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HomeMy WebLinkAboutARCHIVE 639 BIRCH AVE Building Records Prior to Community Core 2018I. t..1 7 r Entry ID: 103059 ~ Name: ARCHIVE 639 BIRCH AVE Building Records Prior to Community Core ~ 2018 t Path: \Property Files\Larimer County Properties\Subdivision\HYDE PARK\639 6 BIRCH AVE\Building y 103059 omce Receivjd Date 9),rl( 3/ Copy Town of Estes Park Permit Number M- 10%,1 Y Received By k/1- Application for Miscellaneous Permit Application Expires 2,Ill,b(. Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Information & Inspection Line (970)577-3726 * FAX (970) 586-0249 * www.estes.org Permit Expires , 1-h 4~ r Job Address: (93 9 lkA-Ct¢- AVE Owner Name: 508 1 09-0 41 041:66-68- Phone: 770-69 k 70¥2 Address: 639 Ft&-012 Al/€ Fift:5 pA#c Gb EDS-/7 (Street) (City) (State) (Zip Code) Contractor/ApplicantERTL MECHANICAL Town License #: 9 7 Phone: 2-37 - /249 1773 Wildfire Rd. KARL R. ERTL Address: Estes Park, CO 80517 1773 Wildfire Rd. 970-586-0265 (Street) Estes Parki,GO 80517 (State) (Zip Code) O Long-term Residential (230 days) O Short-term Residential (< 30 days) O Commercial ~l,Replace Furnace O Gas Line C ft.) O Replace Boiler O Replace Windows 65~-Replace Hot Water Heater O Install Air Conditioning Minor Plumbing ¤ Temporary Structure Use O Minor Remodel Time Period O Fireplace Insert - circle one: Gas, Wood, Pellet; O Other Description of Work: t-4 R F«Ane- t- t\< (44.0"to- Re:,AiL 0 43 Valuation (Total Cost ofMaterial & Labor): $ 9 500 01 I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. 1 certify that I have the property owner's authority and permission to apply for this permit. Additionally, 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIA*JAP]TH THIS APPLICATION. Note: The work authorized by this permit requires the building be provided with smoke alarms complying with municipal*d;s. j<,f KARL R. ERTL Date 9-14- f FPrint Name *** Office Use Only *** Inspection Checklist: D Address Posted O Equipment Access OT&P Il Smoke Detectors O Contractors Licensed O Equipment Listed Cl Gas Pipe 0 Rough inspection , ¤ Permit Packet Available O Equipment Clearances 1 Vent ,~inal Inspection 4 /1 ~1 5/ V/- O Safe Access D Pan and Drain O Combustion Air Comments: Permit Fee: /it.25 Census # Construction Type: Occupancy: )4(01 County Tax: Building officil~ /7 V 10-t-1~1·~d« ' Date 9 ))41/0 Total: 4 ' 15. 24- **SMOKE ALARMS ARE REQUIRED 13 6 _ 1_D #IuU_-ALF- el- . 9 992 \\Strvera\comfriz:Me*\Bilitdinlgropms\Arpil€Wii*gs\Ovep theCoun Page l of l Revised 5/21/2012 - CB R 0 -17 - f-Al;...4., , -+. 4. 'r.- . . .......'.ZE , c. 1/9-1---1-r~-7.7 *ve.1-m#' TOWN OF ESTES PARK ./-/==-------- I Tf~ d~~R14 4147 Building Department //Ah'Qi- &'id.r # ' I NE 6140 7 4 1 t. 1 C APR TOWN Op.1. P£,430 - 5.. ~;~#32;'' BUILDING PERMIT 4-/0 -77 Date 633 5 1 K c- U AvE. BUILDING ADDRESS Legal Description LOT 3 ' BLot K 3 497, 21 4 HYDE.~ PARK A 6 b {1- 1 0,0 Valuation Building Permit 4 / , 44 3.34 & Plan Review /2/.53 NAME 79'082€-r y CRZOCYN 87, UER. ouler MAILING ADDRESS /2930 -PAINTER(,SH bit Certificate of Occupancy S .O 0 S 9 0 4,7.7 14. ES:r , 1-Z- . 8 5375* /,547.87 PHONE NUMBER 2/9 - /99.3 Total NAME <LUST O 44 tle-7-AA€t-I NG 4 Le /983 go. RD. 43 pa ZOK 167 beAKE , CO. 640515 ADDRESS 463- Gze, TOWN LICENSE NO- SG Z. R PHONE NUMBER E C NAME 7,0/OV)"1 ELEcTE, c Arch/Designer/Engineer . N Name KAW E vito / ; N q. E ~ ADDRESS TOWN LICENSE NO. 378 Address L ev E L,q A.. 0 4 k o . PC NAME 2*4 k n 'PE~ 2¥.O-77/N G Phone Number LO F M EAT 4 N 4 ZONING INFORMATION UN , MT ADDRESS Zoning District /~-- S BUREAU OF THE CENSUS ITEM # /0 / 8. R TOWN LICENSE NO. __-~--/--~ Front Yard Setback Type of Construction 1 FR, 11 FR, Il 1-Hr., Side Yard Setback 11 Np al! 1-Hr.; 111 N, IV HT, V 1-Hr., (~) Occupancy Group A, B, E, F, H, 1, M, QQ S, U Rear Yard Setback Division 1, 2, 2.1, (~) 4, 5, 6, 7 FLOOD PLAIN CHECK CLASS OF WORK Approved 6-·00' Disapproved New Demolish Comments Flood Zone: < Alteration Repair Addition Remove Use ot Building PA€To#LY EVI L-t b E.t-AcHEL 8 «/E££/ MG By Date 1- 9 -97 Floor Area Basement N/A 1~ 1 332.2nd Garage'#00 the above is correct and agree to comply with all Town Ordinances and i hereby acknowledge that I have read this application and state that Size of Building 29 x (8 Height ~ ¢„ State Laws, regulating building construction and zoning. Maximum Occupancy ~ Number of Families owe Permittee C.Uk-~>,K C rnA~ro-C.ALS Number of Baths ./6 -1--¥4 --!_Fuli Size of Lots // , 424 By 1-~a a.w /~2.-,1 4 Alt. e Number of Buildings NONE Number of Floors ~ No. Bedrooms o Now on Lot 34/12- R.. WL=A Building Inspector Use of Buildings Now on Lot By Certificate of Occupancy Number *~ /73 C S-1-17 The Building Department will make every effort to prevent errors in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. mor-coo =mz€O \ / C ' 167 6 Ack N Ecu <20 ACSTAUCE(OAL , r /44 - 1 ¥ 1 Ou; ACeas : - 1/ P , \ . j2©BERFT- UCIFIROLYN FYI lu-aa - 1 61.q 3 0 PA 1 Ker BPLSH .02{ve SET BACK - I - to i-27. 4$1Uw (171 lt,esr, Az_ 95325 S ET€ licic N_ \Aoj - -' ./ / 2 . le ! , , ' ~ , 9 / 19 ! t\ 41 · , ESTES PARK ALPINE HOMES INC. \ P.O. BOX 2945 : · · ESTES PARK, CO 80517 ' t ..7 ' - , 1 1-01 1 i P + 840Ck 3, Lo7-3 . ' .Hibe PARK ADb,71 ON %~ ' (639 BIRCH A® 1 1-1 , . . . . -1 -«/ --1- .:3. F-7= ,- . 1 1 9 '· 1. I. 1 1! 1 7 Ja ' i . j I. i j 1 ,<7£.-1,1 ~ ' 1 1 - A , ig' SETBACK 47 9 \R C H A VE -1 9 - -A APA. 1914 VALUATION SCHEDULE BASEMENT - UNFINISHED ......... SQ. FT. @ 1247= BASEMENT - FINISHED .......... SQ. FT. @ /636= DWELLINGS: GOOD V - MASONRY. ....... SQ. FT. @ 68.39= I33Z V - WOOD FRAME ... .#. . SQ. FT. @ 4429= 86,964. 28 GARAGE: 400 WOOD FRAME ............. SQ. FT. @ 1 7.25= 6 9 00. ao MASONRY. ............... SQ. FT. @ 1 9.20= OPEN CARPORTS. ........... SQ. FT. @ (< 66= PATIOS OR PORCHES - OPEN ....... SQ. FT. @ 10.38= PATIOS OR PORCHES - ROOFED.....2.80 SQ. FT. @ /1·¢'= 3,3 5308 OTHER 5.Ar Fft€ PCATE =R FAet..1 A,74 0~) 19 50 OTHER C A-S £#6 *SO - TOTAL < = 9' 7 -274.~A~ 33/» 1 4 4 3 0 34 LAA.IMER <h (21.3- 2 oPEN Z. PACE COF-- 5.-co - \7\\ % \AN 1 0 4 5 69.37 . /3- ' .S 6-7- LfAS*~'' 'rd N e.u COMSTAUCT-(04. - 24,/ ©LU N €2-6 1 \ . 1/ , *(D Ber 4-(AIDOLy. M 1 64-62 . 4% Al 1 2-9 3 0 ph i Bc-T BPLSH OP 'V-e- 4-,a '_* SET BAck -4- to/-2> 60'N (77 (065[-, AZ_ 95375 i g ET€ ACK 1 75:. . 1 \AOU . 1 r 1 1, . 1 . 6 4 i ESTES PARK ALPINE HOMES INC. i , 1 i--1 : : \ i P.O. BOX 2945 , ESTES PARK, CO 80517 ' i -7 1 j - $: 1. 1 1 i i i ·i 820«3, 2,073 - *. Hibe PARK ADD,770,4 t , ,1/4/ ! /1 (,39 8!RCH Avh 1 'F . f-7 = 4,: i I j ; i · i ' U E /41 SETEACk 4- Ble CH| AVE -:r 68'-0' , Il / f 20'-0' 48'-0' / KAN BUILD, INC. / Osage Clly, KS · loveland, CO 16'-3' 28'-0' 20'-0' , 3'-4' C, 0=111, R-dil,1 -d Cimm,- C.--• 1 1 1} 1 1 24' X 18' ~ THE INFORMATION ON THIS CRAWL SPACE '4 BLUEPRINT IS PROPRIETARY TO KAN BUILD, INC. ITS ACCESS 8 m 1 UNAUTHORIZED USE OR SALE IS PROHIBITED BY Im LAW. VIOLATERS WILL BE \ \ \ \ PROSECUTED I 1 1.--F i 3' SEWER CONN. - ~,P | BASE MODEL NAME 8' x 4'-0' H REINF. W/ 1/4' PER 5'-0' , J CUSTOM ~ ~ DROP FDTN 1'-0 1 1 1 DAT DROP FDTN 1'-O ~ @ GARAGE DOOR J | ~ CONC. WALL OVER / 761 PSF 1'-4' x 8' D REIC,~ DESIGN LOAD --<' FOOT SLOPE TO _~ A 1 /1 SHEET TITLE CONC. FTG, TYP. SERVICE CONN. 1 1 FOUNDATION | SCALE . 1 1 0 1/4# = 1,-0# 1 \ @ GARAGE DOOR 1 1 1 0 11 111 11/06/96 m DRAWN BY -4 TOP OF SLAB 2' BELOW TOP I J.W.W. 0 00 ~ OF FDTN WALL- | | | | CHECKED BY lili \11 1 .bED 1 \11 9/ cu - -4' , 3 -8' , 9'-0 , 4'-6' 6'-3' 6'-4" | 8'-11. / / 1 1 1 1 1- FINAL PLANS 11 1 r--1 r--1 r--1 r--1 r-7 r--1 1 1 . ON UNION LINE - 4'REINF, CONC, 1-4-------1-0-4--1-(» E-----1-6 1 ------1-»-1---1-«1----4-0-[--- 1 I . 1 T,D,T, 01/03/97 r. | SOLB-VVEOR'~06 L-_1 L_1 ~ L-N\\ L-3 L-_1 1--, 1 0-1 INITIALS / DATE BARRIER OVER 4' / 4' BELOW TOP I | 1522 PSE 12' DIA, REINF./ l (UNEXCAVATED) ~ | | DESIGN LOAD -2,-6' SQ. X 1'-0'D. REINF. CONC, PIER - OF FDTN WALL CRUSHED ROCK TYP, , CONC, FTG. TYP. 1 1 1 4 \ i-L__ • 00 1 2' SEWER CONN. | Il--Ill---lill----------I-- -1 1 FOOT SLOPE TO | 1/ 1/4' PER | I SERVICE CONN. \2' CRUSHED STONE ~ | | OVER ,006 POLY | ~ HOSE , BIBI ~ FINISH GRADE TO 11 1 BE 18' MIN, 24' O MAX, BELOW TOP 1 | OF FDTN, WAI_L~ | 11 1 1\ 1 1 1 1 -763 - PSF | / DESIGN LOAD I 1 1 , 1 \\ \ 1 1 1 1 1 1 1 0 UD 1 1 i. -------h\\ PORCH SUPPORT | t 48'-0' , 1 -2 X 6 SILL W/ I I. / SILL SEALER SILVER FA-15-7< FOUNDATION PLAN FDTN ANCHOR \ NOTES: 1/4" = 1'-0" 1, THIS DRAWING IS INTENDED TO PROVIDE OVERALL PLAN-VIEW DIMENSIONS 2 X 6 SILL W/ ONLY. PIER, FOOTING, AND FOUNDATION DETAILS ARE BASED ON ASSUMED SILL SEALER ALLOWABLE SOIL BEARING PRESSURES AND SOIL CONDITIONS AND SHOULD SILVER FA-15 N BE USED AS A GUIDE ONLY, IT SHALL BE THE FOUNDATION CONTRACTOR'S FDTN ANCHOR --4~ RESPONSIBILITY TO VERIFY ALL LOCAL SOIL CONDITIONS AND NOTIFY N KAN BUILD INC, AND ITS ENGINEERS OF ANY DIFFERING SITE CONDITIONS. ALL PIERS, FOOTINGS, FOUNDATIONS, AND OTHER ON-SITE CONSTRUCTION SHALL COMPLY STRICTLY WITH ALL APPLICABLE STATE AND LOCAL CODES, NOTE: 4444 2. SILVER FA-15 FOUNDATION ANCHOR OR EQUAL SPACED AT 8'-0' MAXIMUM THE ATTACHED OR ENCLOSED PLANS, DRAWINGS, SPECIFICATIONS, DESIGNS INTERVALS AND 2'-0' FROM CORNER TO ANCHOR. 2x6 SILL PLATE REVISIONS: ~ . AND ENGINEERING HAVE BEEN DEVELOPED BY KAN BUILD INC, SOLEY FOR AROUND PERIMETER -j= 0 (INITIALS/DATE/REVISDI PESCRIPTIN ITS USE IN PREPAIRING AND SUBMITTING CONSTRUCTION CONTRACT BIDS, 1 4 KAN BUILD INC. MAKES NO WARRANTY OF ANY KIND, INCLUDING IMPLIED 3, SEWER CONNECTIONS SHOWN ARE LOCATIONS PLUMB TO BY KAN BUILD INC, b WARRANTIES REGARDING SUCH WORK, AND ASSUMES NO LIABILITY OR BUILDING SEWER THAT ENTERS FOUNDATION BELOW BASEMENT SLAB MAY 4 RESPONSIBILITY WHATSOEVER FOR THE PROPRIETY, EFFICACY OR FITNESS OF BE ROUGHED IN AT THESE LOCATIONS, BUILDING SEWER THAT ENTERS --r SUCH WORK WHEN USED BY ANY OTHER PARTY FOR ANY PURPOSE, EXCEPT WHEN ABOVE BASEMENT SLAB SHALL BE EXTENDED BELOW FLOOR FROM THESE COVERED BY KAN BUILD INC,'S WARRANTIES ACCOMPANYING ITS OWN LOCATIONS TO BUILDING SEWER. 2'-6' A , CONTRACTS FOR SUCCESSFUL ACCEPTED BIDS, 2 X 4 KEYWAY 7 4. FOR CRAWL SPACE FOUNDATIONS, INSTALL FOUNDATION VENTS TO PROVIDE VENTING PER UBC 1988 SEC, 2516<c)-6, TYP. PIER DETAIL 1\2'=1'-0' 5, DESIGN LOADS 00 . DEAD LOAD - ACTUAL MATERIAL WEIGHT FLOOR LOAD - 40 PSF ROOF LOAD - 40 PSF PR0JECT NUMBER 1'-4' WIND LOAD - 20 PSF .. C962376 ~ SOIL BEARING CAP, -2,500 PSF TYP. 4' FOUNDATION SECTION 1\2'=1'-0' ' JAN 2 3 1997 COMMUNITY DEVELOPMENT 4 DEPARTMENT DRAWING NUMBER 2/I 01-,EI £6/20/IO VAP S]INVA f i I / 48'-0' 20'-0' 1% nu 13'-1" 12'-3' 5'-6' -- 4'-8" 6'-10' , '2-9 / L / / /KAN BUILD, INC. 1 1 1 1 1 1 1 1 Osage City, KS · Lovelond, CO r 1 -1. 17'-10' ,2'-2' 0 -/ 14'-11' , 13'-6' , 13'-0" , I t lilli THE INFORMATION ON THIS BLUEPRINT IS PROPRIETARY TO KAN BUILD, INC. ITS UNAUTHORIZED USE OR SALE IS PROHIBITED BY LAW. VIOLATERS WILL BE A3050 A3050 A2030 PROSECUTED 1 ROD 1. 1 1 1 0 1 \ COMMON HOUSE/GARAGE ~ 1 :b BASE MODEL NAME Yo' _L ' 1 SHELF WALL AND CEILING --1 ARE 5/8' TYPE 'X' mal i.. CUSTOM 1 GYP. BOARD - 3 SHEET TITLE 6 FLOOR PLAN BEDROOM #3 1 r BEDROOM #2 BATH C)El<~I BATH #1 - ' - 9 SCALE .\ 1 11'-11' X 9'-3' I b \ 12'-3' X 9'-3' 1 0 (u b > 1 a CLOSET --4 m /0 XI-1 m JA _ |N 1/4" = 1'-0" 0 - 0 DATE 1 Cd IN@ 1 1 ./ 1 * OJ 1- m 11/05/96 0 11 A l' 1 DRAWN BY 1 A h - 4 SHLVS / / 1. / 2/6 1 / 2/4 1 Na'2. -i- --1- --3 J.W,W, 1 ROD ~ GARAGE \ 11 1 2/6 ~ 9 LINEN CJ 7 1 1.--1 1 SHELF 1 CHECKED BY I \ ~/6 / \ PB | 20' x 20' r - -1 .3 Ng@ZZ. 0 + 10 IJ 0 -> /0 J | 1 1 1 10 X .-1 U 3 & 41 FINAL PLANS 597 m 1 co > '* \31 r--71 - L - -4 UTIUTY n 1 18\ 41 -- ' - 4 4 ' T,D,-T, 01/03/97 \ 4 J I 'WXT . 4 7 1 ------ P 1-------------- 2 - I r -D- 7 r -7-1 h CU INITIALS / DATE 0 1 1 14/ \31 il li I IL_ -11 ~ ~E~7~ (23 2 0 h W3030 W3030 /C\\1 - m m E .0, (> 1 1 L--JL--1 v v a 2- - 1 co 30 W3015 W1830 W3615 F -1 90 W12 92 + ~ 818 REF - 4- - BEDROOM #1 \ \ 1 ~ GREAT ROOM 14'-4' X 13'-4' A3050 0 - KITCHEN 19'-10' X 17'-2' 0 11'-1' X 10'-3" VAULTED CEILING VAULTED CEILING i _ NO SOFFITS 10'-04' 10'-0' 1 1 1 g 1 JU 6 4 4 44 \ DW - - e 1 3 L•i SB36 ® e DO . R v 73030 W3030 < 3/0 1~ : 1 . \\\ I lili 1 \\\ A3)30 APE050 A3050 4 -4444 7'-0' 10'-2' 7'-7' 6'-8' 0 161 -1. / A / VO 33'-2" , 14'-10' , 1 1 1 1 6' PORCH BY OTHERS 1-1 n r 4 68'-0' 1 1 iN Ch CLI 0 0 FLOOR PLAN DOOR SCHEDULE ) 1/4' = 1'-0" 1328 SQ. FT, 4444 LABEL SIZE DESCRIPTION REMARKS REVISIONS: ~ 1/6 1'-6'><6'-8' 1 3/8' HOLLOW CORE DOOR HINGED 2/0 2'-0'x6'-8' 1 3/8' HOLLOW CORE DOOR HINGED (WITIALS/DATESIVISDI I]ESCRD>11}0 SINGLE HUNG WINDOW SCHEDULE 2/4 2'-4"*6'-8' 1 3/8' HOLLOW CORE DOOR HINGED 2/6 LABEL EGRESS 2'-6'x6'-8' 1 3/8' HOLLOW CORE DOOR HINGED GLASS LIGHT VENT REMARKS 4/0 BI 4)1'-0'x6'-8' 1 3/8' HOLLOW CORE DOOR BI-FOLD A2030 19,5x14.75 3.99 SQ. FT. 2.06 SQ. FT. NA SINGLE WINDOW A3030 31,5x14.75 6.45 SQ. FT. 3.33 SQ. FT, NA SINGLE WINDOW 5/0 BI 4)1'-3'x6'-8' 1 3/8' HOLLOW CORE DOOR BI-FOLD NA A3040 31.5x20,75 9,08 SQ. FT. 4,65 SQ. FT. SINGLE WINDOW 6/0 BI 4)1'-6'x6'-8' 1 3/8' HOLLOW CORE DOOR BI-FOLD A1650 13,5*26.75 4,97 SQ. FT. 2.55 SQ. FT NA SINGLE WINDOW 3/0 3'-0'x6'-8' EXT, STEEL / INSULATED HINGED A2050 19.5x26.75 7,24 SQ. FT, 3,69 SQ. FT, NA SINGLE WINDOW 6/0 PATIO 2)3'-0'x6'-8' ALUMINUM W/ INSUL. GLASS SLIDING A3050 31,5x26.75 11,7 SQ. FT 5,96 SQ. FT, 5,96 SQ. FT, SINGLE WINDOW A3060 31,5x32.75 14,33 SQ. FT, 7,27 SQ. FT. 7,27 SQ. FT. SINGLE WINDOW 6/0 TERRACE 2>3'-0'x6'-8' CLAD WOOD W/ INSUL. GLASS HINGED AP5050 56.25*56.25 21.97 SQ. FT. NA NA PICTURE WINDOW PROJECT NUMBER C962376 A2 DRAWING NUMBER 10'-0" d01 .I9 20'-0" 16X7 OHD ~ 20 -11~&,>~~~~,,-C- 09087 .OI-,EI B48 B27 2-,L BREAKFAST BAR 211 KAN BUILD, INC. Osage Cily, KS · loveland, CO O,111, Id-W -d Ce~,n-1 ¢-willN, THE INFORMATION ON THIS BLUEPRINT IS PROPRIETARY TO KAN BUILD, INC. ITS UNAUTHORIZED USE OR SALE IS PROHIBITED BY f PROSECUTED CONTINUOUS ~ CUSTOM ~ ~- RIDGE VENT ~ SHEET TITLE ~ ~ F, EIZEI&>fETEION ~ 1 x 6 CEDAR RAKE BOARD ~ SCALE ~ 12 4- 12 -DATE ~ DRAWN BY ~ 1 CHECKED BY 18' 0,H 2 X 4 ~INAL PLANS~~ CORNER BOARD - PINE LOG FIT,0-1/03/9-71 SIDING ~ INITIALS / DATE ~ NOTE: 4,43 SQ, FT. OF NET FREE ATTIC VENT LEFT ELEVATION 1/4" = 1'-0, FLASHING OVER WINDOWS AND DOORS TYP, SHEATHING, FLASHING, 15# FELT WATERPROOF UNDERLAYMENL ASPHALT SHINGLES, TYP. 1 X 6 CEDAR FASCIA BOARD h ON CEILING j eli 2" O.H. 0 0 CORNER b <E BOARD SIDING 00 PINE LOG 1 1 4444 - REVISIONS: ~ . FIN IS ~-1 ~ (INITIALS/DATE~EVISDI BESCRIPTHID GRADE FINISHED FLOOR 6' x 48' PORCH BY OTHERS TOP OF FOUNDATION 1 2 X 4 WINDOW TRIM FRONT ELEVATION 1/4' = 1'-0" PROJECTNUMBER | c962371__| 1 DRAWING NUMME--1 .=EIZ~~h KAN BUILD, INC. 030, City, KS · Loveland, CO *,IHI, R....1,1 -d C,I'...1,1 C.'.*-11.I THE INFORMATION ON THIS BLUEPRINT IS PROPRIETARY TO KAN BUILD, INC. ITS UNAUTHORIZED USE OR SALE IS PROHIBITED BY LAW.VIOLATERSVILLDE PROSECUTED CONTINUOUS ~- CUSTOM ~ ROOF VENT ~ SHEET TITLE ~ -- 1 x6 CEDAR ~ R. ELEVATION ~ RAKE BOARD ~ SCALE ~ 2 ~ DATE ~ 12 -4 ~ 11/06/96 ~ ~ DRAWN BY ~ J,W,W, I 1 CHECKED BY 8' 0.H. 2%4 CORNER BOARD FINAL-PLANS-1 PINE LOG ~ INITIALS / DATE ~ SIDING FINISH GRADE ~ - RIGHT ELEVATION . ~ 1/4' = 1'-0 NOTE: FLASHING OVER WINDOWS AND DOORS TYP. SHEATHING, FLASHING, 15# FELT, WATERPROOF UNDERLAYMENT, ASPHALT SHINGLES, TYP. 1 X 6 CEDAR FASCIA BOARD h CA OJ 0 SIDING 2 X 4 0 CORNER PINE LOG BOARD ~ 01 <[ 3 4444 REVISIONS: ~ FINISH GRADE El Ul 1 2 X 4 WINDOW TRIM REAR ELEVATION PROJECTNUMBER 1/4' = 1'-0 1 ~~--~ ~ DRAWING NUMBER _-~ j . . UNION LINE //»1 1/2' DIA. BOLT ' @ 4'-0' 0,C. n ENGINEERED TRUSS KAN BUILD, INC. \ @ 2'-0' O.C. O*0 --- Osage City, KS • Loveland, CO Qually R•sld•nital ond Commercial Comlruction SILVER RT-4 RAFTER TIE CONTINUOU 2)2x6 @ 4'-0' 0.C. RIDGE VENT RIDGE BEAM ENGINEERED TRUSS THE INFORMATION ON THIS «sle @2'-0' O.C.n BLUEPRINT IS PROPRIL IARY TO KAN BUrt D, INC. ITS UNAUTHORIZED USE OR SALE IS PROHIBITED BY ·7/16' ROOF LAW. VIOLATERS WILL BE -..- PROSECUTED SHEATHING - 1 £ 4#0 1 1 2x6 f WALL / V \4 MODEL: / 6-,0/-9 CAPit,01- SPACS 12 TITLE: CROSS SECTION ~L 1/2' DIA. BOLT ASPHALT SHINGLES @ 4'-0' O.C. ~VARIES TRUSS TIE DOWN 15# FELT SCALE: 1' = 1'-0' ROOF CONNECTION 1/2' = 1'-0' 1' = 1'-0' DATE: 2/17/93 ENGINEERED 1/2' BOLTS @ DRAWN BY: M.L.P. TRUSSES @ 4'-0' O.C. TOP 2'-0' O,C. · & BOTTOM-~ . CHECKED BY: SHEET OF *< FINISH FASCIA r-UNION CONTINUOUS / BEAM 2x6 SUBFASCIA JOB NO. W 1/2' x 6' METAL DRIP .El 8* I . EDGE - 91\ 1 2)2x2 TOP-**'~~ INSULATION -i W/ GYPSUM BOND PLATES j' SNOW LOAD UP R-38 BATT / ~- 5/8' GYP BOARD 2)2x6 TOP/ PLATES- 1 FRAMING 2000 ADHESIVE ANCHOR @ TO 40 LBS 4'-0' O.C. ~-lx BLOCK 3/8' AC PLYWD / SOFFIT W/ 8'x14' / SOFFIT VENT ~ SPACED EVENLY /-2x4 FLAT @ 0/ 16' 0.0 2x6 @ ' R-19 BATT ~~ 16' 0.C. ~ INSULATION 00 1/2' GYP. BOARD ,/ El LIED & NAILED - 5/8' GYP. BOARD ~ ~~~- GLUED & NAILED -- - 4'x9' PANEL 1 1 /~SIDING 1 I r- 23/32' T&G FLOOR ENGINEERED SHEATHING, GLUED 1/2' BOLTS @ r- 2x2 SOLE 2x6 SOLE FLOOR TRUSSES 8'-0' O.C. -7 ~0/ PLATE & NAILED -- 2)2x12 RIM PLATE @ 2'-0' 0.C. - 1 99«P/t//r / JOISTS 252 \ \ -FINISH '42 \ /'~~-SILVER FA-15 FRAMING ANCHOR FRAMING ANCHOR ~ ' ~~ . z GRADE 2x6 SILL W/ / ~- @ 8'-0' O.C. AND 2'-0' FROM 00$. 52 ~-2x6 SILL W/ 2 § @4'-0' O.C. - SILL SEALER-/ , CORNER TO ANCHOR SILL SEALER E 1 „ 2' CRUSHED STONE OVER / 1 80 4 2' RIDGID REVISIONS: ~ INSULATION -- .006 POLY-VAPOR BARRIER FINISH GRADE ' ~««\63<49 3,9*·49 11=41 11 1 <LTR./INITIALS/DATE) 4)#4 REINF. BARS-- 3*4%*&&4 -I 1- *»»5%5¢0*5& --84<4'-0'H. #3 TIES e 12' 0.C.-~~ REINF. CONC. WALL **%39*>96% . 2~BfE 21 2x4 KEYWAY-- OVER 1'-4'x8'D. \ ~~ ~~-L~E~ 22~x REINF. CONC. FTG. 2'-6' SQ.xl'-0'D. 3)#4 REINF. BARS &2 & REINF. CONC. FTG. EACH WAY -1 0*2*3% . **E a ¢10-71 \>. UNDISTURBED SOIL --691.4£151 42@* ./ - Ll ~, 1'-4' ~|~ 2'-6' ./ 5%*20*>Ay>» ~ / A /-- 2*6 WALL ' ~ F 1 - ENGINEERED CROSS SECTION r- ENGINEERED 1/2' DIA. BOLT \ TRUSS @ TRUSS @ 2'-0' O.C. 1/2" = 1'-0' @ 8'-0' O.C.n \ 2'-0' O.C. ive Ek 341 1 SILVER RT-4 RAFTER TIE e 4'- 0' 0.C. V X 4)2x12 ~ JOISTS--r ~~* UNION LINE ~- F DTN. ANCHOR MODULE TIE DOWN BOX CONNECTION ~* 1' = 1'-0' 1' = 1'-0' I KAN BUILD, INC. Osag. City, KS · Loveland, CO ** loillil,1 * Cemmi- Col-¥40• # 9 . THE INFORMATION ON THIS BLUEPRINT IS PROPRIETARY TO KAN BUILD, INC. ITS GFu/WP UNAUTHORIZED USE OR SALE IS PROHIBITED BY LAW. VIOLATERS WILL BE A3050 A3050 A2030 PROSECUTED 1 0 :1 6 i v 3/0 /-- . _~ ~ 9 #7 -3 BATH #2 1 1 1 1 1 1 --- BASE MODEL NAME #8 - ~ -#12~ 1 CUSTOM Ex/ SHOWER-\ ~--#12 I #9 #8 SHEET TITLE BEDROOM #3 1 BEDROOM #2 BATH #1 _0 | ELECTRICAL 1 1 r #7 #7 \CU SCALE 7- 1 1/4, = 1'-0, 1\ 1 2 41 91-1 DATE 0 --4 \\ C /140 4 9%14 1 -91 \ m 1 \41 GV 01/02/97 1 # 8 91 #4 1 1 GARAGE 1 #9- / #12 ~ ~- 1 I #12 . DRAWN BY #12 I =auirt- 1 #10 f 4 44 /91 1 ~ cw.~ ~ f~~ G ) 3115 \~~~~~~D ------- 1 JWA d 2/6 lid w 1 1, \ n WI CHECKED BY 4-#2 - PB 4 /1-114 #4 ~___~1/6 ) 94. F-~tr~ .il #4-~tfgS/;21 # 5 - 41 -5/ 4 1 IJ #12--·~ '12.E>< # #6- Z M f UTILFTY Ng_ \? 1 1 #12 E FINAL PLANS r ==2[ cu---2412--9 p 93 ..j~~=~'-·=-=a.-z-u_z_z_z~~~------- ~ 2 - T,D,T, 01/03/97 1% , 441 = I- V 1 0XXj r --D- 3 r . 1 14/1111/ i g-#03 g~ox71 « ~011 4 0 INITIALS / DATE I #9 lyL_ 3 e= L WO JIL *F>4# 19&11 ky #3 #5 - A &@> z (Hw J -\«_J- 7 s »-, #6 0 \ fe] a.1 1 -#4 GU - #4- - #9 - 0 tA R 26 1 1 15,#4 [19 GREAT ROOM #6 - #3-~0 0- B18 REF \ __r 4 9 # 3 -#5 - 1, Il ox -- A3050 #5 - 1&? . g #9 -7 -1 0 &-- #2 -#6 02 47 3FI GFI41/ I m #3 - 1 - GFI/-1-j 1 #2 - h | BEDROOM #1 g . .. KITCHEN - P 0 1 h - - "01 #6 i3 GFI 4-4 | GFI #2 .4 #2 -7-ik\34 ~ 1 sB36 % Al, r--#6 #5 A / G -iR 9© GKM,9 ~ f fl~1)- '44 4 60- Q f 3/5 - ZA n , 11 1 A3050 1 1 i K 2 4%30 W AP5050 #2 4 #2 #2 1Alk-®/~ GF*WP 1- #2 -j 4 14<4 ' PANEL SCHEDULE 200 AMP. ELECTRICAL NOTES CIRCUIT WIRE SIZE CIRCUIT DESCRIP. CIRCUIT WIRE SIZE CIRCUIT DESCRIP. ® WIRE FOR MICROWAVE IN LIEU OF RANGE HOOD lA 1P20A 12-3 DISHWASHER 2 1P20A 12-2 KIT A 18 1P20A - DISPOSAL/LIGHTS 4 1P15A 14-2 GEN. LIGHTS ® DOORBELL TRANSFORMER 3 1P20A 12-2 KIT B 6 1P20A 12-2 BEDROOM #1 USE 1996 NEC 5 1P20A 12-2 GREAT ROOM 8 1P20A 12-2 BEDROOM #3 7 1P20A 12-2 BEDROOM #2 10 1P20A 12-2 LAUNDRY 9 1P20A 12-2 GARAGE 12 1P15A 14-2 GEN, LIGHTS 111P20A 12-2 FURNACE 14 2P50A 6-3 RANGE ELECTRCIAL FLOOR PLAN 13 2P30A 10-3 DRYER .. I ' 1/4" = 1'-0" 15 1P20A 12-2 BATH REVISIONS: ~ (DITIALS/DATEA€VISDI ISCROPTI[ND PROJECT NUMBER C962376 El DRAWING NUMBER . 16X7 0HD 06087 2 %13\ KAN BUILD, INC. . 0509. aly, KS · Lovelond, CO 01* 1.11-11.1 -d ¢,Ii.-111 ¢0,-wili. THE INFORMATION ON THIS BLUEPRINT IS PROPRIETARY TO KAN BUILD, INC. ITS UNAUTHORIZED USE OR SALE IS PROHIBITED BY LAW. VIOLATERS WILL BE A3050 A3050 A2030 PROSECUTED 1 1 1 1 1 1 1 - . ; 1 -1 3/0 ,,4--- 4 X 10 4 X 10 I || 4 X 10 4 X 13 1 1 1 ~01,1 04 --7 BASE MODEL NAME -1 (7 <125) -\ m (7 (75) El 1 eg-7 El 1 3/'- 1 CUSTOM | | / 48' SHOWER \ n s (50) | SHEET TITLE 1 1 HVAC PLAN 1 BEDROOM #3 1 r BEDROOM #2 BATH U EL BATH #1 -~* SCALE 1 >1 1 1/4' = 1'-0" 1 /0 -m - \ 1.\ /- - (25) -- 1 -2 DATE Ii- -- i i Quk VS>- - , 1--\ Ex~>~ + / / / -- - 1 01/02/97 1 / ze) / -- 1 / -Al 3 I / 1 / / ./ // - /\~ ~ ~ 2*- DRAWN BY JWA 1 1 ~ Ngl&2:Z, H-~1 ~~ D 1 1,4#A \ 2/6 L L , J 2 6 4 « 14x8 RA _/ 2/4 4 IL---1 j .4 CHECKED BY GARAGE . 1 -1 ./ 1 \\ \ 1 3 1 \ 1/6 V 1 PB U.-T-1=1 \ /br O / Z 24x8 RET AIR r==-'Ii--rio ><7 // 4 Ill\ 4 1 (50> . 1 \ 4 / 6 3 /1-1 aol ~19.1-| . O / 0 i i /: 2 - 7 * \31 1 FINAL PLANS h C N m G 1/ UND 1 - 1 1 I. ./ r. (Y) m A r--1 - m L --9 UTILITY I-11 .4 / P , U - 8.vt' -=- --- ---- L- T,D.T, 01/03/97 - 7/ | F-8--lf-7-7 1 1 INITIALS / DATE 0 1 11 I r-2-71 <7 \ 0 1 12- --11 1 11 1 1/fi\1 (21/J n // 21. 1 f W3030 W3030 \ .1 (100) L__JL__J - L,-/ / ~ ~ U 1 4. -03--=7 D - A 30 x o r /-* GREAT ROOM W3015 71830 WJ615 / / 1 -Ed 3 10 712 0 A/ A n ~ 0 0 59 REF - 2 3 BEDROOM #1 0 11 ~16' INS, >< ~ .-I A3050 0 . LU 26' X 6' I.D. X 8'-0' 20' X 6' I.D. X 8'-0' 16' X 6' LD, X 8'-0' 4 m / om (75) (U - FIBERGLASS DUCTBOARD FIBERGLASS DUCTBOARD FIBERGLASS DUCTBOARD 6- 1- 'h m KITCHEN O - D 1- 0 0 h | (75) 91 0 1 0 9 D m \~6' INS, DUCT *i- 16 - I IllS.) CT u 0 9 u0 Z Z - *b z _ 1 - . 20 - -%6 JDW / S836 4- 1 LE /~~~\ A W 3030 W3030 49[0 C l,Pd) Z (125) (125)4~10 4~0 (100> 4440 (100> 11 1 X 10 ~~ 3/0 1~ · i ' A3050 A3030 AP5050 ' 44'4 4 1 HVAC FLOOR PLAN 1/4" = 1'-0" . 1 4444 44 0~=--w UNKJ-1//-- --1/,F-- 2-9.a.1L EQUIPMENT SCHEDULE REVISIONS: ~ (DITIALS/NTE/REVISIN IESCRIPTI[ND ' RETURN-AIR FLEX- li = 1 OUTPUT DESCRIPTION , IN ATTIC AREA MODEL \ SOFFIT TOFL-, I HEAT COOLING . OF CLOSET I -COMBUSTION-AIR 58ZAV096-1-12 75,000 B,T,U. 80% DOWNFLOW FURNACE 10 SEER CONDENSING UNI HH07AT213 THERMOSTAT KGASB0201 ALL DOWN FLOW BASE PROJECT NUMBER - C962376 11___ M1 DRAWING NUMBER 16*7 OHD 20 MIN LISTED A OLOEV W 730 ~ ELECTRICAL LEGEND ELECTRICAL NOTES: DWV PLUMBING PARTS LIST KAN BUILD, INC. Osage City, KS · Loveland, CO SYMBOL DESCRIPTION 1. CABLE TYPE: NON-METALIC CONDUCTOR TYPE COPPER 1 1 1/2' PVC PIPE 41 1 1/2' 90d ELL Quality 80:Identiol ond Commerciol Comin,elton DUPLEX RECEPTACLE WITH GROUND 2 2' PVC PIPE 42 1 1/2' 90d STREET ELL SWITCHED DUPLEX RECEPTACLE 2, SERVICE AS PER PANEL SCHEDULE. 3 3' PVC PIPE 43 2' 90d ELL BLUEPRINT IS PROPRIETARY THE INFORMATION ON THIS TO KAN BJILD, INC. ITS 0 GROUND FAULT RECEPTACLE 4 1 1/2' COUPLING 44 2' 90d STREET ELL UNAUTHORIZED USE OR 3. GROUND FAULT: USED IN BATH, KITCHEN, GARAGE , SALE IS PROHIBITED BY WATER PROOF GFI RECEPTACLE & EXTERIOR 5 2' COUPLING 45 3' 90d STREET ELL LAW. VIOLATERS WIll BE PRESECUTED 240 RECEPTACLE (RANGE/DRYER) 6 3' COUPLING 46 1 1/2' 45d STREET ELL 4. WIRE SIZE: 18-2 FOR CHIMES AND DOOR PUSH BUTTON CEILING FIXTURE 11-2 USED IN KITCHEN/DINING RECEPTS, 7 2'>< 1 1/2'' REDUCING BUSHING .47 2' 45d STREET ELL MODEL: KEYLESS CEILING FIXTURE AND DISPOSAL 8 3'x 2' REDUCING BUSHING 48 3' 45d STREET ELL 12-3 USED FOR ELECTRIC 3-WAY SWITCH TITLE, LEGEND PULLCORD FIXTURE 9 3' ROOF FLASHING 49 1 1/2' LTTY AND SMOKE ALARM RECESSED FIXTURE 10-3 USED FOR CLOTHES DRYERS, WATER 10 4'x 3' CLOSET FLANGE 50 1 1/2' FLEX COUPLING SCALE: HEATER, AIR CONDITIONER FAN/LIGHT COMBINATION 12 1 1/2' XLS 90d ELL 51 2' FLEX COUPLING DATE, 3/95 6-2 USED FOR ELECTRIC RANGE, ELECTRIC WALL MOUNT FIXTURE FURNACE 12 2' XLS 90d ELL 52 3'FLEX COUPLING DRAWN BY: M.L.P. c FLOURESCENT FIXTURE 13 3' XLS 90d ELL 53 5. MAIN PANEL: 200 AMP CHECKED BY: SINGLE POLE SWITCHED 14 3' 90d ELL 54 3'x 1 1/2' REDUCING BUSHING - TWO WAY SWITCH 6, MAIN PROTECTIVE DEVICE: 200 AMP 2 POLE BREAKERS 15 1 1/2' 45d ELL 55 SHEET OF THREE WAY SWITCH 7, TESTING PROCEDURE: PER NEC Wi# 199 3 JOB NO. 16 2' 45d ELL 56 2' ROOF FLASHING FOUR WAY SWITCH 17 3' 45d ELL 57 DISHWASHER HLJK-UP 8.BRANCH PROTECTIVE DEVICE: 20A TO 60A BREAKERS TIMER 18 2'x 2'x 2' LTTY 58 1 1/2' ROOF FLASHING DIMMER SWITCH 9. SWITCHED FEED WIRE FOR LIGHTS OVER STAIRS, 19 3-x 3'x 3' LTTY 59 3' CLEANOUT FITTING -- -Il - THERMOSTAT SECOND FLOOR, AND BASEMENT INSTALLED IN PLANT. 20 3' DOUBLE SANITARY 60 3' PLUG ./Ill.Il - LIGHT FIXTURE FOR BASEMENT INSTALLED IN FIELD. RANGE HOOD/BATH FAN 21 3'x 3"x 2'x 2' SANITARY TEE 61 2' PLUG SMOKE ALARM 10. SMOKE DETECTOR WILL BE LOCATED IN BASEMENT 22 1 1/2' SANITARY TEE 62 1 1/2' PLUG WITH SOUNDING DEVICE NEAR SLEEPING AREA. CHIMES 23 2' SANITAR f TEE 63 1 1/2' TRAP ADAPTOR DOOR BELL 24 3' SANITARY TEE 64 34< 3'x 2' LTTY TELEPHONE JACK PLUMBING NOTES: 25 3'x 3'x 2'x 2' WYE 65 2'x 1 1/25<1 1/24< 1 1/2' DBL. FXTR. CABLE TELEVISION JACK 26 1 1/2' CLEANOUT FITTING 66 . £*2 PANEL BOX 1, ALL DRAINAGE PIPE P.V,C. SCHEDULE AC UNLESS 27 3'x 3'x 2' SANITARY TEE 67 3' DOUBLE 45d WYE ALL HUB - -#- 2 CONDUCTOR OTHERWISE NOTED 28 2' DOUBLE SANITARY TEE 68 |1| 3 CONDUCTOR 2, P.V.C. HORIZONTAL PIPE SUPPORTS AT 4'-0' O.C. 29 69 Cl MC. AIR CONDITIONER DISCONNECT MAXIMUM FOR y DIA. PIPE, 3'-0' O.C. MAXIMUM FOR 30 1 1/2' P-TRAP 70 4' PVC PIPE .' 2' DIA. PIPE OR SMALLER , 31 2' P-TRAP 71 44*4"*2' 45° WYE ALL MVe) + : + B/PC BASEMENT PULLCHORD FIXTURE & 9 (6; BASEMENT SMOKEALARM 3. ROOF STACKS TO BE 6' MIN. ABOVE ROOF PLANE. 32 TUB OVERFLOW 72 44< 4'x 2' SANITARY TEE 2'x 4' BOX LIGHT 33= 1 1/2' CONTINUOS WASTE 73 4'x 3' REDUCING BUSHING 4. ALL COPPER TYPE '* UNLESS OTHERWISE NOTED 122~ EMERGENCY LIGHT 34· 34< 34< 2' WYE 74 4' 90d ELL 5. STRAPPING 3/4' WIDE MINIMUM. 35 2' CLEANOUT FITTING 75 4' WYE ERm EXIT LIGHI 45 HEAT DE1 ECTOR 6. ALL CONNECTIONS AND MATERIALS BELOW GROUND FLOOR 36 1 1/24< 45d WYE ALL HUB 76 4' ROOF FLASHING ® PULL STATION ARE TO BE COMPLETED ON SITE. 37 77 4 ' *4' x 3' iTTY | 92 FIRE ALARM CONTROL PANEL 7, PIPING AND FITTINGS FOR CONNECTIONS BETWEEN 38 2' 45d WYE ALL HUB 78 FIRST FLOOR/ SECOND FLOOR, 2ND FLR/ROOF ARE 39 3' 45d WYE ALL HUB 79 REVISIONS: ~ Sl IPPLIED AND INSTALLED BY HEARTLAND HOMES. 40 2' DOUBLE 45d WYE ALL HUB 80 CLTRJINITIALS/DATE) j L.0.5. 1/95 A Fil.-9 & / 95' ILLINOIS ADMIN. CODE (SECT. 890) ILLINOIS PLUMBING REQUIREMENTS DISTANCE OF FIXTURE FROM VENT WATER SUPPLY PLUMBING LEGEND 1. VENTS THRU ROOF TO BE MIN. DIA OF 3' SIZE OF FIXTURE DISTANCE OF TRAP AND TERMINATE @ LEAST 12' ABOVE ROOF. DRAIN TO VENT A 1/2' PIPE N 2. VENT TERMINAL SHALL BE MADE WATERTIGHT B 3/4' PIPE 0 1 1/4' 2 FT. 6 IN, . WITH ROOF BY PROPER FLASHING p C KITCHEN SINK MIXING VALVE 1 1/2' 3 FT. 6 IN. 3. AS PER I.P.C. SECT. 890.1720(G,H,I) HORIZONTAL. D TUB & SHOWER VALVE Q 2' 4 FT. R DRAIN PIPE SHALL BE INSTALLED WITH THE L VANITY MIXING VALVE 3' 5 FT. FOLLOWING SLOPES. F- 1/2' STOP VALVE S 1/2' BOILER DRAIN VALVE 4' 6 FT. PIPE SIZE MINIMUM SLOPE G 3/4' STOP VALVE T WASHER BOX 3' OR SMALLER 1/4' PER FOOT H T&P RELIEF VALVE U LARGER THAN 3" 1/8' PER FOOT I TUB VALVE V . MIN. VELOCITY WHERE CONDITIONS PREVENT REQ'D J HOSE BIB <SILL COCK) V MINIMUM SLOPES SHALL BE A COMPUTED VELOCITY K DISPOSAL CONNECTION GREATER THAN 2 FPS WILL BE ACCEPTABLE L SHOWER MIXING VALVE ' - M OVERFLOW PIPE Z 4. CLEANOUTS PER IPC SECT 890,740(10) : K.. '" ./ .,i·Ul · ..·2.,21·a,J#.2'...4~.~4:·.0~2:*L€i~·406;4· .: '*p.. m. - - '. /.- ....#I.-j .I / ')/).' . : - V // I' .A*A* .:1'/~;'I J'- 0.®F1©®® CF)-F) 2 J/~ry) 0 002*0 +QFP@9 1 44«444 - U.I. ~ 41:41 TOWN OF ESTES PARK „ 9%\Ap BUILDING DEPARTMENT - 4, , i V. i 1//.L. N - - -».1~1 - / 0 Estes Park, Colorado 80517 " 16--11. Nfl 1736 NO. CERTIFICATE OF OCCUPANCY This is to certify that the Fictory Built Detached Dwelliny I n ERECTED ON Lot No. Block No. Addition Hyde. 9 '· Addit L '- Street 639 Birch Avenue Mailing Address 639 Birch Avenue. Ester Park. CO 80517 Architect Kan Build. Inc. Contractor CuC 1-01 Cor,tru' r i re LAC Building Permit No. ·5' ' p £4, Zoning 4-0 Occ. Gr. R -- 7 has been inspected and the following occupancy thereof is hereby authorized: MaXimum Allowable Occupancies Floor Loads, Lbs. Per Sq. Ft. Basement 1st Floor k-3 2nd Floor Roof £ ,4 1 7,6 »,16 5-1-97 Date -1 Building Inspector P. O Box 1200 Telephone (303) 586-5331