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HomeMy WebLinkAboutPlansSYMBOL LIBRARY: Bethel Party Rentals 5447 County Road 154 Garfield County, Colorado PROJECT TEAM: BUILDING DETAIL OWNER: SECTION NUMBER INTERIOR DETAIL NUMBER BETHEL PARTY RENTALS -- ELEVATION 5396 COUNTY ROAD 154 SHEET WHERE MARK GLENWOOD SPRINGS, CO. 81602 LOCATED (970) 947-9700 SHEET WHERE LOCATED WALL DETAIL NUMBER SECTION CONSTRUCTION MANAGER: NORTH ARROW CONTRIBUTE CONSTRUCTION NORT" SHEET WHERE GLENWOOD SPRINGS, CO. 81601 LOCATED 970-456-7360 ATT: SIG] MARIONI DETAIL DETAIL NUMBER MARK SURVEYOR: SHEET WHERE SURVCO, INC. LOCATED �� �� PO BOX 278SZZ2 / GLENWOOD SPRINGS, CO. 80550 1 (970) 945-5945 1 / DETAIL DETAIL REFERENCE NUMBER ARCHITECT: RED HOUSE ARCHITECTURE SHEET WHERE 815 BLAKE AVE. LOCATED GLENWOOD SPRINGS, CO. 81601 970-618-1499 ROOF SLOPE RISE: RUN ELEVATION T. CONC. MARK 100'-0 DOOR SYMBOL O WINDOW SYMBOL O A ABBREVIATIONS: ABOVE FINISH FLOOR A.F.F. GAUGE GA. THICK THK. ACOUSTICAL CEILING TILE A.C.T. GLU-LAM G.L. TOILET TLT. ADJUSTABLE ADJ. GYPSUM WALL BOARD G.W.B. TOP OF FOOTING T.F. ALTERNATE ALT. TOP OF PLATE T.P. ANCHOR BOLTS A.B. HEIGHT HT. TOP OF LEDGE T.L. AND & HOOK HK. TOP OF WALL T.W. ARCHITECTURAL ARCH. HORIZONTAL HORIZ. TOTAL TOT. AT @ TOWEL BAR T.B. INFORMATION INFO. TRANSVERSE TRANSV. BEAM BM. INSULATION INSUL. TYPICAL TYP. BEAM POCKET BM. PKT. BEARING BRIG. JOIST JST. UNLESS NOTED OTHERWISE U.N.O. BLOCKING BLK'G. BOTTOM BOT. LINEAR FEET L.F. VERIFY IN FIELD V.I.F. BOTTOM OF FOOTING B.F. LIVE LOAD L.L. VERTICAL VERT. BUILDING B BY OWNER B..O.C. LONGITUDINAL LONGINT. VINYL WALL COVERING V.W.C. CABINET CAB. NOT IN CONTRACT N.I.C. WATER CLOSET W.C. CEILING CLG. WATER HEATER W.H. CENTER LINE CL. ON CENTER O.C. WATERPROOF W.P. CERAMIC TILE C.T. OPPOSITE OPP. WATER RESISTANT W.R. CLEAR CLR. OVER O/ WINDOW WIN. COLUMN COL. WITH W/ CONCRETE CONC. PAINTED PTD. WOOD WD. CONNECTION CONN. PERFORATED PERF. CONTINUOUS CONT. PLATE PL. PLYWOOD PLY, DETAIL DTL. PROPERTY LINE PROP. LINE DOUBLE DBL. DOWEL DWL. REINFORCEMENT REINF. REDWOOD RDWD. EACH WAY E.W. REQUIRED REQ'D. ELEVATION ELEV. OR EL. RESILIENT RESIL. EXISTING EXIST'G REVISED REV. EXTERIOR EXT. SHEET METAL S.M. FLOOR FLR. SIMILAR SIM. FOOTING FTG. SQUARE FEET S.F. OR SQ. FT. FOUNDATION END. STANDARD STD. STEEL STE. STUDS STDS. CODE ANALYSIS CIVIL ENGINEER: MOUNTAIN CROSS ENGINEERING 826 1/2 GRAND AVENUE GLENWOOD SPRINGS, CO. 80601 (970)945-5544 ATT: CHRIS HALE APPLICABLE CODES 2012 INTERNATIONAL B\UILDING CODE 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL MECHANICAL CODE 2011 NATIONAL ELECTRICAL CODE 2012 INTERNATIONAL FIRE CODE W. LOCAL AMENDMENTS 2012 STATE OF COLORADO ACCESSIBILITY STANDARDS 2009 INTERNATIONAL ENERGY CONSERVATION CODE PROJECT (3) FREE STANDING METAL BUILDING LOCATION 5447 COUNTY ROAD 154, GLENWOOD SPRINGS, CO 81601 USE GROUP CLASS OFFICE- BUSINESS GROUP B WAREHOUSE- GROUP S1 TYPE OF CONSTRUCTION OFFICE- TYPE V B WAREHOUSE - TYPE V B CONDITIONS OF PERMIT BLCO-11-14-3458, SEPT-10-14-3429 Bethel Party Rentals, Inc Whse/Office, Building A 5447 CR 154 GWS, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, ]PC, IFGC, IECC, IFC, AND THE MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH THE CURRENT "CL" ZONE DISTRICT REGULATIONS. 3) A COPY OF THE AMENDED PLAT, DELETING THE PARKING EASEMENT, IS REQUIRED PRIOR TO SEPTIC PERMIT ISSUANCE. 4) BUILDING IS APPROVED AS TYPE V-B CONSTRUCTION, S-1, B OCCUPANCY. AREA INCREASE REVIEWED UNDER 2009 IBC, SECTIONS 506 AND 705.3. 5) CONTACT LOCAL FIRE DISTRICT FOR PERTINENT IFC REQUIREMENTS. FIRE DISTRICT FINAL APPROVAL REPORT IS REQUIRED FOR CO/FINAL INSPECTION. 6) CONTACT GARFIELD COUNTY ROAD & BRIDGE DEPARTMENT REGARDING ACCESS IMPROVEMENTS. FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 7) A LOT IMPROVEMENT CERTIFICATE, SEALED BY A COLORADO LICENSED SURVEYOR, IS REQUIRED AT FOOTING/FOUNDATION INSPECTION TO VERIFY BUILDING SETBACKS. 8) OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION, 2000 PSF. 9) ACCESSIBILITY PER 2009 IBC, CHAPTER 11 AND ]CC/ANSI A117.1-2003. 10) ALL HIGH STRNGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE AN APPROVAL REPORT AT FRAME INSPECTION. 11) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 12) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 13) ENGINEERED SEPTIC APPROVAL REPORT IS REQUIRED FOR CO/FINAL INSPECTION, ARCH ITECTURAL/STRUCTURAL AO.0 COVER & INFO SHEET SURVEY A2.1 MAIN LEVEL FLOOR PLAN - BUILDING A A2.1 MAIN LEVEL FLOOR PLAN-BUILD#4G-B-- A2-1-MAIN-LEVEL FLOOR PLAN --BUILDING-G- A3,1 EXTERIOR ELEVATIONS -BUILDING A A3.2 EXTERIOR ELEVATIONS - BUILDINGA A3-1-EXTERIOR ELEVATIONS- BU+LaW B-- Aer+EXTTERIOR-EL-EVATIONS=-BWL-5iNfi'( - A3.2-E-XTERI OR -ELEVATION S---BUILDING-E- S1.1 FOUNDATION PLAN - BUILDING A S2.1 FOUNDATION DETAILSINOTES - BUILDING A S1.I FOUNDATION PLAN-- BUIL9ING-A S2.1 FOUNDATION DETAIL SIA FOUNDATION PLAN --BW687N6-A- S2.-1 FOUNDATION DETAIL CIVIL ENGINEERING C1 GRADING AND DRAINAGE PLAN C2 GRADING AND DRAINAGE PLAN C3 GRADING AND DRAINAGE PLAN C4 SEPTIC SYSTEM PLANS/NOTES/DETAILS C5 GENERAL NOTES GENERAL BUILDING HEIGHTS AND AREAS BUILDING A and BUILDING B (COMBINED/SAME PROPERTY: TABLE 503 ALLOWABLE OCCUPANCY S-1 = 1 STORY 9,000 SQUARE FEET PER FLOOR AREA/HfIGHTF)NCfd= aIj/30 60/540 1A 0.56 30/30 = 0.56 If =[ ]= X A = A t + [Atx IPj Aa = 9000 sf + [9000 sf x 0.56] Aa = 14040 sf PROPOSED OFFICE- 1 STORY 2,376.0 SQUARE FEET WAREHOUSE- 1 STORY 11,624.0 SQUARE FEET BUILDING C TABLE 503 ALLOWABLE OCCUPANCY S-1 = 1 STORY 9,000 SQUARE FEET PER FLOOR PROPOSED WAREHOUSE- 1 STORY 6,000.0 SQUARE FEET PER FLOOR FIRE SPRINKLERS No FIRE ALARM B SECTION 1016- EXIT ACCESS TRAVEL DISTANCE B WITHOUT SPRINKLERS 200 FEET S1 WITHOUT SPRINKLERS 200 FEET NUMBER OF EXITS B MAXIMUM OCCUPANT LOAD 49 - 2 EXITS S MAXIMUM OCCUPANT LOAD 29 - 2 EXITS EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL BE AT GRADE OR SHALL PROVIDE DIRECT ACCESS TO GRADE BUILDING ERECTION C1 COVER PAGE - BUILDING A C2 NOTES - BUILDING A F1 ANCHOR ROD DRAWING - BUILDING A F2 COLUMN REACTION DRAWINGINOTES - BUILDING A E1 ROOF FRAMING PLAN - BUILDING A E2 FRAME ELEVATION - BUILDING A E3 WALL DRAWINGS - BUILDING A E4 END WALL DRAWINGS - BUILDING A 01 STEEL DETAILS - BUILDING A 02 STEEL DETAILS - BUILDING A D3 STEEL DETAILS - BUILDING A 04 STEEL DETAILS - BUILDING A S4- 9 -FAGS vdfHB+ o 0 .G2-NG-SS--BUIEBING I; BNdU-B F2-Go"IN-REA67ION DRAWINGINOT S-8UIL431N6$ 944R4DO -FR .MING PLAN -BUILDIN6$- -E-2+4?6VA&-LEVARON - B n.....�.Ae.r- n -BUIL& NG-& n+ 8TE-S64)ETR,LS- WILD NG B 52-STEEL-BETAIL-5--- BbIEBW&B ;r'u--vTEFL GETA+L$BU169INGB D 4 vT€€z-DETA+=o-v�'vrv"-^om'vv ^G2 NGgEv-BkHL-DING-G --BUILBING­e -DRAWIN&NOTES-= Bt7ltBna(i-e I=! ROOF FRAM*4G4x6AN--B64L-GI E9 FRAME ELEVATLON._.BUILDING.G. E3-WALL-DRAW+NC-,S--BUILDING-G - f4BdD-WALt-BRAWiNGS--BUILBINe-c D4-STEEL -DETAILS-BUILDINfr6 03-STEEL. DIaTrAAILS-Suus+alG-s .IM STE€^L TA&o--BUILBING c LEGAL DESCRIPTION Section: 1 Township: 7 Range: 89 A TR IN LOTS 18, 20, 21 & 36 AKA PARCEL 1 AMENDED STOWE EXEMPTION PLAT ZONING COMMERCIAL/GENERAL OCCUPANT LOAD TABLE 1004.1.1 BUILDING A: OCCUPIED SQ. FT.: FUNCTION OF SPACE FLOOR AREA PER OCCUPANT OCCUPANT LOAD OCCUPIED SQ. FT. FUNCTION OF SPACE FLOOR AREA PER OCCUPANT OCCUPANTLOAD BUILDING B: OCCUPIED SQ. FT. FUNCTION OF SPACE FLOOR AREA PER OCCUPANT OCCUPANT LOAD BUILDING C: OCCUPIED SQ. FT. FUNCTION OF SPACE FLOOR AREA PER OCCUPANT OCCUPANT LOAD desim + build 815 BLAKE AVE. GLENWOOD SPRINGS, CO. 81601 PHONE (970) 945-8240 FAX (866) 431-1950 rtww.redhou,earchitect ure.com 0 X 2,376.0 SQ. FT. a BUSINESS 2 x 100 GROSS ["I 24 � m � 4,624.0 SQ. FT. v WAREHOUSE 500 GROSS ._ 3 10 C= a FBI 1.173 7,000.0 SQ. FT. WAREHOUSE V 540 GROSS p V e U y y 03 U L� I 6,000.0 SQ. FT. C Q WAREHOUSE Cm 500 GROSS L° m (ALO 12 �y � Cm at m s � to m m L03 0755 A1.0 , Sheet 1 of 1 Client: Bethal Party Rentals Drawn By: S. Phelps W Imes Comer Monl t NW Came, Lo136. Sec. 1 SE Comer La 9, Sw 1 Found 3-IP' Brass Cap on 3" 1mn Rpe, PLS No. IW32 Date: 04/Feb./2014 .dwg file: 14.005.001 Job No.: 14.005 — S02-19100-W 10.00, "True" La Corms Lwatm 1.c parcmg NOcnvmmcm . eV pgTE REVISION OESCFIPTICN Basis of Bearings A VifY/ � �b���� � Sef F%„✓lam �. Improvement_Survey Of Parcel 1 Stowe Subdivision Exemption as Amended Situated in Section 1, Township 7 South, Range 89 West of the 6th P.M. County of Garfield, State of Colorado �) Last U4 Comer Sec. 1 - Food 3-I12' FILM Brass Cap o0 3- Iran Hpe, L THE UNDERSIGNED. BEING A LICENSED PROFESSIONAL LAND SURVEYOR IN TIE STATE OF COLORADO DO HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY PLAT HAS BEEN PREPARED BY SURVCO, INC. FOR BEHIAL PARTY RENTALS, INC. AND THAT IT HAS BEEN PREPARED UNDER MY DIRECT SUPERVISION AND CHECKM AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 1 FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE PARCEL INDICATED ON THIS DATE. FEB. 04, 2014. EXCEPT UTILITY CONNECTIONS. ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SI[OWN, 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 SKIN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS LAND SURVEYOR TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. ALL INFORMATION PERTAINING TO OWNERSHIP, EASEMENTS AND OTHER ENCUMBRANCES OF RECORD HAS BEEN TAKEN FROM A TITLE INSURANCE COMMITMENT ISSUED BY COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY, INC., TITLE INSURANCE COMMITMENT ORDER NO. 1310921-1, EFFECTIVE DATE DECEMBER 30, 2013 AT 7:59 A.M. BY: SAMUEL D. PHELPS COLORADO LICENSED PROFESSIONAL LAND SURVEYOR NO. 276I3 FOR AND ON BEHALF OF SURVCO, INC. A COLORADO CORPORATION DATE OF CERTIFICATION: 04IFEB2014 SURVEYORS' NOTES: 1) BEARINGS AS SHOWN HEREON ARE BASED UPON A RECORD BEARING OF S.R7.39 3-E. FOR I IIE LINE BETWEEN THE WITNESS CORNER MONUMENT FOR THE SOUTHWEST CORNER OF LOT 9, SEC. 1 \D TIE EAST IM CORNER OF SEC, I. MONUMENTATION BEING FOUND IN THE FIELD AS INDICATED HEREON. 20 THIS PROPERTY IS SUBJECT TO US PATENT RIGHTS, MINERAL RESERVATIONS AND ANY IT"" COVENANTS AND RESTRICTIONS AS NOTED IN THE ABOVE REFERENCED TITLE INSURANCE COMMITMENT. 3) THE BASEMENT GRANTED IN BOOK 499 AT PAGE 967 HAS BEEN PLOTTED AND IS DEEMED NOT TO AFFECT THE SUBJECT PROPERTY. 4) AS PER THE WELL AND WATER AGREEMENT AS RECORDED IN BOOK 931 AT PAGE 211 THERE EXISTS AN EASEMENT FOR A WATERLINE BEING FIVE 45-) FEET IN WIDTH RUNNING FROM THE STOWE WELL TO THE SOUTHERLY BOUNDARY OF PARCEL I IN WHICH THE SPECIFIC LOCATION IS NOT DEFINED. 5) THIS SURVEY IS BASED UPON THE FOLLOWING DOCUMENTS: A) THE AMENDED MAP OF THE STOWE EXEMPTION AS RECORDED UNDER RECEPTION NO. 40224R, B) THE MONUMENT RECORDS FILED BY NORMAN HUNT, PLS 10732 FOR THE MONUMENTS COMPRISING THE BASIS OF BEARINGS FOR THIS SURVEY. C) PRIOR SURVEYOYS IN GENERAL VICINTY AS PREPARED BY THIS FIRM. D) ALL EXCEPTION DOCUMENTS AS NOTED IN THE ABOVE REFERENCED TITLE INSURANCE COMMITMENT. 6) AS OF THE DATE OF TIE FIELD WORK FOR THIS SURVEY APPROXIMATELY I TO 2 FEET OF SNOW COVERED THE SUBJECT PROPERTY. THEREFORE SOME GROUND LEVEL FEATURES MAY HAVE BEEN OBSCURED AND ARE NOT SHOWN_ 7) DATE OF FIELD SURVEY: FEBRUARY 3 AND 4,2014. 8) PURPORTED ADDRESS: 5447 COUNTY ROAD NO. 154. GLENWOOD SPRINGS. CO. 8160I (NOT POSTED ON STRUCTURES) 9) THE 'PARKING EASEMENT" AS DEPICTED ON THE STOWE SUBDIVISION EXEMPTION AS AMENDED HAS NOT BEEN DEMONSTRATED TO HAVE BEEN DEDICATED AND/OR DEEDED TO ANY SECONDARY BENEFICIARY SEPARATE OF THE FEE TIRE INTEREST IN THE SUBJECT PROPERTY. IT IS CONCLUDED BASED UPON THESE FACTS THAT THE 'PARKING EASEMENT' IS WITHOUT COVENANT AND THEREFOR IS NOT DEPICTED ON THIS IMPROVEMENT SURVEY. NOTICE: (AS PER C.R.S. 134RL 105 ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY. LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN TRHEE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN DEREON- LEGAL _DESCRIPTION' (AS PER TIME COMMITMENT) AccoNing 10 the Excn,non PBr Ihcreof as filed for rwrom Junc 12, 1999 uMer R.In.. No. 402249 County of Garfield Srale of Colorado Containing 2.000 acres as shwn lhercvn. SurvCo, Inc. RTK GPS and Conventional Land Survey�_in�Services 826-1/2 Grand Avenue Post ORoe Box 2782 GIellwood Springs, CO. 81602-2782 Phone:(970) 945-5945 Cell:(970) 379-7399 Email: wrveIXa l;maHcom A existing house (to remain) in ) ,1F I J1 ! Iexisting • house (to remain) I I 1 1 existing foundation`, \ I to be removed 1 - Existing building (remo4ed) ,-------- IF neighboring well Loading/Unloading I I ', --_- Area 6,000 sf 11 Retaining wall per building c civil/structural r- Loading Dock ---- - Area ' I I from and setback 10'-0" rear y_ I � I II I � I , I I I t I I' I 11 Setba�k to retaining walls 1 from Septic Field 10'-0" c � T ` I I Entry Drive i\ I � r3�fi i`� 1 � HC usto ner Parking i 1 (7 spaces) ac) I � 1 0i Emplo ee p I Entrance- - - Main` Entranc i Employee Access I I I / Loading/Unloading !yy I t Area --- -- I I I 7,000 Sf _r steel warehouse btdMing.a I 1 1 II II II I ---- -I---� ii II ii��7100011sf6 ii steel warehouse building b II I � II I II II II II II II II II II II NIA (1r55 �t ad' ��is o �.Bt-.zS-.SbX3oG)�.56 A&FAt k-TPI 9o0o +C9 0 0o x . fb� = 14 D ¢o ,4//4w,41e 14r-44A) gidi (400a 1 � 1 \ Empld ee \ Parkil 1 (14 spaops) 1 � 1 0• trootyard 70 \ 25 li Notes: 1. See Civil drawings for grading/drainage/septic construction 2. All setbacks per Garfield County land use code 3. Building layout to be completed by liscensed surveyor prior to excavation SITE PLAN @ 1 "= 20'-0" design + build 815 BLAKE AVE. GLENWOOD SPRINGS. CO. 81601 PHONE (970) 945-8240 FAX (866) 431-1950 bmccCredhousearch itecture. com Z Q �O Q � a aCQ �W C7 (.Illly W a°. •o a U W x W W x �a � x w z H ° U �b Alel 0755 A2.1 12'-6" (D— (D— RETAINING WALL SITE/STRUCTU 0- 26-0" 12'-6" 2 ?33. 4 25'-0" 25'-0" 14'-10 1/4" T-3" T-71/4" �I 10'-1 3/4" 4'-5" 5'-8 3/4" a� cI 25'-0" 22'-10 1/4" 7'-2 7/8" 1 V-7" 4'-0 3/8" �I 01 GENERAL NOTES 1. DO NOT SCALE DRAWINGS - CONTACT ARCHITECT OR ENGINEER CONCERNING DISCREPENCIES OR MISSING INFORMATION. 2. COMPLY WITH ALL APPLICABLE BUILDING CODES AND CONFORM WITH MATERIAL AND EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. 3. ALL DIMENSIONS TO FACE OF FRAMING UNLESS NOTED OTHERWISE, 4. EXTERIOR WALLS TO BE 2X6 @ 16" O.C. UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL DRAWINGS. 5. INTERIOR WALLS TO BE 2x4 @ 16" O.C. UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL DRAWINGS. 6. CROWN ALL STUDS, JOISTS, AND RAFTERS. CROWN JOISTS AND RAFTERS UP. 7. COORDINATE JOIST PLACEMENT WITH PLUMBING FIXTURE LAYOUT. 8. HOLD ALL PLUMBING TRAPS AS HIGH AS POSSIBLE. COORDINATE WITH CABINET ACCESSORIES. 9. NO VENT OR PLUMBING STACKS ARE TO BE LOCATED IN H design + build 815 BLAKE AVE. GLENWOOD SPRINGS, CO. 81601 PHONE (970) 945-8240 FAX (866) 431-1950 ww wxedhousemhitecturexom z O Ti V-4 CIS w go U p r� ao o .� U a PO T-4 � o L7 W �o as RE 1L n W T a x a 0 a O N z c3xa 0 00 A2*1 C 1Ou ■ rt u C 1 TW 100'-01, 2 TA 100'-0" 3 TW 100'-0" 4 TW 100'-0" 5 TP 100'-0" BW 98'-0" TP 100'-O" gW qH'-O" TP 100'-0" \� TF 9'1'-b" TF A/ 25'-0" 25'-0" Y 25'-0"ff/ TP 100'-0" w - 52.1 m � I- - 52.1 m • 'D 52.1 m r '$ t-- 1 _ r r--_1 52.1 ---- b s2.1 I ---------------------- - I I -I-T ------ ---------- -- I I --rl -�, --------------- I o 4 -a ------- --- _ Y I L.-.-.-. I - \ ®-- T-- T I 52.100 \ © + 01 - JO L-- j - - 4 1'-0. -1 I -1 4 I:-0ll 52.1 52.1 ., .:= -O" 52.1 iv ,. 52.1 I TW 100'-01, I I I TW I00'-0" BW BW 48'-0" I I I I v I I I 1 1 NOTE: 2'-0" HORIZONTAL WIDTH OF RIGID INSULATION W/ R-VALUE OF 6.1ITH 1 52.1 q 1 I 5FORTION FULL V4112TH OF FOUNDATION. 1 1 DE IL /521RTICAL SEE ADDIFOR TIONAL INFORMATION. TP 100'-0" TF 11T-6" I I NOTE: MAINTAIN 56' (MIN) FRO51 I Qom" q. DEPTH FROM MN15H GRADE To 1 vj I I BOTTOM OF PAD FOOTINGS, -2" 1'-0., Q I 1 FRO5T PROTECTED FOOTINS5 TO I I TF 99 -0" 1'- a TP 100'-O" �U I I HAVE 2'-0 WIDTH OF RIGID INSULATION FULL PERIMETER OF- FOUNDI IT 8E }- -- r-- -- -I-:: HEATED TOTfi1 A MINIMUM TEMPERATURE OF 64 DEGREES L_ �J I I I I 5- 1 \ � L_ I 1 -�-- I OI - I' 1/4" TA 100'-0" 1 TW 100'-0" 1 1 BW 98'-O" 1 BIN 48'-0" 52.1 I 1 1 1 1 5" GONG SLAB W/ •4 ® 18"00 EMI. 1 1 1 1 ON COMPACTED GRANULAR BASE TYPICAL TIE FOOTING I CONTROL JOINTS ® 12'-6" Or, MAX. 2" THICK W/ (4) #5 BAR5 1 1 I I CONTINUOUS 1 1 1 NOTE:SEE ARCHITECTURAL 1 1 1 I I d ADDITIDNALOINFORMATION 1 I 16" WIDE MONOLITHIC 11 1 1 HIGKENED EDGE TYP UNO 1 -0" 1 I 1 BF qq'-O" BF 4q'-O" T GONG I I I I 1QQ'-o" I I 52 1 52.1 TP 100'-0" TF 9"1'-6" 0 0 I'-2" i " I' TP 100'-O' 1 1 1 TYPICAL TIE FOOTING 1 `. 2" THICK W/ (4) #5 BARS ........____ TYPICAL TIE FOOTING 2" THICK W/ (4) >!5 BAR5 I 1 TF 99-0" I'_8: 1' "t TF 9?'-6° I I CONTINUOUS CONTINUOUS - 214/"� 1 I OPEN -HOLE SOILS REPORT I m I I I IS REQUIRED AT FOOTING I I - J TIN 100'-0" BA 48'-0" �I INSPECTION ZoOO PSI I I I I I 4 ®O 52. I I 52.1 I 1 L. _ I - 1 = I I I I I I T I =0 1/4" 4 r I I I I I 52.1 FOUNDATION PLAN NOTES: I I I I I I I I I I 1 1) TW -TOP OF CONCRETE WALL ELEVATION 5" GONG SLAB W/ a4 0 18"OC EA I NOTE: ANY EXISTING VOIDS DUE TO I I 5" GONG SLAB W/ 04 O 18"OG EA 2) TF -TOP OF CONCRETE FOOTING ELEVATION ON COMPACTED GRANULAR BASE I REMOVAL OF EXI5TING 5LD65 TO I ON COMPACTED GRANULAR BASE I - i CONTROL JOINTS ® 124" Or, MAX. BE FILLED W/ GLASS 6 ROAD CONTROL JOINTS ! 12'--6" OG MAX. r B) TL -TOP OF CONCRETE LEDGE ELEVATION I I BASE d COMPACTED PER SOILS I I L- TW 100'-0" NOTE.SEE ARCHITECTURAL ENSINEERS REGOMENDATIONS NOTE.SEE ARCHITECTURAL q BA 98'-O" 4) IQ STEP TOP OF WALL FOR SLAB SLOPES, DRAINS, I I 52.1 FOR SLAB SLOPES, DRAINS, STEP d ADDITIONAL INFORMATION I I I I d ADDITIONAL INFORMATION 5) - - STEP CONCRETE FOOTINS 6) STEP OF CONCRETE el OR PLYWOOD SURFACE 1 I I Q�v� �° I -O c TP 100'-O" T) T GONG = BUILDING ELEVATION 1 /� I /'7 �d c L/ �-L 0`1lG!/LL?hG `� I TF 94:_O:: I'_8:: _ _ p TP IT-611 TF qY_6" TF q-1'-6" 1 /'77 LJ SP�s/'CR' I 8) ® PAD FOOTING SYMBOL � . ' - ' - ' ' - ' -I' - : • I I q) [XXX'-XX"1 BEAM ELEVATION I 1 1 I I I '� ��`'�' ' ` ' / I 1 I I I I I I L 10) COLUMN FROM ABOVE J I 52.1 4" SIZED A LT OWEST LEVEL 1 1 1 1 1 I �oG�d s of L_ y I I J r - p d GON515TANT FOR EACH lz�yu.r��-x t- J i'-o 1 = LEVEL UNLESS CHANGED BY NOTE 1 1 1 ®" v4" I TA 100'-0" // I See t Erl�sls o ��. j� I I � G Q TW loo'-0" 1 BW 98'-0" 11) OVERFRAMING I I I 52.1 - BW 98 O" 1 12) ALL CONCRETE WALLS 8" THICK UNO I 1 I s2.1 I I I I I I 1 15) VENT CRAWL SPACE PER IBC 1 1 1 PROVIDE BLOGKOUTS IN FOUNDATION 1 1 I I I I v WALL AS REQUIRED SEE GENERAL q ,p NOTES FOR REINFORCEMENT 752.10V 14) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR I 1 DISCREPANCIES R MISSING DIMENSIONS I �' TP 100'-0" TA 105'-O" 1 p. I TP 100'-0" TW 105-0" I I TP 10 TA 105'-O" TP a d 1 11 Q TF 9q'-4" Q TF q9'-4" -4" IF -r-o-' TN 10 '-O" H1 I- LL I Q� TN 105'-0" 1:_01, TF 9q'-4" 1'_O:: 1 I TF 9q'-4' 1,-0" I I TF 'IT-4" 1 Q TF qq'-4„ Q ry -1 0. __ TF q9' _____ J_ 1�� __________ _ _________ �tI _ _____________ ___________ � _ ______ ____--__-________ . _--______ ______I`____re O v m � m / o = Orr or ------------ -- �- --� --------------- �- - - --------------- - --- -C-- m e I n H n 1 B H ---- - 52.1 52.1 - 8 " B H " s2.1 52.1 OPEN -HOLE SOILS REPORT " 52. 52.1 1 2. 52.1 � O 4 1 IS REQUIRED AT FOOTING 1 52.1 TW 104'-0"m s�.1 - 52.1 I 2.1 1 TF LIT-O" 11W7rCv l Ivn NOTE: SEE ARCH FOR WALL LENGTH 25'-0,: I 25.-0^ I 25._011 ( 25:_0:: I I I I 100'-0" OTE: ALL NS DIMEIONS TO BE VERIFIED W/ ARCH PRIORTO C.ONSTRUGTION NOTE+ BUILDING ELEVATION 100'-O" _ 51TE ELEVATION 90.5' NOTE: SEE ARCH FOR DIMENSIONS AND ELEVATIONS NOT INDICATED MARK 512E REINFORCEMENT REMARKS ® 2'-6"X2'-6"XIO" B-#5 EN BOT --- ® B'-O"XB'-O"XIO" 4-M5 EW BOT --- © 5'-6"X5'-6"XIO" 6-#5 EA BOT --- b'-O"Xb'-O"XIO" -7-45 EW BOT --- 4'-6"X4'-b"XIO" 5-" EN BOT --- FOUNDA71ON FLAN ® 1/4" = 1'-0" PLAN NOTES: I. CONCRETE SPREAD FOOTINSS SHALL BE CENTERED UNDERNEATH STEEL BASE PLATE $ ANCHOR BOLT LAYOUT. SEE MANUFACTURER FOR 5PECIrIC DIMENSIONS. 2. ANCHOR BOLT DIAMETER, LAYOUT, SPACING, PROJECTION, ETC. TO BE PER PREFABRICATED BUILDING MANUFACTURER. S. TYPICAL ANCHOR BOLTS TO HAVE A MINIMUM LENGTH OF 12" AND A MINIMUM EMBEDMENT OF W. SEE BUILDING MANUFACTURER FOR ACTUAL DIAMETERS AND PROJECTIONS. 4. CONTRACTOR TO PROVIDE PREFABRICATED BUILDINS PLANS PER MANUFACTURER STAMPED WITH A COLORADO P.E. STAMP PRIOR TO CONSTRUCTION. \_NOTE: SEE ARCH FOR WALL LENGTH m c Go 0 n0 6 m o E C, vb Lu L pZ J n�n l� Lu Lu CD DATE: ISSUE/REV: 10-71-14 PERMIT I.-o-14 i Q50n�T JOB =: 14056 FOUNDATION PLAN C C O C i u C TP 100'-0" TW 100'-0" BW�' \ l TP 100'-0" TA 100'-O" WqB TW-,V_O"" ( a I BW 98'-O" 4 'u� TW 100'-0" 05 BW q8'-O" Y \�� TF q7,_6„ T TF 9-f._b.. 1-' \�'�' TF 9l'_6" - - , , iR„ 100'-01, TP 100,_0„ + n � � 25'-O" fI - 25'-0" 25 -0 C - TP 100'-0" c� er 1- D� t 9 i} 9 Ir c A r 5 52.1 A 1 - _ - T �" iy 52.1 U1 I 3 I }�' ry 52.1 TF f j m /�" r - - - - ------63 ---------------- - -}--� -_------------- -- --- I --- -� --------------- - '�--�- ----- -- ----- - I 52.1 \ --- 9 r 52.1 E _ I + -- ---) L-- '- -- I I Q I s2.1 I 52. n 4 2-r L-5514- 1,_O„ I'-011 ;G: TA 100'-0" TW 100'-0" I I I I BW qa,_O" W Bqb'_O" I I I I I I I v I I I I v I I I NOTE: 2'-O" HORIZONTAL WIDTH OF RIGID INSULATION W/ R-VALUE OF 61 �2.1 ITH VERTICAL INSULATION FOR FULL WIDTH OF BUILDING FOUNDATION. i i SEE DETAIL 11/52.1 FOR ADDITIONAL INFORMATION. I, 'D 52.1 I I -O „ 1'-II 3/4" TP 100'-O" I I TF q 7'-b" I I '-4„ NOTE: MAINTAIN 56" (MIN) FR05T Q\lel I DEPTH FROM FINISH GRADE TO BOTTOM OF PAD FOOTINGS. Q4 Q FRO57 PROTECTED FOOTIN65 TO I HAVE 2'-0 WIDTH OF RIGID I TF q8'-2" r-- r --d TP 100'-O" TF q-1'-6" UU INSULATION FULL PERIMETER OF FOUNDATION. 5UILPIN65 MU57 BE HEATED TO A MINIMUM TEMPERATURE OF 64 DEGREES C' I'-O 1/4" TVA 100'_0„ BW q8'-0" TW 100'-0" BW 98'-O" 52. I I 5" GONG SLAB VW #4 0 I8"OG E.W. ON COMPACTED GRANULAR BASE TYPICAL TIE FOOTING CONTROL JOINTS 412'-6" OG MAX. ICK YIV (4) #5 BARS�GONTINUOUS II I I I I NOTE:SEE ARCHITECTARNL,FOR II SLAB SLOPES, DRS I I I I 4 ADDITIONAL INFOMTIOI I I I r- 16" WIDE MONOLITHIC I I THICKENED EDGE TYP UNO OL T GONG I I I I 100'-0" I q Q- 52.1 TP 100'-0" TF I ( I I I I'-5" „, UU I ' TP 100'-O" } TF 9'I'-6" TYPICAL TIE FOOTING I 2" THICK IN/ (4) #5 BARS CONTINUOUS I I TYPICAL TIE FOOTING TF q8'-2" I 2" THICK W/ (4) #5 BARS I GONTINUOU5 11, I I -.-I-.-.-. I I I I ri TA 100'-a' yJ BIN52.1„ _ q81_0 52.1 I I I I I ° 4„ I I I®o Z) L-- I I I I 1'-o I/a" b T I I I I r 52.1 I I I I FOUNDATION PLAN NOTES: I I I I I I I I I 1) TW -TOP OF CONCRETE WALL ELEVATION I 5" GONG SLAB W/ #4 @ 18"OC E.W. I NOTE: ANY EXI5TIN6 VOIDS DUE TO 5" GONG SLAB W/ #4 ® IS"OG E.W. 2) TF -TOP OF CONCRETE FOOTING ELEVATION ON COMPACTED GRANULAR BASE REMOVAL OF EXISTING 5LD65 TO ON COMPACTED GRANULAR BASE I CONTROL JOINTS ®12'-6" OG MAX. I - - E FILLED W/ CLA55 6 ROAD CONTROL JOINTS ® 12'-6" OG MAX. r r LEDGE ELEVATION I ECTURALNGINEERS AOMEDNDATPER SOILS TIN 198'-O" BW -4" OTE:5 C5LCHITS ION5 _.._. 52.1 4) STEP TOP OONGJRALTE OR N ES, DRAINS,I g ` 52.I SLOPES, �ON I AIONA A MATION I d ADD TFOR NFORMATIB I 5) STEP -- STEP CONCRETE FOOTING I I Q. 6) Ti%7- STEP OF CONCRETE ORB CONIC 100' O" -r U T) T GONG ILDIN6DELEVATION I ��IpJQ �'�� 'P��%C /`CTF 98:_2:, _ _ �� -- ��U 060:� TP O I'-5" I'-0" • TP 100.-0. lo0 oJL Pi"� ✓ I ..} TF q-1,_6„ 8) PAD FOOTING SYMBOL I CI IZ�I�/SL /I,t'vrie� iL+��Q/ Sel OICpltylyl� �- - - - - - -i I q) [XXX'-XX"I BEAM ELEVATION 10) 0 COLUMN FROM ABOVE I II CAS �Lre�� 6 ,� �d S I I I L_ (5) 2X6 TYP UNO COLUMN I I I / - VG I I J_ I / P-11 5/4" 4" LOWEST LEVEL SIZED LONA I I L I I _ _ _ 15 FOR EACH 8 CONSIT LEVEL UNLE55 GHANED BY NOTE I / j J /� �/ //L y Ij/J �v/ S J 10 �i / /j1��+ w ` I I © Comm L - - vip / t:.=.: r _ _ J I'-O I/4" TW 100'-0' I ' T rr/ I I TW 100,_O„ BW q8'-0" BW 98'-O" IU OVERFRAMIN6 I I / I I 52.1 O 9 I 12) ALL CONCRETE WALLS 8" THICK UNO s2.I I 15) VENT CRAWL SPACE PER IBC (own PROVWALLAS DE BLOr-<OUT5 IN ON I I I I PW 0 AS REQUIRED SEE GENERAL - --- -� 9 NOTES FOR REINFORCEMENT I I I I 52.1 14) DO NOT 5CALE DRAWtN65 CONTACT ARCHITECT OR ENGINEER FOR I I I DISCREPANCIES OR MISSING DIMENSIONS �Q' TP 100'-O" Q' TP „ TP " I I I Q TP 100'-O" w F � TW 105'-O" TF 99'-4" 2Q TP q95'- I Q� TA 105'-O " TW 105'-O" q'-4" TF 99'-4" U O TF 94'-4" I q'-4" TP 10-q. 4 I 11. �fF 9T-O" TN ID :-0" Q' F IL ( �� 0 TW 105'-O' 1'-O' Q _ UU (1 1'-0" 7 2U 'Ill UU (1 U � - --1 %D I O„ - - TF q�, TF qq,_4" _7 r--- H -1 P 0 -I-, rP�u r-- ry , r--- ry I k 11L ---- ZILI - // I 41( 7z----------- ---- r - - - - - - - - - - - - - - - - - - - - - - - - - j' n ------------- -- _ Z ---- 8 -- T 8 V- - 3 8 8 5 i i 52.1 52.152.1 52.1- 0 Y \ ry I \ ry 7 i (i - O I ® I T ( E m F to - 4 ©I to m 4 :} m 52.1 TW 104,_O„= 52.1 J 52.1 I 0 i 0 I 52.1 I - TF 4 1'-O" ry ry NOTE: SEE ARCH FOR I I n I ry I WALL LENGTH NOTE: SEE ARCH FOR WALL LEN67H MENSION5 TO BE NYV ARCH PRIOR TO CONSTRUCTIONED NOTE: BUILDING ELEVATION t00'-O" _ 11kA SITE ELEVATION 110.5' NOTE: SEE ARCH FOR DIMENSIONS AND ELEVATIONS NOT INDICATED 25,_0„ I I I I 100'-O" PAD EOOTINC5 SCHEDULE MARK SIZE REINFORCEMENT REMARKS 3'-O"X3'-O"XIO" 4-#5 EW 50T --- ® 4-#5 EN BOT --- © "I-#5 EW BOT --- ® &-#5 EW BOT --- E 4'-6"X4'-6"XI2" 5-#5 EN BOT --- ® b'-O"Xb'-O"XI2" "1-#5 EA SOT --- g 1/4" = 1'-0" NI PLAN NOTES: I. CONCRETE SPREAD FOOTINGS SHALL BE CENTERED UNDERNEATH STEEL BASE PLATE 3 ANCHOR BOLT LAYOUT. SEE MANUFACTURER FOR SPECIFIC DIMENSIONS. 2. ANCHOR BOLT DIAMETER, LAYOUT, 5PACIN6, PROJECTION, ETC. TO BE PER PREFABRICATED BUILDING MANUFACTURER. 5. TYPICAL ANCHOR BOLTS TO HAVE A MINIMUM LENGTH OF 12" AND A MINIMUM EMBEDMENT OF 5". SEE BUILDING MANUFACTURER FOR ACTUAL DIAMETERS AND PROJECTIONS. 4. CONTRACTOR TO PROVIDE PREFABRICATED BUILDING PLANS PER MANUFACTURER STAMPED WITH A COLORADO P.E. STAMP PRIOR TO CONSTRUCTION. � m Lj m >u m a Ul 6 Q QZ m � � Q 6 m uj ry0 = a U -,,A 6 m L® 1 Q V O O tu u a w LL r n�n l� Lu T_ I- Lu ON) DATE: ISSUE/REV: II-05-14 PERMIT If-11-14 REVISED PERMIT 1-6-15 CHECK SET 1-12-15 CONSTRUCTION JOB #: 14056 I FOUNDATION PLAN I CONCRETE RISER RINGS AS NEEDED 4 SDR35 PVC SEWER 0 2.0% MIN. FROM SEPTIC TANK INVERT IN TO BE ABOVE SIPHON OPERATION LEVELS. PER MANUFACTURER'S RECOMMENDATION. FLUID DYNAMIC SIPHON, I MODEL 430 INSTALLED P MANUFACTUREF RECOMMENDATIO SET SIPHON SUMP IN CONCRETE PER MANUFACTURER'S RECOMMENDATIONS Know what's below. Cali before you dig. VENTED MANHOLE COVER 6" ABOVE FINISHED GRADE OR FLUSH WITH PAVED MANHOLE FRAME AND LID ECCENTRIC CONE OR CONCRETE LID 4' DIA. CONCRETE MANHOLE, WATERTIGHT OR APPROVED EQUAL 4" SDR35 PVC SEWER ® 2% MIN TO LEACH FIELD JCI lMr MV INMULL Lr-VCL UIN H UNIAVLL t5ASE DOSING TANK — ELEVATION Not to Scale CONSTRUCTION SPECIFICATIONS 1. Topsoil shall be stripped, stockpiled and replaced over all disturbed areas. Existing trees and shrubs shall remain unless otherwise approved by the Owner; existing vegetation shall not be disturbed beyond the necessary limits of the construction. 2. All disturbed areas shall be revegetated by the Owner. 3. The site shall be graded so that runoff water does not drain onto the leach field surface. 4. Construction shall conform to Garfield County Regulations, 5. Chris Hale, Mountain Cross Engineering, Inc. shall be notified of the construction progress so the system may be inspected. Do not backfill over any system components until they have been inspected. 6. Sewer piping shall be bedded and initially backfilled with gravel 4 inches under piping and 6 inches on top of piping. Backfill shall be wheel —roll compacted. Piping shall be installed watertight and to prevent freezing. 7. The septic tank shall be precast concrete, set level on a bed of gravel. Install the tank in accordance with the manufacturer's recommendations. 8. The septic tank capacity must be at least the size specified. 9. The septic tank inlet must be at least 3 inches higher than the outlet. An inlet tee or baffle must extend above the surface of the liquid to within 1 inch of the bottom of the tank top and must extend at least 14 inches below the inlet. 10. A filter is required on the final outlet tee or at some point between the septic tank and absorption field so that only the liquid effluent will be discharged. Other outlet tees or baffles must extend above the surface of the liquid to within one inch of the underside of the tank top. Tees must extend at least 14 inches below the outlet. 11. The distance from the septic tank outlet to the underside of the tank top must be at least 10 inches. 12. Liquid depth must be at least 30 inches and must not exceed the septic tank length or 60 inches, whichever is less. 13. A septic tank must have two or more compartments (or more than one tank in series to provide the necessary capacity). The first compartment must be at least as large as the second comportment. 14. The transfer of liquid from the first compartment to the second or successive compartment must be made at a liquid depth of at least 14 inches below the outlet invert, but not in the sludge zone. 15. At least one access no less than 20 inches across must be provided in each compartment of a tank. 16. The opening cover of a septic tank, inspection port, or sampling access port must be marked and must be no more than 8 inches below the finished grade. It must be made of materials resistant to degradation from moisture or sewer gases. 17. Pipe meeting or exceeding ASTM standard 3034 properly supported to prevent failure by settling must extend from the septic tank at least five (5) feet from the inlet and outlet ends. 18. All wastewater lines used must be constructed of compatible pipe, bonding agent, and fittings. The following may be used: plastic pipe and fittings with a minimum wall thickness of ASTM Standard 3034, SDR35, or equivalent, perforated distribution pipe surrounded by rock within a soil absorption system with a minimum wall thickness conforming to ASTM Standard 2729; or corrugated polyethylene pipe with smooth interior meeting ASTM F405 and AASHTO M252 specifications or equivalent. Tile, open —joint pipe, and cast iron pipe may not be used in ISDS's. 19. All components, work, equipment, and material must be designed, operated and maintained so as to comply with the minimum requirements of the applicable and current Plumbing, Electrical, Building or other code in force on the date of the ISDS Permit Application. 20. Major components not constructed on the site where installed must have a permanent plate or other indelible marking, easily read and visible, for the purpose of inspection, to include name of manufacturer, model or serial number designation, and maximum design capacity of the unit. 21. Gravel shall be clean, screened rock %" to 2—h" in size. 22. Tanks, treatment units, and piping material must be watertight and must be certified by the Water Quality Control Division of the Colorado Department of Public Health and Environment. Under certain circumstances, the Department may require the tank be filled with water prior to backfill to check for leaks. 23. The ground over any part of the ISDS must be restricted to activity or use that will allow the system to function as designed and that will not contribute to compaction of the soil or to the structural loading detrimental to the capability of the component to function as designed. Driveways, parking areas, storage buildings, large animal confinement areas and other similar uses may not be placed on or above an ISDS disposal field. 24. Machine tamping, rolling, or hydraulic compaction of final cover is not permitted, however, hand tamping may be allowed where necessary to stabilize the soil to prevent erosion or the intrusion of extraneous water. ISDS DESIGN CALCULATIONS BETHEL PARTY RENTAL: ASSUME 15 OFFICE WORKERS AT ONETIME, NUMBER DOUBLED FOR CALCULATIONS DESIGN FLOW -(30 people)"(35 gpd)-1.5 peak factor -1,575 gpd MEASURED PERCOLATION RATE 30 mpi MINIMUM ABSORPTION AREA-1.4•(1,575 gpd/5)- 30 mpi - 2,415 sq.ft. LEACH FIELD AREA - 2,415 sq. h. - 20%, REDUCTION (FOR DOSING) - 2,415 sq. ft. " 80% -1,932 sq. ft. REQUIRED LEACH AREA, USE 65'x3O' REQUIRED SEPTIC TANK VOLUME -1,575 gpd * 30 hours / 24 hours -1,969 gallons USE TWO SEPTIC TANKS VOLUME =1,000 gallons + 1,000 gallons - 2,000 gallons PROPOSED BUILDING 4" CLEANOUT 4-INCH SDR35 PVC SEWER AT MIN. 1/4" PER FOOT SLOPE (TYP) PVC PIPE, LEVEL 3' I 6' REMOVEABLE S X Fn L-J CONCRETE MANHOLE RISERS AS NEEDED (TYPICAL) SEPTIC TANK, SEPTIC TANK, SIZE PER SIZE PER PLAN SHEETS ff7 PLAN SHEETS GRADE — 6' ISDS PROFILE Not to Scale 0 65, 4-INCH PERFORATED PVC PIPE, LEVEL, PERFORATIONS DOWN (TYP) BOTTOM OF GRAVEL, MINIMUM 65'x 30' LEVEL AREA,1,950 SQUA A LEACH FIELD SYSTEM PLAN Not to Scale FILTER W/ HANDLE LEACH FIELD SYSTEM, SEE DETAILS DOSING TANK 4—INCH SDR35 PVC SEWER AT W/ SIPHON IN MIN. 1/4" PER FOOT SLOPE (TYP) PRECAST MANHOLE 4'0 x 6' TALL MIN. 13" OF 1/2" TO 2-1/2" GRAVEL, LEVEL. MIN. 6" OF GRAVEL BELOW PIPES AND 2" OF GRAVEL ABOVE PIPES. 8—OZ. MIRAFI GEOTEXTILE FABRIC COVER OVER GRAVEL. 4" SOLID PIPE 4 VENT HOLES e Y2" 0 MIN. e 4" PERFORATED PIPE e 4" UNION e PVC CAP SET ON BOTTOM OF BED Not to Scale 6' 6' T MIN. 10" COVER WITH 6" OF TOPSOIL, CONFORM TO SLOPE AND GRADE TO DEFLECT PRECIPITATION OR OTHER OUTSIDE WATER FROM THE AREA. COMPACT BY HAND TAMPING, ONLY FPV 3.1 MAk �O 4 D LOPf BRASS OR CAST IRON CAP AND COVER PROVIDE ADEQUATE SUPPORT FOR PIPE BEFORE AND DURING BACKFILLING ENCASE WYE IN CONCRETE CLEANOUT DETAIL Not to Scale CONCRETE SUPPORT AIR VENT fr INSPECTION WELL t 6'X6' FROM EACH SIDE (TYP.) 3, 6' 6' 3' 6' o s' S \ 1 \ , \ TIE TO 4" PVC SEWER PIPE ' \ I - -FROM BUILDING \ I \ �.! SEPTIC &DOSING TANK \ ` `.• SETBACKS: \ / 0' FROM WELL O 1\ INSTALL 2-1,000 10' FROM WATER SUPPLY LINE 1 gal. SEPTIC TANKS 5' FROM BUILDING \ � 10' FROM PROPERTY LINE o �. DOSING TANK - -- \ -FI PVC SEWER PIPE AND SIPHON, . �� FITTINGS &BENDS SEE DETAILS AS NECESSARY ® 2% 0 \ MIN. SLOPE (TYPICAL) Do 0DM \o M > \ \ > XU n m \ Z \ DESIGN BASED ON PERCOLATION TESTS AND PROFILE HOLE IN THE \ O FOOTPRINT OF BUILDING C. PRIOR TO CONSTRUCTION CONTRACTOR I R POSED LEACH FIELD TO COORDINATE WITH ENGINEER \ AND REDIG TEST HOLES FOR RETESTING IN THIS LOCATION TO \ VERIFY PERCOLATION RATES \ N 1 N \ •FRP O E \ OPP I IE z LEACH FIELD SETBACKS: 100' FROM WELL 25' FROM WATER SUPPLY LINE O O 20' FROM BUILDING SCALE 10' FROM PROPERTY LINE 10 5 0 , 10 • C r Q E �G,ym og p a w C CL C O �p = 0 Z: m 0 ud Ld C w � m rn o �^ Q>rn Fes. C W L La C r v ci O 1� Ci CN Jc a P F- Z w Z 0 O O 5 w Ld a 0 DATE 10/18/14 SCALE VARIES ENGINEER C. HALE DWG FILE Design BETHEL PARTY RENTALS FOUNDATION 10/16/14 A. DESIGN LIVE LOADS I. 5NOA (ROOF) 40 F5F 2. EXPOSURE G 5. HIND: WIND SPEED qO MPH (3 SECOND 6U5T) 4. SEISMIC ZONE G B. DESIGN CODES OPEN -HOLE SOILS REPORT I. INTERNATIONAL BUILDING CODE (2004) IS REQUIRED AT FOOTING 2. AGI BUILDING CODE (AGI 518-08) 5. AISG STEEL CONSTRUCTION MANUAL (qth Edition) INSPECTION Zoa� PSF 4. AITC TIMBER CONSTRUCTION MANUAL (4th Edition) C. FOUNDATION BUILDING FOOTIN65 HAVE BEEN DESIGNED USING AN ASSUMED MAXIMUM ALLOWABLE SOIL SEARING PRESSURE OF 2000 PSF, PLACED_ON UNDISTURBED SOIL. THE OWNER SHALL RETAIN A BOILS ENGINEER; TO INSPECT THE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY DE516N A55UMPTION5 AND ACTUAL BEARING CONDITIONS. SOILS TO BE REVIEAED FOR SUITABILITY OF SHALLOW INSULATED FOOTING DETAIL d DESIGN. PROVIDE FOUNDATION DRAIN AND UNDERDRAIN SYSTEMS AS RECOMMENDED BY THE SOILS ENGINEER. PRECAUTIONS SHALL BE TAKEN TO PREVENT WETTING OF THE BEARING 501L5 DURING CONSTRUCTION. A • u4j4_90 CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE (AGI 518-08) ALL CONCRETE SHALL HAVE A MINIMUM COMPRE551VE STRENGTH OF 5500 P51_IN 28 DAY5. MECHANICALLY VIBRATE ALL CANCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW GUT) AT MAX. 10'-0" O.C, EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. REINFORCING BARS SHALL BE ASTM A615 - GRADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO V`ELDIN6 OF REINFORCING SHALL BE PERMITTED EXCEPT A5 DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, NHERE PERMITTED, SHALL BE A MINIMUM OF 56 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL 51ZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - #5 BARS WITH A MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENINC75 IN WALLS, BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS 5HOAN ON THE PLANS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL CONFORM TO A5TM A507 AND BE PLACED WITH SETTING TEMPLATES. E. STEEL ALL STEEL SHALL CONFORM TO A5TM AB6 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO A5TM A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO A5TM A55 (GRADE 5). ALL SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A507 5/4" DIAMETER BOLTS TO FIT BEAM IN 51N&LE ROW AND SHALL CONFORM TO A5TM A507, UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL CONFORM TO A5TM A507. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH LATEST PROVISIONS OF THE AI5C MANUAL OF STEEL CONSTRUCTION AND AISC CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAAING5 SHALL DETAIL EACH BEAM, APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE WELDERS MEETING THE REQUIREMENTS OF THE AAS "STANDARD QUALIFICATION PROCEDURE". COMPLY AITH AW5 DI.I "STRUCTURAL AELDIN6 CODE." ALL WEL125 SHALL BE E70XX TYPICAL UNLE55 NOTED OTHERWISE. PRIME ALL STEEL WITH APPROVED PRIMER. TOUGH -UP PAINT AT EXPOSED BOLTS, AELD5, AND ABRADED SHOP PAINT AREAS. DRY PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RE515TANT EMBECO 155 OR EQUIVALENT. EXPANSION BOLTS SHALL BE "AEJ-IT", "RED HEAD", KWIKBOLT", OR APPROVED WEDGE TYPE, INSTALLED IN ACCORDANCE AITH THE MANUFACTURER'S REQUIREMENTS. F. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS. G. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. H. DO NOT BAGKFILL AGAINST HALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE AALL5 ARE IN PLACE. I. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. J. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FIN15HW STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL E PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING, FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE 517-E BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUE5, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. K. SPECIAL INSPECTION STRUCTURAL WELDING: ALL WELDIN6 TO BE PERFORMED IN AN APPROVED FABRICATORS SHOP. ALL FIELD WELDS WILL REQUIRE SPECIAL INSPECTION BY A SPECIAL, INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. L. PREFABRICATED STEEL BUILDING PROVIDE PRE-ENGINEERED STEEL BUILDING AS PROFILED BY ARCHITECTURAL DRAAING5. DESIGN TO CARRY LIVE LOADS INDICATED BY STRUCTURAL DRAWI1465, FOLLOW REQUIREMENTS OF THE UNIFORM BUILDING CODE AITH A LOAD DURATION FACTOR OF 1.0 AND WITH A MAXIMUM ALLOWABLE LIVE LOAD DEFLECTION OF L/360. SHOP DRAAIN&S, AN ERECTION PLAN, AND SEALED STRUCTURAL CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. CALCULATIONS SHALL BE 5EALED BY AN ENGINEER REGISTERED IN THE STATE OF COLORADO. SHOP DRAAIN65 SHALL DETAIL EACH FRAME TYPE, APPLICABLE CONNECTIONS, FRAME LAYOUT AND BRACING. SUPPLY ALL PLATES, BLOCKING, BRIDGING, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE FABRICATOR. PREFAB METAL BLDG WALL MANUFAGNA2ER FOR PREFABRICATED METAL BUILDING WALL ATTACHMENT S ADDNL INFO. 5EE MANUFACTURER FOR STEEL ANGLE d ATTACHMENT SEE ARCH FOR FLASHING, NOTE: FLASH, I LATE, PREFABRICATED BUILDING MANUF TUF WATERPROOFING, ETC, b WATERPROOF PERI TER XPANSION FILLER OF BUILDING PER 5 TE MONOLITHIC SLAB ON GRADE 2-#SXGONT POSITIVE DRAINAGE SEE PLAN TOP d BOTTTOM AWAY FROM FOUNDATIO ONTROL JOINT TYP T AALL = _ _ T SLAB = AS PER SOILS REPORT T SLAB= SEE PLAN NOTE: #5 TIE FT6 BARS TO BE CONTINUOUS `� PLAN s • • SEE PLAN HOOK SLAB BAFC5 HOOKED INTO PILASTER ON EACH DOWN 18" (MIN) TEND TYPICAL o 0 0 0 0 000°°00 0 -1 I- SLAB REINFORGIN6 1 SEE PLAN R16ID INSULATION (t SEE PLAN F 7 j BEARING SOILS ASSUMED THICKNESS S WIDTH cV TO BE SUITABLE FOR SHALLOW INSULATED FOOTING. SEE SOILS • ' REPORT FOR CONFIRMATION. BOT MONO FT6 = °00000000000 ;00 °00000 000000000000000000 SEE PLAN °000 ° ° ° ° ° °°00 00°000000000000000 I g—#5XCONT m u I SEE PLAN TOP 4 BOTTOM NOMINAL 4- SCREENED 1 R WASHED GRAVEL. SEE - SOILS REPORT. CONCRETE PAD FOOTING BEYOND. SEE PLAN. ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECI.4� INSPECTOR. PROVIDE APPRU`.At REPORT AT FRAMING INSPEC [ K�F' MONOLITHIC, INSULATED FOOTING 5/4" = 1'-0° 3 ON GRADE PLAN - —N,• • • —J1I SLAB REINFORCING SEE PLAN m 1SEE PLAN 111 i l-III-1 I_ "-1 I-III-1 4) •5 x GONT GONGRETE TIE BEAM 5/4" = 1'-0" PIER ® ENDWALL clImY STEEL COLUMN SEE MANUFACTURER ANCHOR BOLTS PROVIDED BY MANUFAGTURER (5) #5 TIES AS 5HOA ® TOP OF FIN (8) #5 #3 TIES ® 12" OG (MAX) m 1 V L SEE PLAN ATYPICAL PIER ® END WALL 5/4" = SITE PAVEMENT SEE ARCH, FOUNDATIC SEE 5O L5 RETAINING = I'-O" mg-eb-1 " NON -SHRINK GROUT 5EE PLANT (B) #5 XmLDWL 6" FT6 SEE PLAN /-FOR SIZE t REINF T FTG = SEE PLAN FOOTING TO BEAR ON NATURAL UNDISTURBED SOILS T WALL = 5EE PLAN 6 x CONT ! BOT /11-1 I I NOT USED *5 VERT • 16" OG CENTERED 45 HORIZ ® 16" OG A m X m WELS • 16, O.G. FOUNDATION 6" DRAIN SA SOILS REPORT o• T FTG - °°°° OOO�D SEE PLF U°000 O°° O 000'. •.0000000000° 2) #5 X GONT (� TYPICAL FOUNDATION WALL S/4" = 1'-0" #4 X CONTVLNO5E­-� SEE PLAN FOR SLAB t 4'-O" #4X omr-- OILT. HALL 0� ° 5EE PLAN ® 18" or, —_ NOT U5ED ICI -ICI, 111 SEE DTL I/52.1 - FOR WALL A REINFORCING THRESHOLD DETAIL TFr••hld 5/4" = 1'-0" GONG. FOOTING CENTERLINE 15 EQUAL TO STEEL COLUMN CENTERLINE TYP U.N.O. COORDINATE YV/ PREFAB MTL BLD6 DRAWINGS. #5 TIES ® 12" O.G. x VQ/ 5 TIES INTO TOP q". - GONT TIE FTG 4 SEE PLAN GLR. • • NOTE: (4) #5 BARS IN �FSEEI PLBAN M i 000 a0a•00000000< TIE FTG, TO BE HOOKED O �0°0°o0O0�o°o°o°o°a0 12" INTO GONG. - 8 - #5 VERT PIER A5 5HOAN 8 - #5 DAL5 X m I I —III —III —I 6" �� !• -III=III=III=1 T, � 5! I a SEE PLAN TYPICAL PIER REINFORCEMENT W/ TIE BEAM 5/4" = 1'-0" OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION Z000 PSF TYP PIER S/4" = I.-O., SEE PLAN TIE FT& SEE PLAN NOTE: (4) #5 TIE BARS IN TIE FT6. TO BE HOOKED 12" INTO GONG. PIER SEE DTL 5/52.1 E 0 �o m lu n�( 0 m z o V I �n z � Z Z1I 1 J-u OL J-u ■L. DATE: 155UF✓REV: II-09-14 PERMIT II-11-14 REVISED PERMIT JOB #: 14056 SCALE: A5 I ND I GATED GENERAL NOTES: 1. The erosion control measures are shown schematically on the plan sheets. The Contractor is responsible for placing the erosion control measures as required to protect the site from erosion and transportation of sediment from the site. The Owner's representative and the Engineer may require more or less erosion control measures. 2. Erosion control measures shall be placed before construction begins and/or placed immediately after disturbance. Construction activities shall be phased to minimize soil exposure. Sediment trapping practices shall be installed and stabilized before site grading or other construction is initiated. 3. All disturbed areas and soil stockpiles shall be surface roughened, mulched, or seeded and mulched to protect from erosive forces if they will remain exposed and inactive for periods longer than fourteen (14) days, or if soil will be exposed during winter, so erosion will not occur during spring snow melt. Disturbed areas — — — — — shall be mulched, or seeded and mulched within seven (7) days after final grade is reached. 4. Any disturbed area that is not built upon for one (1) year or longer shall be revegetated with Co—op "Mountain Mix" native grass seed hand broadcast at a rote of 30 pounds/acre, raked in and mulched with certified weed free straw mulch. Within one growing season of project completion, vegetative site coverage shall be equal to or greater than seventy (70) percent of the disturbed areas. 5. The contractor shall inspect all erosion and sediment control devices after any Access Road precipitation event during construction, and make any necessary repairs Immediately thereafter. At a minimum, erosion and sediment control devices shall be inspected monthly. An inspection log shall be kept on —site for review by Officials until the project is complete. 6. Dust control during construction shall be provided by the use of watering. Disturbed areas and stockpiles shall be sprayed with water as necessary to control dust. 7. Straw or hay bales will be placed at any stormwater runoff points of _ concentration as necessary to prevent erosion and sedimentation from disturbed i areas. --- C! '' I 8. Silt fence shall be installed along the edge of areas disturbed by construction and around stockpiles. Silt fence shall be staked every six feet and buried six 9.00 inches at the bottom Of the fence. iID �' I 9. Topsoil shall be spread on all disturbed areas and revegetated per the ke. Tit Xn. landscape plan. If the landscape plan does not specify vegetation in areafR3.00' disturbed, area shell be seeded with Co—op "Mountain Mix" native grass seed hand broadcast at a rate of 30 pounds/acre, raked in and mulched with certified weed VTP — — — \ STB �oAS o 10 free straw mulch. The seed may be drill seeded as an alternative to hand O broadcast, raked and mulched. Grass or straw mulch shall be crimped in place. ~ 10%+a _ _ _ _ _ _ — — It n 10. The project will disturb more than one acre and therefore will require o permit — I� a _ LO a from CDPHE. Sediment and erosion control is required in Garfield County ---- — — - 3.qo regardless of the disturbed area. O 0) I / 11. Silt fencing of site, construction access, and straw bale check dams to be installed prior to clearing and excavation activities. Temporary measures of inlet rn R11.00' «.•.. I m protection, Swale check dams, and silt fence around fill slopes and stockpiles to 10% a be installed immediately after items have been installed. Temporary measures to dbe removed just prior to the installation of permanent measures such as 4 O1 15 revegatation, seeding, rip rap, and soil retention blankets. J \ w Q 12. Earth should be bermed on all sides of storage areas for building materials, " fertilizers, chemicals, waste piles, equipment maintenance, and fueling areas. 0DRAIN AWAY Materials should be stored off of ground surface and covered when not in use. Z Soils contaminated by these must be excavated and disposed of in appropriate 2.0% _ d FROM BUILDINGS m 0a, manners and at approved locations. INTO SWALE ® GRADE AREA TO I 10% MIN. DRAIN, 2% MIN. s.00 13. Final stabilization and long—term management measures are anticipated to O J 0 MATCH EXISTING include detention, riprap of concentrated flows, revegetation of site per the ` — Z GRADE AT landscape plan, and seeding of disturbed areas with native grasses in areas not I SF / c m 2 Lilo PROPERTY LINE addressed by the landscape plan. = to.o 14. Contractor responsible to obtain all necessary permits and/or approvals prior to beginning construction. I—20.00— ae -- 15. Disturbed areas shall be revegetated per the landscape plan by others. e \ \ — W M I --� r -- I W 16. Contractor responsible to coordinate locating all utilities, potholing if necessary. I .w•q I Call 811 72 hours prior to digging. Contractor responsible for any and all damage \ I I I I 17 to utility lines. ai I ILn 6Ivy u OWITIM EXCAVATE THE THE CH. O PLACE B TAS AND TA ..."' 1^ - -— ..... .. EROSION SACKFUL AC Q LL W (CO SOL TI P PIPING) CUANbt MOUNTABLE AGGREGATE BERM(OPTIONAL) EXISTING 2--3-(MIN) PAVEM7 A EXISTGROUND A 0' 12' MIN ' * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION. I MOUNTABLE BERM O(OPTIONAL) / \ r MIN `EXISTING GEOTExnLE EXISTING GROUND EROSION CONTROL PAVEMENT (CLASS B) SIDE ELEVATION OBALES MUST BE TIGHTLY ABUTTING WITH NO GAPS ' MWTTED AN3' MIN STAKED ENTRENCHED — p fLON' SipK� EROSION BALE �/ HIN TNINE/MRE RUNOFF L.I1 TBtFD RUtWFER F OOILS EROSSION CONTROL EXISTING (CLASS B) GROUND 12-,MIN- SECTION A —A 4 - MIN. \ SS STRAW BALE STAKING \ VTP VEHICLE TRACKING PAD NOT 10 SCAT E V NOT TO SCAI.F BALES TO BE \ KEYED INTO FILL SLOPE \ FLOW 18- x 18- x 36- EROSION I �TYPICAL EROSION BALES FILTERED CULVERT ❑ RUNO�RUB SS WOW STAKES (2- x 2- MINIMUM) ❑ EROSION BALES ARE TO BE ENTRENCHED 4 INCHES INTO THE SOIL, TIGHTLY ABUTTING MIR NO GAPS, STAKED AND BACKRUED AROUND THE ENTIRE OUTSIDE PERMENR. �P INLET PROTECTION NOT To scALE A � A SS PLAN \ 4�w SECTION A —A /� STRAW BALE BARRIER Jc TII B NOT TO SCALE a Z W LCO) v♦ W = KEY LINER . C4CD \ '` 00 r 1 m O o r T / r I IP TOP WIDTH 2' MIN. T 6" W1 20—MIL PVC LINER REQUIRED IF SWALE IS LOCATED WITHIN 10' OF RESIDENCE SW DRAINAGE SWALE NOT TC SCALE i! Z W W 'H'^ � V/ R 2 W SWALE SIDE ON SLOPES > 10% EROSION PROTECTING GEOSYNTHETIC OR 12" OF RIPRAP D50=5 10� ` � 1 I 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 U — V w to w r � a l 0 w0 m r o0 a=� Q Vl w O w � � I� to POST (2- X 2- NOMINAL) SILT FARCE FABRIC 01 ANCHORED IN TRENCH 1 A �( AND POST ATTACHED MAx i ro Pos SILT ED TO WIN. �OTR x H STAPLED To � 2 TRENCH POSTS az' :i7 HIN. WMPACTED I BACKFlLL I MIN. SILT FE14CE FABRIC ANCHORED IN RATTAN AND ATTACHED TRENCH OK, FlRMLY TO POST 6- x 6- SF SILT FENCE NOT 10 'SCALE I li 0"00, I I I I I I I I 1 y \ 1 r�� l The installation of various kinds of sediment trapping measure around �IJ' INLET inlets, culverts and structures prior to permanent stabilization of the IP PROTECTION disturbed area; limited to small drainage areas and not intended to control large, concentrated storrnwater flows. O PERMANENT in Permanent channel or flow direction constructed across il slope to SWDIRECTION intercept, direct, and/ordivert stomnwoter runoff to a stabilized outlet or SWALE to prevent erosion onnthe slope. A basin with o controlled tormw release structure, formed by constructing an embankment of compacted soil across a drainagegeway, Si3 SEDIMENT to detain sedimentladen runoff from disturbed areas greater than 5 acres BASIN acres for enough time to allow most of the sediment to settle out. Can be constructed only where there is sufficient space and apprapriat topography. Temporary unless designed as a permanent pond. VEHICLE A grovel pad, located at the points of vehicular ingress and egress VTPTRACKING on a construction site, to reduce the mud transported onto roads PAD and paved areas. p STRAW A temporary sediment barrier composed of anchored straw bales STB BAIL places across or at the toe of a slope to intercept and detain sediment and decrease flow velocities from small drainage areas; BARRIER applicable where sheet and rill erosion potential is low. / A temporary sediment barrier constructed of pasts, filter fabric and, in SILT some cases, a wire support fence, placed across or near the toe of a SF a FENCE slope or in a minor drainageway to intercept and detain sediment and decrease flow velocities from rainage areas of limited size; applicable where sheet and rill or small concentrated flows may be a problem. Silt -Sox or approved equal are acceptable. Reducing surface and air movement of dust during land disturbance, D/+ D^ DUST demolition or construction activities in areas subject to dust VV ��.r CONTROL Problems in order toprevent soil loss and reduce the presence of airborne Potentially harmful airborne substances. Includes the covering of soil stock piles and construction materials and wetting site soils - EROSION CONTROL LEGEND Know what's below. Cal l before you dig. i 00 I W W ° 00 O — a— m i 12 LLe 1 1 1 1 SWALES ARE NOT I__— h 1— — — TO DRAIN ACROSS ISEPTIC FIELD / r / A / SW / / s GRADE AREA TO GRAPHIC SCALE DRAIN, 2% MIN. MATCH EXISTING 20 0 In 20 4C GRADE AT PROPERTY LINE ( IN FEET ) 1 inch = 20 ft. wo ° C C aD I T 1 go 1 O Z in O I = 1 w a1 C •I• tll 'C i ~U L O 3 E ' dd; �W E3t: i T � 0 L N Ic i C Y _ w `14 i Y O � V' Y N_ c T C W> b to c U000 1 amime _ i Ate, W E V i = M cc E in O N N z w 0 0 � U w DATE 11/08/14 SCALE 1 ":20" ENGINEER C. HALE DWG FILE Design JOB 517-009 C3 v BUILDING DESCRIPTION WIDTH: 70'-0" LENGTH: 100'-0" HEIGHT: 20'-0" (BUILDING DIMENSIONS ARE NOMINAL, REFER TO PLANS). SLOPE: 2:12 This is to certify that this structure is designed utilizing the loads indicated and applied as required by the building code shown below. The certification is limited to the structural design of the framing and covering parts manufactured by the building manufacturer and is specified in the contract. Accessory items such as doors, window, louvers, translucent panels, and ventilators are not included. Also excluded are other parts of the project not provided by the building manufacturer such as foundations, masonry walls, mechanical equipment and erection of the building. The building should be erected on a properly designed foundation in accordance with the building manufacturer's design manual, the attached drawings and good erection practices. Design Code IBC 12 General Loads Roof Dead Load (D) Roof Collateral Load (C) Roof Live Load (Lr) Tributary Live Load Reduction Snow Load Flat -Roof Snow Load (Pf) Ground Snow Load (Pg) Snow Exposure Factor (Ce) Snow Load Importance Factor (Is) Thermal Factor (Ct) Wind Load Wind Speed (V 3S) Wind Speed (Vult & Vasd) Occupancy / Risk Category Wind Exposure Category Internal Pressure Coefficient (GCpi) Wind Enclosure Wind Importance Factor Seismic Load Seismic Importance Factor (le) Spectral Response Accelerations (Ss and S1) Site Class Spectral Response Coeffecients (Sds and Sd1) Seismic Design Category Basic Seismic -Force -Resisting System(s) Total Design Base Shear (V) Seismic Response Coefficient(s) (Cs) Response Modification Factor(s) (R) Analysis Procedure: Equivalent Lateral Force 2.000 psf 4 psf 20.00 psf No 42.0000 psf 60.0 psf 1.0000 1.00 +/- 0.18 Closed N/A [were, 0.3300 D 0.3379 C mph 89 mph 0.0830 0.1328 Longitudinal Lateral 13.75 Kips 13.78 Kips 0.1127 0.1127 3.0000 3.0000 * Ordinary Steel Concentrically Braced Frame(s) and/or Ordinary Steel Moment Frame(s) Rhino Steel Bldg. Systems 4305 1-35 NORTH DENTON, TX. 76207 PHONE: (940) 383-9566 FAX: (940) 484-6746 PANEL. TRIM AND FRAMING INFORMATION ROOF PANELS TYPE: PBR GAUGE: 26 COLOR: Galvalume UL90 CERTIFICATION: NO INSULATION THICKNESS (BY OTHERS): 3" (888) 320--7466 WALL PANELS TYPE: PBR GAUGE: 26 COLOR: Gallery Blue (Kynar) INSULATION THICKNESS (BY OTHERS): 6" TRIM RAKE: SAVE: GUTTER: DOWNSPOUT: VALLEY GUTTER: HEADER: SILL: JAMB: BASE TRIM: CORNER: LINER: SOFFIT: FASCIA SILL: CAP TRIM: PRIMARY FRAMING MAIN FRAMES & ENDWALL FRAMES) WIND COLUMNS & BENTS) SECONDARY FRAMING (GIRTS, EAVE STRUTS, PURLINS DOOR/FRAMED OPNG. & CLIPS ETC.) Loads, as noted, are as given within order documents and are applied in general accordance with the applicable provisions of the model code and/or specification indicated. Neither the manufacturer nor the certifying engineer declares or attests that the loads as designated are proper for local provisions that may apply or for site specific parameters. The manufacturer's engineer's certification is limited to designs supplied by and/or engineer of record for the overall construction project. DRAWING STATUS ®FOR APPROVAL NO. THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION` CAN BE CONSIDERED AS COMPLETE. ®FOR PERMIT-. THESE DRAWINGS, BEING FOR PERMIT, ARE ItY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. ®FOR CONSTRUCTION: FINAL DRAWINGS. DRAWING INDEX ISSUE PAGE DESCRIPTION A C1 OF 2 COVER PAGE A C2 OF 2 NOTES PAGE 0 F1 OF 2 ANCHOR ROD PLAN -DETAILS 0 F2 OF 2 REACTIONS A E1 OF 4 ROOF PLAN A E2 OF 4 CROSS SECTION A E3 OF 4 SIDEWALL ELEVATION A E4 OF 4 ENDWALL ELEVATION A D1 OF 4 DETAIL PAGES A D2 OF 4 DETAIL PAGES A D3 OF 4 DETAIL PAGES A D4 OF 4 DETAIL PAGES Rhino Steel Bidg, Systems 4305 1-35 NORTH DEMON, TN. 79207 PHONE: C940i 383-15ss (eB6) 320-7465 FAX: [940) 48<_574.5 MARTIN HRERRA 5796 COUNTY ROAD 154 SPACE 3 GLENWOOD SPRINGS, CO 81601 JOB NUMBER: 101534A BUILDING SIZE: 70.00' x 100.0 x 20.0 (2.0:12) JOBSITE: 5796 CR 154 SPACE 3 GLEN WOOD SPRINGS, CO 81601 Gentleman: This is to certify that the above refenced project, along with its component parts, has been designed and fabricated by SCHULTE BUILDING SYSTEMS In addition to all applicable order documents, this structure has been designed in accordance with the appropriate edition of the AISC "Manual of Steel Construction" and with good engineering practice for the following loads. All welding has been completed per the appropriate American Welding Society (AWS) code. Governing Code for application of design loads: IBC 12 IMPORTANCE FACTORS: WIND: N/A SNOW: 1,000 SEISMIC: 1,000 DEAD LOAD _____ Weight of metal building structure only as supplied by SCHULTE BUILDING SYSTEMS COLLATERAL LOAD .------------- 4 PSF -------- LIVE LOAD — — _ — ----- ____ 20.00 PSF - Tributary area reduction allowed? No --------------- �� IV 35) WIND LOAD,,iVult & VasdJ N 115 M 90 MPH bCCUPAfgCY / RISK CATEGORY ------------------- - Normal WIND EXPOSURE - — --T -------------- INTERNAL PRESS URECOEFFICIEN +/-D.18 -------------- SITE CLASS SEISMIC DESIGN CATEGORY C — SPECTRAL RESPONSE ACCELERATIONS Ss = 0.3300 S1 = 0.0830 _____________ GROUND SNOW LOAD o ROOF Va/. FLAT {Pf SLOPED {Ps) 60 P 42.00 PSF 2.00 PSF ADDITIONAL LOADS This Letter of Certification applies soley to the metal building and its component parts as furnished by SCHULTE BUILDING SYSTPNIS and spepiijcarliy,Wudes any foundation, masonry, or general contract work. OCT Sincerely L 25534 Design Engineer These drawings and the metal building they represent are the product of Schulte Building Systems- 17600 Badtke Road, Hockley, Texas, 77447. The engineer whose seal appears hereon is employed by Schulte Building Systems and is not the engineer of record for this project. FEVISKDP B Rhino Steel Bldg. Systems DATE DESCRIPTION BY CWD o a� M 2 14 FOR PERMIT TNH EEG WM3-4W 04 „-„„ iRs M 40F4 M DE!KRIPTIDN COVER PAGE .77777[im-7 SEE ABOVE BETHAL PARTY RENTALS JOBSITE L5796 CR 154 SPACE 3 LDCAT'* GLENWOOD SPRINGS, CO 81601 CAD BY I DM BY I DATE SCALE JOB NO. PH I BLD S iEET NO, ISSI TNH AC 10/ 2/14 N.T.S 101534A C1 OF 2 A FRAME LINES: 2 3 4 H IV RIGID FRAME: MAXIMUM REACTIONS, ANCHOR RODS, & BASE PLATES Column Reactions (k ) Frm Col Load Hmax V Load Hmin V Anc._Rod Line Line ID H Vmax ID H Vmin Qty Dia 2* E 1 24.9 43.9 2 -7.6 -9.8 4 1.000 4 -1.5 -12.1 2* A 3 7.6 -9.8 1 -24.9 43.9 4 1.000 1 -24.9 43.9 5 1.5 -12.1 2* Frame lines: 2 3 4 Base -Plate (in) Width Length Thick 8.000 13.00 0.500 8.000 13.00 0.500 N LINE Grout (in) 0.0 0.0 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column -----Dead---- --Collateral- -----Live---- -----Snow---- --Wind-Leftl- -Wind_Rightl- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* E 1.7 3.6 2.0 3.5 10.1 17.5 21.2 36.8 -14.3 -20.0 -2.4 -12.8 2* A -1.7 3.6 -2.0 3.5 -10.1 17.5 -21.2 36.7 2.4 -12.8 14.3 -20.0 Frame Column --Wind_Left2- -Wind-Right2- --Wind_Longl- --Wind_Long2- -Seismic-Left Seismic Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz -Right Vert 2* E -12.2 -11.8 -0.4 -4.7 -4.2 -23.8 -5.4 -20.9 -2.6 -1.4 2.6 1.4 2* A 0.4 -4.7 12.2 -11.8 5.4 -20.9 4.2 -23.8 -2.6 1.4 2.6 -1.4 Frame Column -Seismic-Long -MIN-SNOW-- F1UNB_SL_L- F1UNB_SL_R- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* E 0.0 -5.0 10.1 17.5 17.8 36.3 17.7 20.9 2* A 0.0 -5.0 -10.1 17.5 -17.7 20.9 -17.8 36.3 2* Frame lines: 2 3 4 NOTES FOR REACTIONS Building reactions are based on the following building data: Width (ft) = 70'-0" Length (ft) = 100'-0" Eave Height (ft) = 20'-0" Roof Slope ise/12) = 2:12 Dead Load ) �psf = 2.0 Collateral Load (sf ) = 4.0 Live Load (psf = 20.0 Snow Load ( sf ) = 42.0 Wind Speed mph) = 115.0 Wind Code = IBC 12 Exposure = C Closed/Open = C Importance Wind = 1.00 Importance Seismic = 1.00 Seismic Zone = C Seismic Coeff (Fa*Ss) = 0.51 ID Description 1 Dead+Collateral+Snow+Slide-Snow 2 0.6Dead+0.6Wind_Left1 3 0.6Dead+0.6Wind_Rightl 4 0.6Dead+0.6Wind_Long1 5 0.6Dead+0.6Wind_Long2 6 0.6Dead+0.6Wind_Left2+0.6Wind_Suction 7 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2 8 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 9 0.6Dead+0.6Wind-Pressure+0.6Wind-Long1 10 Dead+Collateral+E1UNB_SL_L 11 Dead +Collateral+ElUNB_SL_R 12 Dead+Collateral+E2UNB_SL_L 13 Dead+Collateral+E2UNB_SL_R BUILDING BRACING REACTIONS : Reactions k ) Panel -Shear -Wall - Col -Wind - - eismic - (lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seis L_EW 1 E,D 2.7 3.4 1.9 2.4 F_SW A 2,3 8.5 6.2 6.9 5.0 R-EW 5 Bracing In Roof To Rigid Frame B_SW E 3,2 8.5 6.2 6.9 5.0 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Frm Col Dead Collat Live Snow Wind-Leftl Wind-Rightl Wind- eft2 Wind_Right2 Wind Press Line Line Vert Vert Vert Vert Harz Vert Horz Vert Horz Vert Harz Vert Horz 1 E 0.4 0.4 1.8 3.8 2.7 -6.0 0.0 1.7 2.7 -6.0 0.0 1.7 -1.9 1 D 1.0 1.0 4.9 10.4 0.0 -4.9 2.7 -8.0 0.0 -4.9 2.7 -8.0 -4.1 1 C 0.9 0.9 4.2 8.8 0.0 -4.1 0.0 -5.0 0.0 -4.1 0.0 -5.0 -4.8 1 B 1.0 1.0 4.9 10.4 0.0 -4.6 0.0 -7.9 0.0 -4.6 0.0 -7.9 -4.1 1 A 0.4 0.4 1.8 3.8 0.0 -2.1 0.0 -2.6 0.0 -2.1 0.0 -2.6 -1.9 Wind Frm Col Suct Wind -Long'! Wind_Long2 Seis-Left Seis-Right -MIN_SNOW-- E1UNB_SL_L- Line Line Horz Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 1 E 2.2 0.0 -1.2 0.6 -2.1 1.9 -2.4 0.0 2.7 0.0 1.8 0.0 3.6 1 D 4.5 0.6 -6.6 0.0 -2.8 0.0 2.2 1.9 -2.5 0.0 4.9 0.1 13.1 1 C 5.2 0.0 -3.6 0.0 -3.4 0.0 0.3 0.0 -0.3 0.0 4.2 0.0 8.6 1 B 4.5 0.0 -3.5 0.0 -5.8 0.0 -0.1 0.0 0.1 0.0 4.9 0.0 2.3 1 A 2.2 0.0 -1.3 0.0 -2.1 0.0 0.0 0.0 0.0 0.0 1.8 0.0 1.3 Frm Col E1 UNB_SL_R- Line Line Horz Vert 1 E 0.1 1.2 1 D 0.0 2.4 1 C 0.0 8.6 1 B 0.0 13.2 1 A 0.0 3.5 Wind Wind Wind Wind Wind Wind Wind Wind Frm Col Dead Collat Live Snow Leftl Rightl Left2 Right2 Press Suct Long1 Long2 Line Line Vert Vert Vert Vert Vert Vert Vert Vert Horz Horz Vert Vert 5 A 0.4 0.4 1.8 3.8 -2.6 -1.7 -2.6 -1.7 -1.9 2.2 -2.0 -1.3 5 B 1.0 1.0 4.9 10.4 -8.3 -4.6 -8.3 -4.6 -4.1 4.5 -5.8 -3.6 5 C 0.9 0.9 4.2 8.8 -4.1 -5.0 -4.1 -5.0 -4.8 5.2 -3.6 -3.4 5 D 1.0 1.0 4.9 10.4 -4.6 -7.9 -4.6 -7.9 -4.1 4.5 -3.5 -5.8 5 E 0.4 0.4 1.8 3.8 -2.1 -2.6 -2.1 -2.6 -1.9 2.2 -1.3 -2.1 Seis Seis Frm Col Left Right -MIN_SNOW-- E2UNB-SL_L- E2UNB_SL_R- Line Line Vert Vert Horz Vert Horz Vert Horz Vert 5 A 0.0 0.3 0.0 1.8 0.0 3.5 0.0 1.3 5 B -0.2 -0.1 0.0 4.9 0.0 13.2 0.0 2.3 5 C 0.3 -0.3 0.0 4.2 0.0 8.6 0.0 8.6 5 D -0.1 0.1 0.0 4.9 0.0 2.3 0.0 13.2 5 E 0.0 0.0 0.0 1.8 0.0 1.3 0.0 3.5 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR RODS, & BASE PLATES Column Reactions (k ) Frm Col Load Hmax V Load Hmin V Anc. Rod Base -Plate (in) Grout Line Line ID H Vmax ID H Vmin Qty Dia Width Length Thick (in) 1 E 6 1.3 -3.4 7 -1.1 -1.1 2 0.625 3.500 8.000 0.375 0.0 1 0.0 4.5 6 1.3 -3.4 1 D 8 2.7 -4.2 9 -2.5 -3.4 4 0.625 6.000 8.000 0.375 0.0 10 0.0 15.1 8 2.7 -4.2 1 C 8 3.1 -2.4 9 -2.9 -1.6 4 0.625 6.000 8.000 0.375 0.0 1 0.0 10.6 8 3.1 -2.4 1 B 8 2.7 -4.2 7 -2.5 -2.9 4 0.625 6.000 8.000 0.375 0.0 11 0.0 15.1 8 2.7 -4.2 1 A 8 1.3 -1.3 7 -1.1 -1.0 2 0.625 3.500 8.000 0.375 0.0 1 0.0 4.5 8 1.3 -1.3 5 A 6 1.3 -1.3 9 -1.1 -1.0 2 0.625 3.500 8.000 0.375 0.0 1 0.0 4.6 6 1.3 -1.3 5 B 6 2.7 -4.4 9 -2.5 -2.9 4 0.625 6.000 8.000 0.375 0.0 12 0.0 15.1 6 2.7 -4.4 5 C 8 3.1 -2.4 9 -2.9 -1.6 4 0.625 6.000 8.000 0.375 0.0 1 0.0 10.6 8 3.1 -2.4 5 D 8 2.7 -4.2 7 -2.5 -2.9 4 0.625 6.000 8.000 0.375 0.0 13 0.0 15.1 8 2.7 -4.2 5 E 8 1.3 -1.3 7 -1.1 -1.0 2 0.625 3.500 8.000 0.375 0.0 1 0.0 4.6 8 1.3 -1.3 FOR APPROVAL, NO. DATE THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT 0 102 14 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED 'FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION' CAN BE CONSIDERED AS COMPLETE. FOR coN MU01aN: FINAL DRAWINGS. These drawings and the metal building they represent are the product of Schulte Building Systems- 17600 Badtke Road, Hockley, Texas, 77447. The engineer whose seal appears hereon is employed by Schulte Building Systems and is not the engineer of record for this project. AEVIHlOA/B Rhino Steel Bldg. Systems DESCRIP11ON BY CK'D MOM FOR CONSTRUCTION TNH EEG I WM&4M ago tea«. S o W-ffa DESW70 I slit REFER TO C1 °N� °R BETHAL PARTY RENTALS JOBSTE 5796 CR 154 SPACE 3 LDC` GLENWOOD SPRINGS, CO 81601 CAD BY 13M BY DATE SCAIEI JOB No. PH & SC MT Np 0 TNH AC 10/ 2/14 N.T.S 101534A W+� F2 of 2 0