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HomeMy WebLinkAbout436304363 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 811801 303) 945 -8212 Job Address 47P,1 l;.i:.. 117 l;lenwoor; Spri.ng, Nature of Work 1' Perc Use of Building Detached flarega Owner Kerry and cc: Sunde Contractor i11 raa ir± Amount of Permit: $ 133.65 Date: tuber 29, 1497 r'e $31. "Q La .5 4i.i J3enncti: Clerk White - Treas. Canary -Office Pink - Applicant Gold - Duplicate GARFIELD COUNTY r.APP`f,ICATION FOR BUILDING PERMIT p34PERMITNUMBERt' ! please print or type DATE 0 -CR TO BE FILLED OUT BY APPLICANT PLOT PLAN ADDRESS t1 C..or,va 4k..3r1 I NOTE: Show easements, property line dimensions, SUBDIVISION all other structures, specify north, and street FILING # LOT ;t BLOCK 4 name- For odd shapod lots, or if space is a TAX SCHEDULE #too small, provide separate plot plan - LEGAL (SEC /TWN /HNC.)OF BUILDINGS NOW ON PARCEL W 1NAME y (n a.e.USE OF BUILDINGS NOW ON PARCEL GS,c.c IMAl. IT,ING ADDR ti t `q.A swc UL -- Q CITY Snv+ok M r PH( CAC 711SP5K rx NAME r 1 we, m ADDRESS 9,Q. oc 0 ,„ 40 - 0 ,„ 40 - \L CTTY A c, NAME 4_+nra8-, ot ADDRESS y'\ry fl,,c, R CITY Ctr 1C _) u n yONF • .LICENSE (( CLASS OF WORK NEW ALTERATION ADDITION DEMOLISH REPAIR MOVE MOBILE HOME (make /model) S.F. OF BUILDING Q S.F. OF LOT OF FLOORS f HEIGHT _ 4 OF FAMILY UNITS why — ,, 4 OF BEDROOMS1.111\INTENDED USE OF BUILDING L,e.:C,s.,, GARAGE: SINGLE_ DRT.4CARPORT: SING PT FRONT PROPERTY LINE FIREPLACE DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER L'IN Y.(6)41-. qqL 1`T WATER SUPPLY J /&CHECK IF CORNER LOT DRIVEWAY PERMIT v4 DESCRIPTI N Oap -. WO KLA SITE PLAN J C ST era ! reek ... BUILDING PLANS 1 SANITARY SEWER CLEARANCE WSW yW I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT qtr application and the above is correct and I OTHER DOCUMENTS (specify)agree to comply with all county ordinances uC and state ..aws regulating building construction r0 4, e, ehc4JCa c FOR OFFICE 115S URE VALUATION S' 9 10 L '0 0 FLOOD HAZARD PERMIT FEE $9/.00 PLAN CHECK FEE $4 CERTIFIED BLDG ELEVATION TOTAL FEE 33,& SCHOOL IMPACT FEE $ A/A,SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT R 2 Q PROBLEMS WITH PERMIT TYPE OF OCCUPANCY TYPE CTh CONSTRUCTION V -ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING Cep 0 S.F. OF LOT 3 cc `e MAX. HEIGHT w 2 ' ROAD CLASS. "--,CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED r j`'°/ q APPROVED: N I/ T APPROVED: PLANNING E'f I b DATE der t 0/2_8/9./ i1 e i i j.• p 1 tit w. r..... ti+ a•AVM r• b • SOUTH V - r N, 7 80 fir$'fir a a EN "M y Z 1 p,: N.tea.V . t d m in c) 3Oi OR i I 10 1 6.g f p ti o I p 3350, 20 NORTH 2 • S'I 1 j-t-d'' 1 L7V W Q W 0_._ p1 t V e.d m Jr.O O v J 1 4r19, m O -..Z m C7 i5'OO E 1 80.179.11) enar m u Li SUNDHEN 4GARAGE FOUNDATION DETAILS DATE 10/22/91 SCALE 1/2 " .41 U'SUN®C [EG`1 IRl SODC NC I NA4RTCCH 0n©.ENGINEER Car "— GAR AOE FPOUM®ATDON n MUM= mix= .H. m..e...e.,. CHECKED Ks I fl µfl v r nwi ILE ion) w rya pwl im •CO U kfre C b r 1 FOUNDATION DESIGN WAS NOT RASED UPON A CURRENT SOILS REPORT. DESIGN ASSUMPTIONS ARE AS FOLLOWS MAX. REARING 2500 P5F EFP ON WALLS 45 PCF 1. Concrete Concrete has been designed and shall be constructed in accordance with the American Concrete Institute Building Code (ACI 318 -77). All concrete shall have a minimum compressive strength of 3000 psi in 28 days All cement shall be Type II. All concrete to be used in slabs shall be mixed with 1.5 Ib /cy of polypropylene fibers. Reinforcing bars shall be ASTM A615 —Grade 40. 2. Placement Detail bars in accordance with ACI Detailing Manual and ACI building code requirements for reinforced concrete, latest addition. Concrete shall be mixed, placed and cured in accordance with ACI 318 (latest addition) FOUNDATION NOTES DATE 10/22/91 SCALE 1/z" =1•D"SU1ND EGtl RESODENCE W EN RTE CH UH©. ENGINEER CRP FOUNDATION NOTES CPCSUL711141 MOW= m, n CNECKED KS 5411piu5O.K(K(52) s eiF304) rm rwr pm) u -acnFILEKERRT3 Nell 0105'0 104'0 107'0 102' 22' 10 12' 12' -6"9' -6" TOW 106'0"I TOW 104'0 w STEP TOW _____..--3•FOOTER 700'100' e I EV b b 97 o,e N. DEL 0 8 EL • 100'999'9 i 9ELEV. b Pi t ti106'GRADE ELEV. 99'17 0 PLACE SLAB OVER COMPACTED GRAVEL BASE VARIES FROM 8' TO 2"loI 1m. a O1 2 DEEP SAWCUT 9°'9 WITHIN 24 HOURS e OF POUR v in 7 2 a"' 1 PE it i 1 100 STEP FOOTER EL , a 7 1p 7a OF 99'0'ELEV,ELEV.Y100'0"700' OF 96'6" 2 TOW 108'TOW 105'TOW 104' 107'10fy'"TO5'104' 18'107' I 4'102' e 0 ie b 6'0 10'0 22 ---- -- SCALE 70/22/91 SUN® RESODENCEscAt4 „ =1 I NARThCC 11 OINK. ENGINEER CRP G CONSMINK thee= ma 111111101.00101 CHECKED KS pp P ° 01 tso. tt,*oM00 a omit it KERRY2 POMO /' TD ®b fms) #45-1231 r4x (son ru -uvr PRE — MANUFACTURED ROOF TRUSSES 3 Pr Tow Iowa" 1 /rdxr A. BOLTS D 38" c/c III - 1 11 - 1 11 - 1 I I I, I1 - 11I I1 - 111: 1 111 - 111 - 1 1E I 1 - 1 I I- 4., T-1 VI 1 • e.r RETAINING BACK WALL F'VERT. 15 ® it c/c HOHL, 14 • 1E c/c d 12 FOOTER VERT. /5 0 1Y c%4" CONC SLAB OVER HORZ. (4) /4 AS SHOWN B" COMPACTED rCLASSGGRAVELfl :181 F 00'0" l (/ r • GRADE WO' BACK RETAINING WALL SECTION 1) DATE l /2 =r ,SMfJ[S]If RI RIESIM ffflCI!SCALE 1/2 "-1•D"RTECH ONCr xa MllmatarENGINEERCRPCOMM.: nn.Rxl lTfENGIN CHECKED R GAIA®I BACK a RE ryph p n in re n annmea M CO am WIG 0 9UDnlNG WALL 4.0. Box IW. 3 r $ $ CC eux FILE KERRY pd. ru-:zu nn pm) uF-i(7 1 MANUFACTURED TRUSSES ] O TOW 108'0"R0z 11DC . v p _ G 2x4 OR 2x6 e .STUD WALL LWt /ir q TOW VARIES 7 1/2 A. BOLTS 0 6" 3 c% T = 111 = 111 - • ; f Ilj_ a 1 _, I • 6" RETAINING BACK WALL van. 14 0 12" c/C HORZ. 14 O 1B" c% 2" RIGID FOAM INSULATION 01TT510E OF FOUNDATION OPTIONAL 12" FOOTER VERT. #4 0 12 c/C 4" CONC. SLAB OVERMORZ. (4) d4 AS SHOWN a r COMPACTED CLASS 6 GRAVELMOT" i f tr GRADE 99'O' 3'_2" SIDE RETAINING WALL SECTION 2) DATE 10/22/71 SUMIDIEEN RESIIDENCE WSCALE1/2" -1'O'EN ARflCH DIMC.ENGINEER CRP GARAGE SEE coning Wil„teles n CHECKED KS a. •e .*_ axmace Huff a w MalImX11IW1)r4m.uriv3M 14$.SI'/FIL KERRY6 WIDuelnllr151 I r 2x4 OR 2x6 STUD WALL ON 2x6 TREATED PLATE 1/2 err.4" CONCRETE SLABW/ 1 /YI x9" ANCHOR EXPANSION L 6saszDOLTSO3Cc/c TOW itlO'O " r•,.. 11.11 1 0 9perELEV. 11=r 1= R• STEM WALL x MID HORZ. P. 0 18" c/c FOUNDATION VERT. 14 O 18" c/c OPTIONAL) 8x1 FOOTER 0 80F azvRZ.HO 3) /4 98'EERT, 4 O 19" c/c TYPICAL EXTERIOR WALL DETAIL SECTION 3) DATE 10/22/91 SCALE 1/2" =1.O"SUNDLEIENI fIESDDIEWICIE IENARTIEclJo MC. ENGINEER CRP FROMIT f;'OD1JMn DATDOa skim" mom 440 " CHECKED KS voila. n ILE KERRY5 WnILLL DETAILL ca+, ` t ° x r N1)1Pr::r1rr an J 4 Y 1 444 \1 1/Y BIT. EXPANSION STRIP. PARTIALLY PREFCUT STRIP 3/4" BELOW TOP EDGE. AFTER POUR REMOVE TOP 3/4" AT CUT AND TILL JOINT WITH FLEXIBLE MASTIC 4" CONCRETE SLAB 3' APPROACH SLAB TIED OVER 2" CLACTEpINTOSTEMWALLWITHg4CLASS6GRAVEL VERT. BARS. GARAGE 3 TOS ei TOS ELEV.99'8 FOR OBASKEiBpLL T%a GRAD 88'10" V STEM WALL 2' RIGID HORZ. #4 ®18' cite FOUNDATION VERT. #4 0 1 cite INSULATION OPTIONAL) 6"x1 FOOTER ril (D BOF HORZ. (3) #4 98'S" VERT 14 0 18" c/c GARAGE DOOR ENTRY DETAIL SECTION 4) i )ATE to/22/41 CALE 1/r =1•IT'SUNDLEM RESII IEIICIE f l>m-4T!CD'O O OC. NCINEER CRP GA! AG DOOR ILECKEh KERRY4 ENTRANCE I flflAOL 30 - rcomar 2x4 OR 2x6 STUD WALL ON 2x6 TREATED PLATE W/ 1/4"i x9" ANCHOR BOLTS O 36" c/c TOW 104'0" 0 Il 2 CLR 1/2' BR.4" CONCRETE STAB EXPANSION OVER CLASS 6 COMPACTED JOINT BASE (2" TO I') 8" STEM WALL HORZ. f4 o 18" c/c VER. #4 0 12" c/c TOS ELEV. A 99'6 2" RICE)FOUNDATION ATION OPTIONAL) Min8"x16 FOOTER 0 DOF ELEV.IloRX• 3) 4 98 . 8 .VERT. 14 O 12' c/c SIDE FOUNDATION WALL DETAIL SECTION 5) DATE 10/22/91 SCALE 1/4" -1b"SQARI®IE( ICI RESIDENCE I NAI TPI CDfl INC. ENGINEER CRP SIDE FOUND:1) -k TOO N AS"° CHECKED K8 m PC 1 ammo mx MIIMEE FILE KtRRY7 WALL DETAIL 4WS to UM ow-an J pavh,.. a r 2 x 9 TIE PLATE. I I I • 2 91AP PIAiE ELEVATIO 4 •Rl I i PANEL "C" 2 >< 4 StUUS M 16" ON CENTER' I CORNER BRACING EACII END 2 R 4 BOTTOM PLATE 31' -5 8§ - pi. EIt _ ET ", g-I 4-1-1-I--k - 7-- III ENGINEERED ROOF TRUSSES I I r H 4 I AT 24^ ON CENTER I{ b N c LI\TTT__1 x n BRIDGING-I 4 w j I I mI_A II in I 2 i S IRDflR OR SURROUND I; air. "••• iirimjYllum' nril u. BUILD DOOR HEADER ON SITEITE 3V -5" 6' -9"s • G a 3' -0•i5 -2"ELEVATION ELEVATION 2z4 SNOS :: 1G" O.C. I I 11 I } PLAT PANEL "B" • PANEL "A" 2 . q CRIPPLE I I I j CORNI.R BRACING EACH END t I 3 1 36 WINDOW 1 , I III 2 x 4 IUP PLATE 2 - 2 x HEADER I Sri__It HEADER 2 x n TIE PLATE ELEVATION WALL & ROOF PANEL "D"FRAMING PLAN i'iww r wilrWRiwr wrRs w ^w wow Anrel A - wwwrn a f ' w w w^ rBA w wRw____ 1rIR_ w HORIZONTAL LAP SIDING REAR ELEVATION NOT TO SCALE DIMENSIONS ARE CORRECT t,e 7 f cteser ae S ii Y,agg AiZ 39.1 .a rata 993". 7'Y ii III