----CND; CONDENSATE E) EXISTING ---DCW - DOMESTIC COLD WATER N NEW 120'- - DOMESTIC HOT WATER AAV AIR ADMITTANCE VALVE 120'R------i DOMESTIC HOT WATER RECIRC AD AREA DRAIN F---GW --; GREASE WASTE AFF ABOVE FINISH FLOOR GAS AHU AIR HANDLING UNIT �- -RD ; ROOF DRAIN B BOILER ►---ORD -1 OVERFLOW ROOF DRAIN BB BASEBOARD SAND OIL BF BOOSTER FAN �--SS -- -SANITARY SEWER BFP BACKFLOW PREVENTER i -------V-------i VENT BT BATH TUB --------- (A)XX---- ---1 TYPICAL PIPE ABOVE/ON ROOF BV BALL VALVE -- ----- B)XX-------- TYPICAL PIPE BELOW/UNDERGROUND CD CONDENSATE DRAIN ----- --(E XX ---- TYPICAL PIPE EXISTING CFM CUBIC FEET PER MINUTE CH CHILLER Co VALVES FIXTURES COTG CLEANOUT TO GRADE CU CONDENSING UNIT CV CUH CHECK VALVE CABINET UNIT HEATER BALL VALVE I WALL CLEAN OUT DCW DOMESTIC COLD WATER [)[J GATE VALVE 00, FLOOR CLEANOUT DF DRINKING FOUNTAIN DHW DOMESTIC HOT WATER CHECK VALVE AREA DRAIN DSN DOWN SPOUT NOZZLE EC ELECTRICAL CONTRACTOR [XIPRESSURE REDUCING VALVE ( PRV FLOOR DRAIN ECO END OF LINE CLEANOUT EDH ELECTRIC DUCT HEATER MEASURE FLOW FLOOR SINK FULL COVER EF EXHAUST FAN EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER 4D; TEE UP ® GAS METER FURN FURNACE FCO FLOOR CLEANOUT TEE DOWN J-IF HOSE BIB FCU FAN COIL UNIT FD FLOOR DRAIN " ELBOW UP c BATH TUB/MOP SINK FS FLOOR SINK G GAS 'ELBOW DOWN C GC GENERAL CONTRACTOR o>- _0 SINK GM GAS METER C x GPH GALLONS PER HOUR _l_! 2-COMPARTMENT SINK GPM GALLONS PER MINUTE MISC.. C GUH GAS UNIT HEATER ; DRINKING FOUNTAIN/URINAL GW GREASE WASTE GWH GAS WATER HEATER 19 POINT OF CONNECTION (POC) WASHER BOX HB HOSE BIB ®DEMO HP HEAT PUMP cj ICE BOX HX HEAT EXCHANGER IM ICE MAKER BOX Q I LAVATORY O WATER CLOSET STACK LS LAUNDRY SINK O MAU MAKE-UP AIR UNIT c O WATER CLOSET MC MECHANICAL CONTRACTOR MF MEASURE FLOW NIC NOT IN CONTRACT GENERAL NOTES NC NORMALLY CLOSED 1. ALL ITEMS CONNECTING TO POTABLE WATER SHALL MEET THE LEAD FRE NO NORMALLY OPEN NTS NOT TO SCALE STANDARD OF .25% OR LESS LEAD. CA OUTSIDE AIR ORD OVER FLOW ROOF DRAIN 2. PLUMBING PLANS REFERENCE FINISHED FLOOR TO FINISHED FLOOR P PUMP ABOVE. SANITARY SHOWN IS FOR FIXTURES ABOVE UNLESS NOTED PC PLUMBING CONTRACTOR OTHERWISE. PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH 3. FIELD VERIFY ALL ROUTING OF PLUMBING LINES WITH OTHER TRADES. RA RETURN AIR FIELD ADJUST ROUTING ACCORDINGLY TO MAKE SYSTEM WORK WITH RAR RETURN AIR REGISTER OTHER TRADES. RD ROOF DRAIN RH RADIANT HEATER 4. PROVIDE WATTS MMV ASSE1070 MIXING VALVE AT ALL PUBLIC FIXTURES RTU ROOF TOP UNIT AS REQUIRED PER LOCAL CODE. SA SUPPLY AIR SAR SUPPLY AIR REGISTER 5. PC TO PROVIDE VACUUM BREAKERS AT LOCATIONS WHERE HOSES AND SF SUPPLY FAN NOZZLES ARE USE, I.E. JANITOR SINKS, BEAUTY SINKS, KITCHEN SFT SERIES FAN TERMINAL SPRAYERS, DISHWASHERS, AND BATHS. SH SHOWER SINK 6. ALL DRAINAGE LINES 2-1/2" AND UNDER TO BE SLOPED AT MINIMUM SSK 01 SAND/OIL INTERCEPTOR 1/4" PER FOOT, AND 3" AND OVER TO BE SLOPED AT MINIMUM 1/8" SS SERVICE SINK PER FOOT UNLESS NOTED OTHERWISE. T&P TEMPERATURE & PRESSURE TD TRENCH DRAIN 7, START TRENCHING FOR NEW SANITARY LINE AT FURTHEST FIXTURE TYP TYPICAL (HIGHEST POINT IN SYSTEM) FROM CIVIL CONNECTION POINT TO UR URINAL BUILDING. VAV VARIABLE AIR VOLUME VVT VARI TRAC 8. FIELD ROUTE ALL CONDENSATE LINES, T&P VALVES, AND DRAIN VALVES WB WASHER BOX FROM MECHANICAL AND PLUMBING EQUIPMENT TO SANITARY SEWER WCO WALL CLEANOUT RECEPTOR OR STORM/GRADE PER LOCAL CODE AND JURISDICTION. WH WALL HYDRANT WATER UTILITY CONTACT COMPANY: GLENWOOD SPRINGS UTILITY SERVICE NAME: ° XXXX PHONE NUMBER: XXXXX PRESSURE: TBD IPC WATER PIPE SIZE PIPE SIZE WSFU RANGE 8FT/S MAX 1/2" 0-2 314" 3-7 1" 8-24 1-1/4" 25-57 1-1/2" 68.105 2" 106-275 2-1/2" 276.525 3" 626.900 CODES & DESIGN CRITERIA JURISDICTION: GARFIELD COUNTY PLUMBING CODE: 2018 IPC LOCALADDENDUMS: YES PEAK RAINFALL RATE: 1.6INCHES PER HOUR FULLY SPRINKLERED: YES DYNAMIC WATER PRESSURE TBD GAS DELIVERY PRESSURE PROPANE 2 PSIG NUMBER OF FLOORS: i 1 PLUMBING SHEET LIST SHEET # SHEET TITLE P0.1 PLUMBING SPECS, CALCULATIONS & LEGEND P0.2 PLUMBING SCHEDULES AND WATER HEATER DIAGRAM P2.0 UNDERGROUND PLUMBING PLAN P2.1 MAIN FLOOR DOMESTIC WATER PLAN P3.0 DOMESTIC WATER ISO DIAGRAMS P4.0 PLUMBING DETAILS BMS ENGINEERING LLC 2515 1/2 SNOWMASS CT. Grand Junction, Colorado 81507 303-319-6184 brendon®bmsengllc.com The ProFo sional Engineers seal affixed to this sheet applies only to the material and items snows on this sheet. All drawings, instruments or other �ocunents not exhibiting this seal shall not oe considered prepared by this engineer, and this engineer expressly disclaims any and all responsibRity for such plans, drawings or documents not exhibiting this seal, pRp li L/ Ci IV =p 9y.� 40536 0: :% A IONAI� 8�25�2> O Q _ C') O Z 0 v w a :z w in F- ZM Z w mi a v L) C0 06 o Q J M LL O I- V Oa - o � NO. REVISION / SUBMISSIONS DATE PERMIT SET 08/25/21 PROJECT NUMBER DATE 210510 08/25/2021 PLUMBING SPECS, CALCULATIONS AND LEGEND DRAWING N C P0 PLUMBING FIXTURE SCHEDULE TAG I WC-1 ADA YES DESCRIPTION WATER CLOSET -TANK CLOSED FRONT WITH COVER CONNECTIONS DCW 112" 1 DHW WASTE 3" VENT 2" FIXTURE MANUFACTURER BRIGGS AMER. STND. MODEL NAME ALTIMA II RISE AND SHINE MODEL# 4426 532X DIMENSIONS 12" R.I.12-118" TRAP ELONGATED MOUNTING FLOOR RIM HEIGHT 16-1/2" FINISH VITREOUS CHINA -WHITE PLASTIC MISC. ELONGATED PLASTIC HINGES REMARKS 6"W 6"W LAV-1 KS-1 YES YES NO UNDERMOUNT FAUCET FAUCET KITCHEN SINK FAUCET 1/2" 112" 1-1/2" 2" 2" 2" AMER. STND. AMER. STND. MOEN ELKAY MOEN - TOWN SQUARE CHATEAU LUSTERTONE INTEGRA - 2555.201 L64621 LRADQ252255 67315L (3 HOLE) 23"x18" DECK MOUNT DECKMOUNT 25"x22"x7-1/2" 7-518"SPOUT UNDERMOUNT 4" CENTERS 4" CENTERS COUNTER DECK VITREOUS CHINA POLISHED CHROME POLISHED CHROME 1S GUAGE STAINLESS POLISHED CHROME FRONT OVERFLOW 4" CENTERS - 1-COMP 4" CENTERS, 3-HOLES PULL OUT SPOUT PS PS BS SH-1 YES SHOWER BASE SHOWER TRIM 112" 1/2" 2" 2" BEST BATH CLEAVLAND - CAPSTONE LDS6032E1B T41311C 60"x32"x76" FLOORIWALL WALL - - GELCOAT - PRESS. BAL. VALVE SS-1 NO PRESSURE BALANCING VALVE MOP BASIN MOP BASIN -FAUCET 112" 112" 3" 2" AMER. STD, STERN WILLIA S STERN WILLIAMS PRINCETON CORLOW R121 HL-1800 T•10-VB 24"x24"x12" WALL FLOOR WALL 24" ABOVE RIM TERRAZZO CHROME STAINLESSCAPS W/ T-35 OPTION TP, GS FDA FS-1 FLOOR DRAIN FLOOR SINK 2" 3" 2" 2"-3" ZURN ZURN - SANI-FLOR Z415B Z1901 9" ROUND 12" SQUARE FLOOR FLOOR - NICKEL BRONZE FINISH, STAINLESS STRAINER CAST-PORCELIN WI TRAP PRIMER CONNECTION HB-1 HOSE BIBB 112" TBD TBO TBD TBD WALL - DF-1 YES DRINKING FOUNTAIN 1/2" TBD TBD TBD TBD WALL rnrn wAnv vnou ALTERNATE MFG: AMERICAN STANDARD, GRANS, UtLIA, tLKAY, NAWJ, RALLCY IATLVR, J.R.JIYIIIR, RVIILCrt, nu.. w ..+.,.. ... ,,..... .......—• —. ..._—, _—..-- CONTRACTOR TO SPECIFICALLY FOLLOW BRAND STANDARDS AS PER HIEX MEP REQUIREMENTS BS-BASKET STRAINER GS-GRID STRAINER WS-WALL BRACKET DS-DOME STRAINER PS -POP UP STRAINER 6W-6" WALL REQ. EC-120 VOLT, SINGLE PHASE CONNECTION RC -REMOTE CHILLER, REQUIRES 12" CLEAR TP-ASSE 1018 OR 1044 TRAP PRIMER EC -ENAMEL COATING SS -STAINLESS STEEL INDIRECT WATER HEATER PLAN MARK I MANUFACTURER MODEL NUMBER TANK GALLONS BOILER EWT BOILER GPM GPH RISE (F) PEAK DEMAND WH-1 TRIANGLETUBE SMART-65 1 65 1 0.82 15 170 70 1 103 GAL. 1. BOILER WATER, 180°F EWT, 160-F LWT 2. BOILER INLETIOUTLET SIZE = 1-1/2" 3. DOMESTIC WATER INLETIOUTLET = 1" 4. PROVIDE RETICULATION DIP TUBE AT AUX. CONNECTION. PUMP SCHEDULE PLAN MARK MANUFACTURER MODEL NO. GPM HEAD (FT) RPM HP ELECTRICAL REMARKS VOLT PHASE CPA TACO 005 3.0 6.0 1760 1125 120 1. PROVIDED WITH INTERGRAL STAT AND ON/UFF I tMhKA I UKL st I VVIN I a. Finished Flood NOTES: 1. ALL FIXTURES SHALL BE VERIFIED THROUGH HOLIDAY INN DESIGN STANDARDS. FIXTURES INDICATED ARE FOR REFERENCE. 2. FINAL APPROVAL FROM HOLIDAY INN PRIOR TO ORDERING ANY PLUMBING FIXTURES 3. CONFIRM ROUGH -IN DIMENSIONS PER ARCHITECTURAL PLANS, DO NOT DIMENSION OR SCALE FROM PLUMBING PLANS. BACKFLOW PREVENTER MAKE UP WATER AIR SEPARATOR SYSTEM SUPPLY SENSOR TO SYSTEM BALLVALVE —J .5 SYSTEM (TYPICAL) CIRCULATOR EXPANSION TANK REDUCING VALVE PRESSURE GAUGE Y-STRAINER (RECOMMENDED) BOILER CIRCULATOR DRAIN POINT (TYPICAL) UNION (TYPICAL) TEMPERATURE/ PRESSURE GAUGE DRAIN PRESSURE — RELIEF VALVE 1. PREFERRED PIPING DIAGRAM. 2. THE TEMPERATURE AND PRESSURE RELIEF VALVE SETTING SHALL NOT EXCEED PRESSURE RATING OF ANY ANY COMPONENT IN THE SYSTEM. 3. SERVICE VALVES ARE SHOWN FOR SERVICING UNIT. HOWEVER, LOCAL CODES SHALL GOVERN THEIR USAGE. 4. THE TANK TEMPERATURE CONTROL SHOULD BE WIRED TO AND CONTROL THE PUMP BETWEEN THE WATER HEATER(S) AND THE STORAGE TANK(S). 5. THE WATER HEATERS'S OPERATING THERMOSTAT SHOULD BE SET 5 DEGREES F HIGHER THAN THE TANK TEMPERATURE CONTROL. DOMESTIC HOT WATER CIRCULATOR 15��Ik C�7 FROM SYSTEM MIXING VALVE HOT WATER OUT COLD WATER IN TANK SENSOR/ AQUASTAT PUMP ( FIELD SUPPLY) —DIRT SEPARATOR —. (RECOMMENDED).. _..... TEMPERATURE PRESSURE RELIEF VALVE PRESSURE RELIEF VALVE 141 CIRCULATING PUMP LEGEND Q TANK TEMPERATURE CONTROL EMM FULL PORT BALL VALVE CHECK VALVE TEMPERATURE GAGE WATER FLOW SWITCH BMS ENGINEERING LLC 2515 1/2 SNOWMASS CT. Grand Junction, Colorado 81507 303-319-6184 brendan0bmsengl1c.com The Professional Engineers seal offixed to this sheet oppUes only to the material and Items shown on tho sheet. All drawings, instruments or other documents not exhibiting this seal shall not be consdered prepared by this engineer, and this engineer expressly dlsclalms any and all responsibility for such plans, drawings or documents not exhibiting this seal. DO LIN I�FN M. S�q CFO ;O 40536 0: 'ONA1- �25�2> O Uj _ C0 O U = J zo i Z = z W J v 0 Q W O M LL C� O o Q = a J0 NO. REVISION / SUBMISSIONS DATE PERMIT SET 08/25/21 PROJECT NUMBER DATE 210510 08/25/2021 PLUMBING SCHEDULES AND DIAGRAMS DRA7PON Q K1 GENERAL COORDINATE f PIPING, ELECTRICAL AND FIRE PROTECTION PRIOR TO ROUGH -IN. 1 UNDERGROUND PLUMBING FLOOR PLAN P2.0 4' 2' 0 4' 8 DRAWING NOTES: Ot CONNECT TO EXISTING SEPTIC SYSTEM, SEE CIVIL PLANS. ( CLEAN OUT (TYPICAL) NORTH BMS ENGINEERING LLC 2515 1/2 SNOWMASS CT. Grand Junction, Colorado 81507 303-319-6184 brendan®bmsengllc.com The Professional Engineers seat affixed to this sheet applies only to the material and Items shown on this sheet, All drawings, instruments or other documents not exhibiting this seal shalt not be considered preparec by this engineer, and this engineer expressly disclaims any and all responslbflity for such plans, drawings or documents not exhibiting this seal, DOLj 40536 0 /ONAL� a�2s�z� I i O L J C/) o m F- Z = Z W J o t� /ate V% 06 Q Q J r LJ O M LL 20 �Q = a oa NO, REVISION / SUBMISSIONS DATE PERMIT SET 08/25/21 PROJECT NUMBER DATE 210510 08/25/2021 PLUMBING PLANS AND DETAILS DRAWING NUMBER ■ NORTH 1 MAIN PLUMBING FLOOR PLAN P2.1 4 2 0 4' 8' 1 /4"=1 '-0" BMS ENGINEERING LLC 2515 1/2 SNOWMASS CT. Grand Junction, Colorado 81507 303-319-6184 brendan®bmsengllc.com The Professional Engineers seal affixed to this sheet applies arvy to the material and items shown on this sheet, Al". drawings, instruments or other doc. ments not exhibiting this seat shall not be considered prepared 0y this engineer, and this engineer expressly disclaims any and ali resporsibili ty for such plans, drawings or documents not exnlatlrg this seal �Rp DO LIEF 4y:� ri 40536 0: rn TONAL O Q W = O (u .J = Z U Q 0 Q _ }- = Z Z W _I p c o J M LL Q 2 I- W = a °0 NO. REVISION / SUBMISSIONS DATE PERMIT SET 08/25/21 PROJECT NUMBER DATE 210510 08/25/2021 PLUMBING PLANS AND DETAILS DRAWING NUMBER cp22 ■