The URL can be used to link to this page

Home My WebLink About740 and 742 BLACK CANYON DRÂ·4'.SPEK-- - , 1 . 993&' 17. ~ il,E. . - i + 741 40 4-1 Bl aÂ»142 L.4*4 510 k. Or r ve- 1 7 ------7 - -,- ~1 Pol 5-6-09 Recelved Date 4.14.Â©4 Town of Estes Park Permit Number 7575 , Received By 1.5. Application for Building Permit 7-0 cuM Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 COPy General Information (970) 577-3731 â€¢ Inspection Line (970) 577-3731 0 FAX (970)586-0249 1 I Job Address: 740 + 74A BLACK CAw 90 0 DK. Lot Size: 0.7 5 sfac 4 Lot:62,Block: Subdivision: STAWLEN? WILL.5 Fq D Parcel #: 25/73/0621 Owner Name: Roy + H :CHELe -IOH,J 500 Phone: 970- 584 - 3168 Address: 363 l)iâ‚¬Gto]A Delog ~STEZ> ~Aâ‚¬te Co/o 80511 (Street) (City) (State) (Zip Code) Contractor/Applicant: 33H â€¢0:5023 COBSTR.oalnÂ© Town License #: 268 Phone: 970Â·- 427 -76Â£13 Address: 363 l.)1â‚¬(,tuiA DR. ~STE:> ~ARK Co/o 805 17 (Street) (City) (State) (Zip Code) ER Residential Â¤ Non-Residential NNew Building OAlteration OAddition Proposed Existing Building Construction Occupancy %-\ Occupant slF Use: Dupi-Ex GOOo Use: Height: 07 ft. Type: FRAME GroupÂ· Load: Number of Number of Number of Number of Number of Units: Q Kitchens: 4 Stories: A- Bedrooms: ~ Bathrooms: Full- ~ 3/4- 1/2- 0 Fireplace?A (R Logs? Type of Heat A/C Electric Service: # Meters Q Electric: Overhead Water Meter Y N #_1&- G N 4iD Electric Y g) Size: /50 AmpE. femp Meter Â¢ N Meters Q Qnderounl' Size 74 inch # 2_ 10> - 4 Garage-(Detached /<Attached) Basement (sf) 1 st Floor (s f) 492â‚¬ 2nd Floor (sf) '760 G 3rd Floor (sf) 600 sf Â¥Co (er; Fin Unfin Fin K Unfin Fin K Unfin Fin Unfin Porch ; 1-9 * Deck *A (22 Carport sf Roofed X -884 S Roof / 90 si Storage sf (Proposed Use: ) 1 Master Plan Number: ~3~'fire Suppression ,â€¢n '': Total Valuations (Labor & Materials) Address: TA : r ; S fla 5 y.e . System Y eu ' 1%0, 776.- " Describe Work/List Options: Electrical Subcontractor i CAR.Li,00 /LECTR-,C- f Plumbing Subcontractor Â©uple. - Acc 0.-O~athrd 1 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. I certi fy that I have the proper-ty 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 ASSggATED WITH THIS APPLICATION. Signature ~ 1004 12OY Date49-04 print Name .32> %46350 J *** Office Use Only *** Staff Comments: Application Information ,!câ€¢,1-r# (244 U,Â·.7- 1"0~/k, Â»t.4-I;)/.t ,Â¢ e Utes w F:.4 eatd Â£ ING, 397 , 2 2 28% 7.7 6.- Approved Disapproved Fees 134, - <,2 2 3.75 3.k : 2, 796 70 Public Works 4, 1,5.0 9 fin _ 7 95. ' 2 + cw 19%,79 2 973.77 Water 9.16Â·07 -4-e>- 6 Kâ‚¬--AL._, Cf O 5. 00 7' 1 Â¢-1-- y Ty 5 6 b 5 5 K 1 : */). /1;,~) Light & Power 9./6Â·09 7,5 7357 Planning 9.2 6 -OY Building Â¥ d. 07 2, 496.70 Setbacks Front Side Rear 7 9 3.97 Plan Review Zoning Hazards Census # County Tax 12 ! 23 .'0 Geo Wildfire Flood AÂ·I 102 Certificate of Occupancy /0- Building Official Date Total '3Â¥.7 1/ Revised - 3/12/64 4 50 53.77 b . Town of Estes Park Information for Building Permit Application Job Address: New structures will have numerics assigned by a Building Official, please call (970) 577-3722. Addresses must be displayed in such a manner and position as to be plainly visible and legible from the street accessing the building. This includes during the construction process. Legal Description: (Lot, Block, Subdivision) must be provided, and will be verified by the Planning Department. Owner: Town form for owner's permission is required for all commercial additions and remodels. Contractor/Applicant: The contractor shall always be the applicant, and can also be the owner. The contractor / applicant will be notified when questions arise or when the building permit is ready, unless the Building Department is advised to do otherwise. Town License #: All service providers, including subcontractors must be licensed by the Town Clerk. Suppliers do not require a Town license. A Town Business affidavit form must be submitted to the Town Clerk's office prior to final inspection. Residential: 1 and 2 family dwellings and their accessory buildings. Non-Residential: All structures not associated with 1&2 family dwellings. Use: Accommodations, Dwelling, Garage, Retail, Restaurant, Storage, etc. Building Height: From original grade to the highest elevation o f the building. Construction Type/ Only required on stamped plans. (State law requires all residential occupancies with Occupancy Group more than 4 units, and all commercial occupancies with an occupant load o f more than 10, to be designed by a Colorado Registered Design Professional (Architect or Engineer). Kitchen: Sink, stove, refrigerator. (microwave & small refrigerator does not equal a kitchen) Full Bath: Water closet (toilet), lavatory (sink), bath tub. 34 Bath: Water closet (toilet), lavatory (sink), shower. M Bath: Water closet (toilet), lavatory (sink). Carport: Open on two or more sides. Porch: Roofed deck, patio, etc. Master Plan: Original plans for a model to be built repeatedly. Fire Suppression System: Automatic sprinkler system, etc. Valuations: Selling price of new construction, minus the land value. The contract price of additions and remodels, etc. (includes labor). Signature: Applicant or representative must sign when the application is submitted and accepts responsibility for fees if services such as plan reviews are provided. Electrical Subcontractor: State laws have specific licensing requirements for electrical and plumbing work. Plumbing Subcontractor: Only occupant owners working on their primary single family residence are exempt. Four (4) site plans and two (2) sets of construction details/plans must accompany this application. Revised - 3/12/2004 P - h -li~.1. r. m Thunder Canyon Condomin'turns N /3 Siteplan for Buildings 3 and 9 1 Lot 22, Stanley H il I s SuÂ·bdivision a W SCALE: 1' = 30' ' EX. SANITARY - 0 30 60 90 SEWER MANHOLES I . E EX. SANGARY 10' WIDE (5' EACH SIDE OF LOT LINE) 100' LONG UTILITY EASEMENT . SEWER MAiN RECORDED AT BOOK 1954 PAGE 21 EX. FIRE HYDRANT #. ~~L =-- F-EX. 1-1/4" MW GAS FIRE HYDRANT EX. POWER POLE-- EX. 6" DUCTILE / ~- EX. POWER POLE IRON WATER LEGEND EX. FIRE HYDRANT n - PIPE r EX. POWER POLE ~WATER, ELECTRIC, AND 1/2" REBAR WITH ' PROPOSED 4" PVC SEWER SERVICE--1 / f GAS METERS WILL ALL PLASTIC CAP #6499 O 61 - 21- ---4 -EL --1----------------- ~---------------6- -0 1- eÂ£-Fek'teD eN-IMV--T--------------------~ -- 4 FOUND MONUMENTATION \- Â· l c-PROPOSED 8" PVC SEWER SERVI F/ - &8&:55.DDLW._.._.._.._ BACK OF THE BUIL N CE 00.00 8 2-- ----â€ž- - - 1 - - - - 0 40 MEASURED ------ 1- iff F-i-Â£ 32 -_~ ~ , ;2 1/2' ALUMINUM /5 5QQ. 00 ' ~ BUILDING NUMBER 1 /O ; . -- -30+ 11 / ac 1 Â· 30.3' 1 '34 '4Â° 06 ROPOSED 1 1/2" WATER SERJ@ I - /60*0: 1 4/ z i PROPOSED 6" PVC SEWER SERVICE S â‚¬6 4 A b. ' CAP ON 2" PIPE 84. 1 i Â© 4% 19 f POWER POLE 9 1 Â»94 9/7 7- .\., ..... .....-- --C)- >2 . X / 'I / 1 \ / 1 ~4 ., , ELECTRIC PEDESTAL 3 ..9, +>' 722 BLACK CANYON DRIVE 10.0, , -0, 27' TALL 1 2 40' 40' , 0.00/ / 1. \ 1 11 07%.0: 1 g z j i , b b ./ IA: , A' 2 STORY I AlIT A ~ / 10 27' TALL i ELECTRIC TRANSFORMER /1~ 3 97 ./ / ~,a, 4 n 2 PLEX .9*0~ zaR /:1.3 EIS/2 1 1 2 STORY 1 1 - % Ig I FIRE HYDRANT \ 4.,- i \ 2 PLEX ' 10Â° 0 st"ct,/\Al Â» 1 h \ ' 20' 20' 1.- i 20' 20' I zÂ© -* 190-2 ~jt ;HOT TUB MANHOLE 1 1/- 1 1 21 1 57.7' ~ ~ EX, POWER POLE 14,4 1.....469\ 0.0 -i-PRaPÂ°9 r--EX. POWER POLE J /1 , 0 SEWER LINE 71 1 -10 ,1 , af / / /- LOT 22 ~ , , 2 ~ 52 7,(tg '1 0 f~ 4 93 1 - . 9 - PROPOSED G~ LINE . e. ~ 1.94 ACRES j ADA TYPE B 1 . .-Â·y 2 CAR ~ 2 ,1, '>~*pat./. , ------ WATER LINE - - ACCESSIBLE UNIT , 9 ul GARAGEI 1 730 Â§31.-- ------- ELECTRIC LINE 02 STORY f / i U, 1, I 0 11 1/2,1 PIPE ~ >fj f-/i- 7986 9-5-37-w --_ -il-- 1 . 1 1 WITH NO CAP i 30' TALL ' '1 ~/ I Â© 73 1- O. e. B I . - GAS LINE EXI,STING 2 STORY LL 4 / 736' 720 BLACK CFNY()N DRIVE EX. 2% MW GAS LINE 41.36' NI ill ~ 30' TALU 1 , /\ I 7.# 1 i - 30' TALL UNIT G 1-4 * ypr"* 1 1 DRAINAGE ARROW ~EX. 1" WATER LINE 3, L ~ - -4-UN'Tl 0~Â£~PRoPJSED *4--1-) 1Â· 2 STORY 1 0 -0, t t. i b d PROPOSED ELECTRIC 1 7\e ~' -~/00<~ ,Â·'' -4 , 190 1% i , ~ , WATER SERVICE < 4 PLEX 'Ed SERVICE 6 6. t. 1 \\ 1 k g]-7, 1. \ 1 ig 6. 00. PROPOSED 3/4" ~ - Â·â€¢ - ,- ..'.~'f '~ 7,10 ~ 0/ f .} 1 " ~ 4 WATER SERVICE ' *'-~ / \ ~ ~ PROPOSED ~ELECTRIC | . 4= ~ 1 \G % 720 BLAÂ¢K CANYON DRIVE -~ ~ ~ ~~'~ ~ ' T .1 1 UNIT B 1-4 / .iv. 1/ I 44 /-SERVCE \\ 1 12.36,474 1 / WALKOUT Â» 1 - N79 Â· , râ€ž - /~ 23' TALL / 761 / ''\. 041- , 6--' 1 L.-Â·p Â·- Â·RÂ·~2Â®.61 4/ / >4/ SINGLE / 1 < ~UNIT ~ PHASE 4 L -50,63 \- - - - 6 SINGL CESIBLE U T 4 % - EX. ELECTRIC WALKOUT ./ ., ..\ 2.5YRS-3.5YRS 1/2" REBAR WITH ~ EX. ~URGROUND %LECTRIC -/401>l ~ 720 BLACK CAN N DRIVE DIASTIC CAP 7 23' TALL ILLEGIBLE P - . SINGLE 5 7,6 CO i ,~,~ - 4 --'....% - / OUTLOT B ) WALKOUT , I UNIT UNIT F ' S73*30'00"E STEAMER "DRIVE / N - 1.Â·87:Â·Â·291 1 -% ~ 0.80 ACRES / 3' TALL 2>T PE BAD ~~ 9 0 - EX. 2" MW GAS -- ELECTe 374.1 ' UNIT 0' TAL -- - , TRANSFORMER _ 1 2 TO SIN AP /0. 20/BLACK CANYON D UNIT 1 -- - uwTs c-~ \ LEGAL DESCRIPTION 0 -- .-- -1- - - 2 -- -------------- ' \ LOTS 22, STANLEY HILLS SUBDIVISION. COUNTY OF LARIMER, STATE OF / 1/2" REBAR WITH | COLORADO. EX. UNDERGROUND ELECTRIC \ \- \ 4,3. 1 1 PLASTIC CAP #6499 -Â» \ 43 7 Â· J/' I E2~~2Â£211Bm91 Â·R.RoPOSED>- VAN H0RN ENGINEERING & SURVEYING EX. 6" DUCTILE . -. SAN.SEWER '\,97 . 43 ., P.O. BOX 456 IRON WATER .34-....\ SERVICK (TYP) '7-9 4 1043 FISH CREEK RD. 1.4 PIPE - - ESTES PARK, CO 80517 (970) 586-9388 11 0 '44 CONTACT PERSON: PAUL BENNETT CO ~ .diet OWNER: sec)1â‚¬5*J MOUNTAIN VIEW VACATIONS LLC ~< ~ MANGER: ROY JOHNSON ~ PROPOSED 4" P.O. BOX 2744 1 1\ / SAN SEWER ESTES PARK, CO 80517 970-586-3168 SITE ,\ \ 1.1 \ Â· ~EX. 2" MW GAS \ \ \ EX. SANITARY SEWER MANHOLE - - D..... -V. DWS CHECKED In LAS \\\ 41 .3 f 17 4-06-2004 . -=*-1 44 1- - 30' 16'AE WE: .44*48 CALL UTILITY NOTIFICATION CENTER OF COLORADO .Mipm 12" 19 r412EP;~~ 1-800-922-1987 CALL 2 BUSINESS DAYS IN .ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND OF - 1 MEMBER UTILITIES .'OvvN OF ESTES PARK ~ APPROVED b Â·1'11- Date - 1 Buil*g Dppartment ~~ ~ 5- 6 7 NOTE: By. ' UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND CALLING 35:'dirc Official . VICINITY MAP FOR LOCATES PRIOR TO DIGGING. 2008-06-08 ONIA3AM Â®a >61 4 56.72' O 'NHVd S IH ATINVaL '22 107 NVIdE,LIS hi~,~-,~,, 4*,,2=,.6:~te.,4, -'e'B'IVIB~-m'~Y'**,1)8"**'-"'I~i -6 --- ..4 4 - . 1 ..1- .1 .1.':~Irt'.41.46&iF.ltL'*. Â· 14'â€¢1, r */ "i-'.,p.~.Â· ' 34 ; ''*' -Â· " I Â·- - F#L-d' 4 211Â·â‚¬% CONFORM TO CURRENT 4 1 1 Vill.- * ALL CONSTRUCTION SHALL .h' 4,9. i 73 Y ".; UNIFORM BUILDING CODE ' : 2..Â·'*6*2*.5., AND ALL OTHER 4/ 1 4 4.' 11 ../: 11'' 3.3.-4.93, APPLICABLE CODES. , h 'figÂ¥- -eb n.2 f N * Do NOT SCALE DRAWINGS FOR DIMENSIONS, Â· 14 44#47 E A Â· 1 I. ... 916. I t.v - i./*425- 9 . t ...4 /FAMAIN LEVEL FLOOR PLAN .2--4-t..:.a~ %0% -Â· 44 64:. 4.1â‚¬ SCJ'e: 1/4, = 1, Â·e 2*Â·'an'40~ . 1..'E~ t*teS.ji.Â·.2~~~~~~ 46&1~ air i.770 i. - 4. 0 0 .. ./* t - '80 Â¥667Â· ik .. t.' ' 1% ... \ 0 A.. . 1 P . , . 1 0 I. 104 .. I . I A ' A .. , 4 , 1 l. Z... Â· 0 111111 e Â®Â® : ema St. A I '5*> 4% 6 4 , 01.* I . e IiÂ® 0 1 - - 7 1 1 . . I , 0.: .... 24/ ....4 .. ... ., 4 i 1... . .. .A ... 1.1. '434. 0. /,4 I -4 ... 0. ,. i:r, A . A. A - A ..D. 1 1 111. 1 A 0 % .I 1.1. . A .0 k .. . D A. . . 1 - . il . . ... . 0. ... . :.14 - .... ... /4.41 -1 0 - i?., 4 141' .. .... .... 44 e . . le, ..i I . 94 1 44 --. ... 246% ..0 - 11. -1 1. ..1 - A :A .A . @@ 4. teÂ¢- ., d'K 1 .C. 1, Al : : : : 4% / U , 1 0 0 32 / .9 7 I . tr.3 .. .- 9 P.., 4 2'. 0 1. A. 0 1 . 5*.1 * .A . ... . A , 1 irar_ A A 1. . '6 1* ~' - '1 - '' 4 4.2 0 'T ;Â· 1 444 .4 - . .V + I 4 * I I . . . I 1 1 * C f Mktr'W . . .~ Al 1 + , I Â£ I ' ./ I * ALL CONSTRUCTION SHALL ~ CONFORM TO CURRENT . e. , UNIFORM BUILDING CODE AND ALL OTHER g APPLICABLE CODES, 4 .1...... - i..:fi.*tisqiÂ· * DO NOT SCALE DRAWINGS FOR DIMENSIONS, V,â€¢,1, . I .U*4* 4 ' 0 40' > 7. 4 .1., ' in, . in, LU r3 1/2'. . -5 1/2' * r3 1/2' 13'-8' 1 5,-7 ' Â· 1 5'-7' , ' le U i i q- 7'-3' 9, 91 -9,-9, 11 7,-3, 1 10' 'b-5 1/2' 10' 4.4 1 - Â· U / lu'X 4' \, . ~ â€¢â€¢ I Â·-...: i... 3020~ 3020 J~~~~J~ ~' -2'-3' 4425*vÂ· E. 1 I. ,-1 .' Â·- ,Â·.*34. <SHOWER . .J-TUB ~ - ~ ;2'wi â€¢7904'JA c/ 4 (~-/TUB ~ /SHOWER / EL 2 -6068 - , - 6068- el A. ht 0 CD . 21 67" CE 30 - <CE 0 12'-10 1/2'- A . -~7 - 12'-10 1/2' 0 ' 1/4 MASTER (~) MASTER MASTER 41 16'-5' r MASTER n BATH ~ BATH ~ , f 13'-8'X 16'=2" 11' 16'-5# 13'-8'X 16'-2' ..1 0 : 2.44. M 0 n Idâ€¢1, - 3 102' ------ - CE- . . 4 , , 1 11, 1 3, 1-r=G'11 i' 1 1 D 11_uNal & el 6,-2"- -9-w- r (2868 . 2868\ - -3 1/2# 11 0Â« 914 3 1/20- 3 , '1 , f.- CL 10 .-4-/ Â· SITTING SITTING 6'-2' .i - 6,-2' 12'-9.%6'-2" 12'-9"X7'r2" 15' 15' . ..aaE:,7 . I 'r . .. -9.- 3 1/ 2'- ~ .y.. ~ ~ k. -3'-7' -- 3'-1'- -3'-1'- -3'-7"- - -3 1/2' 49' - Â¥ 43' DN DN' r. 1-2 ... 1~ / 4 . BEDROOM 2 .0 ~ 4 1 V CL E 12'X 11' :' I 4. O.G. BEDROOM 2 Â·Â· 2 ~ 1 10' CD 0 12'X 101 0 " U.C. DESIGN -5'-10 1/40- <2868 2868 ~ -5'-10 1/4'- 3 1/2'- A Â« 1 1 2281 BELLEVUE DR. Estes Park, -5'-10 1/4'- 1' :~~il. ' -5'-10 1/4'- 2'-2' Colorado 80517 3 1/2'- 14'-6' CL eL r- . 7 CLj CL .14'-6. --3 1/2' PH,#(970) 586-2765 ' 1 1 L 1 <)2868 -'4:- 2868 ~.Â·i.'*f*Â· Â£ 43&54 .. -2Â· Ppr,G - 2868 1!2868/- . BEDROOM 3 11'-9' 4 12'X Â·11'-9*-# Â· BEDROOM 3 4 11'-9' SHEET TITLE: 12' X 11'-9' 4 0 . ./latkt I 'C 0 655: I FLOOR 0 2 8,-20 BATH. . . BATH, 8'-2' : 8*:2 PLAN SHLE I NU,1 ./ -3Â« Â«2 1 { 1 1 M 1 1 ..: t.,491,2't *t, 20~30 0' - #-WA.. 2030 6040 'Â·>i,/4#.~EX A03 6040 %42*i 1 r'_r a , 0/ U O . A fi -T- ~ 0 -5 1/2' i OF 12 12'-3' 1, 1 7 12'-3' 43 1/2' L5 1/2' DATE: MAR. 12 2004 ' 9 40'' ., , I 1 '42>.AP -97 "/ Â·4 REVISIONS: . 3 , *9'-1 j ... I.,.4'.Pkj 442 ',Â·.t ' .:*figr:. . Â· 4Â·Â·:14"r %Â· 4. ...te.4. 1 '1 .350"Al ./ 462.4 :1 *s:il[â€žr. . 1. 4.LUEÂ¥41. :-, 7 6.: Mjal/2,1-'ailli~: AÂ·.,. ' 4 02(.*Ikef .*?7-1 61*t?5*~~~ LPPER FLOOR PLANI Â·â‚¬Â·:"yÂ·'~ 9 43 tl . , .11. 4, 541 - 1.2*./d/5,"1'alÂ«4 t *.414'f?.t~Â·~.. SCAL Ei 1/ 4~ =01' 1 ' 9.1141-Â· Â» * Â·Â· I:/ 30,4 I -ATA,1044,$~, 4...4 4-4.-1 '. 1 s..t.14*be, Â¥4 . 'F3\UPPER FLOOR PLAN . 45/ Scale: 1/4' = 1' 1 0 1599 J,C, DESIGN, r. ~:9 1 1&6 9%9 3,7/3, 'NG NOWNVO JH (H) 9-9-13 Ptl-Ott ZIG08 3]Vd 93193 0 4040 otot' NOINVO 33GNAH1 ..' I I ..2 ' Â¥E ALL CONSTRUCTION SHALL <*ak CONFORM TO,CURRENT ,-f- , 1....ele:, UNIFORM BUILDING CODE AND ALL OTHER 4-4 7 APPLICABLE CODES. * DO NOT SCALE DRAWINGS FOR DIMENSIONS g:*i i .24 '14 IÂ·- Uazii 55:42,4-79.2 .,4.* 4Â¥k 4' 3000' PSI 5 1/2 SACK ...â‚¬- 2 ',.. 624, #-CONCRETE SLAB IN GARAGE tdi 418/M#VE'i +96% 4 476%: ~ j/ T Y P, "a--Â·h-,,a~: 1 42=,4/0/li ./.f 4Â»,Shec ' f ..NÂ».4â‚¬ 4 4140#.2, 'y,1 x.,12*{:VS 4 Â·- 0/ , ~- r-/ 1 40' SEE FOUNDATION 221 ' p. /DETAIL Â® PAGE 9 4' 3000 PSI 5 1/2 SACK ~ CONCRETE SLAB IN GARAGE-, rt,-10 1/2' - I TYP, \ 1'-10 1/2' : 10,13". ' Â· 3'-9' 1, " r - 16'-30 " ' . I . 12-3.-1 -3'- Z- , 1 7 t.-4 r---ir 1 1- . r- 161 i . 1 , 1611 n Â· 1--C-r --r= Â· /- FL u ' 12' #424,4-4 r 12. A >- 1 ....1 MIN. ~ MIN. : U 0 --1 -J . 1 1 1 - 1 1 9 T </ 0 IHOLD DOWN FOUNDATION i â€ž hÂ·IOLD DOWN FOUNDATION ' 0, <CE D l.WALL POUR DOOR OPENING I LWALL POUR DOOR OPENING . ,' SEE FOUNDATION . 2%, SLAB OVER THE FOUNDATION 1. L.j --1 0 SLAB OVER THE FOUNDATION - CQ DETAIL Â® PAGE 93~ 2 8 + \ WALL 1 . WALL . U : f 4 ' SEE FOUNDATION - CE n M , . .4 , 1, 201-5 1/2. \ .. i 1,-9.-1 - r. 4 DETAIL @ PAGE 10 20'-5 1/2' Ld 3 % 4Â» Â·k \ -1'-4' A 0 al r-~' -- _ HOLD DOWN FOUNDATION / ~ i-IOLD DOWN FOUNDATION Â·Â· ,\/ALL POUR DOOR OPENING --t.. -- --a=~-->t ' 7 A cs WALL' POUR DOOR OPENING . SLAB OVER THE FOUNDATION1 SLAB OVER'THE FOUNDATIOKI 56Â·4 D â‚¬J Ld WALL ~ , WALL ' ' I {14 }7 440*il :; e- . A CLI Plij Â· ./.V/1.Â·M.Â·'â€¢ ' '.1 I 8'- -8' 43' - 43' SEE PAD DETAIL Â© SEE PAD DETAIL (El Â· /--PAGE 10 2.,el . - t PAGE 10 ,Â£.AlÂ· 49'- NÂ» 1 1 -) 49, , ,Â¢, .A .17 nga . CL lEI [ SIQ 1 / â‚¬12. ' *1241% j - 4 I 7 ...1/- i -i -- *1,Â» 1'-4' - 6,-6' â€ž Q. 6'-6' ,:,1Â· *4.' ' f ' I , 0,4 21'-1[ 1/2' 21'-1C 1/2' J.C. DESIGN~ (L IT:ZE] Ii=Ki 1 [ Sp 1 1 Sp 1 6'-8' 6'-8' 2281 BELLEVUE DR. Estes Park, 6'-6' 6'-6' Colorado 80517 16'-4' ' 16'-4' PH.#(970> 586-2Z65 1 1 Il'-61 , 6'-2' ' I 6'-2" Â·>'Â·~ 3'-10' 3'-10' ' 1 - 1 1 i SHEET TITLE: #19 FOUNDA, 22' e.ff.'' *'Gly - .7 1 1 120 PLAN , MIN, ~Â·Â·Â· 1 1 MIN, ~,e:.04<-k %- -I -~1, *ILL 1 "4 ,t* 1 1 Â· 6, r 1 .< .1 h 1 1 1,4- r=-7 A04 11, 1 1 1 1 - i-/7* 4. 1 1 M. 44, . i L__-1 L--1 1 - lf..iki:. -SEE DETAIL OF; 12 ' 14'-8 1/2' ' ' ~ 10'-7' 14'-8 1/2 2' SQ PAD ,/' SEE .DETAILL' Â°'-35,2 ..' DATE; 2' S Q PAD , Â® PAGE 10 - . Â® PAGE 10 MAR. 12 2004 ,$: REVISIONSi \_SEE FOUNDATION 14" 3000 PSI 5 1/2 SACK 1442**Â¥2 DETAIL Â© PAGE 10 CONCRETE SLAB TYP, , .... . 4' 3000 PSI 5 1/2 SACK/' CONCRETE SLAB -TYP, 9955 , , ' d . Â·Â· Â·14.4, 1 .4/ i 3Â·, E z:k. 5.3 6 Â»Â· .9 1 . r : +2 ~ FOLINDATI D IN PLAN z -Â» ~~ - e . 1 SCALE: 1/4" = F 41- - $42- 299: - a I ..14, 2.,-4$,2//Il/~F. ...barm?r- 1. Â¥ â€¢*.102~47 4.4-r~St8k*~~, *34'gEN .26,1=;24' . 'f rgi)FOUNDATION PLAN _ - - '/1/' t.Â·' fip:~I Â· ' Â· ' ~Â· 9 4.7, M//7 I ' e Â· 413/ Scale, 1/4' = 1, -f .,34:2" O 1999 J.C. DESIGN L 444.4 /. 4 4 â‚¬ <NU . *,;:â€ž:ik:~4.***1172. . ...3'2~:644.A:Ati,.~*,4.,*fr.tu,,CUL -W~ 06...,,12,11~,;+Cit'.. f Â·442*!U~DilÂ· 1Â£1~.M.EZe:~,,Â·11,â€¢4., .~04L.â€¢ i*&4â€¢ ., ..16Â·.iA" i:.; 6. .:1.1Â¥U:#44;N'-A.,9/ . *i'SA'*'e.kt,.U,9464111---'Â·â‚¬42.~.â€¢eawkiAL&"16&"6Mif&6bjhgj"k'*WAÂ·iÂ· t, Â·I'.hijab 'Â·45. .'~ N f L -ROtt . /Bi,WI *dr''.'â€¢-r. 4 ..ME; 4(2 : .1 k....>. 1 1 - , 1 . 4.4... â€¢. 4 2. I I . $ 4 m ALL CONSTRUCTION SHALL CONFORM TO CURRENT 'fwk A'. .... A..1...... UNIFORM BUILDING CODE 4 'tt ...0-$?24,44â‚¬: ,)*&29 '1'.: AND ALL OTHER 13 "11 APPLICABLE CODES. : .' '. ' ' 4. Â·.72.Â·f:9 ' . f'ulA-'-,R r.4* .- 1.. Â¥ DO NOT SCALE DRAWINGS , # .. 1 FOR DIMENSIONS, ag -Â· v. Â· â€ž'-M Â·04.&Â· ..Â»â‚¬ : 1.: .9 . -0-1~U,A :.r *r.:, .' i *-11.1 ../. K,9 +t,?r..i: ) 1,- , Â»2) 1 3/4'X 14' MICROLLAM .44: 11: f ...79.4 23 )4.-,-Â·Â· Â·' I 'Â»i , 9. . :.1 14 NI /*"AA'Â· 4' 3000 PSI 5 1/2 SACK 4' 3000 PSI 5 1/2 SACK CONCRETE SLAB IN GARAGE CONCRETE SLAB IN GARAGEÂ« TYP. \ , 6/*Al 1.1 1 1 1 ' h I TYP. / 'Â·Â·4 WÂ»*.44. ; 14 .1. IC?46, '... DOUBLE TREATED 2'X 8' UNDER TJI'S TYP,-\ ~- DO NOT RUN CONTINUOUS- BREAK RUN-SEPERATE AT-, 1091 CENTER TYP, ~ I litti I I % 20/ 2 4 Â·.i......â€¢.' . 20' 49 4' TREATED 1- eu 1 .Al A POST TYP, 0 . / * I g V m.- i Â£ lil Â£ // 11 7/8" PRO 350' TJI'S 11 11 7/8' PRO 350' TJI'S BE ~NGERED A@- LENDJ~'STYFO,~ / F-@ 16' El,C, ALL TJI'S TO / ~- BE HANGERED @ ENDS TYP' , % 94 4 ~ 1 ,~C \ lEi \ N.\ 1/ 44-UNDER TJI'S TYP, U i , \ 1.1-1 / DOUBLE TREATED 2'X 8' / //99 22'-3' 22'-3' fl U // J,C. DESIGN I %*.M. li 2281 BELLEVUE DR, //1 t.- Estes Park, .r Colorado 80517 --,# PH.#(970) 586-2765 SHEET TITLE: = JOIST 6Â·' 49< 4' TREATED~~ \ 6, SHELI NU,1 \\\ PLAN POST TYP, / h A05 \4 ~ 3000 PSI 5 1/2 SACK 14'-8 1/2' 5'-3 1/2'-5'-3 1/2' ~ 14'-8 1/3 CONCRETE SLAB TYP, OF 12 11 7/8' PRO 150' TJI'S~ ~ 11 7/8" PRO 150' TJI'S L@ 16" 0,C, ALL TJI'S TO -DATE: @ 16' O,C, ALL TJI'S TO BE HANGERED @ ENDS TYP' BE HANGERED @ ENDS TYP' MAR. 12 2004 4' 3000 PSI 5 1/2 SAC]I</ CONCRETE SLAB TYP, . , a REVISIONS: A . * -LOWER FLOOR JOIST PLAN SCALEt 1/4" = 1, 3&* ' /FAFLOOR JOIST PLAN ~15/ Scales 1/4' = 1, 01999 J.C. DESIGN -0 k. f 4 . . fi ..1,0" ..2, *. wjw . ,.:. Â·i:*w ' ~451Â£ .- . 41.'I ..1 24 . 1.:2- I r ' NOWNVO 33(IN - 'NG NOINVO >13933 CH) 96 Â£-Otz ZIG08 '00 < >{39 d S 313 3 42'12. ..%~.:dst:~Atfi, 4147 1...1. fÂ»,3 9Â· Â». . ,i Â·Â·4 Â·fl: t t.'': 1.1 1 2* 4kfÂ· 6 ;444'1 .. ; '2 '1 * . 'r M 49'P, ... '~' 9 , 11.N . '*A i el: $7. Iii .,.2 T .0 '*':'t Â¢ I. 7 -4.341 1* r. .. .PÂ· 4,41 >'. f. r Ill. 4, e, 4 0 4. R . ful . a Z Â¢ L tÂ· ~ > 9 4 ti L ..... 1 1 UCTION'SHALL CURRENT ' LDING CODE HER CODES. LE DRAWINGS ONS. ,- (2) 2'X OR TREATED M a 7 J 2"X 12' REDWOOD [ Â» JOIST @ 16' O,0, CAh 7 ALL JOIST TO BE â‚¬ A1 11 7/8' PRO 150' 1 2 16' 0,0 ALL TJIV BE HANGERED @ ENDS (3) 1 3/4'X 11 MICROLLAM DOUBLE JOIST UNDER WALL <2) 2'X 12' HEAD (2) 2'X 4' STUDS SCRE\. TOGETHER FOR BEARI LLI SUPPORT TO PADS BEL 11 7/8' PRO 250' T @ 16' 0,C, ALL TJI'E BE HANGERED @ ENDS <3) 2'X 12' STRINC (3) 2'X 4' SCREE FOR SUPP[ FRAME W/ 1-11 7 MICROLLAM AT ~ ESIGN LEVUE DR, <2) 2'X 4' STUDS SCREk irk, TOGETHER FOR BEAR + 80517 SUPPORT TO PADS BEL 586-2765 TITLE: IST AN J6 (2) 1 3/4'X 11 7, 12 MICROLLAM BE TE: SEE PAD DETAIL 2 2004 PAGE ' SIGNS: (2) 1 M] UPPER JOIST PLAN A' ~ Scale, 1/4' = 1' DESIGN 8*1824&442-1 lf[%08 'CIO '>]EVE} 631-3 1 3 >1 7 9 -19 93 Â·-01639 217/-A-17/ ,. 1 - 1 1. N : 41/ 1 11 1 1- 1 . 1 1.1 1. I. 0 ... 1 . 1 ..1 11. 1 ..1 1 . . . 1 1 - 1 . ' $1. : . .1 1 - 9 9 1 .1 .A ., 1 1 .1 Al. 1 1. I. 1 A., . 1 . 1 --1. 1 I : . .1 1 . .. : .1 :. .. 1 . I ... A, . 1.1 1 . .. : I. I 1 .... . ..1 : 1 : .. 1 I . 1 I. .. . . I . I .1 1. 1 .... . ..1 : 1 I A 1 1 A I . :: I .1 1 1.... 1 ..... 1 . ..1 I . I. A :. AI A 0 .0 ..1 1. @ , I. 0 1 1 - .A A A, . .. e .1 4 :. f A :. ... ... 1 .A A A p /. 1"v 4,9 . . 9%11 ''.. 44Â¥ .*17.3 4': I Â·~1 . . 2.2. 4. ./ , 4 * 41 A + th â€¢ ALL CONSTRUCTION SHALL CONFORM TD CURRENTÂ· -,Â·. 1Â·22>1 .- 1 11!TrnEJU .1 Fri nikir: ...r 4 ..95.. I . 2 1:99., 2'X 4' OUTLOOKS . I @ 24' 0.C. TYP, SEE DECK ROOF DETAILÂ© PAGE 107 2'X 12' HEADERS TYP.l PRENG, TRUSSES W/ VALTED CEILING OVER MASTER BEDROOM ~1 I ONLY AS SHOWN IN SECTION A-Ai 1 ALL TRUSSES MUST BE HURRICANE \ i CLIPPED TYP, 1- 1\ 1 1 I PRENG, TRUSSES @ 24' O,C, ALL TRUSSES MUST BE HURRICANE CLIPPED ' TYP, / 4. 2'X 12' HEADERS . TYP,-1\\ \ SEE PORCH DETAIL (63 PAGE fo~ :* ----I--- t r 1 1 2'X 12' HEADERS TYP, 2'X 12' HEADERS/ TYP, 7 . 1.0-09 2'X 4' OUTLOOKS./ .4 @ 24' 0,C, TYP, H ./.Â·4) .:*/ ROOF SCAL ROOF PLAN Scale: 1/4' = 1' -O 1999 J,C, DE:SlUN .. 1. 1 . : r. th 11+1 6 1.1 . . A .. 1 1 kiek 41Â¥ . 4:.. 4 .Â·JU, 1 < â‚¬ S 1 A elli 49 3Â¥741 . 0 . 1. 1.11, 'flaii . e." 2 .. . .le, A ! . . . . : 1.11 2 ;ry? 1 . 1 1 Â·Â· i 1 . : I. 4.....:..4 .. 1 - 11 " 4,9.t, 14'./4 4 .. 1 - . . ..C 41'.: 5. : 5*,1 .. ... I A D. A . 4 *5 . 69, .. ... 0 4 I J, i .m A. +6: I J AlL. , 00+ {f~ Â¢44 ... 1 . 0 .A , o/14 011 44 %'t 4 . . 1. .. ' .. ... :0 . 4 ... ... k . A, * 1 . ,A W. 9 . 11 44 . 1 I . 8/ 46-eu, 12 ... .A i *.1,Â»r., Â· . . li . i I '. 4 J. CONFORM TO CURRENT ~ *ALL CONSTRUCTION SHALL > UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE CODES, 5/8' TYPE X DRYWALL BETWEEN * DO NOT SCALE DRAWINGS FOR DIMENSIONS, . 1 19,9.41 WALLS, CONTINIOUS FOR FIRE PROTECTION , 12 12 VALTED CEILING OVER GE MASTER BEDROOM OLNY Ca Z - PRENG TRUSSES PRENG TRUSSES 0-Â·St . 11 ..., b 7 >- A 12 46-6.,Al--59.- 1 '41 12 1--1 Â« If) 5 :....# -73 14:f'*?. 7 7 3 4-. >- 0 8 . Z k fo- 2 22 2 0 j E tv n Ld ./L,- SEE WALL DETAIL Â® 44 1 , .0 . 45 ...dE 4 /PAGE 9 4 â€¢d Â·Â·Â·1 9 1.: 08 ...: ~1.19 r Â¢: D 00 - 1 1 I 00 4,1 n . #6. 21 R 52 57 2 :5Z if -* 8 2 2/1 .~V , r 16' GARAGE DOCIRS~ -Il:(, ~ 11 f. 1 , 4.-'S .: ' ~11 7/8, PRO 350'S . #*ite rÂ·Â¢11.- r ..A...... TJI'S @ 16' 0,0, TYP, t.1./&.W...Â¥r' -*2 1 2 r... 1 . ... y f J.C. DESIGN i. '46,./ 2281 BELLEVUE DR, Estes Park, Colorado 80517 PHI#(970) 586-2765 .t 4' 3000 PSI 5 1/2 SACK CONCRETE IN ~ GARAGE ONLY : 1 715, - a SHEET TITLE, , SECTION 30' MINI CRAWL SPACE \ Â£ I . 2.2 SHLE I NU.i A08 ~\_SEE DETAIL Â© OF 12 SEE FOUNDATION-/' DETAIL Â® PAGE 9 ...0.. Nj PAGE 10 4 B B 1 i *4Â· DATE, MAR. 12 2004 :, f : i 4 ... REVISIONS: 2$11 Â· ~ a â‚¬ 4, ' SECTION A-A SCALE: 1/2 U -- . - 1, lr. , :I .., RASECTION A-A 415/ Scale, 1/2' = 1' 0 1999 J,C, DESIGN i.,YAW r.,02*4191< r Â·411â€ž:,. Â· ...., â€ž 1 ... 4,1.4 ' U..1-35 Â· P. <>13]98 93133 P) 9633 2172-Ott- 4 12 -75 1 -4 1/2' GYP. BD, ON ALL INTERIOR WALLS & 5/8' GYP, BD. ON ALL CELLINGS, TYP. 3/4'PLYWOOD OVER 11 7/8' PRO 250'S TJI'S - 2 16' 0,C. Â«\\1 4 \ 3 374'PLYWOOD OVER 11 7/8' PRO 250'S TJI'S @ 16' O.C. n W/R19 INSALATION 7 *999% *9994 899*9 4 1 0. 9 .4 30' MIN, CRAWL SPACE ~'.4 / Af- '1. . . 4 /1/> -* 4/ t 4' PERFORATED FDN. DRAIN - , 0 ... MIN,12' GRAVEL COVER j 1 DRAIN TO DAYLIGHT 8'X 16' CONC, FOOTING W/ - 1 6 QÂ·'.9 *â€¢ . Â·%111 1;JMW*real,2,~:' (2) #4'S CONT, HORZ. & #4 ~.g..~ MAR. 12 2004 DOWELS VERTICAL @ 32 OC . I 3'-0' 1 A-:*4 Â·...1 1: REVISIONS: t < Â·Â· 3.,14Â·* 44*9 Â»'924 + v 1 . ker r 5- ,Â»f..14'. FOUNDATION & WALL DETAIL Â® Â·Â· 7 ki:Â·; 42. C.< 9,0 SCALE! 1" = 1' STAIRS DETAIL (TYP,) 0 j i Â¥. 'AF .1 f 41 2.....ir Â· t SCALE: 1/4" = 1' : 4 29 - 9 j i + 2 A.: 0. , DETAILS ........ -1 ..4 - 3*j/6-34 - F. 1 Scales 1' = 1/ I B O 1999 J.C. DESIGN P.4/ 11 ./ - 1 1- 1 ./ . . 4:4. 1. : 1 .1 1- I: 1, 1 . 1.. 1- 1 0 .. 1 . ... . m . : 1 1 . .. I ... .. . 4 .. I '44' 1 DA . . 1 11, . A . A I. . .. . I ..1 , : I . e : 1. .A .. 1, 4 9 1, 1 a . . 1 1 - . 1 1 .. 1 .A . . ... 0 -I. 1 . .. 1.I 1 - 7.4 N 1 1 ./ 1 . 1 .. I I 1. 4 . , . 1 1.1 . 1 . 1 I. : .. A 11: ' 0 â€¢Â·07 2,Â· - A h tr A - A :: 1. ...:, .... ... . A I ' ..t A . 4 : .. . 1 . .. .. .: . 1 .. .A, .... . 1 . 1. A: 1 P A 1 .... . 1 ..1 ......... 1. 1. I .1 ,Â». . â‚¬ 1/1, h b ...... 1â€¢ 1 A I. '. '44 f '1 11 E d 2%@a'11 - ?. A A '. 313:.:i:~ Atâ€ž4-,4 a . - .. .... 1. --11 : 1 1 . 0 2 A 44Â· 6 4 Â·Â·; r -Â·,1Â·.t:i 3.yr- '~*91,#All:~Â·. ~91 9 POST '2- 111 ALL CONSTRUCTION SHALL CONFORM TO CURRENT . UNIFORM BUILDING CODE AND ALL OTHER t* /1/2" BOLT CENTERED 4 * DO NOT SCALE DRAWINGS APPLICABLE CODES, A -01 ill ABE66~ FOR DIMENSIONS, 1 1 /4' SLAB TYP, (3) 4'X 10' ROUGH SAWN BEAMS FOR COVERED DOOR HERITAGE 30 SHINGLES OVER LANDING TYP, -12'- 30# FELT PAPER OVER 5/8'- EXTERIOR SHEATHING OVER \ M RAFTERS 2 24' 0.0 \ 2 3/4'- 1- r 2 3/4' , Â· ~ Â· ~..i:..: ... ~ ~, ~ .. ~~ ~ . ;.. CLIPPED TYP, ~Â£0:00-(2) # 4'S CONTINUOUS 4# 1'0 . ALL RAFTERS MUST BE HURRICANE~ Z_ Â· Â·~ 4 4 . 4 . . r ... . ... 1....... . i 4 . 4 :. -44. 7Â© [313.......I 0 Â·. 10" 0 m = * ~~. ~~...~ .~ . ~. Cal \\\1//07Â« m. - -#4'S >19 1 647 , .... 0/f 1 0 I r 2' SQ, W/ 14 2' (2)#4 E/W L/X X ><~31 . / COLLIMN SUPPERT DETAIL Â© SCALED 1# = 1/ 4 . 1 4'X 4' REDWOOD OR ~TREATED POST TYP, 4. a /4. c:Â£ 4 4 10* <2) 2'X 10' REDWOOD/ - '145 :,.Â¥:,1-Â·:.â€ž 4 OR TREATED BEAMS Â»i Â· 1 2'-4 "i~(2)# 5'S CONTINUOUS 4 eP 3'- 4" ->Â»02Â·f f AUÂ·, n. 4 . . 44 *GÂ· i 1 110'.4.091Â· 24 0.4 ~0 4 ..0,- Â·Â·Â·1. 4 *40 Â»;F'21 - - DETAIL Â© SCALE~ 1" = 1' ---1'-6'---Â·--Â·Â»~ 1'-6" SQ, W/ li . 1 (2)#4 E/W SUPPORT PAD DETAIL Â® SEE DECK DETAIL~ SCALE: 1" = 1' Â® PAGE 9 :37 fit :rÂ¢P.Â£. f~.~.. Â·..Â·ff.'3:Â·Â·j:,1.2'*j> .r.'.- Ii,J DECK RE]OF DETAIL O SCALED 1/2" = 1' F-~ 5/8" TYPE X DRYWALL BETWEEN --WALLS, CONTINIOUS FOR FIRE PROTECTION W/ R9 INSALATION -/. |*~|'14,1 .. .. f,i:, 1.-*Â¢1 2 . : 447 %- try'' tri W.2..14. J,C, DESIGN ./ u <: Â· (3) 4'X 10" ROLMH SAWN , 'i~ :P'*if~(. I - 2 . A' ' . 6,/ .UL Â·Â· HERITAGE 30 SHINGLES OVER LANDING TYP, 2281 BELLEVUE DR, BEAMS FOR COVERED DOOR - 4 7 30# FELT PAPER OVER 5/8' Estes Park, 4.- I . : '.12 + EXTERIOR SHEATHING OVER Colorado 80517 2'X 6' STUD WALLS 2'X 10' RAFTERS @ 24' O.C. PHI#(970) 586-2765 @ COMMON WALL ONLY ALL OTHER CLIPPED TYP, WALL TO BE 2"X 4' STUD WALL TYP, tyÂ· A Â· ' Â· -2, 1/2' GYP. BD, ON ALL INTERIOR.-~ -92 16. 0,(1 W/RE INSALATION, ALL RAFTERS MUST BE HURRICANE SHEET TITLE; WALLS & 5/8' GYP, BD, ON ALL \ . â‚¬ =4 CELLINGS, TYP. . I : / .6> .Â· *ts. 1 FOR ALL FLOORS TJI'S ETC, . .: .-t'.....f.3 114 SEE WALL DETAIL Â®PAGE 9 .1 )<~~~~_ DETAILS 3/4' SUB FLOOR OVER . -'Â·.: 'f 1 2 / 11 7/8" TJI'S PRO 250'S @16' O.C. W/ R30 INSALATION TYP, ~ 4'X 4' REDWOOD OR E (2) 1/2# ANCHOR BOLTS @ 4/ OC ,'-TREATED POST TYP, EMBEDED 7' MINI & WITHIN A10 12' OF EACH END OF SILL PLATE FOR ANCHOR BOLTS PLACEMENT SEE DETAIL Â© THIS PAGE (3> #4'S EQUALLY SPACED fl (2) 2'X 10' REDWOOD-,' OF 12 WITH THE TOP & BOTTOM OR. TREATED BEAMS * NOR MORE THAN 6' FROM BARS NOT LESS THAN 3' -XK- . THE TOP OR BOTTOM OF FOUNDATION WALL DATE: -(2) # 4 'S @ TOP MAR. 12 2004 1. CONTIUOUS REVISIEINS: . ALI - 21'X 10' CONC. FOOTING W/ .,1... : I.â‚¬.r . (2) #5'S CONT, HORZ, & #4 r-10 " - DOWELS VERTICAL @ 32 OC . [317 f ., 1 ~14 , r - Â»*.14-* 9.-3#9%. . l *Â·P#*47 1 ft,i 4' 3000 PSI - , Â·10 ~_~12' - 5 1/2 SACK- 1 11353 *W 21'- /1. CONCRETE TYP, 2.4-4%...... 1 , 94. I. Â·Â·. , 2 t.,74 -pÂ· SECTION B-B PORCH ROOF DETAIL Â© SCALD 1/2" = 1' SCALED 1/2" = 1' *. I *-rDETAILS 22'47 CA101 . Nig:.A: ~Â·Â·Â·Â·F'9Â·1 k. AL ... NOTE: ALL REINFORCED STEEL- SCHEDULE 40 MIN, ~>*j*. :.47.49Â© .. , -8..984 ~ ~4 41Â§~ Scale: 1/20 = 1' 01999 J.C. DESIGN NEANVO >]3933 (H) DE33 2tk-Ott_ l_IG08 133 <>]3]Vd 83193 NOWNVO kl36NAH1 * ALL CONSTRUCTION SHALL CONFORM TO CURRENT UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE CODES, * DO NOT SCALE DRAWINGS FOR DIMENSIONS. J,C, DESIGN 2281 BELLEVUE DR, Estes Park, Colorado 80517 PHI#(970) 586-2765 12 ///0--19 5 SHEET TITLE: ELEVA, All OF 12 DATE: MAR. 12 2004 REVISIONS: 411 L L L V 1-1 i 1 L.J I N 0 0 Al 2 Scale, 1/4' = F O 1999 J.C. DESIGN %10.1. / 44 113////////9//~* 1//4,////* ,1;/~/1f/*/0 - NE11NVO 333(INAH1 3](1 NUANVO >1093% CH) DULEI 2*L-0-kl- 21%08 '[30 <>Â·]3]94 1)113 ir y. 21 Â·/ 14. 142 I k .. . Z'. -/Inilin,Mill,01111,1,1,mill.millimillmâ€¢iâ€¢.- -'.Ill'll'A ./..imillimmilllâ€¢11111â€¢111â€¢millimâ€¢imâ€¢11111â€¢111â€¢111â€¢01*i.q -'Il"filuill",miâ€¢,mâ€¢iâ€¢,mililim,imiâ€¢lilmâ€¢11,â€¢miliâ€¢milimmilimâ€¢â€¢iâ€¢ilp.*Il.'- ,~0â€¢â€¢,iâ€¢Imâ€¢lilmâ€¢â€¢Imâ€¢Iâ€¢Imitli,mi:Imâ€¢Ilimmili,Iâ€¢Ilimâ€¢liimme:-ok=~ --giall'Imillillill'lli:1""111.11"in'In.Ill"Ill'lill"ill'll.111.11111"1:Will<'Mililill:Imilim:::119"ll.'- v.~:Ill.11101111~1111~~10111,MI,1021~ 37 % tr. .../...1....P---9.... ....1/.========.1... i .1.lill.'Il'.1=.-1.11.1.11...11-1- =mm,ililinlillillilirlilr1"irill:- -_ pirillrillilizilillill"il:riililitill'llillill ~ 2.1.mall immwi -1,â€¢i,111111~11111111111ml~â€¢m, 11111111111111llillilmill!!111- .-1-'-.-1 .-:-'-"-"- 11.1,1.1 limmill,Imil~~~- Illiallim t. 1 .,4*X. #U.... A . . 0 A MA Â« r .4.4. II.I...I....l.I...I.I...I.III.I.I.I.I...I.I.I.I.I.I.l.I.I.I.I.I.I.I..i.II..I.I...I.I.I.l.I...l.I...mI.I. Int:imii,imâ€¢â€¢imimâ€¢â€¢im=Immimmimâ€¢mimillimmailmalâ€¢mill.milimmut.milim=immi â€¢10â€¢10,1.'â€¢Im=imâ€¢â€¢Imimimâ€¢â€¢imâ€¢11â€¢milimilimmilim.mimmit.â€¢min'Imâ€¢â€¢Imâ€¢mimâ€¢ immâ€¢â€¢imâ€¢lim'mill,imimim.,im.Ii.mi.mi.mi=,i..,..imma.mill.im'mi. .mull.=,im.Ilim.mummimmill.'â€¢Im"mimimmiâ€¢Immilimâ€¢millâ€¢Inmallimâ€¢111'â€¢11'111 1.11.1,1.1...1.11.111-11.m'..11.â€¢1.111.â€¢limmt.111.lim.111.111.111 1.1.1 .mâ€¢â€¢imâ€¢Im"in,limmim=-milimill"im=Imimillimmulmilimiâ€¢-minim-limm Imâ€¢â€¢imâ€¢â€¢immal=â€¢imillimâ€¢â€¢Im.â€¢im.mimm".mimmi,imâ€¢Imin'".Iâ€¢im'â€¢Imillimâ€¢milmilml ...................................................1...0...........6/1..1....1........... ---ILI.11 lili ===11.1. 1---- ..............................................................=111.--- lilli.......lili............. .........1- A 1 A ft, A .A 12 5 Â· ELEVATIONS A12 412 Scale: 1/4' = 1' 13â‚¬ 1 e. .. 71Â·** -ilallill:G-:t~IlillilitN*11*lli ./.r.9"../PER"ll'll' Illit:/1,1112!Miby"18- -/Illilliwilmimillmilmimmill/'.- -04/,l-,Illil,Illill,Imillillâ€¢illillâ€¢m~ -4.88â€¢mimâ€¢milimmillimiliâ€¢Imimâ€¢mil"Ell.'- -dill/Mullm.1.111.11111.111'ill'll.1.111.1111.1.111.im"ll.- . ,~111â€¢milimmillâ€¢millâ€¢millâ€¢millâ€¢â€¢11â€¢1111â€¢imillâ€¢li,1~ ~~l,Illil,Illill,Illmillâ€¢millâ€¢!â€¢lillâ€¢laillâ€¢lâ€¢Illâ€¢lilillâ€¢lillâ€¢millâ€¢Im!~ 0â€¢millâ€¢millâ€¢Imimmilimimill,illiâ€¢ill,millmâ€¢Immillâ€¢millimill,mimmilmill.'- ..1 iâ€¢miâ€¢â€¢iâ€¢111â€¢millâ€¢millill:,1â€¢miliâ€¢ill,"â€¢Imiliâ€¢Iâ€¢111â€¢milimâ€¢ilillâ€¢111â€¢miliâ€¢millâ€¢malâ€¢~ Imimâ€¢miliâ€¢milimiliâ€¢litilâ€¢milimâ€¢Iâ€¢miliâ€¢miliâ€¢miliâ€¢mimilâ€¢,1,â€¢Iliâ€¢â€¢miliâ€¢mimmm 1/~,-/A 4/li .. .. . . '' 1 1111.11111.11-IL_._.1-'Il.-'-6 illil.Im..11.-- 31. .. , dic V . .4.4; '%= I * 74 4. r 4Â·>g . A. A ~ 4% #X A 7 ~~ Â· / *4 I.1.I...I.I...1.I.I.I.I.I.I.l.l.I.I.I.I.".I..I...1.I.I.I.I.l.I.I.I.I.I.Im..m.I.1.I.l.II ilm,Immim.mimmilâ€¢milâ€¢mimâ€¢mimimâ€¢â€¢mimmimmâ€¢,mimimimimimâ€¢â€¢mi mimmilimmimmimmt-â€¢Immlimâ€¢mimâ€¢mimmimmilâ€¢miâ€¢â€¢millâ€¢mi=Im -R~ ag@al 111=Im.mimimimmilmmilâ€¢mimimimlmâ€¢â€¢mim..11â€¢mim.mtâ€¢.minimimi 21.Al##.4/'> Imimimi.imilimi.11â€¢mimmilâ€¢mimmimmim..Immalm..1,â€¢mimâ€¢mimil â€¢min.mimimimimim.mimiminimim.mim.mimimim.mimmimiminâ€¢mimill Â«*t A ter)/'.. m-limim,â€¢imimillimminim,mimâ€¢â€¢mimimâ€¢â€¢mimmull/,milimimâ€¢ ....1 illillililliwilillill im.mim.mimi.imimilâ€¢mim.mimmimill ..1. '4. '1 .?*41 - 4. i,411%?:'.- .Rty ....... 9.7 it'.f , 41*1 - 1 . - Ilililial' 11:'llillillillillill'llill'll'llillillill'llillillillillillilli~ A 41.. d,tz . TWA' .4,4'Â· .4 4 fe . ... 1