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HomeMy WebLinkAbout5114 r No. 5114 GARFIPLD OWN7 P 8!lILDJNG, SAIVITATIONmdPLANAa1VGDEPARTAIENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job Address 40 Spruce Court, Monument Creek Village, Battlement Mesa Nature of Work Building Permit Use of Building Single Family Dwelling w /Double Garage Owner Terry & Cheri Brown Contractor Witt Homes Amount ofPelmit$ 921.52 Date May 4, 1994 Permit: 558.50 Plan : 363.02 S. Archuleta Clerk V . 1 GARPIELI) COUNTY ra 3 94 ".y 1 AP PLICATION FOR B UILDING PERMIT �// r' [�L PERMIT NUMBER Asseschji "` C 1 ((DI please print or. type DATE 4 -4 -94 $ -9' -99 TO BE FILLED OUT BY APPLICANT PLOT PLAN r.. _` ADDRESS 4 SP � rllCe Ct. NOTE: Show easements, property line dimensior .a SUBDIVISION Monument Creek Village all other structures, specify north, and strec <4 FILING (1 LOT # 1 BLOCK 11 18 name. For odd shaped lots, or if space is a TAX SCItL•'DULE 11 too small, provide separate plot plan. LEGAL (SEC /TWN /RNG) !t OF BUILDINGS NOW ON PARCEL 0 w NAME _May C Cheri Brown USE OF BUILDINGS NOW ON PARCEL MAILING ADDRESS 111 Tamarisk Tr. o CITY Par Go _ PHONE 285 -9859 a NAME -- R w ADDRESS CITY NAME Witt Homes ADDRESS 109 Tamarisk Trail see attached plan R CITY Parachute, Co 81635 ci PHONE 285 - 7516 LICENSE LI o CLASS OF WORK VEW xx ALTERATION _ ADDITION DEMOLISH REPAIR MOVE _ MOBILE HOME (make /model) S.F. OF BUILDING 2178 S.F. OF LOT 10,364 II OF FLOORS 2 HEIGHT 23' 1.! OF FAMILY UNITS 1 f OF BEDROOMS 3 INTENDED USE OF BUILDING residence GARAGE: SINGLE DBL X CARPORT: SINGLE DEL FIREPLACE Gas -- FRONT PROPERTY LINE DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER 40 Spruce Ct. WATER SUPPLY BMP CHECK IF CORNER LOT _ DRIVEWAY PERMIT n/a DESCRIPTION OF WORK PLANNED Build new SITE PLAN attached tQ_pian __residence BUILDING PLANS attached SANITARY SEWER CLEARANCE BMP I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT Ala application and the above is correct and I OI'HER DOCUMENTS (specify) Foundation plans afire= . comply with all county ordinances a.: s -te laws re•ul:ting building constructic A 41 - ///, SIi NATURE FOR OFFICE USE ONLY VALUATION t 9 FLOOD HAZARD D PERMIT FEE $ ..PLAN CHECK FEE $34 OZ CERTIFIED BLDG ELEVATION TOTAL FEE $921 f2 SCHOOL IMPACT FEE $ /09 SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT PROBLEMS WITH PERMIT TYPE OF OCCUPANCY TYPE OF CONSTRUCTION ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING rat •0709 S.F. OF LOT MAX. HEIGHTQJ� Ale INC. ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEY07 SETBACKS FROM PROPER? LINE: FRONT Ph' "ft OR ENGINEER REARS t • RIGHT 111-1241 r LEFT .5I✓ OFF STREET PARKING SPACES REQUIRED age I N ' /./ z �/t�A� APPROVED. /� ,Ar S' � �/ q / �/ APPROVED: �'J"�./ G / " ILD1 NG DE / fE OT DATE PLANNING DEP'ART'MENT DATE RESIDENCE PLAN CORRECTION LIST Bs.sd on / y Ed d iti ' oon of the Uniform Building Code'" of age g / Jurisdiction ( V/L / / l x Owner": '( f 11l Chock Plan Chock No. Valuation • /174( r' "7. Occupancy Classification YY , .M Type of Construction V • State j I Floor Area Sq.Ft. COMMENTS OR ASSUMPTIONS: Ccneaws checked allow ee to Swine an pane token permit it issued. TM.ommen of plans and sp .cifie lions does not pannh.re violation of any ssliaiol .e Building Coda r new crly ordinerc. at state law. GENERAL %`; 6. Bolt foundation plates and sills to the 'condition with i 'h• bolts spaced not more than 0' apart. Embed bolts 1. Valuation should be $ at Mast r in concrete or masonry. Swan 2907 M. 2. Slew lob address on plans. i '' ) 17. Speedy WIMP foundations to met regtx« sIa r 3. Glee name of parson responsible for plane. ;�' tor • «,e -nary building. Fronde eon section on plop. Table No. 29-A and Section 302 O). 4. Submit fully dimensioned plat pan. 16. Provide . under -So ventilation equal to 1 sq. II. of n #11.1L--1.‘ opening f« each 150 sq. h. of urd« r 4o area. 5. Give all dimensions on plot p410. J Vemilrgn openings shall be approximately equally distnbnad on at lean two opposite sides Ssaion 2516 (0) 6. / / ` 19. Speciy al Nest a 3W thickness tar r nor -its Go • s on grade. Section 2023. LIGHT, VENTILATION AND ROOM -- DIMENSIONS ,% 20 Specty pier sass and prawn foundation sections. Sarion 302 (b). 0 / .0. P(rowos maze gland op«ngs bat neural Yphl �� �1 _ 21. Provide 1r x 2f• antler -Moor access opening. Section 4/ ( W�DM Me s as epo 10 nr mtl 1 In .f' r 2516 (0) 2. UM t iow.p rooms as apect6ad m 8echon 1205 la). (b) and (c). f,( . -22. Prode under-Ikea donna es .peand in Section Y 2516 (c). ,.,7,-._. containing 7. Viten mechanical va is used n coons containing a show or in laundry tub. and laundry mono. FRAMING provide fee air chimes per hour rawly to tl. % owitle, r rwralelep tae an allowed any for / ( _ Specify wood epees and lumbar gran M rooms with a lasrary or water claw. Saction 1205 ` / hortsraal and vencel terming lumber. Section 2505. r �=%" 24. Spsry e panel span rump to outdoor oubdo end n d p'-0 6. Prove • 7'•) minimum ceiling height n the l roof sheathing. Section 2506 and Table No. 254.1. ` ldlowhq habitable room.. S.euon Plywood mot sheathing shall be bonded by 1207 hale nennatliate or exterior glue unless the sl aahbq • «gdsed on the undemin. in which ere Y .hall be bonded with en«v glue. Section 2516 M. 9 Mlrmum room has: 70 sq. h. with 7.1oot mw.rm aitlth; one 120 sq. h. room required. Semen t 207 (D) " Speedy the gran and Mennen of Prtlelebo.rd roof antl (d and enactor sheathing. Tables Nil. 254-3 and ,` / 254 -2. Ease ow regtneld openngs povdng Igal and A )26. Pmnds wed bracing whine s vemeren ea 10 Prefer rose Man 30• to Prawn - � 2s• on comet section 2317 (g)pulned r carne rd line. Swoon 504 (al. Provree approved fr.bdckng in wells as speeded in Section 2516 M. FOUNDATIONS Povn approved drafstocpng In the console 1 2 11 . I Speedy concrete n sped benwrn the ceil Ilor sbovs r strength on plans. Section 300 W. ewe n Sec 2516 ing m and 4 A. Q 12. Pro..as foot ings with • minimum depth b.kxw finish/ /21- Show double lop plates at SW of stud wails. Section ,. natural gram of _ ides. Section 2907 (al. 2517 (g). 0 ,% 19. Extend ass and bangs 0 below inside excavated • 30. Sperry see of headers bat openings over 4'a• wide. /�7�j'[) grade. / Sion 2517 (9) 3. V 14. Poet w . stepped footings adjacent to • Sion / )c 31. Provide 27 x 30• (37 s 9 2907 (c). I ! 0•) minimum *aura* to Wnc. Section 3205 (a). (Undbnn Mechanical COS 15. Speciy bundalgn graft redwood. foundation grade ( Section 709.) l' cedar r app eyed prmrMrwW foundation pier 32. and sills. Section 2516 (c). 111 25 .Od . Door psi spans o conform with iabN No 25 -U -.LI . Swop 2317 (tl). • --. Shea nuns far smote deleasn bay nag in be FRAMING ,,, ,./ Pnwital lath 80120esii sine damns equaisl with • ..-■ ban osikup Wain n nun= in San 1210 01.). .. ceiling Om Spell to comply nth Table No. 52. Inn • smoke detector n the beeenunt. Baba 1210 N. 25-1.144. Sean 2677 (10. 7„,.. Sinn and an tan es awn with the / ' 53• Provide 3157er Ocean an bane. pan Ind aneL. a Tan Nos. 2541-R-1 through 25-41 ( __,/ non mom an 30' abaci gni .n Wag sun tha • el R-14. Foe this pun n m o Table No. 25-1J-R- . c sphere rant pan Vinsugh. Senn 1712. Sean 2517 (h). -- - • - _,...-:- 35. ROW /On sla be sunned tarn c the erns WaTHER PR JTECTION and ge nth swoon by said blackAg: C.,:cm 2517 (0. o / SC Pan an Nand weethsconxecta bona uncle nn / . siding. Session 1708 (al. ( IT )38. Roof hung shall be sunned nen* at pants of beanng by solid blocking. noon 2517 (h). // / 55 . Stan an .pored Ushing for eaten coonnan. Seam 1708 SI. Purlins and struts shod be supported by ban wells. Section 2317 (11). - / - 58. linsproot balconies. lona man Minns and slaw /1) awns nosed to the wean anal and usamesth. --38. Provide raw ties when ceding joists and nem are Ssaion 1708 (c). ii•i.5 not parent Ties shall away with Section 2517 MI. /• • • 37. Dioneproof Murata nes enure • been below 7 ..) 39. Provide double foists under parallel tong 1 2 bend gale by an approved media Sean 17060. tiarbans. Section 2517 (d). Wee ne Appendix Section 2011.) ..,-- „,....„ ...---<0. Nova • structural season which shoos nal z in. Roof coven shell be as inn Si Tens No. 32a and es fiend conditions for tots prowa. Section 302 (13). 7 can, n Senn 3204. 7 551 ,..- - $p0 method of sawn tar roof a Cana or Way , g GARAGE ,.2.' tile should eon* with an ICBO Banta Senn Inc. ii,/-r awl Or other approved data to show complins with , 1 U.13.C. Standard No. 32-12. Ten Nat. 32-0-1 and 32-0-2. 41. Openings we na allowai tarn WKS sit° loom toad for Wan punnose. Bata in. e , 60. Shingle 6210 01* listeners shall be conion mein and of , the is end spacing sa found in Tablas Nos. 324-1. 324-2. Ritai Win sido ar wen and rang Upson to re under - 32-0-1 wid 32-0-2. (Mnn with Maas spina for ashour to maculae. ;,, - Sudan 604(�. Eta 3. • 51 . Slieelly • uranium stops of ' m 12" tar Tenn Nos. an h s tigolltIrq I-4V 1 said won o. vu- _ • Specify sed_.---4-- minutema n, tar twang bets gone and dailc ;i. 503 05, Ewan 3. . ....._. 32-6-1. 32-6.2. 32-C. 32-0-1, 32-0-2. 32-E. 32-F and 32-G. j . r - - i' ) 82. Instil masonry wiser to comply with Seen 3008. ' dads to show in veneer 10 14 atund Is supporting -.._-- structure. ........<--. 44. Show gene *sang. -- • • ,... .....' 63. carmine detaile for connuasin an lbefilwu sind 21_,./ WA --- Show sae al header oar urn door oloininfl. lan. Chapter 37. ... ,...-H 46. Pron 1515,5 crass non a gin Ow al gage. 7 . 64. Post approved mann or earn on Meaning. laws i .,' -.......-- sal be plainly Wen and legible In die Ma at ion inn Oa cloisiling. Seaton 613. „EXITS AND SMOKE DETECTORS •-, 65. Provide entry dueling ends approved Man talthee. 47. Dan: EeMes doors mat hose landings not wore then Ir m lea end W m en may nix swing over tang. Sean 3304 00. ----- 7 Section 1212. law Man O " / V ea. Shaw warner loation. ,.. .• . 2 48. Sawn: Mann Ilse r: mnnatil run fr minimum ." 1 67. Show how war Penn furnace will be nun with headroom er4 mann width W. Senn 3306. . ownbuetaon U. . - ,... ' • 49. Nan • graspsOill liancirsul for stuns on es 1560 one ar The gang .10* Inns locabsim must be solely inn V in nadarce with intim 6406. I . side. Return nos 01 Mane or manna in 4 nen post. / \ .7 Hendren snail not be lees than W. nor mite inn 3r nue the ran of bon. Ian 3305 M. 2 Prude at least one op/Mb* wino* or nine 0001 • ..., • . Warant gypsum bond nil no In used se • ,. append for emergency nue or rescue In benerts . . and frorn inn mom nal far aeon pones. Sanaa backing board far Ite or wet peas in the toning 1204. 'C' ' --- ---. ' hxmons: (3) OW • vapor retankt (b) in ens with high Nun* or lc) on osilings. Swoon 4712. • Additional Corrections: • Project Number: Name: g4MMYAFS /HENCE Address: 4 Meow er Date: April 15, 1994 Beam ID: Floor beam over garage BEAM SPAN= 22.0000 Feet. Uniform Load The plf on the beam is 440.0 L.L and 110.0 D.L. Note: Based on top edge having continious lateral support. GLUE -LAM ACTUAL MEMBER SIZE = 5.125 X 16.5 Increase in allowable for duration of load = 0 % BENDING ALLOWED = 519981.5 inch /lbs ACTUAL = 399300.0 inch /lbs Bending OK SHEAR ALLOWED = 9301.9 pounds ACTUAL = 5293.8 pounds Shear OK DEFLECTION L /180 = 1.4667 inches L/240 = 1.1000 inches L/360 = 0.7333 inches ACTUAL Total Load Deflection = 0.8395 inches ACTUAL Live Load Deflection = 0.6716 inches Deflection OK 6aCf2 A VVLfit - CSC • ®e"N gEs / lut7r flag/ 4''0 sfil crGT =tiro �vK /y [t aSxgt= 6!6 „We y� 3‘2 x 52.30 x St ts - 5 - w, °L8 BSS 9X2© __ tiro cPiN-5 h „, ' = 4/7‘ 9 Kam? _ x ay? xea at + 14 32S:?-1 - aaat2= yvy G ?`,° Y2 9MY 8 a 3 totes a ,- Polar bt6 Et Van cliStr Wt. 362 Pug c,4ao0E. -' 4 isi THIS y IN l ''`:.a -iW :µ s{ 24 HOURS NO`!' t sjiaR, ", -. BUILDING PERMIT GARFIELD COUNTY, COLORADO Date IssuedMike ...Zoned Area Pa p Permit No Slit AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from t 4 out .I uilding. +spector and k4 EDI s T LY : OME NULL AND VOID, Use J P"'" / P Ai 0 " 1 i ±° tt sr dress or Le al Description 4 • . . er 1 If r. „ ` e p � ` C Ow er �I�IV ' Contractor i!}/J Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning Roof Covering Electric -Final (by STA E)nspector) Footin - '/9-5 / • —(3 l e - - - r _ Foundation _9 j4�` Plumbing- Underground 1. _ /-9 S Gas Piping Heating Ventilation Frame 7 /t 'I I " Insulation Plumbing -Rough r/ / y Drywall p c i„ Electric -Rough . ' 'jam (by STATE inspector) i -' ( 6 1 " 1 L Final 9 --:a ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 10 9 8th Street, County Courthouse, Glenwood Springs, Colo. .,. ,APB V E D , , NOT DES'RO'IIIS CARD Date � Q4/ Burn ' � o a) _ b0 V • HI H HI V V MI C 00 010 HI 0 0 "-I O e7 C 2 U ?; A N O O O i 0 W 0 N / L" �L d d 0 0 x • 4J O o a) U y c 0 .1 0 ` 0 ` 0 0 0 U 1 N w o " - r .0 Oa t ,° �I o V (� ` . 0 NS '.� -4-• H H I w w cd T p N U W O O r 6 og cil et 0 ///��� • © '0 . 0 H O ca 04 1-1 IIIII4 O P-( '-■ N 'i1 no N d cu ' �'� CC 7) 1 H 4 0 al eN cu U m 0 PQ - C L et ao wtY HI O w a cli G> ' r.) � 0 Q 1 C ., O g U 5 N Q - " rn ` O O w U C.7 O .--1 N RS i al 4€5 CO w („„) o A u- �� o 401 0 �' O a� O 3 0 a^ u0 w . al C U bU ti OD O aJ N .G y M ` ~ 03 H 0 a 0 •� V1 �1 O 3 W p y C mu a) CV p V 40 0 V c V = 1 ai V 9 W W Iy a L. n • o 'L1 1-. M co 0 9 1 u .+ N m 0 O COM 0 0 g 4 O C d u Ain z 0 O 0 0 . �� CI I _ u CO u U .v 6 y ., ro cn - a) y o I MI p4 9 XS as � ,, C• .-0 ig O O • • = I , \ U U v u cl C C b9 w ad CD b A CI O Y O NN g..1 0 i 'O A b O U :•I U 1 C •� •� U V] a.i ._ a) Z 4 0 O • E--, ♦ -+ 0 W U G0 4 O O 53' -0' 9 ' -0 " I 16' -0" I 28, -0. 23e-0" I 8' -8" I 21' -3" - o I 20" FOOTING b L. a 1C 1 , 18" FOOTING GARAGF , Q o ' SLAB ON GRADE I m PJ P4 j O N T _ 7 w ±13' -6" I e' -O _ I _ FLOOR BEAM f 24' X 38" T GARAGE LINE " 0 12' FOOTING 14- SLAB ON GRADE a - 22' FOOTING GIRDER ° P2 P1 T 8' -g" _ e - 20 FIG ,r I I c U � 1 FM/EXT. N o 0 PAD SCHEDULE rz I 4 F P1 32' X 32" X * c P2= 34 "X34'X 4 P3= 38'X38'X � a P4 = 44"X 44' X IC FOOTING .. FOUNDATION PLAN SCALE: 1/8" = 1' -0" 3' STNO. PIPE COL. ASPHALT PROTECTIVE COAT ON WRAP PIPE METAL AT TLR. 'x "x1 /4 ]■1 \\ 2 MW. 3' SPACE BET. PL p PAD SEE PLAN &• p 3-140 EA. WAY PAD BELOW FLOOR NOT ID SCALE 4804E * 6 �{ la W/ A.9 s I I 1 z (� � . T. DOWEL #40 n CRAWL SPACE — . 11‘11. ] "AO — #40 o f AT 6 0 EACH WAY 1 0" o m il , in 10 10' I SEE PLAN [PL 10" PAD AT WALI FTG AT CRAWL SPACF NOT TO SCALE NOT TO SCALE n v } WITT HOMES — BROWN RES. LINCOLN— DeVORE, INC. 6 3 =� i LOT 1, SPRUCE CT — MONUMENT CREEK SUB. //. BATTLEMENT MESA, CO LINCOLN 1441 MOTOR STREET aY . ._.� .ice -��� GRAND JCT. COLORADO a Stole of Colorado`-'„ - L `- DeVORE COLO. SPRINGS—PUEBLO Designed by EDWARD M. MORRIS EIT "''-' _ti,. G GEOLOGISTS " 80513 —J gr 1 ° 2 ° Sol Type: ALLUVIAL SANDY SILT " J.L. SPARKS l° AS SHOWN ° 3-17-1994 OM= E.M. MORRIS oun art °K 3 -21 -1994 NOTES FOR METASTABLE SOILS Notes: *Dimensions should be taken from architectural plan except for foundation components. *Reinforcing to be continuous around the building as shown. Minimum lap of reinforcinc' at splices - 15 ". No gaps in the reinforcing will be permitted. Use Grade 60 steel. *Bends in reinforcing bars shall not be smaller than 6 bar diameters on the insid radius. *Stairway to basement, if any, should not be constructed as a rigid connection between floors. *Surface drainage should be positive and rapid in directions away from the building at all points. The yard within 10" of the structure and all backfill to be sloped away from the structure at a minimum gradient of 27.. *Roof drains should be carried away from the building at least 15' past any backfill. Water shall not be allowed to stand or pond within 20 feet of the building during or after construction. Backfill shall not be flooded during or after construction. *A11 backfill shall be compacted to a minimum of 907. of the maximum Proctor density, ASTM D -1557. The only exception to this will be components of the peripheral drain. *Excavation should be observed to determine if soils over the building area are the same as those for which the building was designed. *Gravel pad should not be used beneath slabs unless well drained. *Do not use dry wells on site. *Foundation concrete shall have a minimum strength of 3000 psi placed with a maximum slump of 5 ". It shall be made using "Modified" Type II Cement or equal protection, with no Calcium Chloride added. *Planters, if any, should be well sealed and drained. *Reinforcing shall be observed by engineer prior to placing concrete. Structure will be reinforced as shown on plans. No changes in building loads, reinforcing or design shall be made after final inspection. *Under certain climatic conditions, such small amounts of moisture are required to taus , collapse in the soils, that under normal rainfall conditions, moisture and consequent . expansion may not reach interior foundation members, while affecting exterior foundation members. Moisture may also collect under interior portions, while not affecting the exterior portions of the structure. Movement under these conditions may well be isolated and require releveling of parts of the structure. *Refer to the soils report, for peripheral drain recommendations. *Prior to backfilling procedures, foundation walls should be allowed to cure a minimum of 7 days and be adequately supported by floor systems or other bracing. 1 LAP . c - c ‘ -ICC;44; IVIDIAAR VARY WITH DEPTH 2-04 :I\ 5 REINFORCING DETAIL AT STEP ;. w sita..., s . .. 4" FLR. FLOOR ELEV. MAY VARY HORIZ. CONT. AS .•' SHOWN 11 #40 o • 22" c/c CONT. • VF_RT. #44 AT 24" c/c FOR BACKFILL OVER 4' #44 DOWEL 1/2" ISOL JOINT AT 6 c/o In 4 FLR. I p % I FTG. AT BASEMENT WALL WITT HOMES – BROWN RES. LINCOLN—DeVORE. INC _ — LOT 1, SPRUCE CT –MONUMENT CREEK SUB. . • BATTLEMENT MESA, CO d ef - ID GRAN f 1441 M CO O - e ... DENGnitnisVORE. State of Colorado - 7.- COLO. SPRINGS–PUEBLO Designed I:1: EDWARD M. MORRIS EIT • GEOLOGISTS 80513—J win 2 w 2 cue J.L. SPARKS 14 " NO SCALE ' 3-17-1994 • Sall ..Type: ALLUVIAL SANDY SILT . DOOM Mt 0012 MI. E.M. MORRIS in 3-21-1994 1 53' - 9' -0" I 16' -0" 28' -0" 23' -0" I 8' -H" I 21' -3" ` 1 o 20" FOOTING 0 LC _I_ e 18" FOOTING .1 GARAGF ti SLAB ON GRADE I o m P3 P4 ° N f 13' -6' 8' -0 _ FLOOR BEAM 24" X 38" c3 GARAGE LINE 2 FTG V . RASFMFNT 0 12" FOOTING SLAB ON GRADE — _ — — 22" FOOTING a — GIRDER }}I 0 P2 P1 20" FTC. G I a H' -Q: 8� -8" 0 w b 11 1E'X "� 1 — ` 16" X 68" FTG. /EXT. C G o U PAD SCHEDULE.. Z P1 = 32" X 32" X -I- ;` -1" c P2 = 34" X 34" X 1 a 4 , P3 = 38 "X38" X 1 Q P4= 44"X44 "X I 18" FOOTING FOUNDATION PLAN SCALE: 1/8" = 1' -0" • , • 3 STND. PIPE COL ASPHALT PROTECTIVE COAT aN i Vrk' R P . IPE • METAL • %1/4 SIM MIN. 3* tr,:r MEE rEt.5L FLR. PAD 3-040 SEE PLAN Lt. EA. WAY PAD BELOW FLOOR NOT TO SCALE :OVE X 60' 13" j'EXT SILL P 1-■-1 W/A.ft it! DOWEL #4O CRAWL PACE •—• "AD - #40 Elk r rn t'eall • t6 a 6'2; icg or• i SEE PLAN.1 I D S L E A E N PAD AT WALI FTG AT CRAWL SPACF NOT TO SCALE NOT TO SCALE x Iflit HOMES — BROWN RES. LINCOLN-DeVORE. INC A LOT 1, SPRUCE CT — MONUMENT CREEK SUR . BATTLEMENT MESA, CO 41 P e nv di e 1441 MOTOR STREET - 1 ..91,1---:;" LINCOLN GRAND COLORADO • State of Colorado 'N. DeVORE COLO. SPRINGS—PUEBLO ENGINEERs• Designed by EDWARD M. MORRIS OT GEOLOGISTS w • 80513—J " 1 w 2 am J.L. SPARKS lc "' AS SHOWN timt 3-17-1994 Soli Type: ALLUV/AL SANDY SJLT MCP= Mt OWL WL E.M. MORRIS In 3-21-1994 1 1 NOTES FOR METASTABLE SOILS Notes: *Dimensions should be taken from architectural plan except for foundation components. *Reinforcing to be continuous around the building as shown. Minimum lap of reinforcing) at splices - 15 ". No gaps in the reinforcing will be permitted. Use Grade 60 steel. I *Bends in reinforcing bars shall not be smaller than 6 bar diameters on the inside radius. *Stairway to basement, if any, should not be constructed as a rigid connection between I floors. *Surface drainage should be positive and rapid in directions away from the building at all points. The yard within 10' of the structure and all backfill to be sloped away from the structure at a minimum gradient of 27.. *Roof drains should be carried away from the building at least 15" past any backfill. Water shall not be allowed to stand or pond within 20 feet of the building during or after construction. Backfill shall not be flooded during or after construction. *A11 backfill shall be compacted to a minimum of 90% of the maximum Proctor density, ASTM 0 -1557. The only exception to this will be components of the peripheral drain. *Excavation should be observed to determine if soils over the building area are the same as those for which the building was designed. *Gravel pad should not be used beneath slabs unless well drained. *Do not use dry wells on site. *Foundation concrete shall have a minimum strength of 3000 psi placed with a maximum slump of 5 ". It shall be made using "Modified" Type II Cement or equal protection, with no Calcium Chloride added, *Planters, if any, should be well sealed and drained. *Reinforcing shall be observed by engineer prior to placing concrete. Structure will be reinforced as shown on plans. No changes in building loads, reinforcing or design shall be made after final inspection. *Under certain climatic conditions, such small amounts of moisture are required to caus n1lapse in the soils, that under normal rainfall conditions, moisture and consequent expansion may not reach interior foundation members, while affecting exterior foundation members. Moisture may also collect under interior portions, while not affecting the exterior portions of the structure. Movement under these conditions may well be isolated and require releveling of parts of the structure. *Refer to the soils report, for peripheral drain recommendations. *Prior to backfilling procedures, foundation walls should be allowed to cure a minimum of 7 days and be adequately supported by floor systems or other bracing. LAP L ENG N4T BAR -"\--2----#40 �4e LTHS VARY WITH DEPTH 2 -140 N \ ` 2 -0S4 z_I'°�_\_ N REINFORCING DETAIL AT STEP SILL PL • w/ A.B.'s ` , 4 FLR. FLOOR ELEV. MAY VARY HORIZ. —x€ 440 CONT. AS SHOWN #40 0 22" c/c CUNT. VERT. #40 AT 24" c/c FOR BACKFILL OVER 4' #40 DOWEL 1/2" ISOL. JOINT AT 6' c/c In 4 FLR. I 1 .1 it e PLAN FTG. AT BASEMENT WALL a." =. Win HOMES - BROWN RES. ° ` LOT 1, SPRUCE CT. - MONUMENT CREEK SUB. LINCOLN— DeVORE, INC. -, � ' BATTLEMENT MESA, CO t • je" By, � 2 v ' : � zs o t LINCOLN 1441 MOTOR STREET GRAND JCT. COLORADO *State of Colorado 's, *�, -... ..�• -,R ? - DeVORE COLD. SPRINGS- PUEBLO Designed by. EDWARD M. MORRIS EIT.1 I.'' C C?`- .41!: GEDLOGIST • 1°° s SOI�GL4'15 80513 —J 2 2 Sap Type: ALLUVIAL SANDY SILT e1A "'" J.L SPARKS In " NO SCALE ° " Q 3 -17 -1994 aaavo E.M. MORRIS 00111. M . c "" 3 -21 -1994