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Home My WebLink AboutARCHIVE 655 ASPEN AVE Building Records Prior to Community Core 2018Entry ID: 103073 Name: ARCHIVE 655 ASPEN AVE Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\HYDE PARK\655 ASPEN AVE\Building '03073 S.2 < co Â® f- 0 - 9 19 >IMVd S 31 S 3 00 VH 010 1 Certificate of Oecu-,ancy 655 ASPEN AVENUE This DETACHED SINGLE-FAMILY DWELLING has been inspected for compliance with the laws and ordinances of the Town of Estes Park and is hereby issued a Certificate of Occupancy Building Permit Number B-9466 Zoning District E Estate - Residential UPWO Bu!Plang peol luednooo uâ‚¬!Soa poomsjuDI Poluf (S) IDUm() jO Ssgippv pUE OUIEN[ L I Â§08 OE) 'lled solsH 0-HI 600E opoo Jo uo!1!PE[ 0Iqu,!Iddv OAV uodsv Â§017 HNON polpnboy InalsXS lopiuuds Xouednooo pue asa uouonilsuo) Jo od.KI office Received Date .2019-67-/7 Town of Estes Park copy Permit Number 3 -946 + Received By aÂ© Long-Term Residential Application/Building Permit Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires /-/4- 29/ f General Information (970) 577-3726 1 FAX (970) 586-0249 1 www.estes.org NOTE: Use this Form for Long-term Residences 30 days or more. Permit Expires 5 - /O - 20,5 Job Address: 655 A *c,1 Avi Condo: 0 No Â¤ Yes; Lot Size: ' sf/ac -79 Llert> Lot: ~_ Block:9 Subdivision: 6-(j~ fcirk. Parcel #: 625303 -1/-003 Owner Name: -3~4 R,< FY; 4.15-,0 o ed Phone: 4 70 2/9 â‚¬007 Address: 1 4 AspuR Ak 3 83 5+4 fodrk UD %509 7 [Street) (City) (State) (Zip Code) Contractor: fc. 1 4- Town License #: A/*A Phone: Â¥74 2/9 tit, 7 Address: 40Â»1 c (Street) (City) (State) (Zip Code) Email address (REQUIRED): =id-ti @ 4001Â¢5 63 kil,1PWueecd ' col/~ The Following Applies to New Work Only - Complete all that apply: O New Building O Alteration O Addition Master Plan# Building Usels): 2Awner / Residence Â¤ Rental -30 days or more Â¤ Accessory Dwellil~g Existing use: ht// 4-:/4.1 145 Proposed use: IÂ¢â‚¬5, ; # of New Dwellings: / ; # of New Kitchens:. / Sewer: k Estes Park Sanitation Â¤ Upper Thompson Sanitation O Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: O No M Yes - State and Town Licenses Required; P/umbing Fixture Worksheet Required. 1 3/'. U Fixtures: C*Add O Relocate O Replace Â¤ Demolish Water Service: O Existing &R New - #of Meters: / . Meter Size: / 47 inches Electric Involved: O No *Yes -State & Town License Required. State Permit and /nspection Required. Temp Meter: O No ~Yes Service: O Existing <New O Overhead O Underground #of Meters: ~ Meter Size: ~ _ amps; Phase Voltage Type of Heat: M(Sas [] Furnace Fuel Gas Involved: 1 No M Yes-Qualifications and System Sizing Required. Â£ Electric O Boiler Type: ~SNatural Gas Â£ LPG # of Gas Appliances / Outlets: 8 Building Height: # Floors Basefentjsf) 17 Floor (sf) 2nd Floor (sf) Garage / Qwort (sf) Porch w/ Roof Deck w/0 Roof R.3 1 Ck Fin O i 77 Fin I A. 9 1 Fin '770 Attached ZO 3 (50 (sf) 97 k. Unfir,7 15 Unfin Unfin Detached Job Description: ,/lito sh 43 le Fin i & Ho 41Â£ Total Valuations (1~36M~~Ils),0~00,5&,9,Â£x> 61< I have submitted the Minimum Submittal Checklist for Resilential Construct)~~01,q~@##ith this applica ion. â‚¬0 9,0 %4/"/' 4- CAP I certify this application is true and correct and agree to per orm ~09)61'*-deseribed-Â·aâ‚¬â‚¬eFâ‚¬hA*4*Â·plaa&~~e,lizat ons submitted, reviewed and approved, and comply with (Ie local ordinances, state and federal laws as well as building 01@!EX#!Bliaify that I have the property owner's autho ity and permission to apply for this permit. Additionally, 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR Eg~~~~~tR-ED FOR PLAN REVIEW, PE*mITS, 1, SPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. O Contractor NOTB: -25,Owner O owner's Agent OTenant Signatur s<2/4/ 111Â· /1. A,Â£- â„¢.-1 1\51\3 Â¥rmt'.,me- -Juyâ€¢4 M. 62 -475.-heoc~ *" Office Use Only *'* Job Description: Dept. Approved Disapproved Fees AJEUD Dâ‚¬T-ACAEO SFD Applicable Code(s): Type of Const. Occupancy Class(es): Public Works 1 1-'be VE 2-8 Water ,/, 8015.06 Occupant Load(s): Flood Load(s): Roof Load: Light & Power SPD 40 PSE 45 PSE Planning 0!3-*LD... 1, 41 51 0-7 86.0 Variances: ~ Fire Building ap 2.//9.35 Front Side Rear River cle Plan Review /: 377.58 Setbacks 15 103 ,â‚¬ 14/A County Tax 901.-71 Zoning Census # Cert. of dE- Hazards Geo Wildfire Flood Occupancy ClÂ¢ 522 Co 0,) A Buildir,Qi[Icia Date * 1-7,5 \G.11 2013 -09 -09 Total \\Server!3\buildingdept\Forms\Applications\Building\Long-term Residential Building Permit\Long-term Residential Building Permit 2011 APPROVED.doc Revised 11/7/201 1-KT 40 04.0 r 17 - - A,IJA#f>lA - rtier. 1 Â·-= . I Al//- c.tr e 401,+11 S 14 RL_ . 1 - , Of COL A 6 1 j r. h\4- <'46, - fll ./1 - i $ e AN S / B.1745 / jt' ~ Â· . *nÂ£ Â· t Â£ 1 * : - *419Â«.9 B %41 4 D ei Vil*art CAL- 4 *:WZ415-, i dÂ»C/'e'tr- 2 15,4rca i 4. 4 j : 1â€¢1 it 4" Â£Â»tâ‚¬ 44441 1 6"jew'Jul- lei 9 -001 9/?41/71-31 1 - â‚¬2ix IL& *PÂ¥ZÂ·â€¢CA f> FiED T/,041 42 - *4 Â»A leÂ» 1 .'- ./- 1 1 -t-14 \1 12*tk /_4#0~ :FÂ¢EKE Fl reÂ» PEÂ·*1*3> ,C;f:,#rf~\,-7- 1 *3$1PE *> S>147 +1/ye- 10 -PAY L,4 #pr -44,28,7 f.**5Â· A /149*Woo 12 45,5 Â»Â¥ -0 8,24*<. rou/OtyÂ«T/OU EDETA(l--Â· 573(Mt Â· , 24 - D 41'/5=3/, t; 4JP \/ 11 - t' FOWN 01- C. i tb Ah A APPROVED â‚¬-- Buttel#;i*Q@partment <CLI-___---8 1JF#52,52Â£16314 Date 22Â£-09 - b Buildinc Official 1 1 11 E (0 S ZIWOH Z L909 OO Mied sels3 743 8 eAv uedsÂ¥ 999 -gi M 6: emoH meN M zvt %52 %% M % pooNLSBU!)1 ~ 14 GOOMSDNIN %%1 z;0 800 sser 9 pe.ler fach bi 1 H Pil N tilk El-1 HN n : 47 tal e / H I U MIN MI U P / 47Ae#'Al I l/AvhtE,4',7:'Ir--I,'2~WAY,* '1 I !:11441,lill.'4' (Â¥13,i.li,1,141 111'll,lit#11,1. "ww,WAÂ·:7 ' i.264t~VAUL i ~'. Â·7, ir i i- Wfui' 1 117'WAWN,l' - Z 6 2LU Z <0- <O 05 O CO 05 0 f ZH n 4 /-- (10 20 1 W I 0- ----0 5 f X 'Mt Pr S C 0 h- 6'-8" HD CL, TYP ~ :m I 05 2 93 C i.- " U.1 - 05 Â© D-/-(i *__-(i C 4- Bo >51 9% U). 0 ill tic (0> 6- a hit CO J 1Â»L * 0 U #4462 2 1 -1 < 4-% i ~ Cy Bo 4 0 g 0 k<- /, W a Z 3 /n 44 rn s 0- â€ž (3Â» / - :MI 84 %21 42 {r- 1 1 //1. Uil m c- 1- f / F=it--2 ' L-r.4-- 18 L----11 i /*Q e r. ~ - 4 t- 1 - AÂ« - -MI 27'A lili 2 81- 6- I F. 14 BI -1 Id b '. 78 1 3Â» Z LLI *25 2 9 3 0 24 S ' li) 00 044 uo!108 Ilkill/11@illk = .WL 3 [RREÂ©[*OVEN D gb 04 Il \1 - \\ Kingswood Residence '\ \\ - --2 -222-1- Itt Â» E \ 655 Aspen Ave do -! 1!L-11 h., \ /*--1Â»Â¥ Ai~j \ \ 1! ) e==9 2-- r 1 #-T I \\ 1'#lilill' M i' 4. 2 I Rrn i 111 Estes Park, CO 80517 =4 1 **@1*Â»ff I~~ \ 1 li - \. \ --- L-- - 1 - BUILDING NOTES: - - *.-1-9= 14 LU 514 1 ==LA 1 BUILDING DESIGN CRITERIA: 1%12 0 0 1 - - _ \ LOT 3, BLK 4, AMD BLKS 4&5 AND ~OT 4 \ - WIND SPEED - 140 MPH 3 SECOND GUSTS EXPOSURE C 1-1+ 1 , --6- GROUND SNOW LOAD -45 PSF - -- weuu- \ ~: OF BLK 3 HYDE PARK, ESTES PR \ , FLOOR LOAD - 40 LIVE + 10 DEAD = 50 TOI PSF -- -1-->-pl ---- Z W 4 LOT 3 \ \ - DECK LOAD - 60 PSF 655 ASPEN AVE ' 1 SEISMIC CATEGORY - B \ $ 2530321003 - -_- ' Â· - - ----- \ \ -- ~ \ --- TYPICAL EXTERIOR WALL: 1 \ ~ St APRX EXISTING \ 1 2*6 FRAMING AT 16" O.C. WITH 7/16 STRUCTURAL SIDING PANELS. HOUSE WRAP DIRECT TO STUDS - TAPE SEAMS. \ .6,\ 1 BATT-N-BOARD SIDING. 1 1 - -- Id) 2'CONTOURS -7 - .- L~\\\ \ . -- ------- - 2 - -- - ' GABLE/DORMER WALLS: j /\ \ \ 2x6 FRAMING AT 16" O.C. WITH 7/16" OSB. HOUSEWRAP - TAPE SEAMS. "SHAKE" SHINGLE OR LAP SIDING. WWW HOMESBYKINGSWOOD COM 1 APRX PROPOSED \\ \ --- \ TYPICAL INTERIOR WALL: - vox: 970.586.6551 ~ 1 -7,-~--2' CONTOURS__ Y'? \ 2x4 FRAMING AT 24" O.C. THROUGHOUT fax: 970.586.5148 \\, GARAGE WALLS: \S ' 1, EXIST 7780.3' ' \ ,-- --=- ~Â· : Â·Â·Â· .Â· Â·.T .'L- EXIST\ 7775.31. - 2x4 FRAMING AT 16" O.C. AT ALL EXTERIOR WALLS. HOUSE TO GARAGE WALL IS 2*6 AT 24" O.C. - INSULATED \ FINISH 7780.3' 1~ - 't -~---'-'----T----1 -Â·J--21NISH\7774.9' \ - \S =14- - -.- - -1%3*, AP_7~ 3'5**BL--- - ~-_2-_1_2 1% 2315L<--4 LOT 1 FOUNDATION: Issue: \ 641 ASPEN AVE TYPICAL FOOTER - 8"x16" MIN. 30" TOP OF FOOTING TO FINISH GRADE. 8" FOUNDATION WALLS REQUIRED WHERE OVER 36" -HIGH. - SEE ENGINEER NOTES BELOW AS WELL. Construction i , l,n ~ 1 3- 5 co -7 L g .1. rn . 2530321001 / Set \ . . / 1 1 .V -/- ROOF: Date: e \ in ROOF PITCHES ARE 9/12 GABLED ROOFS AND 4/12 SHEDS U.N.O. 2x12 RAFTERS AT MAIN ROOF AND LIVING ROOM GABLE. L RIDGE_i__--_ 2< Â· ' ~ 11 7\ 1 1 - \\ 6 \3 7807.31 1 TYPICAL OVERHANG U.N.0. 30 YR DIMENSIONAL SHINGLES OVER 15# FELT. ADEQUATE VENTILATION ACQUIRED BY RIDGE PRE-ENGINEERED RAISED-HEEL TRUSSES AT GARAGE - RAISED HEEL TO MATCH 2X6 EAVES OF RAFTER FRAMED ROOF. 1' 8.22.13 LOT 2 4, WALKOUT 7775.2'~/=4-11,..~ ~ --, \ VENTS AND SOFFIT VENTS. ' i MAIN FLOOR 7785.4 /25% - 1 ~ " \ 651 ASPEN AVE \ 19'-ga \ 2530321002 Al \ HEADERS: *Â·Al' ---'~~~-~-=~~ |1 EXIST 7781' jli~- --1-@ 3 -- ~ p -- #2 OR BETTER SINGLE 2X10 EXTERIOR HEADERS ON NON-LOAD BEARING AND/OR WHERE SPAN IS LESS THAN 42". DOUBLE - ~, -EXIST 7785' .~~j ~7--~FINISH 7285~-1 ~~ "~~. 62 0 .~ _ ..._L 2x10 EXTERIOR HEADERS WHERE LOAD-BEARING AND OVER 42" U.N.O. HEADER HELD TIGHT TO BOTTOM OF TOP PLATE \ \ FINISH 7785' , 1 - , s --1 44\ EXIST 7780'~ 1 \ DOOR TRIM: EXIST 7782.5' -T FINISH 7785' 4\ ALL DOORS TO BE SET WITH MINIMUM 4 1/2" TO CORNER FRAMING TO ALLOW FOR TRIM. MINIMUM 2' TO DOOR FRAME 1 FINISH 7785' _31 . 1 T1 - \ U. N.O. INTERIOR NON-LOAD BEARING HEADER IS SINGLE 2X4 U.N.0. FROM CORNER OF CLOSETS WHERE CLOTHES BAR RUNS PERPENDICULAR TO DOOR WALL. , \ - PROPERTY LINE 10' 1- DRYWALL: LOT 4 * \ 1 1 DRYWALL ALL INTERIOR WALLS AND ALL 8' CEILINGS - 1/2" AT WALLS AND 5/8 TYPE 'X' AT CEILINGS, GARAGE/HOUSE WALL 663 ASPEN AVE ~ 4-- - - li ~~ h ' \ AND UNDER STAIRS 2530321004 1 . 1 1 INSULATION: BUILDING SETBACK -1 110 : : . ROOF INSULATION TO BE R-38. WALLS ARE TO BE R-20 UN-FACED BATT WITH 4 MIL POLY ATTACHED TO INSIDE EDGE OF \ j STUDS. SOUND INSULATION AT BEDROOM AND BATH WALLS AND IN FLOOR/CEILING ASSEMBLY. R-10 CONTINUOUS OR R-13 Em -- ------- -*ATER SHED _j DIREGNQN_ 4, \1 \ CAVITY INSULATION AT FURRED BASEMENT AND CRAWL WALLS. SOUND INSULATE AT BEDROOM AND BATH WALLS AND 0< BETWEEN FLOORS AT BEDROOMS. ZL \ ~11. NEW DRIVES - F*f -- -rL 3/- \ MAX SLOPE 12% HVAC/PLUMBING - \ MECH. LAYOUT AND VEEING DETERMINED BY MECH. SUB. -POWER VENTED W.H. IF NECESSARY. /\ m O Le 9 Z&; ' ENGINEERING NOTES: 1. THE OPEN HOLE EXCAVATION SHALL BE OBSERVED BY THE ENGINEER PRIOR TO FOOTING/FOUNDATION FORMING. I \ \ 1/ 2. THE FORMED FOUNDATION FOOTINGS AND FOUNDATION WALLS SHALL BE OBSERVED BEFORE THE CONCRETE POUR. SPEN AVENUE \\ 3. CONCRETE IN THE FOUNDATIONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI WITH 1" AGGREGATE Sheet Title: 4 N AND 5% ENTRAINED AIR 4. REINFORCING STEEL SHALL BE GRADE 40 OR BETTER Cover/Site ~ Site 83 - SCALE e = 10' 6. GLULAM BEAMS NOTED SHALL BE DOUGLAS FIR, NO CAMBER. 5. WALLS OVER 5' TALL SHALL HAVE #4 BARS SPACED AT 24" HORIZONTAL, MAXIMUM. D Sheet No: T HE V ALU E Y OU' V E BEEN LOOKI NG F OR pOOMSBUDI sser 9 Z X909 OO MJed sels3 - -11 .. 11- 1 - /, \04\- - - ij- Â· Â·-i L===2 1- I 6==41-.- 91 P==10 1 111 , ~11~H -11't=~ : 1==-11 -- ..... - r=r==3 -3---,--- -lIECIE I ~~ |1 f--1 -1 1 1 iwiwi I -ill--J - 1 1 1 1 Â·[11111111 IE ~ 02 --Â· 1 16, 6-4 1 1. 11 . 1. 11 ' 1100 1 11 11 11 11 A 11 1 - WWW.HOMESBYKINGSWOOD.COM CÂ© West Elevation ~ South Elevation vox: 970.586.6551 SCALE 1 /4 1Â·.GÂ· fax: 970.586.5148 U SCALEÂ· 1/4" = 1-9 64 Issue: - - -- 6 '~,// -U J. \*:t~ZZ=6--- 1 - ~ - --~ ~ - - - - Construction Set Date: /5/ \012 -1 ~-3 9.. \ DORMER TOP PLATE Â¥ ' 1 rF===i] I'F==a T==11 1 1 73 7 7 16'-11 3/4 1 ---- ~ L=:11 2=311==b 1 F - ~ 2 11=2] U_ L.-Â·.' 1 I 8.22.13 LOFT FLOOR V to'-1 3/4 1 -.... -1 TO. WALL 9 9-1 118" 4 1% 11 1 i' 1 16.1 - IT--mirÂ·--711 4 4 2 1 f. r'11 111 521 1 1111 3 1 p-in r- n I I 106 11 /:11 +El rm 1 111 9 I 1 1 03 Â®El[[1111 ~ 1 4.-i , I 1 ! 11 â‚¬--1 -47(7--1 14 1_to--f--3 Lut- 1 Main Floor V <A--1.-41.1, 111 0 1 1: \/ 1- - rE 40 r 3 1 --- Â· .1'Ly[-4 - +1-2 u.-4-12=41 / 0 .... TO. SLAB V/ - -10'-1 3/4 - - P 4917 P 7 - 1 Z 1 2 Â® East Elevation SCALE 1/4- = 1-4 . 0 Â® North Elevation SCALE 1/4- = 1-(r Sheet Title: Elevations Sheet No: THE VALUE YOU'VE BEEN LOOKING FOR GOOAKS pOOMSBU!11 sser 9 S E[IN O eAÂ¥ uedsÂ¥ 999 2 L909 OO >lied sels3 -//Â«995~-R~ON\-- - -0 0 00 ime 1 971 *111 1 *W [El El Th 1 , Ii=11,0 2 2 PROVIDE IL_UMINATH STAIR' KITCHEN -62 0-1 15 RISERS, \ 3 MIN " BEYOND 0 I flli' i 11ANDING W(32-0 .i'ir /1111111 "MIN <-3 1 t==== , 1.9 -ir g n ~p rl 2-1+ ME J 1-UND RAIL 4 1 ' p-=--==d L U b LIFE= EM L /~ PER CODE 9 2 1 -1 N 11 li N 11 11 1 U 24. [2e~~~~,~strN:ETAR~= ~f ~-2 k- P 1 %32] \ 1 'Flin ti ~42=LELy 0 ; UNFINISHED ~ .~ | ~l '0 BASEMENT 1 - Ed r 2 WWW.HOMESBYKINGSWOOD.COM ~ vox: 970.586.6551 L - ' fax: 970.586.5148 7/16 OSB SHEATHING UNDER 15# FELT UNDER DIMENSIONAL SHINGLES Stair Section ~ R-38 INSULATION IN RAFTER BAYS SCALEÂ· 1/4" = 1'-e Issue: ~ ~ - 2)(12 RAFTERS, TYP U.N.0. Construction /12 ~U /- --r PROVIDE AIR SPACE FOR VENTILATION Date Set "%%<' /-- ?IyN. ENDO~I~~~~ER - rSOFFIT VENT PER CODE -- 8.22.13 RIDGE BEAM J 1 14. tx HARDBOARD FASC1A OVER RE: EmuCT t \ /1-- /- 2* SUB-FASCIA ~ 9--il IPI~Fl EN--3 1, 141 -Fir-=31 Fl, / OPEN . H iii m jil 4 1 1 111 11 ' 11 an=WIÂ»=11 1%=ill ie ,11 k---- =tar- - ~AT BEDROOMS 496 - BEDROOM 2 ~ 4 8~ARD & BATTEN SIDING. TYP 7/16" APA STRUCTURAL SIDiNG OVER HOUSEWRAP DIRECT TO STUDS DRIP EDGE OVER TRIM, TYP SOUND INSUL. 1 TAPE VERT. SEAMS, TYP - WINDOW PER MNFR SPECS, TYP . z-- -9 - 1 - _R-20 UN-MACED GATTVOH 4 MIL POLY - ~ f. [ - 3.L-/-' ATTACHED TO INSIDE EDGE OF STUDS < I 11 .- 11 7/8 RFPI OR SFA JOISTS 2 i 1 -1 M-- 1- EXTERIOR WALL - 2*6 STUDS @ le O.C. 11 1 ~ 1 1/2-x le ANCHOR BOLT @40Â£,MIN r '~ P| I Fi?I I _~ I-EMBEDDED INTO CONC. wi Tx2~3/16 PLATE LIVING ~ MUD lili 1 MASTER~ Fl'[3 MASTER i' 11 6 BAni .LI113 CLOSET ROOM .~j . i GARAGE WASHERS 6"-12" FROM EA. END OF SIL PtATES,TYP =17/ TREATED SILL PLATE 4 i h / ON SILL SEAL, TYP 3 E 2x4 FURR WALLS FOUNDATION WALL: 6' WALL AT OR BELOW 3 TALL _ _- -- -_ _,_.--- - AT BASEMENT n INCREASE TO 8" WALL WHERE OVER y HIGH R- 13 INSULATION \ 7 X*~- VERTICAL BAR 418 0.C = A ~ ~f~~2ETTER REBAR REQUIREMENTS I * Â· WALL, 3' Â· 1 BAR TOP AND BOTTOM ' ~ ' L- E3O 0..4 -CONC. SLAB ON V k WALL>345' -3 BARS EQUALLY SPACED FUTURE Ill ~1 *Tuirl :- 111- 111 COMPACTED FILL 1 E WALL>5' - HORIZ. BAR @ 24"MAX O.C. 11711 07 Ir-7 'In!1 ~| (TOP & BOHTOM BAR>r<6- FROM TOPAND BOTTOM) 1 11 1 .1! 1 X: i rxle F~OTER MUI. 30" FINISH ' v p IELOW GRADE ON UNDISTURBED SOIL Ii=-11= --I, 111=21 ' 1 -OR ENGINEERED FILL- 1 2 2 9 -+1 ~ (2) #4 GRADE 10 OR BETTER HORLZ. REBAR P 11 1 4/4 - 11 111 -'K - r~j r FROM 8.0. ~oorER ~ ~ ~--_~ ~ ~ LO \- DRAIN TILE IN GRAVEL BED, TYP 9ZE h Typical Wall Detail Sheet Title: ~ SCALE 3/4Â· = 1Â·-0- ~ - - ~ North Longitudinal Section Sections SCALE 1 /4- = 1'-O- Sheet No: T HE V ALUE Y OU' V E BEEN LOOKI NG F OR pooAAS6u!M sser 9 2 X909 O Mied selsEI 7-11' , 7-11 7'-11- , r.11- , 7Â·-11- , 2*12RM__'______- Â© 'f - - --- - -Â· - ~r~SIMPSON HUC212-2 ~ | 101 4 ~ 1 SIMPSON L828 JOIST HKNGERS | / L (OR EQUAL) AT | j | EA. END OF DECK ~ --""---- '----- ~~ POSTBEAM CONNESTIC'El ------ -- -- -- 1 -02 0 2 ~ ~ 2*~AILER AT~ALLSD Â¥3.-- t,ZSF0LNU~~~~02-R~~L} ~ 06Ifkul \ 31 ~ LETER LOCK ST~*5*~ 1 i~AtifIST~ kl k~ / \~L.Al--4.-IZN,0.AC,-v-4'~~~\ 6/ 1 /4 49-#---3-iw).42--+tifIAT:r' # ~ BEAI~ POCKETS OR SIJAPSO~>/ '>r HU212-2TF (OR EQUAU @ /0 2 2 lili 1 ~1 1,0 ,/' Utz,tfAT~ONS. 1~ ~ -101Â·12 -1 111 11[Aclip, HEACER rlt'"'IG 1 11 1 O 0 I 1 7/8" RFP! OR SFPI 40 DISTS @ 24' ~ 3/4~ TW 058 FUÂ»R SHEATHING GLUED AND NAILED (5) BD COMMON NAllS PER JOIST - IN EA. SHEETEVENLYSPACED F LOAD BEARING WqI L 6\- 17'-81/2Â» - 44 _16Â·-3_12", ~~~-~~~...__ 4 ,- r"R-1 9 <*siDDUCE Â£~ 1.1. L~~~hQG:L - - - -,3, LOAD TO FND , (0) @ (82 (61'' , BEAM POCKET ~ - */ 1 ./ ./ 140) * , 7-11- 4, 7-11Â· AllÂ· 7'-11~ ,~ 70-11" ~ " WWW HOMESBYKINGSWOOD,COM TRIM JOIST T RIMI JOEST _ vox: 970.586.6551 L ABE66 POST BASE AT L 12â€¢ DIA. CONC. DECK MERS -Â»EHE--(FÂ®ir- , fax: 970.586.5148 DECK POSTS - TYP OF 7 (3) #4 VERTICAL BAR - TYP OF 7 U 1 0 - o CONFIRM JOIST i L LAYOUT WITH PLUMBING -~ r--------- ---- i-------i Issue 12'-111/7 19-91/7 . Construction Set L MAX SPACING MIN r EMBEDDED INTO CONC. -Â·Â·Â·/ | ' 1 1 Date: \ 1 1/25<10~ BOLT W/ 2%(258/16" PLATE WASHER / | I 1 CENTERED ON SIL PLATE @ 4' O.C. / 7 8.22.13 MIN 2/PLATE 6--17 FROM EDGE Of- PtATE, TYP | ~ :i ~ -STAGGER WITH STUD SPACING WHEN POSSIBLE | f - '- M 4Â· CONCRETE SLAB h r ON COMPACTED FILL 1: 1 1 8- THICKENED SLAB i /17 Main Floor Framing 8"THICKENEDSLAB 1 r AT POINT LOADS 1 ~ (21 #4 BAR AT MID-DEPTH~-~ l L J SCALE 1/4- = 1'-0" J {21 #4 BAR EA WAY 8EAM POCKET t'- / - -1 - - - _ - 1 - - - - - _ - - - - _ _ - - .- / RE FRAMING ~ia,1 1 '21 18'-41/7 T:] ' ' 17'-5 i 1 1 11 1 1 1 I 13'â‚¬ ki~Â·-5Â·t- 7- 4,1'-fi 2- Â¢ 17-5 4 $7-\ 1 ,1 1 1 4 , BLOCK OUT WINDOWS 'e. mil mi 101 11 11 1 42:F==. 1 At- - 6.-La-742- u 1 1 1 : 1 ---'Za~3\ 8- THICKENED SLAB | CONFIRM WALLSTEPS â€¢ -~~ z'=Latty 1 1 1 1 4 UN FIELD WITH GRADE 0 1 1 1 1 1 4 - 1 -1 1 1 1 -1 1 6 1 1 1 6, 1 1 N I 1 It 1 1 1 1 1 1 1 E . 1 1 34'-8~ .1 1 1 1 1 0 I 1-3 __ - I ' Z 111 111 11 *ALL GLULAM BEAMS TO BE DOUGLAS FIR, NO CAMBER tlili 11 1 1 -11 11 ----- 11 E 2 2 It It t--,1 It 11 Fb= 2,400 PSI, E-2.Ox 106 PSI 11 4 15 b..1 i.1 |~ ~ LO 1.1 1 1 | STHDIO TIE DOWNS -'ZE 1 1- ATGARAGECORNERS.- N -21Â» ' Sheet Title: ~ Foundation " I 4--------------- ---------- SCALE 1/4- = 1'4 Structural Sheet No: T HE V ALU E Y OU' V E BEEN LOOKI NG F OR (21_11-ll81YL _ pOOAASSU!11 sser 9 eAÂ¥ ued Z L909 OO >Ped sets3 [*1 VT / 1 1 r 16- OVERHANGS, TYP 1 .----H----F---4 1~ 1 . 3Â· 4 11' | | ~L. GABLE WALLS FRAMED 1 1 11 1 TOROOFSHEATHING. TYP 1 1.1 ~~~~~~~~ ~~~~~~~~~~~~~~~~ ~~ ~~ ~ ~~7Â£1/ JI (2)LEDGERLOKS ~'~~~~~~t~~lze. 1 ,- 0/13=7 1132==-L.#1-21- 3 -== ~'' l_(2)2~ HEADERW/ A| d) INTO EACH MEMBER -,trd / (WALL BUILT ON TOP) 4 0 00 KING STUD BTWN WINDOWS 4 | i IOF BEAM ./ .0/ / -1 2 *L KJNG STUD BTWN WINDOWS - ... VE M ~ B~N?UNToe 1/-- f-- -2/ 8, * 3% 31% 312 ~ Â· 6:....... U =, I i -91 SIR .- ~3 -- '1, 1 / Eli: 1 08 1 + 9 - A----1- L_ (2) 147 THROUGH BOLTS ~, : 1 1 tIE-OEAMS TO RAFTERS, D P 21 4--g)(12#WTERS ~pc *I< 7--2MIZRAFERS~24.0.C.~~ ----I -~ - ~sabzzaf*-:ENDSUPPORTS _ ; 7 7 ~~ < T, 1 15 91/7 ES 1 I GABLE WAI LS FRAMED 17 30 YR DIMENSIONAL COMPOSITION SHINGLES 1 ' TO ROOF SHEATHING, TYP -~ ~ OVER 15# MIN FELT OVER 7/16 058 SHEATHING I I ICE AND WATER SHIELD UP y FROM DRIP EDGES ,/\' SHADEDAREAS 2,12 RAFTERS *24~ 2 O.C. r 4%/ 4 ~ OF OVERFRAMING --1 1 i ' ~ j ~ -ZI!2-REERSR24_2:5 A E ; Â£ 1 5 1 Â£ \A _ 111 //4 1 ' i iN 1 1- , iN WWW.HOMESBYKINGSWOOD.COM i ) 1 .----- - - 1~ W - -- (azâ‚¬19 _- . _2,10 -r.--. - - -Â» TitUaR-4-flill-~- r Â· Â·- % , 1!,le ' 2.10 vox: 970.586.6551 L--2-li ! fill ., (SUPPORTS FLOOF + RAFTERS) 2Â§1 ~ ~ ~ ' ll[AUCK 11[ADER 214------- -- -- Â· ----4/-- -- - 4 fax: 970.586.5148 M 1[ ] 1 3 '1, 10Â· * 63 '.1(7 1 2 Â¥ ICAD[R 9 11[AGER I ICADER 5 1/8*12 G.L. 1.=1 9 1 (DROPPED) , 11 1 fy------- - - --- 1 1- fl 1 :/j~ i Issue ------- -WI -- ---- ---- -- - 1 Cliz 1 4 9 %9 $ l - Construction 1 68 ' BELOW OPEN TO i Set 4 Date | - LOAD BEARING WALL Â® Roof Framing LOAD BEARING WALLS -61 2% / 8.22.13 LOAD TO FND 4'1' ' J A 3 {3) STUDPACK (31 STUDPACK 1 SCALE 1/4. 1 1 i "-LOAD TO FND 179 27 b , 1- alf-_t I. 4- 510*12 OR 5 10*13 1/2 G.L. 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SE 0 AlÂ© Z *ALL GLULAM BEAMS TO BE DOUGLAS FIR, NO CAMBER ~- - - - - - - (11 ]Zil.1 _ _ __ _ - -_~ UAKAUC 'CAUCK 1*42 Fb=2,400 PSI, E=2.0x106 PSI : 0 M .'ZE ~ Loft Framing SCALE. 1/4Â· = 1.1 Sheet Title: Structural Sheet No: T HE V ALUE Y OU' V E BEEN LOOKI NG F OR 3) 2112 RAi~ER 13-101,2Â· -1 -1=m=q MIVIS pOOAASBU!11 Sser 9 eAÂ¥ ued 2 X909 oo >ped se]SEI 51#MP#â„¢ 11 EXT WALLS ~ U.RUÂ»27201 PERIMETER -1 -M'*20127*2~0129.*201 11Â»7LL--~, 1 BELOW - & 1 APX * V~ALL --1 4 _J-:tel!/ fai-IL-ILLI2&= ./ 1 ~K- Apx 4' WALL , 1.1 7.1. / 15-19 0 00 OPEN TO 1 BELOW 3 BEDROOM 1 BEDROOM 2 0 U) . . 4, 9 e ' 55-1~ 51!T ; 15 11 40 , 9~ - --------~-4.-----.r.----------.1-:-- -.-- -.--i-- -&It 11 11 11 '' ---V R 3> STUDPACK 1/Al 01-- Rl' LOFT te' L = fraNvp ~3 1 .,76 -- L 7'-11- 7-11- } 7Â·.11- i. LitÂ· 7-11- Id 1/,A4 0 ,~ ~14 147 9 13-1. . M 770 SF 27'-10" El (71 CLOSET 1 12-6/6-0 31/72* 6 DECK Z W 442 SF L 1 1/ 1 ; , ' u APX re WAL L --014-1 UNFIN]SHED ~- BATH ~ __-- le , 19' l, 21 STORAGE ~ ' 1 Â¥ 4'0~90" 5'0~x76" 4'0â€¢*97 STORAGE . /, , 1 IN 1 8'ex57"EGRESS ' 4714'6- 11 , 6-e<68 d Lzy 62+ 14'-6 12Â· . .1 I ------ -7 ----- -- '1'1 1: 1: ~-1} 2 f I~-1/7 1- . 39*13" - ~ 3'(rxlE|~LOBSCURE www HOMESBYKINGSWOOD.COM 1 GLASS !_4===11 1 21 *27 UVING 1 1 4 ~1 W vox: 970.586.6551 11 14-7 } 16 I 1 28-14 .1 1 - 1 Fhlf 11' 6 N 1 Ri 111 L_Lt- li .1 1 r -' KITCHEN 1- fax: 970.586.5148 1 MASTER -# 4 g /1 r .1 DINING BEDROOM m i MAIN - 11 gil \53'- FLOOR 1 r V -M R ~ Loft - 770 SF ' 1 412 _ 1.291 SF k___- & ~ PTRY @ F 1 SCALE 1/4Â· = 1-0- / 3 3*Â« '' |ssue l., It 1 Construction f 7-5" I 87 . 5'-1/2- # 4-5 117 , 4-5117 0, 9-lit 9-1112 f 11'-71/2- '/ # 'A I ... 2724'01 6-&6-8 -70941 1 1 N .1 ]1 3-0.6-8 1.r :'-- .Al_ -_ =.gin.+L 11 2-.9 1 - li-41 1 1 1/A..0 ' b co ~3 / , 4 1/A40 Set 411 Fp 5Â·0Â·xiVEGRESS _ 5'0~141 Mud â‚¬ Date + -'-UELIâ€¢_-i~._~ ~i - - L g -2-==--J.=-7~.7-1- p + i -1 IM -___ROOM T 1 --- i U. 1 P 1 ; M - l ~~U)(t>.~ ~- â€ž. A.1 - - e ', ' _ 0141 1 i el Clip- -- 8.22.13 13Â·-101rr i' 29-6- 20-6Â· / -1 19 -,1 â‚¬90, 111 1--N~ , 1 1/4)11 N .80 MASTER --4-- -----1 -- ~ 1 - r. 1 CLOSET . i i 1 .il I . r-; 1 .1 1 1 1 1Ljl a -_7*-_IL_.--7-- -- 1 , W/O A} 1 1 11 -- 1- 11 [U] a WORKSHOP 1 1:1 1 1 I - I -AF=n= = 4. ~ ---- - 250 SF i FUTURE 54 -I ..k------- ,/- GARAGE future . bul\JE -i t--TIlt ~ bedroom E u =~E-1 1 - 785 SF -4 111.91 11 /~~ 4Â·z/2-flk = _.r ~ ENTRY /'. 1~ 1 Z 7~ 4 11 2-4-jl 'k ' .1 535 SF :p 9 h - C. i i - 41 l 1 / 11 / - 2, M < NON-STRUCTURAL 13'-10142- Ni â‚¬-11- 6'-1/2- .iÂ·%11 9-414-2 - 21Â·-61/7 1 FUTURE LAYOUT TYP 1 rr --------- , --- 20Â»*39' - 4,Â· / FIELD VERIFY r 02'i' 1 bl --------- POQB LOCNIO,17 4 - 1, ~2-8*643 r~---- m =r =rr iÂ« 1 -~ 1 0 1 R '. 14' ..~~2=I{Hignal 0% :It\~// 1/A40 2-_r T/A'.0 ./ -1 41 1-/ /11 , 3'-6- 9 7-6- . 7 - 11'-101/7 . 5â‚¬ 1 ~ * S . m 6 lot 13 - U ~ 4<*\44, UP ' I - d - 1/ * ~2-JIG-8 ii ~-r--~ -~ < 4 1 // h 1. 22 0 13 a & future 1 .~'- / 4 \ h .47-4 \4 00 bedroom .f,_ r1 /4.> r > 23 6, / ---f--- - t---- D ~ 2-aws 81 16Â·27-6 56 , E 7-h 1 V 00 0 L-- MECH ~ I 0 , Z 4-8*6-8 rIN 2*4 - ~ ~ainA.Flosr -1,291 SF 1 4 m I Lo ?9 9ZE [3 4' e* T . ' - Sheet Title: Floor Plan ~ Walkout - 314 FIN/785 UNFIN At SCALE 1/< = 14r . 22' , Sheet No: 4 T HE V ALUE Y OU' V E BEEN LOOKI NG F OR 6-0.64 - 'Im 2,9,101* pOOAASSU!11 sser 284'OEGRESS eAV ued Z L909 OO MJed sels3 20/8-07 -/7 8 - 9466 &>SS- ASA#1 41,'5 \ 7'-11" * 7'-11" * 7'-11" * 7'-11" * 7'-11" Â¢ f Fecu,06 DETAIL poe_ 2x12 RIM ~57- / 80Â»1 Cou/Â£770#t :50' \-SIMPSON LB28 JOIST HKNGERs: LOCATIONS. TYP PRLJOK- -ro Fgaâ€¢417.1.6 L POSTS AND WALLS ATE EAM ' | '#sest-770~/ 07.-tokÂ»C~ EA. END OF DECK ~ u'/ O./ 40 0 N u, 2/ kle x0 E~ 423 N a. % & 8/ 213 &CLE 218 -0 0 as 95 2 1 1 1 1 %W 2x8 NAILERAT WALLS 1 ' BEAM POCKETS CUT TO , 6~ | 20 J.19.-DI. 2. 9 2410 | /-POSTS AND WALLS A-1~EAM ~ j 1 1 1 HEADER HEA6FR EAL,EF.' ~/ LOCATIONS, TYP ~ 1 ~HE-~1~ --1 <|, :, HEADER -~ Mt/\L'CK 4 C/) A -1211.Jo A .g,.10_~ < PecÂ»,DE- 6Â£276672 5/26- A/0 re,WEUXWS | 11 7/8" RFPI OR SFPI 40 JOISTS @ 24" o.c. E liD 1 4 El #/4" mG OSB FUDOR SHWHINd i G_UED AND NAILED 9 (5) 8D COMMON NAILS PER JOIE 1 IN EA. SHEET EVENLY SPACED a i E-LOAD BEARING WA~LL 4'1441'4 4 4 A 16'-3 1/2" -/ 17'-81/2" - :2*10 - 0 , 'Y '7"~ L.-- .//r-Ues,0 . ~ k .- . _._.al .1Â£ IME 0&5. 128Â¥lt Gli .- . - .- .- 4 -1- 5 ~. (Â»TUDPAÂ¢DK ~ (CROPPED) LOAD TO FND (ii]1 (EP (* Â«fa 65;6- PELAY AE,ST*wr ~ BEAVI POCKET-/ 4 Â£/ 9/ T-11" 7'-11" 7'-11" \4< 7'-11" 4/ 70-11" R WWW.HOMESBYKINGSWOOD.COM 7'tknE ' 40,41*croll 1 j [ I IMM.~OILUIMJOQU ~ ABE66 POST BASE AT + ~- 12" DIA. CONC. DECK PIERS vox: 970.586.6551 - (FLUSH) - (FLUSH) - DECK POSTS - TYP OF 7 r (3) #4 VERTICAL BAR - TYP OF 7 - fax: 970.586.5148 1 6 9 - R' 3 0 g U 0 Z n.-, 2 E 7=3 A - 8 CONFIRM JOIS A , - LAYOUT WITH PLUMBING -\ r-V-------------------- Issue: g ~V P I, p 1 9 r. /7 12'-11 1/2" I iL 1/24 I , I 9 1'-1 " , Permit Set I | -43 1 - ' 1 v p /- - -Vp 1 9 v V 7 v v P /1 i p 1 7 9 7 7 p p - 1 9 -| | ~ ~~C~ D 9 7 ~~-------------1-----__--7 7 1 1 1 1 17 1 :1 1 Date: 1 12 T/2"x10" BOLT W/ 2"x2"x3/16" PLATE WASHER 1 CENTERED ON SIL PLATE @4'0.C. p | 0 - MAX SPACING MIN 7" EMBEDDED INTO CONC. 6.12.13 MIN 2/PLATE 6"-12" FROM EDGE OF PLATE, TYP 11 / 1 | -STAGGER WITH STUD SPACING WHEN POSSIBLE 1 it r /*Taeog PADS *up ZV/025#223 1 | u I h U 29 4" CONCRETE SLAB SLABDS 212*u,R-E 'AISPâ‚¬CnoNS 1 P I u ' 7 ON COMPACTED FILL 1 1 1 1 1 1 2. 1 1 \ ..Efe 4~. '.1., I 8" THICKENED SLAB ~ ~ Main Floor Framing I ATPOINTLOADS -----------------------J ~'------- RE: FRAMING ~~~k----3 1 Pl 1 /1 08" THICKENED SLAB- _ :p ~ v pi 9 1 AT STAIR BEARING WALLS 7-\ (2) #4 BAR EA. WAY~ 9 1 9 SCALE: 1/4" = 1'-0" | BEAM POCKET_ F' p r--------------------- -.- -4 -'sz- _._~7 / - N -\-0 1 Q._2- asE PedAY ZES,ST-17 woot) *47- 13â‚¬*M \ \ 18'-41/2" / 1 15'-3" #2 y 17-Er \ KULETS OR- PROW OE MIAJ 12" SPACE 7256 1 1 1 r. 0/1 1, \3\ \ \ 5,6*, duo 0,10 80772.1 PA#EC,Eb . / 1 13'-5" & 2' Al'-5" & 21 1,1'-5"* 2' p 12'-5" A 1Â«_ 4 1.-_ 4 ---1 ' 'i /26'54/0 5277;e/645 00/ tcleng 8-21 *0,500*29 17 1 'Nal ' 01 1 01 1 ~1. 1 BLOCK OUT WINDOWS I | | | 4 1 -AIN FOUNDATION 1-\- - 1..4-1.kr- *1 1 2 1 1 71 I RE: PLANS/ WINDOW SCHED. --\ 8" THICKENED SLAB | 1 - AT POINT LOADS 1 1 ~ | ~u CONFIRM WALL STEPS â€¢ (2) #4 BAR EA. WAY P I 1 1 7 1 3 IN FIELD WITH GRADE 29 1 1 1 1 1 19 'I SLOPE *AÂ·206â‚¬ Sule \ \ P ID b 1 1 1 1 Peâ‚¬ 2509. / /FC 11 E 1 1 1 A 09"4 9 *pa? â€ž9 1 1 ./ 1 34'-8" 1, 1 '1 1 1 1 -----1 1,1 0 ID -i----- F-ll----lill-------------- 1 UP 11 11 7 17 \_1-9 I :23 Zi Ip 1 1 1 DI 1 1 *ALL GLULAM BEAMS TO BE DOUGLAS FIR, NO CAMBER , I 1 1 * 42 / 1 1 1 1 1 1 -----J V 21 (-, 1 1 1 1 44 P J 4/ Fb=2,400 PSI, E=2.0x106 PSI , N 10' /1, 13' 1 | Il 6) LO Ip' 1 1 | | STHD1O 1-IE DOWNS I I tz ZE 1 DI -- AT GARAGE CORNERS - 1 IN 1 1------------------- -1 - Foundation 1.2 V 7 Sheet Title: 5, tz ~ SCALE: 1/4" = 1'-0" Structural Sheet No: THE VALUE YOU'VE BEEN LOOKING FOR Sl.0 13'-101/2" (FLUSH) 11'-91/2" â€žLL-,ZL IM sser 9 pe,er GAv Z X908 OO Mied sels3 4 i. CEÂ®Â©IMONCEÂ© 8-944,4, JUL 1 7 2013 1 655 Aspe, AvE- a By: c.4 P ' \ , f /% 1 / 1%4442Â«N \ Kingswood Residence /// lij~ -1---W TAL 1 . \ - !=Â«- 655 Aspen Ave 1.13 i i / --7 ! - - - - - - / / r~|| |/11 \ 1 -- \ - - \ Estes Park, CO 80517 --r==4 il'll ~*~~'~ A~J \ i -, 1 \ --- -- / =91 -7*11 00 \ BUILDING NOTES: al - 7 4 8 KA 10 00 < -- -- 1 BUILDING DESIGN CRITERIA: 00 \ \ LOT 3, BLK 4, AM D BLKS 4 &5 AN D ~OT 4 \ \ Â·- Â· WIND SPEED - 136 MPH 3 SECOND GUSTS lf'_ 1 1 # GROUND SNOW LOAD - 45 PSF OF BLK 3 HYDE PARK, ESTES Pit \ ' \ FLOOR LOAD - 40 LIVE + 10 DEAD = 50 TOT. PSF $4 \ \~ LOT 3 _ \ \ SEISMIC CATEGORY -B 4 , \ 655 ASPEN AVE 1 - '9 2530321003 \ TYPICAL EXTERIOR WALL: \ \ \ \ 1 -- 2x6 FRAMING AT 16" O.C. WITH 7/16 STRUCTURAL SIDING PANELS. HOUSE WRAP DIRECT TO STUDS - TAPE SEAMS. $4 I \ \ BATT-N-BOARD SIDING. \\A \ \ .\ \01 APRX EXISTING \CD \ i GABLE/DORMER WALLS: \ \6) % 2' CONTOURS \ i 2x6 FRAMING AT 16" O.C. WITH 7/16" OSB. HOUSEWRAP - TAPE SEAMS. "SHAKE" SHINGLE OR LAP SIDING. \ \ 121\ WWW.HOMESBYKINGSWOOD.COM ' ' APRX PROPOSED TYPICAL INTERIOR WALL: vox: 970.586.6551 , \ \ \ 2x4 FRAMING AT 24" O.C. THROUGHOUT \ \ 0 \ * -1---Â»2'-CONIOURS_ 1 --_~ - Â·\ . , fax: 970.586.5148 \ . op GARAGE WALLS: \\\ i \ 2x4 FRAMING AT 16" O.C. AT ALL EXTERIOR WALLS. HOUSE TO GARAGE WALL IS 2x6 AT 24" O.C. - INSULATED EXIST\, 771,5.3~ 1, EXIST 7780.3' \ Â·...U.1 _--------~~-7780' _\ FINISH 7780.3' -N~ --33'--------Â·~-+4----fi_FINISH\77749' \ - FOUNDATION: A LOT 1 TYPICAL FOOTER - 8"x16" MIN. 30" TOP OF FOOTING TO FINISH GRADE. 8" FOUNDATION WALLS REQUIRED WHERE OVER 36" Issue: \ N n LL' 01 l/1 1- ' /23*L/- ' 641 ASPEN AVE HIGH. - SEE ENGINEER NOTES BELOW AS WELL. \ \\-------7,19,1 I N . 11 N lia 2530.321001 Permit Set \ t\% i : \ \. r - -Â·-*' ROOF: \ : ROOF PITCHES ARE 9/12 GABLED ROOFS AND 4/12 SHEDS U.N.0. 2x12 RAFTERS AT MAIN ROOF AND LIVING ROOM GABLE. Date: \ .\ - \ \ PRE-ENGINEERED RAISED-HEEL TRUSSES AT GARAGE - RAISED HEEL TO MATCH 2X6 EAVES OF RAFTER FRAMED ROOF. 1' \ RIDGE d. \ /\ 1.\ L.- - TYPICAL OVERHANG U.N.O. 30 YR DIMENSIONAL SHINGLES OVER 15# FELL ADEQUATE VENTILATION ACQUIRED BY RIDGE 6.12.13 , O \A 1 7807.3' . 1 1 - LOT 2 ;61 -- 4- i Â· MAIN FLOOR 7785.4' /1 , ~ 1 Z **%\ -* VENTS AND SOFFIT VENTS. \ 1 - 1 651 ASPEN AVE WALKOUT 7775.2' >~ 4 : 1 1\\ 1 1 , \ 2530321002 HEADERS: r. : \ 11' 4 \ #2 OR BETTER SINGLE 2X10 EXTERIOR HEADERS ON NON-LOAD BEARING AND/OR WHERE SPAN IS LESS THAN 42". DOUBLE r v jil" 14!U En -22. 1 1 2x10 EXTERIOR HEADERS WHERE LOAD-BEARING AND OVER 42" U.N.O. HEADER HELD TIGHT TO BOTTOM OF TOP PLATE 45311-- ---- ---~2~ || EXIST 7781' 6,a 0 m \ a Ers U.N.O. INTERIOR NON-LOAD BEARING HEADER IS SINGLE 2X4 U.N.O. ~--EXIST 7785' _A - ~2 - â‚¬-FINISH-72851~ f ~ 36 ~4< - --l~ 11 0-1 1 : 'r... rn / j \ FINISH 7785' \ EXiST ~7740'~* 1 DOOR TRIM: I )il ~ EXIST 7782,5' f- /-7 E--- --47.-- ---- -- //I>,~NISH 7745' 01\ i ALL DOORS TO BE SET WITH MINIMUM 4 1/2" TO CORNER FRAMING TO ALLOW FOR TRIM. MINIMUM 2' TO DOOR FRAME \ \ FINISH 7785' ~/xIA f~ ~ ~ 7 / I FROM CORNER OF CLOSETS WHERE CLOTHES BAR RUNS PERPENDICULAR TO DOOR WALL. \ /2 \ DRYWALL: PROPERTY LINE ~ ~~ 1\1/ \ LOT 4 'WF- i :: .1 i DRYWALL ALL INTERIOR WALLS AND ALL 8' CEILINGS - 1/2" AT WALLS AND 5/8 TYPE 'X' AT CEILINGS, GARAGE/HOUSE WALL L. % - 4/ AND UNDER STAIRS 663 ASPEN AVE j ~ Â· 1 1 1 4 \ \ 2530321004 1 ----~ --.6 ~ ~ ' x \ 1 \ INSULATION: l 1,\ BUILDING ~SETBACK -j ROOF INSULATION TO BE R-38. WALLS ARE TO BE R-20 UN-FACED BATT WITH 4 MIL POLY ATTACHED TO INSIDE EDGE OF \ - LO ' Â· 1\116 \ 1 STUDS. SOUND INSULATION AT BEDROOM AND BATH WALLS AND IN FLOOR/CEILING ASSEMBLY. R-10 CONTINUOUS OR R-13 \ - 11 1.Â«4/-- 70 I \ - \ CAVITY INSULATION AT FURRED BASEMENT AND CRAWL WALLS. SOUND INSULATE AT BEDROOM AND BATH WALLS AND -*ATER SHED __f ~ I . , -1 1. , BETWEEN FLOORS AT BEDROOMS. D i REGELQN_ - 4 \ \\ \ 1\ NEW DRIVES HVAC/PLUMBING - \ ..1 -I - I.\MAX SLOPE 12% MECH. LAYOUT AND VENTING DETERMINED BY MECH. SUB. -POWER VENTED W.H. IF NECESSARY. 22 a \\ .Â»124.41 \ l' ENGINEERING NOTES: 6) Lo -92 \ I 43 1 N \ \\ 1. THE OPEN HOLE EXCAVATION SHALL BE OBSERVED BY THE ENGINEER PRIOR TO FOOTING/FOUNDATION FORMING. ZEj i l \\ 2. THE FORMED FOUNDATION FOOTINGS AND FOUNDATION WALLS SHALL BE OBSERVED BEFORE THE CONCRETE POUR. I \ 1 1 \ 1 \ ?SPE/v 4 VE/Vok -I \ 3. CONCRETE IN THE FOUNDATIONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI WITH 1" AGGREGATE , AND 5% ENTRAINED AIR Sheet Title: \ \ 4. REINFORCING STEEL SHALL BE GRADE 40 OR BETTER 7 Â· -,4/ \ 5. WALLS OVER 5' TALL SHALL HAVE #4 BARS SPACED AT 24" HORIZONTAL, MAXIMUM. Cover/Site ~ Site N 6. GLULAM BEAMS NOTED SHALL BE DOUGLAS FIR, NO CAMBER. SCALE: 1" = 10' Sheet No: THE VALUE YOU'VE BEEN LOOKING FOR Al.0 pOOMSBUDI sser 9 pe,er 2 L908 OO >ped s eAV ued 1 JUL 1 7 2013 ~ eggÂ· '426 <d;U /47â‚¬ j \ \ \ \ //21 4 BW) \ 1, 24 O \ di Kingswood Resic ence 1 1 \ 0- \ 0\ \ 1222221Â»227 4-94 0 00 655 Aspen Ave 92 \ W \ \ F 0-540=N~ Zz* \ \ .11#1111[TI-Fil j 111 Estes Par<, CO 80517 Of W \ 1Â®12111111 11[ Ill[LIWILi \ L-1.. \ - - Â· fF =Pi-97,1 0 \ 1---- BUILDING NOTES: - r- Â® Primi : 14 - FT 111 11 f * -4 -- -111 - Rtilic,Ji \ UD .07 LU t=U \ 4 ---- ce/ ---- BUILDING DESIGN CRITERIA: \ \ i LOT 3, BLK 4, AMD BLKS 4&5 AND ~OT 4 \ 1 WIND SPEED - 136 MPH 3 SECOND GUSTS -4-- lp- \ \ GROUND SNOW LOAD - 45 PSF 52-MK-*M -1 - 0. \ OF BLK 3 HYDE PARK, ESTES Pit \ \ \ \ FLOOR LOAD - 40 LIVE + 10 DEAD = 50 TOT. PSF \ 4 LOT 3 \ \ SEISMIC CATEGORY -B ---- / \ 1 1 655 ASPEN AVE 1 i 2530321003 TYPICAL EXTERIOR WALL: \U \ \ \ 2x6 FRAMING AT 16" O.C. WITH 7/16 STRUCTURAL SIDING PANELS. HOUSE WRAP DIRECT TO STUDS - TAPE SEAMS. $4 \ \ \-9\ BATT-N-BOARD SIDING. \0 APRX EXISTING \ 1 \CD \ 1 \ \cy) 00 2' CONTOURS -1 \ i GABLE/DORMER WALLS: 1 3\ 2x6 FRAMING AT 16" O.C. WITH 7/16" OSB. HOUSEWRAP - TAPE SEAMS. "SHAKE" SHINGLE OR LAP SIDING. 1. t \ WWW.HOMESBYKINGSWOOD.COM \ \ 1 2x4 FRAMING AT 24" O.C. THROUGHOUT APRX PROPOSED ~4 --\\\ j TYPICAL INTERIOR WALL: vox: 970.586.6551 \ \ 0---/~-2'-CONIO_URS--F \ 1 j fax: 970.586.5148 i \11 \ GARAGE WALLS: \ 2x4 FRAMING AT 16" O.C. AT ALL EXTERIOR WALLS. HOUSE TO GARAGE WALL IS 2x6 AT 24" O.C. - INSULATED \ i EXIST 7780.3' \ 4 \---2.-------- - : fl}1 :T EXIST\,77),5.3~ iti x FOUNDATION: - ---- - 4 -7780' ~ FINISH 7780.3, ~ ---~7--- -:---4- -----_~ FINISH\7774.9' \ - ce i ---r LOT 1 TYPICAL FOOTER - 8"x16" MIN. 30" TOP OF FOOTING TO FINISH GRADE. 8" FOUNDATION WALLS REQUIRED WHERE OVER 36" Issue: - \* -- .410\11- -- OfÂ»-f, th' U.J cn .fL.Â·:Â· L \ F' 4 (-9 U . I. 2530321001 -- ..0 , , Permit Set 1 0 6 / \ 641 ASPEN AVE HIGH. - SEE ENGINEER NOTES BELOW AS WELL. N \ t=: CO / 7, :1 . ..FLJ- r.0 1.:1 - ROOF: /11.1 \10 \ 1 - \ \\ 1 - \ \ ROOF PITCHES ARE 9/12 GABLED ROOFS AND 4/12 SHEDS U.N.0. 2x12 RAFTERS AT MAIN ROOF AND LIVING ROOM GABLE. Date: lil h PRE-ENGINEERED RAISED-HEEL TRUSSES AT GARAGE - RAISED HEEL TO MATCH 2X6 EAVES OF RAFTER FRAMED ROOF. 1' \ RIDGE , - \ , TYPICAL OVERHANG U.N.O. 30 YR DIMENSIONAL SHINGLES OVER 15# FELT. ADEQUATE VENTILATION ACQUIRED BY RIDGE 6.12.13 i MAIN FLOOR 7785.4' r, VENTS AND SOFFIT VENTS. 7807.3' LOT 2 I: & \ 651 ASPEN AVE \\ ---Â¥F---3 WALKOUT 7775.2' / h\ \ / ...1 .t/ 7.--- \ 11% \ 2530321002 HEADERS: 1 -M.le i #2 OR BETTER SINGLE 2X10 EXTERIOR HEADERS ON NON-LOAD BEARING AND/OR WHERE SPAN IS LESS THAN 42". DOUBLE ----%-- 1 \ v F' ..lij Ch--t / \ 2x10 EXTERIOR HEADERS WHERE LOAD-BEARING AND OVER 42" U.N.O. HEADER HELD TIGHT TO BOTTOM OF TOP PLATE ~ 63,1----- -r-=91 || EXIST 7781' 3~ ..r- 1 1 1tn i j U.N.O. INTERIOR NON-LOAD BEARING HEADER IS SINGLE 2X4 U.N.O. ~--EXIST 7785' 1 --~- -~~~--FINISH__7285~ i CE CO r 4 - --4- ---7 1\ \ 7 FINISH 7785' 1 ' m-T 2 - 0 '~0 - -~7-EXttT 1177#0'~~1, 1 DOOR TRIM: 1 Lf-Ill:.ZE.*--U.3.~\ .... ALL DOORS TO BE SET WITH MINIMUM 4 1/2" TO CORNER FRAMING TO ALLOW FOR TRIM. MINIMUM 2' TO DOOR FRAME \ EXIST 7782.5' / i /\Â· ><FINISH ~7785' c]\ - \ ~ FROM CORNER OF CLOSETS WHERE CLOTHES BAR RUNS PERPENDICULAR TO DOOR WALL. \ FINISH 7785' 194 \ \ , . /4 \\ l\ ! , lic I \ DRYWALL: \ - PROPERTY LINE LOT 4 ~- --- . 4 1\\ DRYWALL ALL INTERIOR WALLS AND ALL 8' CEILINGS - 1/2" AT WALLS AND 5/8 TYPE 'X' AT CEILINGS, GARAGE/HOUSE WALL I. , A~) --4-- \\ 1 \ j AND UNDER STAIRS 663 ASPEN AVE ' ~ ~ , \ \ /ltv 1 \ \ i 2530321004 1 3--.-'A. INSULATION: BUILDING SETBACK -1 - 1 \\1 1% I ' , , ROOF INSULATION TO BE R-38. WALLS ARE TO BE R-20 UN-FACED BATT WITH 4 MIL POLY ATTACHED TO INSIDE EDGE OF ~ \ lit \ \ 49% \ STUDS. SOUND INSULATION AT BEDROOM AND BATH WALLS AND IN FLOOR/CEILING ASSEMBLY. R-10 CONTINUOUS OR R-13 ER ---Â·-Â·- -\APIER SHED __~ ~ - -- CAVITY INSULATION AT FURRED BASEMENT AND CRAWL WALLS. SOUND INSULATE AT BEDROOM AND BATH WALLS AND K Ill F ON-is-fi~*dt- -- 1 \ \*, BETWEEN FLOORS AT BEDROOMS. 0< D i REGE[Qrt 1 a / \ \ \ \ NEW DRIVES HVAC/PLUMBING - X as - .1 - a/ 4 \ MAX SLOPE 12% MECH. LAYOUT AND VENTING DETERMINED BY MECH. SUB. -POWER VENTED W.H. IF NECESSARY, \\ 6, B. I / I \ 4 ZEd] Â·-.- i. . 1, ENGINEERING NOTES: C) LO .92 \ \\\ 1. THE OPEN HOLE EXCAVATION SHALL BE OBSERVED BY THE ENGINEER PRIOR TO FOOTING/FOUNDATION FORMING. 1. - \ \\ 2. THE FORMED FOUNDATION FOOTINGS AND FOUNDATION WALLS SHALL BE OBSERVED BEFORE THE CONCRETE POUR. 1 ?SPE/VIVE/4 - -F 1, \ \ 3. CONCRETE IN THE FOUNDATIONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI WITH 1" AGGREGATE 1 \ \\\ ,rÂ·-. , AND 5% ENTRAINED AIR Sheet Title: \\ \ 1\ 1\ \ -. 1 4. REINFORCING STEEL SHALL BE GRADE 40 OR BETTER 5. WALLS OVER 5, TALL SHALL HAVE #4 BARS SPACED AT 24" HORIZONTAL, MAXIMUM. Cover/Site \ F 77 -- \ Â© Site 6. GLULAM BEAMS NOTED SHALL BE DOUGLAS FIR, NO CAMBER. SCALE: 1" = 10' Sheet No: THE VALUE YOU'VE BEEN LOOKING FOR Al.0 *idis pOOAASSU!11 sser 9 2 L 908 oo wed -"..i!"--Ellilli [EM@[*09[3[2) s - 944' 6 :j JUL 17 2013 i 455 A'/6% Ave 4~~ -- 1 \ 1By: ) \ th i \ Kingswooc Residence ff < 1 I Â»-40\\-\-\-v/ ~.30\ \\ ff #91 r~ O i/1 -22----- ---- \\41'N 1 f; 1// \1 1--------- 655 Asoen Ave g -Â£ 1 -*23~~ 00\ \ 0 .-. i r=/ \ \ \ \ 1 14 - \ 1 1 ~ j Estes Park, CO 80517 J ' \ 1[IER' 1 i -- =dIA % \ ---------- --- 77601 \ -- L__ -I I 1 \/1 - ----1 27-3 2-- \ \ \ 0\ ----.-- BUILDING NOTES: 111 lEi rl -fi /f# F=IF-iÂ»Â£ F \ \ - \ -1 lk_ \ BUILDING DESIGN CRITERIA:-- 140 iâ‚¬EE â€¢e,<9-5 i LV_b LErrd Pe'rev 1 M<KXk 6-- 1 ~\ r: LOT 3, BLK 4, AMD BLKS 4&5 AND ~OT 4 \ 111 - - -- -- IM - \ \ WIND SPEED -diMP-YSECOND GUSTS E-><*5022- C -4- 1 0 OF BLK 3 HYDE PARK, ESTES Pit \ \ GROUND SNOW LOAD - 45 PSF 1 0 0 1:i \\ \ FLOOR LOAD - 40 LIVE + 10 DEAD = 50 TOT. PSF - =Il:&-1 , \ 4 LOT 3 \ \ SEISMIC CATEGORY -B \ \ -1--- k M \ \ 4 655 ASPEN AVE \ peer Loap - go Psf C /20 Ase c.,m 1167-72,3 ow pue. #/2 5/Â£CS) ~ \ TYPICAL EXTERIOR WALL: 9 2530321003 ~ -- --- - 1 2x6 FRAMING AT 16" O.C. WITH 7/16 STRUCTURAL SIDING PANELS. HOUSE WRAP DIRECT TO STUDS - TAPE SEAMS. . \ \ BATT-N-BOARD SIDING. \(31 APRX EXISTING l.~\\ \ i \6) i - \ \ \ 2' CONTOURS \ \ , GABLE/DORMER WALLS: \ 1 ~ i - , . I 2x6 FRAMING AT 16" O.C. WITH 7/16" OSB. HOUSEWRAP - TAPE SEAMS. "SHAKE" SHINGLE OR LAP SIDING. CD , WWW.HOMESBYKINGSWOOD.COM N\\ \ 1 ' APRX PROPOSED \\ i \ TYPICAL INTERIOR WALL: vox: 970.586.6551 \ 1 \ 2x4 FRAMING AT 24" O.C. THROUGHOUT 1 0 \ # 7----7~-2' CONTO_URS__-3 \ 1 fax: 970.586.5148 \&. 1 \ \ 1.- I- GARAGE WALLS: \ \ \\ \O 2x4 FRAMING AT 16" O.C. AT ALL EXTERIOR WALLS. HOUSE TO GARAGE WALL IS 2x6 AT 24" O.C. - INSULATED \ \ ~, EXIST 7780.3' \ \\ t.-24:- T L EXIST\, 77%5.31 - \ FINISH 77803' 3~ f--- ---_p NNISH\7774.9, 1~ FOUNDATION: 1.4- LOT 1 TYPICAL FOOTER - 8"x16" MIN. 30" TOP OF FOOTING TO FINISH GRADE. 8" FOUNDATION WALLS REQUIRED WHERE OVER 36" Issue: 1 1 -' U.1 m Il' \ 641 ASPEN AVE HIGH. - SEE ENGINEER NOTES BELOW AS WELL. Permit Set : eeou,/O -1 CX) / \ 2530321001 .-I FER Uteâ‚¬97 \ \ .- ' ROOF: - \T \ ROOF PITCHES ARE 9/12 GABLED ROOFS AND 4/12 SHEDS U.N.0. 2x12 RAFTERS AT MAIN ROOF AND LIVING ROOM GABLE. Date: : \\ 13 \1 -- I - PRE-ENGINEERED RAISED-HEEL TRUSSES AT GARAGE - RAISED HEEL TO MATCH 2X6 EAVES OF RAFTER FRAMED ROOR 1' 1 - RIDGE - : \ \ TYPICAL OVERHANG U.N.O. 30 YR DIMENSIONAL SHINGLES OVER 15# FELT. ADEQUATE VENTILATION ACQUIRED BY RIDGE 6.12.13 \ 1/4 = 1/14- . 7807,3' MAIN FLOOR 7785.4' A VENTS AND SOFFIT VENTS. 2 \ To EK* IP 484.-rs no,r,Dep 14 UPPERL AUC> LOWâ‚¬e_ Poa'notÂ·-l \ / LOT 2 t *)*-- \%. 1 651 ASPEN AVE \ 16/90 WALKOUT 7775.2' / 1 h 1 i \ ./ / , \ 2530321002 HEADERS: C .i~ , 1 1 -- + ///9 -~ #2 OR BETT-ER SINGLE 2X10 EXTERIOR HEADERS ON NON-LOAD BEARING AND/OR WHERE SPAN IS LESS THAN 42", DOUBLE /.:% /1-i /--0-- 1 \ f- 1 ./141 Cli -t- \ 2x10 EXTERIOR HEADERS WHERE LOAD-BEARING AND OVER 42" U.N.O. HEADER HELD TIGHT TO BOTTOM OF TOP PLATE 2<94% 41 \ LA.\ || EXIST 7781' ,/7 (Om U.N.0. INTERIOR NON-LOAD BEARING HEADER IS SINGLE 2X4 U.N.0. ~U-----EXIST 7785' 31 1-~ - 1Â£-fINISH 7285_~ i c --AÂ»'1 A 42 1 1 \ rn d co \ '\ FINISH 7785' I $ 1- . P.. >~ >-: po ) DOW' ' 1 L " h .Ar EXTST ~77Â®''â‚¬ \ DOOR TRIM: \ ~~f:*SPRINISH 7785' *\ ALL DOORS TO BE SET WITH MINIMUM 4 1/2" TO CORNER FRAMING TO ALLOW FOR TRIM. MINIMUM 2' TO DOOR FRAME \ EXIST 7782.5' j \ FINISH 77851 ~'/4 4 1 FROM CORNER OF CLOSETS WHERE CLOTHES BAR RUNS PERPENDICULAR TO DOOR WALL. \ 1 - . \/9\ \ \1 1 DRYWALL: \ 4 -PROPERTY LINE 4 1 .i 1/ 1 31 t\\ LOT 4 - , ~ . - DRYWALL ALL INTERIOR WALLS AND ALL 8' CEILINGS - 1/2" AT WALLS AND 5/8 TYPE 'X' AT CEILINGS, GARAGE/HOUSE WALL - AND UNDER STAIRS 663 ASPEN AVE Â· 1- .. \ // 1 / 1\\ / / 1 \ ~ ~ ~ ~ ~ ~ ~ INSULATION: 1 1 4 \ /./ 1 1 2530321004 1 ..e 9/ W / 1 --- ROOF INSULATION TO BE R-38. WALLS ARE TO BE R-20 UN-FACED BATT WITH 4 MIL POLY ATTACHED TO INSIDE EDGE OF ~) 1\\ BUILDING SETBACK -1 / / .7// \ \ / \ STUDS. SOUND INSULATION AT BEDROOM AND BATH WALLS AND IN FLOOR/CEILING ASSEMBLY. R-10 CONTINUOUS OR R-13 E m \.j CAVITY INSULATION AT FURRED BASEMENT AND CRAWL WALLS. SOUND INSUIATE AT BEDROOM AND BATH WALLS AND f Â«4 - fi% ~ <-- ~f- -*AJER SHED ___~ - 2 7.325.4' 1 BETWEEN FLOORS AT BEDROOMS. O:55 UÂ· FRabi:- PE)Â£- w,#00,09, A,,0 Â£>0025 60â‚¬- 3Â£7782) < DIRM-TiQN_ =5-- \ U \ NEW DRIVES HVAC/PLUMBING 1---- --- ----- - --1 - --u, 3~~., \ MAX SLOPE 12% MECH. LAYOUT AND VENTING DETERMINED BY MECH. SUB. -POWER VENTED W. H. IF NECESSARY. I \\ - \,, ENGINEERING NOTES: 0, Lo .92 . 1 i \\ 1. THE OPEN HOLE EXCAVATION SHALL BE OBSERVED BY THE ENGINEER PRIOR TO FOOTING/FOUNDATION FORMING. - I 9 Z E & \ \\ 2. THE FORMED FOUNDATION FOOTINGS AND FOUNDATION WALLS SHALL BE OBSERVED BEFORE THE CONCRETE POUR. / 11 ~ . 1 \ \\ N \ 3. CONCRETE IN THE FOUNDATIONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI WITH 1" AGGREGATE \ %.---12.- 1\ \ X./ \ 1\ , AND 5% ENTRAINED AIR Sheet Title: I I I --I \ -/ 1 \ L % \-IN , -.- ~j~ , 4. REINFORCING STEEL SHALL BE GRADE 40 OR BETTER \ \ i 5. WALLS OVER 5' TALL SHALL HAVE #4 BARS SPACED AT 24" HORIZONTAL, MAXIMUM. Cover/Site ~ Site ~ 6. GLULAM BEAMS NOTED SHALL BE DOUGLAS FIR, NO CAMBER. TOWN OF ESTES PARK SCALE: 1" = 10' APPROVED Sheet No: Building Department 8-9,JJ.~Date=of-G9-09 Al.0 THE VALUE YOU'VE BEEN LOOKING FOR Building Official pOOAASBUDI sser 9 pe, Z L908 OO >Ned s v uedsv P EXT. WALLS ~ 2'0"*2'0" 2'0"x20" 2'0"x2'0" ~ PERIMETER -/ 2'0"x2'0" 2'0"x2'ok?'0"x2'0- BELOW -Izzk===4Â£jl~==~~~-~===41 1 - . APX 4' WALL - C/D 1 N 1. L 7'-4" 13'-10" ~- APX 4' WALL ' ' ' 1 12 OPEN TO C BELOW BEDROOM 1 BEDROOM 2 O 2.34,", 440'OFEN/AUSS I U)[1â€ž,1 (0 L EE Â¥/20 55'-1" i 5 1/2",~,g 6*~,ze, & - 401 ~ &Â£,AZPs rei Â£ 8/2 ,=c Al I , ~ -b ~ 1/A4.0 ~ (3~ STUDPACK 1/A4.o [_ 6~- <-1- S / LOFT L BEAM SUPPORT ~ 7'-11" ~, 7'-11" ~ 7'-11" ~, 7'-11" ~, 7'-11" ~ 770 SF 27'-10" 0 14'-2" 9 & LOAD TO FND, TYP ~ 9 (e\ 13'-1" , 6-Uxb-8 Â»=7 - &) 4 j 6-Uxt-8 ' 04 ' 0 n CLOSET L ~ CLOSET DN/~ - ~2-&6-0 ~- ~ 20'-7 1/2" 31/2"â€ž 7.-1. 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Permit Set /11 N.rk/f L PROVIDE AIR SPACE FOR VENTILATION 9 ICE&WATERSHIELDATEAVES, TYP 2,0/5,06- w.puL- L/*/E . l ..~~rl/f-l~__rl._. in.F'r.--r--71)- . 1] Al'L-I-1 h ,~ ..~ , "-c=2Â·-- 31 11 - 3-ru-=iT-=+-r ! 111 1.11 aL- --r'L--Tr -,U -/L -T- - 12.11 Ji 'R H .11 - 3 1 !=- .7- 1-IT 1-, 11 f ' 111' LT--1,11-5 1 U) ~,i Â· 4# - t,11,33,3-(11 {0~4)21, j,, Â· 13 : 'VY hi l - I i I T ' .11 '31 T i l l 11 [, - Il "- Ii.1. [ ir -~i~ -~", ~-7 ~2324> Date: Nx f ' SIMPSON HZ.5 TIE-DOWN L-- CrolareÂ·t,- -Â·-: itk- 1, .-, '11( 1 AT EA. END OF EA. RAFTER L Y'YY'llY : Y x Ila t y,IL l . ilt i Xt ' 11'1 1 1 k b .. 1~ Mt' Y Y Y ilyYYY \WY Y Y Yll , YY IN;9 x i nk'x LY MMY, YYI[ 77 f v~f Y/7 j'Ir f Y,~<#t'YYY~yll'YYY)Rxx Y ''IPX: f n M, 1 C.U. 9 1 6.12.13 , 3 SOFFIT VENT PER CODE r--2 /2201//Â£36 LOTED;42 BUSCO14% 47- A:eâ‚¬u,AU- 4446Â£- | RIDGE BEAM J 1x HARDBOARD FASCIA OVER RE: STRUCT- rI AU'#OVE~ JUN u,2013 2x SUB-FASCIA ,-1 j t.~ 1 / aff Int#,v-/ -..' 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SHEET EVENLY SPACED I - (FLUSH) J I B-1745 j j * _~ 11 7/8" RFPI OR SFPI 40 JOISTS @ 24" /3 - 11 -1.3 lit 1 1 1 1 I 6'-91/2" I 1 1 =Im l i -1 i 1 i 1 / 140*.IIIL- o.u 1 m !11 >1 - 0 I -?k,- ~ CONFIRM JOIST ' 1 i 1 1 LAYOUT WITH PLUMBING 13 1 : 1 1 k 2' . ~ - Â· - 0 2122 - ___~~~~-2xlL~ i ,, i 1-- li[ADx[~--1 IIciÂ»--Â·- Â·-Â·- -.-*- - 1Â§6Fpda Fadii-4-UFFERgy: (DROPPED) - MeAUCK GIRDER TRUSS LO 0.410 - 24 0 f 1 Il[ADER r-" 4 ------- -hre -- -3.1212 G.L. _ (DROPP* 51/2",' f O 10' E %i ZE *ALL GLULAM BEAMS TO BE DOUGLAS FIR, NO CAMBER 4----- - Ql]312______ .- lin *<T a bAKAL,t Mt=AL)tK Fb=2,400 PSI, E-2.Ox 106 PSI 0 LO ZE Â© Loft Framing SCALE: 1/4" = 1'-0" Sheet Title: Structural Sheet No: THE VALUE YOU'VE BEEN LOOKING FOR Sl.1 SUPPok DORME SPO 1 ILAUL, 13'-101/2" 9NINEIdO k13DÂ¥3H u!11 sser 9 pe,er GAÂ¥ 2 L 909 o >ped sels3