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HomeMy WebLinkAboutPlansEXISTING ADA COMPLIANT CURB CUT RAMP DOWN TO PARKING (PARKING ARE ►: CL 10 c;M 63 (N N O N N N Q N Q N N N C O O N IL EXISTING CONCRETE 1 WALK AT ACCESSIBLE SLOPE TO REMAIN. t t t ACCESSIBLE EGRESS PATH. t SEE NOTE 28 ON A1.0. l t t t EXISTING DOOR TO REMAIN------- t t t t ADD ADDRESS NUMBERS BE MIN. OF 4" HIGH AND HAVE 2' MIN. STROKE EXISTING DOOR, REVERSE EXISTING CAN LIGHT IN SOFFIT ABOVE RETROFIT WITH BATTERY BACK UP TO ACT FOR EMERGENCY EGRESS ILLUMINATION SEE NOTES 15 AND IT EXISTING WALL SCONCE RETROFIT WITH BATTERY BACK UP TO ACT FOR EMERGENCY EGRESS ILLUMINATION SEE NOTES 15 AND 17 15 EXISTING WALL SCONCE TO REMAIN SEE NOTES 15 AND IT -1- MECH 107 SF 311g 5F/OCCUPANT= I U coos 44 sF EXERCISE s"°`° P"" ' 200SF 50 SF/OCCUPANT = 4 OCCUPANTS BATH -MAINTENANCE GATE TO BE LOCKED AT ALL TIMES. NOT FOR POOL USER ACCESS OR EXIT. SEE NOTE 7 ON A1.0 + + + XISTING CAN LIGHT IN SOFFIT ABOVE RETROFIT WITH BATTERY BACK UP TO ACT FOR EMERGENCY EGRESS ILLUMINATION SEE NOTES 15 AND 17 EXISTING CAN LIGHT IN SOFFIT TO REMAIN SEE NOTE 15 + s occ i i DECK 3125SF occ 15SF/OCCUPANT;= i 208OlU\Ny5 / r 1I j r 1 11 / POOL r 1400 SF 1 I 50 SF/OCCUPA j 28 OCCUPANT / r _ � � r rl � 1 \ 1 I 1r 11 ^a 1 PROVIDE LANDSCAPE OR FENCE s 118, C `—_J/ MOUNTED LIGHTING, HARDWIRED WITH 90 MIN. BATTERY BACK UP TO PROVIDE A MIN OF 1 FOOT CANDLE ILLUMINATION AT WALKING SURFACE. 08, SEE NOTES 15, 17 AND 28 ON A1.0. Egress Plan 1 /8"=12" CODE NOTES • Building codes: 2015 IBC, 2015 ISPSC, 2009 IECC w/amendments • Zone district: R • TYPE OF CONSTRUCTION: TYPE VB NON -RATED IEXISTING CLUB HOUSE) CLASS C SEMI-PUBLIC POOL (NEW POOL) • ADA: POOL IS NOT DEFINED AS"PUBLIC" PER ADA TITLE III PART 36 NONDISCRIMINATION ON THE BASIS OF DISABILITY IN PUBLIC ACCOMMODATIONS AND COMMERCIAL FACILITIES EGRESS GATE (NOT ACCESSIBLE) SEE NOTES 7, 28 8r 29 ON A 1.0. PROJECT LOCATION— a APPROVED SL18.IECT TO NOTED EXCEPTIONS & INSPECTIONS C1,RFIELD COUNTY PU!LDING DEPAR'"- A "NT DATI10- -M NO INSPECTION VVITHOtUT THE-ScE PLANS ON SITE Page Of WILDFIRE MITIGATIQN COMPLY WITH WILDFIRE MITIGATION & DEFENSIBLE SPACE REQUIREMENTS AS PER "FIRE -WISE CONSTRXJCTION• SITE DESIGN & BUILDING AIATEraIALS' PUBLISHED BY AND AYr.ILAB! E FROb1 COLORADO STATE FOREST SERV ICS' PROJECT DESCRIPTION: This project is a replacement exterior pool for use by residents of the Cerise Ranch Homeowners Association. The proposed pool replaces an existing pool in a similar location. The proposed pool is larger than existing pool. The proposed pool is adjacent to an existing clubhouse that hold mechanical equipment and bathrooms for the pool use in addition to club house functions. Proposed pool is a Class C SEMI-PUBLIC POOL per 2015 ISPSC Parcel ID Number= 239132102069 Tax Account Number= ? Legal Description = Lot 1, Cerise Ranch Phase 1 Note the Clubhouse and Pool share lot with Single Family home. They are constructed in the common space easement Street address= Cerise Ranch Clubhouse adjacent to 19 Larkspur Dr., Carbondale, CO 81623 Lot size = 3.804 acres PROJECT DIRECTORY: OWNERS: Cerise Ranch Home Owners Association c/o Peter Dolan, HOA president 970-389-5828 pdolanaspen@aol.com ARCHITECTS: Confluence Architecture Angela Loughry 515 Crystal Circle Carbondale, CO 81623 970.963.9720 office 970.618.3517 mobile angela@confluencearchitecture.com STRUCTURAL ENGINEERING: Evolve Structural Design Chris Bridges 1040 Main Street Carbondale, CO 81623 970-510-0773 office chris@evolvestudio.com POOL DESIGN BT Enterprises Ltd. Bill Toney PO Box 3856 attachments for Basalt, CO 81621 btenterprises.com@aol.com Garfield County 970-379-5430 equirements FandcOmPrehensive list of w Notations, ELECTRICAL PERMITTI NG & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT COIFINAL INSPECTION FIRE EXTINGUISHERS REQUIRED ON SITE .� r rt- k INDEX: A0.0 General notes, Vicinity map, Egress Plan A 1.0 Overall Site Plan 1 PAGE ILC Lot 1 3 PAGES Recorded Plat Cerise Ranch, Phase I PL-I Pool Notes and Site Plan PL-2 Pool Plan and Section PL-3 Mechanical Piping Plan PL-4 Mechanical Room Layout S0.01 S2.01 VICINITY MAP Structural Notes Pool Foundation OPEN-HOLESOILS REPORT IS REQUIRED AT FOOTING INSpECT10N 7 QW PSF S 'it ryd� a ✓x �. rr-�� =r tdi a i R ® S3 E cc c m a m d @03 IS o v€ � m L3 U _ o m s CR U L. to aF CO/o� i riNGELA L. 4 LOUGHRY ruou r AR0j COPYRIGHT All deigns. Ides, arcangemenh and pans Irift. ed by thee. d,awingl are the property and copyright a the Nchlleci wd shall neftl be ased w any c, r , wort na be used by are omen pe(sw fo, any pse whatsoever without whiten permlcaon O nO 1..1.E U�C U �U ry U a � n � �W^ e./ l n� W U III- ZZuj0 a00Z> 1 IL W LU Z_ N LU N 1L CL Q J m ® U ® o m J Q L) LL LU U ®pW W Q I 0 C7 Zui J lZC9J CL (D � G0 Z to W ® >- LU J J J Q = U J UJ = _ = LU �m® = CIO J Qm >- Progress Print Date: 9.27.2022 Ln N V CM O N C O G g N J G7 M A G7 OO M C CV CU _N G = 67 d V File: Q C Cerise Pool Plan 4 �L G L Uwa W 11111`<Fva NI LIL-t M as � c _y W d L AGO) C V1 R V r_3 ►: r i i i 1 } LANDSC/ Ile 1 l / / 1 / 1 / / 1 / 1 r /\ r � EDGE OF ASPHALT r r/ \ r LOT 1 / / / / LET 2 P 1�Ii �l IJEW POOL, DECK AND FENCE EXTEND INTO OPEN SPACE RECREATION EASEMENT ON LOT 2 4 PROPERTY LINE I " ^'NG ENVELOPE LINE THAT DEFINES OPEN SPACE RECREATION EASEMENT TO SOUTH. SEE ILC FOR LOT 1 AND PLAT FOR PHASE 1 Site plan 1 /32"=12" NOTES 1) Date of Survey: Janurary 2007, update June 2008. 2) Date of Preparation: January 2007, update July 2008. 3) Basis of Bearing: A bearing of N 00037'24" E between the Southwest boundary corner of Lot 1 and Northwest boundary corner of Lot 1 both said boundary corners monumented by a found #5 rebar and plastic cap L.S. #26626. 4) Basis of Survey The Final Plat of Cerise Ranch, Phase 1 as filed on December 12, 2000 in the Office of the Garfield County Clerk and Recorder, as Reception No. 573538, various documents of record, and the found monuments, as shown. 5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For all information regarding easements, rights of way and/or title of record, SE relied upon the above said described in note 4 and the Title Commitment prepared by Land Title Guarantee Company, Order No. GB249879-4, effective date of September 15, 2006. LEGEND SITE BENCHMARK QS SEWER MANHOLE 0 PVC © CA TV PEDESTAL m TELEPHONE PEDESTAL ® ELECTRIC TRANSFORMER LINE CHART LINE BEARING LENGTH L1 N 79°35'18" F 25.29' L2 N 10°41'55" E 28.13' CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA C1 89.2,V 95.00' 48.21' 85.98' N 42°17'18" E 53°48'31" C2 62.86' 430.00' 3149' N 80°50'>1" E 8°22"36" C3 229.09' 11359.16' 114.55' 229.09' S 79°30'35" E 1009,201, C4 47.74' 330.00 23.91' 47. 70' N 06033'14" E 877'22" C5 36.08' 430.00' 18.05' 36.07' N 00°00'>8" E 4°48'29" IMPROVEMENT SURVEY PLAT OF: RANCH SUBDIVI ION COUNTY OF GARFIELD, STATE OF COLORADO SHEET 1 OF 2 za GRAPHIC SCALE eo ( IN FEET ) 1 inch = 40 ft. PLAT NOTE Declaration of Covenants, Conditions, Restrictions and Easements for the Cerise Ranch Subdivision, Phase I - Section 8.2 c b 2 D i k1 2> ¢t P 942 as Rec. No. 573540 Oven Space Easement. Lots Nos. 1-5 and 57-66 shall be burdened by an easement designed to perpetuate open space and the rural character of the Subdivision (the "Open Space Easement"). Subject to the provisions of the Declaration and the uses and regulations of the Association, each and every Owner is hereby granted an easement for the access, use, and enjoyment of any and all recreational amenities located within the Open Space Easement as is more specifically depicted and described on the Plat. Owners shall not place or construct any structures or fences within the Open space Easement and shall maintain the same in a manner consistent with its allowed use. The Declarant and/or the Association shall have the right to construct ponds lakes underground utility lines, recreational amenities or other structures which are allowed under the this Declaration. All portions of the Property encompassed within the open Space Easement shall for all purposes of this Declaration, constitute Common Area. PROPERTY DESCRIPTION LOT 1, CERISE RANCH SUBDIVISION, PHASE > according to the Amended Final Plat thereof recorded March 13, 2007, in the Office of the Clerk and Recorder of Carfield County as Reception No. 718914 COUNTY OF GARFIELD STATE OF COLORADO vit v vv vv nor �� LANDSC,gp£ EASEMENT \ , FOUND #5 REBAR - A �" & PLASTIC CAP i L.S. #26626 � CERISE FOUND #5 REBAR �. & PLASIIC CAP � . EDGE OF ASPHALT N 00°3T24" E L.S. #26626 1, BASIS 401 � \ U \ ! „ N 02°24 33 E 315.38' N 02°23 56 W \ '\ \ DITCH NDSCAP ` \ \ . BOT1! EASEMENT 00. `'\ `\ `\ \ \ \ \ \ C� \ \ \289.1#' \ \ \ `'\ \ �-x• ES ROAD) 30. PARKING: v 00 CONCRETE , N > \NTAI<KWAY , EDGE OF 3 $ \ \ EN PA VEM \ { \ \ \ \ =Q �. \\ \COOVE EE? ` \ � `c cAnoi� \ ` �\ \ \ \ PA770 3 � � RUNE 5 LINE \ \ \ \ \ \ \ POOL\ \ r \ �. PLAT) � \ \ \ \ \ Q 0 AGE 72 AREA \ \ $\ \ , \ WIRE, 4014 18 SNO \ \ \ \ \ \ \ \ 1T , °4 q \\ N0g 9 \ , , FOUND #5 REBAR \ ` \\ & PLASTIC CAP L.S. #26626 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY. BE COMMENCED MORE THAN TEN SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SEE' SHEET 2 FOR DETAIL THIS AREA 20.00' BUILDING 6-4 VICINITY MAP SCALE' i" = 2000• •1 N IMPROVEMENT LOCATION SURVEY CERTIFICATE I hereby state that this improvement location survey was prepared by Sopris Engineering, LLC (SE) for MKS Investments and Land Title Guarantee Company I furthermore state that the improvements on the above described parcel on this date, JUNE 23. 2008. except utility connections are entirely within the boundaries of the parcel except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. 1 furthermore state that this property is subject to reservations, restrictions, covenants and easements of record or in place. Mark S. Beckler L.S. #28643 i PARKING AREA PER ADA TITLE III, PART 36 NONDISCRIMINATION ON THE BASIS OF DISABILITY IN PUBLIC ACCOMMODATIONS AND COMMERCIAL FACILITIES, POOL IS NOT DEFINED AS "PUBLIC'. THE POOL IS FOR THE PRIVATE USE BY RESIDENTS OF CERISE RANCH HOA. NO PUBLIC EVENTS AND/OR CLASSES FOR PEOPLE THAT ARE NOT RESIDENTS OR GUEST ARE HELD AT THE POOL. THE POOL IS NOT A PLACE OF COMMERCE. NO SWIM MEETS WILL BE HELD AT THE POOL. AS SUCH, THE ACCESSIBILITY REQUIRED BY THE 2015 IBC FOR ANY COMMERCIAL STRUCTURE WILL BE FOLLOWED BUT ACCESS TO THE POOL ITSELF PER THE ADA WILL NOT BE PROVIDED. EXISTING SLIDING DOOR ADD ALARM. SEE NOTE F NO HOSE BIB AND CLUBHOUSE HALL REAR PORCH EXISTS, PROVIDE ONE. SEE NOTE 14. EXISTING DOOR. ADD ALARM. SEE NOTE 9. EXISTING WINDOW WITH 36" HIGH SILL. ADD ALARM. SEE NOTE__ 9 EXISTING SLIDING DOOR ADD ALARM. SEE NOTE MEETING LOUNGE 522 SF 15 SF/OCCUPANT = 35 OCCUPANTS PER 2015 ISPSC SECTION 202 (DEFINITIONS) POOL IS CLASS C SEMI-PUBLIC POOL. POOL OPERATED SOLELY FOR AND IN CONJUNCTION WITH LODGINGS SUCH AS APARTMENTS AND CONDOMINIUMS. SEE POOL AND MECHANICAL DRAWINGS FOR NOTES AND COMPLIANCE SECTIONS FOR 2015 ISPSC SECTIONS 302. 12 CL 2015 ISPSC SECTION 303 (ENERGY) OPER 1. ELECTRIC POWER TO HEATERS SHALL BE CONTROLLED BY READILY ACCESSIBLE ON -OFF SWITCH THAT �0 IS AN INTEGRAL PART OF THE HEATER MOUNTED ON THE EXTERIOR OF THE HEATER OR ETERNAL TO ( ) AND WITHIN 3OF HEATER. OPERATION OF SUCH SWITCH SHALL NOT CHANGE THE SETTINGS OF THE N HEATER THERMOSTAT. (V 2. TIME SWITCHES THAT CAN AUTOMATICALLY TURN OFF AND ON HEATERS AND PUMP MOTORS CV ACCORDING TO A PRESET SCHEDULE TO BE INSTALL FOR HEATERS AND PUMP MOTORS ACV 3. POOL TO BE PROVIDED WITH A VAPOR -RETARDANT COVER CV (V PER 2015 ISPSC SECTION 304 (FLOOD HAZARD AREAS) POOL IS NOT IN A FLOOD HAZARD AREA Q PER 2015 ISPSC SECTION 305 (BARRIERS) 4. OUTDOOR POOL TO BE SURROUNDED BY A BARRIER FENCE OR SOLID BARRIER. BARRIERS TO BE AT LEAST 20" FROM WATER'S EDGE. 5. BARRIER FENCE IS TO BE AT LEAST 48" HIGH, WITH VERTICAL CLEARANCE BETWEEN GRADE AND c BOTTOM OF BARRIER TO NOT EXCEED 2" FOR NON SOLID SURFACES AND 4" FOR SOLID SURFACES. O AND SHALL NOT ALLOW THE PASSAGE OF 4" DIAMETER SPHERE. 6. THE MAXIMUM OPENING ON CHAINLINK BARRIER TO BE NOT MORE THAN 1 4". O 7. GATES IN BARRIER FENCE NOT INTENDED FOR PEDESTRIAN USE (UTILITY) TO BE LOCKED WHEN NOT IN USE. ACCESS GATES WITH LATCHES LESS THAN 54" FROM GRADE TO HAVE LATCH ON POOL SIDE p AND NOT LESS THAN 3" BELOW TOP OF GATE. THE GATE TO NOT HAVE ANY OPENINGS GREATER THAN 2' WITHIN 18" OF RELEASE MECHANISM. GATES TO OPEN AWAY FROM POOL, BE SELF CLOSING, AND SHALL HAVE A SELF LATCHING DEVICE. 8. STRUCTURES MAY ACT AS POOL BARRIERS 9. WINDOWS IN STRUCTURES ACTING AS BARRIERS WHOSE SILL IS LESS THAN 48" ABOVE INDOOR CV FINISHED FLOOR AND DOORS TO HAVE A ALARMS THAT PRODUCED AN AUDIBLE WARNING THE THE C WINDOW OR DOOR IS OPENED. THE ALARM SHALL BE LISTED AND LABELED AS A WATER HAZARD O ENTRANCE ALARM IN ACCORDANCE WITH UL 2017 CL O PER 2015 ISPSC SECTION 306 (DECKS) O 10. DECKS AND DECK MARKINGS TO BE SLIP RESISTANT AND CLEANABLE CL 1 I.THE MINIMUM DECK SLOPE TO BE PER TABLE 306.5. TEXTURED HAND FINISHED CONCRETE MIN. SLOPE FOR DRAINAGE IS 8' PER FOOT. MAXIMUM SLOPE IS 2' PER FOOT N 12. ISOLATION JOINT AT POOL DECK AND COPING TO BE WATERTIGHT AND ACCEPT ANTICIPATED U MOVEMENT. 13. CONCRETE DECK TO HAVE CONTROL JOINTS TO MINIMIZE VISIBLE CRACKS N - 14.HOSE BIB TO BE PROVIDED TO RINSE DOWN ENTIRE DECK. MECH 107 SF SFMCCUPANF=I 50 7BATH HC BATH NT=4 EXISTING PRIVACY FENCE TO REMAIN f ( OSTSIGN. MAX DECK OCCUPANCY \ 208 PEOPLE OCATION OF LIFE SAVING EQUIPMENT SEE NOTE 22 DGE OF EXISTING CONCRETE \ �EW BARRIER FENCE SEE NOTES ,S,AND6. CLOS C\ } 44 SF \ SFIOCCUPAM=I T o � + i i FDECK \ 4- 3125 SF -15 SF/OCCUPANT'= \ CUPANTS OLD POOL LOCATION (REMOVED) OLD POOL CONCRETE DECK (REMOVED) POOL' 1400 SF 50 SF/OCCUR 28 OCCUPA �-0EPTH MARKER, TYP. IN SEE NOTES 19 AND 20 O DIVING MARKER, TYP. IN SEE NOTE 21 SEE POOL AND MECHANICAL DRAWINGS FOR NOTES AND COMPLIANCE SECTIONS FOR 2D151SPSC SECTIONS 307-320 PER 2015 ISPSC SECTION 321 (LIGHTING) 15. WHEN POOL IS OPEN DURING TIMES OF LOWLIGHTING, ARTIFICIAL LIGHTING TO BE PROVIDED SO THAT ALL AREAS OF THE POOL (INCLUDING SUCTION OUTLETS AND POOL BOTTOM) WILL BE VISIBLE. ILLUMINATION INTENSITY TO BE NOT LESS THAN 10 LUMENS PER SQUARE FOOT. 16.UNDERWATER LIGHTING SHALL PROVIDE NOT LESS THAN 8 LUMENS PER SQUARE FOOT OR 2 WATT PER SQUARE FOOT. 17.EMERGENCY LIGHTING TO BE PROVIDE THAT WILL AUTOMATICALLY TURN ON TO ALLOW EVACUATION IN EVENT OF A POWER OUTAGE. LIGHTING TO PROVIDE.] LUMEN PER SQUARE FOOT AT WATER SURFACE AND ON WALKING SURFACES SEE POOL DRAWINGS FOR NOTES AND COMPLIANCE SECTIONS FOR 2015 ISPSC SECTIONS 322-323. SEE POOL DRAWINGS FOR NOTES AND COMPLIANCE SECTIONS FOR 2015 ISPSC SECTIONS 401-405. PER 2015 ISPSC SECTION 406 (DECKS AND DECK EQUIPMENT) • 18. DECKING TO BE PROVIDED AROUND 90%OF POOL PERIMETER. DECKS WITHIN 4' OF POOL TO BE SLIP RESISTANT. SEE POOL AND MECHANICAL DRAWINGS FOR NOTES AND COMPLIANCE SECTIONS FOR 2015 ISPSC SECTIONS 407-408 PER 2015 ISPSC SECTION 409 (SAFETY FEATURES) • 19. DEPTH MARKERS TO BE PROVIDED ON THE VERTICAL WALL AT OR ABOVE WATERLINE. TO BE POSITIONED SO AS MUCH OF POSSIBLE OF THE NUMBER IS VISIBLE ABOVE THE WATERLINE. MARKER TO BE INSTALLED A MAXIMUM AND MINIMUM WATER DEPTHS AND FOR EVERY 2' OF DEPTH. MARKERS TO BE INSTALLED NO FURTHER APART THAN 25'. DEPTH MARKERS TO BE WITHIN 31 TOLERANCE OF REAL WATER DEPTH. NUMBER/LETTER SIZE TO BE MIN OF 4" HIGH AND CONTRAST WITH BACKGROUND. • 20. HORIZONTAL DEPTH MARKERS TO BE SLIP RESISTANT, WITHIN 18" OF POOL EDGE AND MIN. OF 4" TALL. • 21. WHERE POOL IS LESS THAN 5' DEEP NO DIVING SHALL BE DISPLAYED ON DECK IN NOT LESS THAN 25INTERVALS. • 22. PROVIDE LIVE SAVING EQUIPMENT IN EASY TO ACCESS AND VISUALLY CONSPICUOUS PLACE. EQUIPMENT TO INCLUDE ACCESSORY POLE NOT LESS THAN 17 WITH BODY HOOK. THROWING ROPE OF MIN. 4' DIA. AND 75 LONG WITH A RING BUOY OF MIN 15 OUTSIDE DIA., AND FIRST AID KIT. PER 2015 ISPSC SECTION 210 (DRESSING AND SANITATION. • 23. DRESSING AND SANITATION FACILITY IS NOT REQUIRED IN CLASS C POOL. SEE POOL AND DRAWINGS FOR NOTES AND COMPLIANCE SECTIONS FOR 2015 ISPSC SECTIONS 411-412 NEW CONCRETE DECK SEE NOTES 10, 11, 12, AND 18. PROPOSED POOL SEE POOL DRAWINGS FOR DETAILS SLOPE CONCRETE DECK TO DRAIN, TYP. SEE NOTE 11 CONTROL JOINT, TYP. SEE NOTE 13 IBC NOTES • 24. PER 2015 IBC SECTION 1004.1.2, OCCUPANCY TO BE 1 OCCUPANT PER 50 SF OF POOL AND 1 OCCUPANT PER 15 SF OF DECK. • 25. PER 2015 IBC SECTION 1005.3 OUTDOOR AREA ACCESSIBLE AND USABLE BY THE BUILDING OCCUPANTS SHALL BE PROVIDED WITH MEANS OF EGRESS. • 26. PER 2015 IBC SECTION 1007, TWO EXIT PATHS REQUIRED FROM POOL AREA (MORE THAN 50 OCCUPANTS). EXITS TO BE MIN. OF'2 DISTANCE OF LONGEST DIAGONAL OF THE AREA SERVED BY EXITS. • 27.PER 2015 IBC SECTION 1008, EXIT PATHS TO BE ILLUMINATED TO 1 FOOT CANDLE AT WALKING SURFACE. LIGHTING TO BE HARDWIRED WITH 90 MIN. BATTERY BACKUP TO WORK DURING ELECTRIC OUTAGE. • 28. PER 2015 IBC SECTION 1009 ONE EXIT PATH TO BE ACCESSIBLE • 29. PER 2015 IBC SECTION 1010.1.2.1 FOR SPACES SERVING MORE THAN 50 PEOPLE, EXIT DOOR/GATE TO SWING IN DIRECTION OF TRAVEL. Site plan 1/8"=12" ® LD n E m Cc m c cm o m Go m m o v � o m -:92 Q+ Co'09\ ANGELAL. O LOUGF'RY COPYRIGHT All designs. Ideas, ouongements and plans brd :atM by tbese drawings and speclficaHons are to propesry and mpyrlght of me Arahltect and shall nefteir be used an any other work nor be used by any other person for any Vsa whahoever without-fften permission. CL U U � � c) U � U n' ,W^ v I n� W U Progress Print Date: 8.22.2022 File: Cerise Pool Plan 2 Im NOTE: FOOLCOLOR5 AND MATERIALS TO COMF-Y WITH 20 15 65P5C 5FCTIOV 307.E AND 307 7. SLRFALCUTO PROTIJE FOOTING FORU5_R5 AND BE SHERESISTANT. CbRIOR 5MAI NC AND PINCHED FC POOL INTERIOR SHA1 NCT OBSCURE OBIECTS. .FOOL FLAN VIEW SCALE: 1 /4"= I '-011 ...5ECTION A SCALE: 1 /4"= I '-0" 'NOTE WATERLINE 15 MEASURED FROM THE FEAK5 OF THE WAVES. SECTION B AL I / = 'NOTE: WATiRJNE 15 MEASURED -ROM THE PEAK5 OF TrE \Y,AVE5. I\ LIGHT r SECTION C SCALE: 1 /4"= P-0" •NOTE: WATERLNE B MEA5UREJ FROM THE PEAK5 OF TFE IVAVFS. 15' — I FEK 5PSO 5ECPON 322, LADDER TO BE PROVIDED WITH TWO HANDHOLDS, THE 015-ANCE MJT VFFN THE -I TO BE CLEAR AND A MINIMUM OP IT', Ir O Sl'EF5 MD5- BE NO CREATED 0 -TAN 12• APART 0 o s SECTION D CALE: 1/4"= 1'—O" 'NOTE: WATERLINE 15 MEASURED FROM "1E PEAK5 OF THE WAVES. PER 15F5C 5ECTION 32 1.2_. UGHTING TO COVER ALL AREAS OF POOL 50 THAT — THE BOTTOM OF THE POOL IS / VISIBLE. UNDERWATER LIGHT I NO TO BE NO LE55 THAN 8 LUMEN LIGHT PER BOUARE FOOT. %OTE: SLOFE NOT TO EXCEED 3: 1. `HE E JD Of -9E 5'_OPE AST9F SHALLOW AREA CANNOT EXCEED I:12. 3'=6" E MAX 5:DFE MJ5T NOT IXOCED 3:1 III PORTIONS OP POD HAVE WAFER DETH GF ATER THAN 42•. PER ISP56 5EQION 323.1.2, THE TOP OF THE POOL CLAP aG WILL ACT A5 A HAND HOLD71 2 [I_'• FED I5F5C 5=0TION 30S_8. DECK EDGtS TO BE KADIU5ED TO ELIMINATE SHARF CORNER5. 611 •.1 •Ln: , t` i r HEDGE DETAIL FOIE POOL 5CALE: 1/2"= 1'-0" 'NOTE: WATERLINE 15 MEA5URED FROM THE PEAK5 OF THE WAVES. U T 0 0 0 �1, e• F I /J 0 F— U Q Z U z CpCOq'S' Q�GpF 0 ANGELA L. O W LOUGHRY (� �. 400607 I/ O� Cb BT ENTERPRISES LTD. P.O. BOX 385G BASALT, COLORADO 8IG21 (970) 379 -5430 13TENTERPR15E5.COM QAOL.COM 0 F) Q LY_ =0 U z0 SUN LLJ W �I V iZ C) Lu Z U0 � n l / Q U DRAWING TITLE: PLAN + SECTION VIEW DATE: 0.24.22 SCALE: 1/4•-1'0• PAGE NO. (:PL1-2 D C) W Z rU V J z LLJ n� C3 W QTY. TAG ITEM DESCRIPTION MANUFACTURER + MODEL z 4 SKIMMER TOP ACCESS WATERWAY, 25248-004-000 z 32" CHANNEL DRAIN FLAT GRATE, AQUASTAR, 32CDFLxxx 2 FLOOR SUCTION OUTLET THREE PORT COVER MANUFACTURED SUMP VGB APPROVED 140 GPM @ 50 FT. OF HEAD. PUMP PENTAIR WHISPERFLO COMES WITH HAIR AND LINT STRAINER, INTEGRAL VARIABLE FREQUENCY DRIVE, 23OV, I CP- I CIRCULATION PUMP GO HZ, I PHRASE WITH 3 AUXILIARY CONTACTS. SEE INTERLOCK REQUIREMENTS. w VERIFY WITH ELECTRICAL CONTRACTOR FOR o EXACT ELECTRICAL REQ. (n I SF- I SAND FILTER SAND FILTER. 7.OG SF FILTER AREA. TRITON MODEL 1 40C D L W OF 1 0 GPM 14 FT H D L SS. z I B- I POOL BOILER NATURAL GAS FIRED POOL BOILER, RAYPAC 399/40GA w 399,000 BTUH MAX INPUT, 80 GPM, 9.8 FT PRESSURE DROP, ATMOSPHERIC VENT. CHEMICAL FEEDER I CHLORINATOR 12 TABLET FEEDER- 2" SOCKET WATERWAY, CLCO 12 AUTO ON 3/4" SOLENOID VALVE SYSTEM DYNAMICS, I FILL CONTROLLER KI 100 LEVELER W (D COMPLETE INSIDER WALL INLET 0 r 8 WATER INLET RETURN FITTINGS FOR AQUASTAR, G I m � CONCRETE POOL w cf7 2 ANCHOR CUP ROPE ANCHOR AND HOOKS PENTAIK, 542044 0 o W/ SS BAR WHITE BLACK J p w w C3 0 1 FLOATING BUOYS c_ 3 PLASTIC NICHE FOR LARGE PVC NICHE, CONCRETE PENTAIR, 792OG700 0 POOL LIGHT J ELECTRICALPERMITTING & INSPECTIOMARE BYTHE COL ORADOSTATEELECTRICALBOARD ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS, EQUIPMENT, HOOK-UPS, WIRING AND CONDUIT. ALL WIRING TO CONFORM TO THE NEC AND STATE ELECTRICAL CODES. 2. POOL CONTRACTOR SHALL PROVIDE THE FILTER PUMPS, MOTORS, AUTO -FILL SOLENOIDS AND PRE -WIRED CONTROL ASSEMBLIES AS CALLED FOR ON PLANS AND/OR REQUIRED BY POOL SYSTEMS EQUIPMENT MANUFACTURER. THE ELECTRICAL CONTRACTOR SHALL INSTALL AND WIRE ALL ELECTRIC EQUIPMENT FURNISHED BY THE POOL CONTRACTOR AND SHALL PROVIDE ALL DISCONNECT SWITCHES, EMERGENCY SHUT OFF SWITCHES, PANELS, GROUNDING, CONDUIT AND MOTOR STARTERS OR RELAYS IF REQUIRED, AS INDICATED OR REQUIRED BY CODES. 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE POOL SHELL GROUNDING PER NEC, ARTICLE G80. 4. PROVIDE AND INSTALL ALL POWER AND CONTROL WIRING AS INDICATED BY SCHEMATIC DETAIL OF DRAWINGS AND ELECTRICAL COORDINATION TABLE. 5. ALL ELECTRICAL DISCONNECTS, SWITCHES, MAGNETIC STARTERS, STOP/START I STATIONS RECEPTACLES, AND RELAYS SHALL BE SPECIFIED BY C51 DIVISION I G WORK AND COORDINATED WITH THE POOL CONTRACTORS WORK. FURNISH AND I INSTALL ALL CONDUIT, WIRING FOR DISCONNECTS, MAGNETIC STARTERS, STOP/START STATIONS, RELAYS AND CONTROLS AS REQUIRED AND INCLUDING THE FOLLOWING PUMP MOTORS. G. FURNISH AND INSTALL ALL OUTLETS AND SERVICE NEEDED FOR THE CHEMICAL FEED AREA EXHAUST FANS, CHLORINE AND CHEMICAL FEED PUMPS. AUTOMATIC WATER LEVEL CONTROLS AND SOLENOID VALVE, WATER CHEMICAL ANALYZER EQUIPMENT (INCLUDING TELEPHONE TERMINALS BY CODE) AND RELATED CONTROLLED PUMPS, FLOW SWITCHES, AS WELL AS ADEQUATE LIGHTING IN THE MECHANICAL/POOL EQUIPMENT AND RELATED SPACES IN ACCORDANCE WITH THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS. INTERLOCK ALL CHEMICAL FEED EQUIPMENT AS SHOWN ON THE ELECTRICAL CONTROL SCHEMATIC. 7. ELECTRICAL AND BONDING CONNECTIONS FOR THE STEEL CAGE OF POOLS, ANY HANDRAILS, ALL EQUIPMENT INCLUDING LIGHTS (NEED CONDUIT RUN FROM POOL LIGHT TO DECK BOX AND THEN TO EQUIPMENT ROOM) AND ALL NECESSARY OUTLETS FOR EQUIPMENT. 8. INSTALLATION OF ANY POOL OR SPA LIGHTS WITH GROUNDING WIRES, POOL CONTRACTOR WILL SUPPLY POOUSPA LIGHTS. 9.ALL LIGHT RUNS NEED TO GO FROM SHELL LIGHT NICHE TO DECK BOX LOCATED AT LEAST 18" ABOVE WATER LEVEL. THEN FROM THE DECK BOX TO THE CONTROL BOX. 10. ALL CONDUIT RUNS FOR HIGH VOLTAGE, INCLUDING CONDUIT FROM POOL LIGHT NICHE TO DECK BOX JUNCTION TO EQUIPMENT ROOM. 1 1. ALL GROUNDING AND BONDING OF ALL NECESSARY WATER FEATURES OF ITEMS IN OR NEAR ALL WATER FEATURES, PER LOCAL AND NATIONAL ELECTRIC CODES. 12. NO OUTLETS LOCATED WITHIN 10 FEET OF POOL. ALL OTHER OUTLETS SHALL BE G.F.I. PROTECTED AS REQUIRED. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SPECIFICATIONS. 13. PROVIDE ASSISTANCE TO POOL CONTRACTOR AT TIME OF START UP. MECHANICAL/ PLUMBING WORK: I . PROVIDE FOR FRESH AIR VENTING/ AIR HANDLING (AND HEATING OR COOLING AS REQUIRED) IN MECHANICAL ROOMS, POOUSPA EQUIPMENT ROOMS, CHEMICAL STORAGE AND INDOOR POOL/ SPA FACILITIES. 2. HEAT EXCHANGERS NEED SPECIFIC BTU REQUIREMENTS PROVIDED THROUGH HOUSE BOILER SYSTEM W/ ZONE VALVE REQUIRED. PROVIDE 24V, ALL BOILER CONTROL WIRING FROM CONTROL THERMOSTAT (DRY SWITCH) TO BOILER CONTROLS. 3. PROVIDE AND INSTALL BOILER SYSTEMS. MECHANICAL CONTRACTOR SHALL INSTALL ALL GAS PIPING AND VENTING INCLUDING EXHAUST, COMBUSTION AND MAKEUP AIR VENTING. GAS HEATERS NEED SPECIFIC GAS AND VENTING REQUIREMENTS AND WILL NEED TO BE INSTALLED PER MANUFACTURER REQUIREMENTS. 4. PROVIDE AND INSTALL HEATER VENTING, AND COMBUSTION AIR, IF NEEDED. 5. ALL GAS PIPING, IF NEEDED. G. PLUMBING CONTRACTOR SHALL PROVIDE FRESH WATER CONNECTION TO POOL AND WASTE WATER CONNECTION FROM FILTER, INCLUDING BACK FLOW PREVENTER (SUPPLIED TO POOL MECHANICAL ROOM WITH THREADED ADAPTER FOR POOL CONTRACTOR TO HOOKUP TO POOL PLUMBING) AS SPECIFIED AND SHOWN ON DRAWINGS. 7. FLOOR DRAINS: AT LEAST ONE TO SANITARY SEWER FOR ANY MOISTURE FROM EQUIPMENT AND MAINTENANCE. IF A SAND FILTER IS USED TO DRAIN TO SANITARY SEWER FROM BACK WASHING (TO HANDLE 140 GFM BY GRAVITY). FURNISH AND INSTALL THE FILTER BACKWASH FLOOR SINKS AND/OR STANDPIPES AND LINE BEYOND AIR -GAP TO WASTE. 8. EYEWASH OR EMERGENCY SHOWER STATION SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. THEY SHALL BE INSTALLED PER OSHA AND ANSI REQUIREMENTS, 9. FURNISH AND INSTALL RPZ BACKFLOW PREVENTER AND ISOLATION VALVES FOR DOMESTIC FRESH WATER SUPPLY. 10. FURNISH AND INSTALL FRESH WATER AND WASTE WATER PLUMBING TO MECHANICAL/ POOL EQUIPMENT ROOM. 1 1. ASSIST POOL CONTRACTOR AT TIME OF START UP. QD 0- LLI LLJ 1 BT ENTERPRISES LTD. P.O. BOX 385G BASALT, COLORADO 81G21 (970) 379 -5430 5TENTERPM5E5.COM QAOLCOM � T N 6 7 , 0 C) n� ry 0 U z0 �UN W rW v J _ co ry C) wz Uo �C,D/ 1� rQ V DRAWING TITLE: MECHA14CAL ROOM LAYOUT DATE: 082422 SGALF: PAGE NO. n-4 STRUCTURAL GENERAL NOTES GENERAL 1. All construction shall conform to the 2015 editions of the International Residential Code (IRC) & International Building Code (IBC), and the Garfield County amendments. 2. Details not specifically shown on these drawings shall be similar to details for like construction as shown on these drawings. 3. The Contractor shall verify all dimensions and conditions at the job site, and shall report any discrepancies to the Architect and Structural Engineer of Record (S.E.O.R.) before proceeding with work. 4. Refer to Architectural drawings for dimensions and other information not specifically shown on Structural Drawings. Dimensions shown are approximate and are provided as an aid in interpreting the drawings and must be verified with the Architectural drawings. In the event of conflict, dimensions shown on the Architectural drawings shall govem. Notify the S.E.O,R. of any discrepancies prior to constructing the impacted portions of the work. Scaled dimensions shall not be used. 5. No structural members shall be cut, notched or otherwise penetrated unless specifically approved by the S.E.O.R. in advance or as shown on these drawings. 6. Provide openings, curbs, framing, supports and attachments for items as indicated on Architectural, Mechanical, Electrical or other drawings included in the Construction Documents, 7. Where these General Notes and typical details are in conflict with the Specifications, these Notes and Details shall govern. FOUNDATIONS (POOL STRUCTURE) 1. Concrete foundations are designed based on the following soil parameters as provided in the Geotechnical Engineering Study by HP Geotech, Project No. 104 300 dated May 14, 2004, for Lot 1, Cerise Ranch, Garfield County, Colorado Soil Density =110 pcf (Assumed) Allowable Bearing Pressure = 3,000 psf Lateral At -Rest Earth Pressure = 45 pcf Lateral Active Earth Pressure = 40 pcf Lateral Passive Earth Pressure = 400 pcf (Ultimate) Coefficient of Friction for Footing = 0.45 (Ultimate) Frost Depth = 36" min 2. Soils conditions and types, at the proposed foundation bearing elevations, shall be verified as adequate for the noted soil values, by a representative of a qualified Geotechnical Engineer (employed by Owner) during excavation. 3. Proper surface and below grade perimeter drainage shall be installed per Civil & Geotechnical Engineers to relieve foundations from hydrostatic soil pressures. 4. It is the responsibility of the Contractor to review the Geotechnical Engineer's recommendations and notify the Architect and/or S.E.O.R. if any changes to the design are required prior to start of construction. REINFORCED CONCRETE 1. All concrete design is based on the "Building Code Requirements for Reinforced Concrete", ACI 318, latest edition, associated Commentary (ACI 318R), and IRC/IBC Requirements. 2. All structural concrete shall be in accordance with ASTM C39 and properties noted. Minimum compressive strengths noted are I required at 28 days. Typical unless noted otherwise. 2.1. All concrete exposed to freeze -thaw cycles or deicing chemicals shall be air entrained 5-7%. 2.2. Exposed to freeze -thaw cycles: Minimum compressive strength = 4500 psi & maximum wlcm ratio of 0.45. Exposed to deicing chemicals: Minimum compressive strength - - 5000 psi & maximum wlcm ratio 0f 0.40. 3. All formed concrete shall be consolidated using mechanical vibrators. 4. All concrete work shall conform to the requirements of the IBC and ACI Standard 318, latest edition, of the American Concrete Institute (ACI), unless shown or noted otherwise on these drawings. 5. Aggregate shall conform to ASTM C33. 6. Cement shall be ASTM C150, Type I or Type II modified. 7. Concrete shall be placed in accordance with ASTM C94 and ACI Standard 304. 8. All embedded items shall be placed accurately and secured prior to beginning concrete placement. 9. Construction joints shall be located so as not to impair the strength of the structure. Construction joints shall comply with ACI 318, unless noted otherwise. 10. Concrete mix designs shall be submitted to the Architect & S.E.O.R. for approval prior to placement of any concrete. 11. Reinforcement and embedded items shall be free of excessive scale, rust, dirt, grease, & all or any other substance that will impair bond with concrete. REINFORCING STEEL 1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. 2. Except where otherwise noted on the Drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be Grade 60. Ties and field -bent bars as noted on plan shall be Grade 40. All reinforcing bars to be welded shall conform to ASTM A706. 3. Welded wire fabric reinforcement shall conform to ASTM A185 and shall be sheet -type; roll -type is not acceptable. 4. Coverage for reinforcing bars shall be in accordance with the requirements of the IBC, the ACI Standard 318 and in the Table below, unless shown otherwise on the Drawings. 5. Lap splices for reinforcing bars shall be 57 bar diameters (24" minimum) for concrete reinforcement and 72 bar diameters (36" minimum) for masonry reinforcement unless shown otherwise on the Drawings. Wire bars together at laps or splices. Stagger laps in adjacent horizontal bars a minimum of the required splice length. Hooks shall be ACI standard hooks unless shown otherwise. Welded wire fabric shall be spliced by lapping a minimum of 12 inches, or (2) cross wires, whichever is greater. MINIMUM CONCRETE COVER FOR REINFORCEMENT' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER No. 6 thm No.18 bars Z1 No. 5 bar, W31 or D31 wire, and smaller 1112 CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND Slabs, Walls, Joists: No. 14 and No. 18 bars 1 1/2 " No. I I bar and smaller 3/4" Beams, Columns: Primary reinforcement, ties, stirrups, spirals 1 112" 1. Minimum concrete cover specified or for cast -in -place, nonprestressed concrete STRUCTURAL ERECTION AND BRACING REQUIREMENTS 1. The Structural Drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. 2. The Contractor, in the proper sequence, shall provide shoring and bracing as required during construction to achieve the final completed structure. Design, sequencing, location, placement, etc. of bracing and shoring is the responsibility of the Contractor. 3. The Contractor shall be responsible for the safety of the building and workers during construction. The Contractor shall comply with all applicable safety regulations. BACKFILLING 1. Contractor shall not backfill against basement and/or retaining walls until all supporting elements (ex: concrete slabs and/or floor framing) are in place and securely anchored, or until adequate temporary shoring is installed. 2. Contractor shall verify type of backfill material with Geotechnical Engineer prior to backfilling. SPECIAL INSPECTION 1. The owner shall employ a special inspector per IBC Chapter 17. The special inspector shall submit a copy of all his reports to the Owner, Architect, Structural Engineer and the Building Department. When the work is completed, the special inspector shall submit a final signed report stating whether the work was, to the best of his knowledge, in conformance with the approved set of plans and specifications and the applicable workmanship provisions of the building code. The S.E.O.R. will make visits to the site to observe general compliance with the approved structural plans, specifications and change orders. The contractor shall coordinate with the special inspector in order to ensure that the special inspection as indicated below can be performed with minimal impact to the project schedule. 2. Special inspection is required for the following types of work. Refer to Chapter 17 of the 2015 IBC for additional testing and specific requirements. 2.1. All cast -in -place concrete work & reinforcing placement, except nonstructural concrete (periodic). 2.2. All masonry construction (periodic per IBC 1705.4). 2.3. All bolts and embeds in concrete (continuous if wet stabbed, periodic if tied). 2.4. All shop and field welding (periodic). 2.5. All high -strength bolted connections (periodic). 57 BAR 0 57 BAR 0 57 BAR 0 (24"MIN) (24" MIN) (24" MIN) a mz siz a \ a Co CORNER BAR AT EA LAP HORIZ BARS^ 41 ° HORIZ 13AR-TYP EA SIDE OF a CORNER-TYP ° Q ` d (1) #5 VERT AT a a END OF WALL OR CORNER-TYP CORNER INTERSECTION & END OF WALL ALTERNATE CORNER TYP REINF AT CONC WALLS 1 SCALE: NTS 4D 21/s" MIN j_R R �� / o R -R N OFFSET 180° HOOK 90° HOOK R = 4D FOR #3 THRU #8 BARS R = 5D FOR #9 THRU #11 BARS TIED BARS R = 6D FOR # 14 AND #18 BARS 57 BAR 0 FOR CONC 64 BAR 0 FOR MASONRY MIN 1.5D OR 1" MAX 1/5 LAP LENGTH OR 6" LAP SPLICE 2 TYP REINF DETAILS SCALE: NTS CONC WALL & REINF PER PLAN PREFERRED CONC WALL PENETRATION LOCATION C TYP CONC WALL PEN SCALE: 314" - V-0" RE: S/2.001 TERMINATE WALL REBAR \ #5 SUPPLEMENTAL AS REQ'D ` REINF I b� N ALT CONC WALL ..PENETRATION LOCATION ABBREVIATIONS AB ANCHOR BOLT JT JOINT KING ABV ABOVE K- ACI AMERICAN CONCRETE INSTITUTE KSI KIPS PER SQUARE INCH ADDL ADDITIONAL ILL LIVE LOAD ADJ ADJUSTABLE LLH LONG LEG HORIZONTAL AFF ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL ALT ALTERNATE LOC LOCATION APA AMERICAN PLYWOOD ASSOC LT LIGHT ARCH ARCHITECT OR ARCHITECTURAL LVL LAMINATED VENEER LUMBER B.O. BOTTOM OF MATL MATERIAL BLDG BUILDING MAX MAXIMUM BLKG BLOCKING MECH MECHANICAL BLW BELOW MF MOMENT FRAME BM BEAM MFR MANUFACTURER BOT BOTTOM MIN MINIMUM BOW BOTTOM OF WALL MISC MISCELLANEOUS BRG BEARING MTL METAL _ _ BTWN BETWEEN N.S. NOT SHOWN BWP BRACED WALL PANEL NTS NOT TO SCALE _ CANTD CANTILEVERED O.C. ON -CENTER CCW COUNTER -CLOCKWISE O.F. OUTSIDE FACE CIP CAST -IN -PLACE OPNG OPENING CJ CONTROLJOINT OPP OPPOSITE CJP COMPLETE JOINT PENETRATION OSB ORIENTED STRAND BOARD CL CENTERLINE P.E. PRE-ENGINEERED CLR CLEAR P.T. PRESSURE TREATED CMU CONCRETE MASONRY UNIT PAF POWER -ACTUATED FASTENER CNTRD CENTERED PC PRE CAST COL COLUMN PEN PENETRATION CONC CONCRETE PERP PERPENDICULAR CONN CONNECTION PL PLATE CONST CONSTRUCTION PLCS PLACES CONT _ CONTINUOUS PLF POUNDS PER LINEAR FOOT CONTR CONTRACTOR PILL PARALLEL CW _ CLOCKWISE PLY PLYWOOD DBA DEFORMED BAR ANCHOR PSF POUNDS PER SQUARE FOOT DEFL DEFLECTION PSL PARALLEL STRAND LUMBER DIAG DIAGONAL R RADIUS DL DEAD LOAD R.D. ROOF DRAIN E.F. EACH FACE RE: REFERTO E.N. EDGE NAILING REINF REINFORCINGIMENT E.W. EACH WAY REQD REQUIRED ELBELEVATIONION IRS ROUGH SAWN ELEVOR RTU ROOF TOP UNIT EMBEDENT S.O.G. SLAB ON GRADE EQ SCHED SCHEDULE EQUIVLENT SEOR STRUCTURAL ENGR OF RECORD _ EXI G SHT SHEET EXPION SHTG SHEATHINGEXTOR SIM SIMILAR F.D. DRAIN SP SPACE OR SPACING FDN FOUNDATION SPECS SPECIFICATIONS FLG ' FLANGE SS STAINLESS STEEL FS _ FULL SAWN STD STANDARD FTG FOOTING STGD STAGGERED G.C. GENERAL CONTRACTOR STL STEEL GA _ GAUGE/GAGE STRUCT STRUCTURAL GALV GALVANIZED, HOT DIP SYM SYMMETRICAL GB GRADE BEAM T TRIMMER GL GLUE -LAMINATED MEMBER T&B TOP AND BOTTOM H.A.S. HEADED ANCHOR STUD T&G TONGUE AND GOOVE _ HDR _ HEADER T.O. TOP OF HGR HANGER TOF TOP OF FOOTING _ HORIZ HORIZONTAL TOIL TOP OF LEDGE _ HSS HOLLOW STRUCTURAL STEEL TOS_ TOP OF SLAB HT HEIGHT TOW TOP OF WALL I.F. INSIDEFACE TYP TYPICAL IBC INTN'L BUILDING CODE UNO UNLESS NOTED OTHERWISE INT INTERIOR VERT VERTICAL IRC INTN'L RESIDENTIAL CODE VIF VERIFY IN FIELD _ ISO ISOLATION w/ WITH JST JOIST WP WORK POINT _ WWF WELDED WIRE FABRIC STRUCTURAL SYMBOLS LEGEND - - - FLOOR JOIST OR ROOF RAFTER - - - - HEADER BEAM OR LINTEL FLUSH BEAM - DROPPED BEAM - LEDGER - - - - EDGE OF FLOOR DECKING OR SHEATHING JOIST HANGER OR BEAM TO BEAM CONNECTION I� RE: HANGER SCHEDULE FOR CONNECTION, U.N.O. VERT14AL STEP IN FLOOR WALL STEP, POINTS IN DIRECTION OF DOWN CONCRETE WALL & FOOTING STONE VENEER ■ STEEL OR WOOD COLUMN WHICH SUPPORTS FRAMING OR LOADS FROM ABOVE SEE WALL FRAMING NOTES FOR MIN SIZE, NUMBER, & TYPE STEEL OR WOOD COLUMN FROM ABOVE OR BTWN BEAMS WHICH ARE SUPPORTED ON FRAMING, MIN WIDTH TO MATCH SUPPORTED FRAMING, U.N.O. v� , REVISION CLOUD INDICATING REVISED ITEMS / r \ REVISION NUMBER CORRESPONDS WITH REVISIONS IN TITLE BLOCK ROOF RAFTER OR FLOOR JOIST SPAN, ARROWS DESIGNATE BEARING LOCATIONS ROOF SLOPE ARROW, POINTS TO DOWN OP+� N-HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION 5 00 PSF ICTURAL DESI www.evoNestruct.com 1040 Main Street Carbondale, C081623 (970) 510-0773 3/25/2022 43316 U0 L.L zoo LL , W W H Q W I --I U z � L.6 Q U DATE: ISSUE: 03/25/22 PERMIT GENERAL NOTES & TYP DETAILS PLOT DATE: 3/25/2022 PROJECT # : 22.038C DRAWN BY: SL CHECKED BY: CB S0.01 1/2" WATERPROOF LANDSC 112" WATERPROOF EXP JOINT PER POOL S.O.G. PER DESIGNER _ LANDSCAPE ARCH i tom. 11' WATERPROOF EXP JOINT S.O.G. PER LANDSCAPE ARCH FND DRAIN & GRAVEL AS REQ'D N e e CONIC SU POOL FOUNDATION CROSS-SECTION �'. SCALE: 314" = V-0" RE: S2.001 BEND HORIZ BARS AROUND LADDER RECESS AS REQ'D - TYP CONIC WALL PER 1/S2.001 STOP INSIDE FACE VERTS AT LADDER wl (1) INSIDE FACE VERT 3" MAX OFF EA SIDE OF LADDER LADDER RECESS GEOMETRY PER POOL DESIGNER CONIC SLAB PER 11S2.01 SUBGRADE & BEARING SOILS PER GEOTECH - TYP POOL LADDER AT CONC WALL SCALE: 314" = V-0" RE: S2.001 :7 J EA WAY OP -TYP N a >7 U POOL FOUNDATION CROSS-SECTION 11 SCALE: 314" = T-0" RE. S2.001 PER POOL i>> S2.001 #3REBAR -- 2112" CLR - TYP 10" CONC WALL w/ #4 @ 9" o.c. EA WAY OUTSIDE FACE, 9 @ 12"o.c. EA WAY INSIDE FACE - TYP 3" CLR - TYP FND DRAIN & GRAVEL AS REQ'D PER GEOTECH -TYP ORT 'ING PSF 1. REFER TO POOL DOCUMENTS BY BT ENTERPRISES LTD, DATED 01/17/2022, FOR ALL OTHER DIMENSIONS AND SPECIFICATIONS, 2. REFER TO SHEET S0.01 FOR GENERAL NOTES. 3. EXCAVATED & PREPARED SUBGRADEISOIL CONDITIONS SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 4. PROPER SURFACE & BELOW GRADE PERIMETER DRAINAGE SHALL BE INSTALLED PER CIVIL & GEOTECHNICAL ENGINEERS TO RELIEVE FOUNDATION WALLS FROM HYDROSTATIC PRESSURES, APPROPRIATE HYDROSTATIC RELIEF VALVES SHOULD BE PROVIDED AND INSTALLED PER CONTRACTOR 5. REFER TO SHEET S0.01 FOR TYPICAL CONCRETE & REINFORCEMENT DETAILS. 6. ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. STRUCTURAL DE www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 3/25/2022 43316 O 0 r v0z <u C). Lu J r) �Qw v zry 0 Q ry Q U DATE: 03/25/22 ISSUE: PERMIT POOL FOUNDATION PLOT DATE: 3/25/2022 PROJECT # : 22.038C DRAWN BY: SL CHECKED BY: CB S2.01