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Home My WebLink AboutARCHIVE 720 EAGLE LN Building Records Prior to Community Core 2018Entry ID: 104853 Name: ARCHIVE 720 EAGLE LN Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\MOUNTAIN GOLF VILLAS OF ESTES PARK CONDOS\720 EAGLE LN\Building 104853 .... 4 4Â« TOWN OF ESTES PARK Building Department #1...71.E p ~ 6411 BUILDING PERMIT Des C c I 7 3 ~ 9 7 BUILDING ~~AF;%~4- ~26 EAcbLE LANE Legal Description 2~7- z Ed.Ock z. ROON, E EAAE Valuation /03 ; 288 Building Permit , 4 74.94 & Plan Review NAME rn A ti 1-1 ,u EXPLeÂ« ATHM Other 335.67 8690 Wolff C 7. -tud E -2..O 9 .5.. 00 Certificate of Occupancy MAILING ADDRESS 1,0 E<Trn,u FT,R CO. 80036 . PHONE NUMBER (303) 930 - 1547 _ Total 1 83 7 -65 (SoHAI) HALE'i (Br/Ue< 4 C Â¢ OA, 7-â‚¬ 4 c ro,i- NAME /4 99 1 luti * S Lo, 601 e 47- , Co . 80504 ADDRESS R PHONE NUMBER (303) 430 - /547 TOWN LICENSE NO. 474 E c NAME STEW ART EL,~0-7*t c Arch/Designer/Engineer ,0 . N Narne pAu L 1. SAUâ€¢Jh FAr DES,64 E T ADDRESS C Address R. TOWN LICENSE NO. 800 PC NAME CARN.Jo.1 PL VA 6 1 Nir T wEAT~ Phone Number 586 - 60 28 LO ZONING INFORMATION U N MT ADDRESS B. R. 671 Zoning District R * Al BUREAU OFTHE CENSUS ITEM # lot TOWN LICENSE NO. Front Yard Setback Type of Construction 1 FR, 11 FR, Il 1 -Hr., Side Yard Setback 8 NO 10 1-Hr. 111 N, IV HT, Y 1-Hr., %3 Occupancy Group A, B, E, F, H, 1, MA R,) S, U Rear Yard Setback Div~h 1, 2, 2.1( 3,) 4, 5, 6, 7 FLOOD PLAIN CHECK ~ CLASS OF WORK Approved ./ Disapproved New Demolish Comments Flood Zone: X = Alteration Repair Addition Remove Use of Building 2/6/GÂ·Â£-2 FAM, 9 8,7-*He a *,vet-46 81 7.lec-- Date 6 -5 -9 8 (04,00 Floor Area Basement 1st / ~/ 0 2nd Garage 1 73 I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all Town Ordinances and Size of Building 37 x 67 Height ~ â‚¬ State Laws, regulating building construction and zoning. Maximum Occupancy 3- Number of Families O'V â‚¬ Permittee m7-9. & L r Ut L C A-1 Number of Baths 1,6 -44 -8:.Full Size of Lots By ./UL ,;â‚¬ 9*2. s Number of Buildings Â»A--/ A. kdt.,_3 Number of Floors / No. Bedrooms .1- Now on Lot Use of Buildings -- Building Inspector Now on Lot By <10.1 06- f./.u.4 -r The Building Department will make every effort to prevent errors in Certificate of Occupancy Number [803 9- 2 G -98 your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. mor-cm romz,20 1 164.5 TOWN OF ESTES PARK -Ty]. /x== BUILDING DEPARTMENT r..3F I .5 'm* F.I' . Ck ..1 Â· Â· 4 AN , - .â‚¬- Estes Park, Colorado 80517 NO 1883 NO. CERTIFICATE OF OCCUPANCY This is to certify that the Single Family Detached Condominium Owner: Martin Exploration Man:Xement ERECTED ON Lot No. 2 Block No. Addition Bonrit. Brie Subdivird'or Street 720 Eagle lane Mailing Address 8690 Wolff Courts Suite 200, Westminster, Co 80030 Architect Paul Saunders Design. Contractor for Â· HaleÂ· Building Permit No. 6411 Zoning E-,5 Oc c. Gr. (~ - has been inspected and the following occupancy thereof is hereby authorized: Maximum Allowable Occupancies Floor Loads, Lbs. Per Sq. Ft. Basement 1st Floor R-3 2nd Floor Roof 40 ...Lt .,.cve . :c August 26, 1998 Date Â·-Â·t i Building Inspector P. O. Box 1200 Telephone (303) 586-5331 ,-:=..- 4-'Â· ''D-33~Â«PÂ·= CONTRACTOR/SUBCONTRACTOR -BUSINESS -LICENSE ~.AFFIDAVIT *fif*IfEI'3 2971. f Jf. 4 324 1 Â·~ - E10 +Fll) t; nApplicant Name: e R. <.rb#J U-"Â»1 - 46.DUAc., Gar#Aerne â€ž â€¢ Business Name: 1- Mailing Addi@sk : - - /4*57 Wd 721 9â‚¬6- -------LapaGGPT-t---Â£2 r--081Â·py' Phone Number: 303 - 776 - 3 zs o Y /6 40) 303 -775--0 777 02) ; Address of Project: 7-zo EA-66 66 ry\T-,1 G> 0Â£. g U ) L-LAr Type of Project: â‚¬ 1 0 6 LE, Frry* 1.69 -~-- please list the required information for all contractors/subcontractors, who performed work/services for the above project. BUS. Business Name Contact warns Complate Address : Lic. # / 449 i W c Â£ 7 d- <[B,po Mecew -Gala. A- <36 HA teww#oor, 06. 80%04 694 -2.-2-OL U LUi A-,1 4166_Ae.c EU.ADA;11.06 Jz>E, l.0,0Â£54loan CO. 8043 1 //64 2,2-2- / 42,4/aL 874 00 A GOC.rLEr-115. M EL LO UG,ytooT: CO. 80$01 -7 17 /70-z_ S.. Wo 8 2-,0. C: bÂ£744 lan- ~0957. 0 Â»-12-L i EL LOUCLA-vo CO- ZOE-3-7 Ill( 2). 0. go)< '/ FLIT)-- BA el.*3 ?CUWA>.1- *s x - Mos 4,)6mcar, CO. 20%132.. 611, 2900 2-442 /4-t/25 ~32SWAgri- dhÂ£=re i L /O AU L 69.06 MoRT, Co. 2 ~0%0 1 EDO ShS- S TE Â£4El:/S de. ~Itticel .IA.)SULAâ‚¬\OJ /1/1 c Eg 13Â£,trrEV; U.Â£ i ed &06x / RES f? a BOX 33 2,100 120of,26 DA-oa H76/ 0Â£ , CD. 20~33 (179 B O, 8 00 2 7 -r (/-79 L tfuct + 6266 -E icitum. ~ Atlc_16 1\ 46, Euzk Co. Eacal 200 k HO u LS C * 32 ~12 Per Al AS m-fE s kau 60.06 fyl cdr, 36 . Eosol liE<' I certify that this Affidavit represents a complete list of contractors/subcontractors who provided work/services on the project described above, and I understand that Final Inspection or Certificate of Occupancy will not be issued until all contractors/ subcontractors listed above have acquired a current Town of Estes Park Business License. Applicant' s signature: ~1<5~qzj~k-ga--~' Date: Â¥ - 29 -94 RETURN CO~LETED FORM TO: TOWN CLERK'S OFFICE, TOWN OF ESTES PARK, P.O. BOX 1200, ESTES PARK, CO 80517 Initialed by: Town Clerk: 01~ Date : 4-&9 -9 / Building Official: 73- Date 25--(-98 . NOTES I HIE,\T CALCS INDEX - .Z . + I ill :0 : 4 NOTICE OF INTENT: These blueprinted' drawings take precedence , HOURLY HEAT LOSS . !Al INDEX, SITE FLAN, CALCE> d NOTE Eb If: , 0 over any other instructions,and the Building Dept. stamped DESIGNTEMPERATUREDIFFERENCE Approved Set shall become the Construction Set and maintained . 'or All Condition. C>th- Thin the Follo-,4 700F - G.30) 4 - 67-3 ' 1 |OD 4 MAIN F 1-00 R P LA N 11.76 Z 1 at the construction site. The data on the drawings take pre- T.,&0..Furn 1 - A3 Ft O OF PL AN â€¢ Z -- cedence over individual notes or dimensions. Written dimen- L For In.ul.ted Floof C>-râ€¢ Verâ€¢ted Unhuted Sp.ci. . . .. . .'0 . Linâ€¢ 1 + 2 . . - AT.2 2.50 OF 1 2/22 i sions take precedence over scaled dimensions. (General Notes :. 1 __11-_ ___ OF Ad E- K.CINT ~ 19EAK E-LEVACE-1 CDR not applicable to this project should be disregarded). For Uninsul.ted Floof Over V.wird Unhined Spac...... Linâ€¢ 2- 50F .., 6;-, 11:.2 5 1 11 5 r i i In the event of any dispute as to project requirements, error CONDUCTIVE HEAT LOSS .4 SIDE E Lâ‚¬VA-1-0 Ct< U fiorn Form Fi I mIn , BTW 112,2 3 32 in the work, or failure to satisfy any contract of which the 1. or fliorn Fictor /,orn film drawing set 18 included, both parties agree to arbitration Â· D,kilÂ°(10.01 AD,grnt,y L,agta, 11 T.DIâ€¢ 4.1 T.Dle 3-6 .DO- AG ~INDONÂ« Â¢ DOORÂ«SCR EPULE - by a third party mutually acceptable. Glazing . I I. 1.00 I . Blu/N I | .I I E - SURVEYS AND INVESTIGATIONS: The Contractor or Builder shall Id ..1 11 I - verify all grades, dimensions. set backs, sideyard set backs - ' 61 F-OUNDAT tON <p F- 1-FKST- 7-LCUR. FRA MI N C=, PLAN I â€¢ I I and easements at the job site before starting work. When . I. I . ' deemed necessary by the Designer, Engineer or Builder, soils " - Â· . 62 1~00 F- FFC A kl I 41(3 FLA INI I I I . / and geological tests, dimensional, topographic surveys and , 0 Â·. C.iling/Roof i , 0 = * = = underground utilities location or design shall be made by a 1 . 1 - Licensed person and pail for by the owner before start of the /6- 1 N m . drawings or construction. If not so done, the owner shall in- .-1 - demnify and hold blameless the Designer or Engineer from any Chh~r I ' I - and all liability for damage arising from failures, settle- 1 . I - 51 ki ments, faults, deteriorations, surface or subsurface encroach m .. . ments of water of land or sea, or any other conditions which could have been averted by design, based upon the information the above services could have provided. . 4, S.,blor.1 4 8'u/rv MOUNTAIN GOLF VILLAS OF ESTES PARK 16< W INFLITRATION (Ent- 0 on Lon. 5 il th.. ;. po..t,- ...i,1.tion) PERMITS: The Contractor or Builder shall obtain and pay for ,- %@ all permits necessary for the work. including Plan-Check fee 42 h I . (13 m DF - 5 ti,T -81'134. 41)1//-/3,1- - - except that each Subcontractor shall obtain and pay for the - Gios, Ft- Ai- W.,9.1.0 ll,omT.câ€¢â€¢1-7 AT-liom - --- A-'f.â€ž LIne , OELD permit coveting hia work. If additions or corrections are Collin, Mâ€¢,9â€¢t =-4, required by these applications, the Designer or Engineer is 4 VENTILATIONÂ· (En,~ 0 on Lin. 6 11:he,â€¢ i. nogov ve vint,1.iont Â· ~ ~~~ ~ <.*.2- -78~/ -6 - .te-Â®il 1 0 ././. f rh m ee U. 061 i to be notified and additions or corrections shall be made as . h,/ming Â·-6- \6 4) ,)(/ ~f..~7 4,~~/ >4~7 3.Â·/\,~~~ /37 ~ A G~,8 venlitatton Rat. 1,0,n AT* liom Lm, 1 Sub,01.1 7 8,u/4, reqgired under their fee. C.,lcul,Ilons eli INSURANCE: The owner or Contractor shall carry any public \ 12 . 5/3.2--1. j./0 liability insurance necessary for the protection of the pro- OUCT HEAT LOSS IEnt. O on Lin. 0 it thâ‚¬ft â€žinoducli) . 14 y-111 /.9 5 - 1.-4-t j , 0.15 .une: - 8 , v hi ,- 0 AJ- 1 O 14-Â¢Â¥- N c .(0 ject and provide Workman's coapensation insurance aa required V by law. The owner shall carry adequate fire insurance and r'X '. B##di - - .34 Builder's Risk during construction and be responsible for all TOTAL .IL,ne 7+8) an 9 : 0 . 81'/h, 'St NX Kir.-0 4>929 .1- v m damage due to vandalism until notice of completion \\ 12 L-vir~ Ap=71 1 i zy.8 ANNUAL HEAT LOSS Â· -- Â· SUPERVISION: Supervision by the Designer or Engineer is not - ' - 1~O:,SlbaÂ® t.t.....3,,~61~85.Â® Â®Â® e, 4 2' ~ included as part of the contract under which these drawings Â· ~" - 2: 0 4--4 1% er are provided. The owner or Contractor may call upon the 0 7970 oF.Â·d.y/Yr â€¢ a Blu/h, m. ~â€¢00 . 74 h,/dâ€¢y tr -0 Â·F ' f fjotKBr efK 't Â®3'~ H? 07~ll - OLLI 8 Â· Designer for interpretation of the drawings. Modliom Aopâ€¢nal. C H câ€¢[,ily Hut Loit . . C hom t fiorn L)â€¢â€¢ ' T.DI. 3-1 -On 10 8:u/VT 100 0 . 1 -11% 1 -'.l l-fj ' --~i_ k. 1 1-. L~ 1 1'111 :,1 1 1 =71 1 1.. 1 I m .I 1 =LI -1. 1, ME,- - AT.. 1,0.4 GENERAL NOTES Un. 1 0 ./ . 0 v â€¢I , r.- .-' I. / 1. Drawings: Do not scale - use written dimensions. The set of drawings stamped approved by the buildingdepartment shall be the construction 1.- drawings and shall be maintained at the construction site. SITE PLAN - 2. Permits: The contractor shall obtain all permits required andeach subcontractor shall obtain and pay for the permit covering his work. 1 1 4 , W' 01 . 3, Codes: All materials and wÂ·orkmanship shall conform to the latest edition 1 ..Â·: 0 uniformbuildingcode (I.C.B.O.) and all requirements of regulatory agencies having authority over any portion of the work. - -- 10 1 4. Utility Services: The contractor shall determine the location of utility services in the area tobe excavated prior tocommencementof excavation. .. 1 0 - 1 0 -0 5. Detached Structures: Design and construction of retaining walls, screens, ( swimming pools, spas, etc., shall be under separate permit. 1 1 4 ' 11 -- 6. Grading: All surface water shall drain away from building and to 5treet. /9.1 - NLL . 7. Structural Integrity: No pipes, ducts, sleeves, chases, etc. shall be placed 8) 1\ 5 / , LL 0,4 Â·V---8 ..1.+ C . to in slabs, beams or walls unless shown or noted on the drawings, Â·Â·i, ty:,a, 2-Â» 'A 1 ~ 1:1: 8. Ooe-hour Fire Resistive Construction: To be provided at walls and ceilings .2...,~4~31''- i: ,1 ' '.,1-a:. ,Â·->61:Al, t . -. o f Garage (M-1 occupancy) where abutting Residence (R-1 occupancy). 1/11 Door(s) connectingoccupancies tobeone-hour fire resistiveand fitted with + 0 Vj a self closer. The walls and soffits of enclosed, usable spaceunder interior / \.14, .D./ -- stairs shall be protected, on the enclosed side, with 5/8" Type "X" gypsum ' ~\{ b E-~' M board, fire taped. ---- IL-93.--- - - x (0 - IN \ \ . t â€¢'co,) ' 9 OG 9. Fire Stops: Shall be installed at the following locations: 1 9.1 In concealed spaces of stud walls and partitions, furred spaces at , ~ - - --- Â®64 a a: 2 ceilings and f loors and at 10 foot intervals along the lengthof the 3NV 319Â¥3. wall. , / /A 2 1 ./ 1 0 ta . 9.2 At all interconnectionsbetweenconceaIed, verticalandhorizontal 1 ..t , spaces such as soffits, dropped and coved ceilings. - I Fr i 9.3 In concealed spaces between stair stringersat the top and bottom of - 06 run and between studs along the incline with the run of stairs i f the 16Â®~ ,, ..1 1 EL . walls under the stairs are unfinished. - / LL. ~ Â· ~ - O Z~ ~ 11 J. 6 9.4 Inopenings around vents, pipes, ducts, chimneys, fireplaces and similar -- l) 4, *929 . 1 0 openings which afford a passage for fire 8t ceilings and floor levels of ' j r~ 1 4 , 21 82 N <. 0* (.. r; ~~ ~~ combustible materials. , . 1 0 ~2 - 0. \ 10. Chimoeys: Shall be provided with spark arrestors which will permit the tr passage of objects no larger than 1/2" or smaller than 3/8". 22 0-i:-Â· Â·/-3, l A 2 d *8ji - 1 0 1, 4 0 I. M -4 â€¢ 11. Smoke Detectors: Comply with BuildingCode S 1210(a) regarding fire . '1 Li t U. warning system smoke detectors. , i ' # 64 . V 0 /4 11 =323 4 roof assembly as specified in Building Code 53203(e) 0 - - 1.2. Roof: Roof coverings shall be; L & t:.A. 4."TAN!<0 Her<'740-12 8 +M , 1 â‚¬ 0 ... 6 0 1 0/El! i Â£ - w \\ 1 13. Vents and Accesses: See plumbing note for tub access. provide 22" x 30" Al covered attic access opening as indicated on plans. Provide similar sized F ~ i screened access to areas under building i f required by design. Foundation i 4 screened vents tobe 2 sq. ft. inarea per 20 feetof exterior wall, except 7 1 2 for concrete slab areas. The net free ventilated area of attic spaces shall * ~ ~ ~ not be less than 1/150 of the area ventilated per Sect. 3205. 0,15,Wâ€¢34 lf,0,Il,M O/sl 109- 999 (Et) 1 jo 6GZD- 8 03 'Mied sal -Z .9 . 5 & 26 1:4 . , E 35 :41- 02 - 6 : E- r, 2 6 ,% 1420 12 1 r 25-23 3: i 1 1 01 478 Lai '' . 14 21.11 0.21-21,11 314, 111-11*11 ,t,2.'0 2", ~_~_~~~~~~~~~~_~__~_~.1.-1*1"14 gil lili E 324 ~' .1 E ~ 91-2,61' , 7/ 54~0'| 6 51.60 1.11 7 5.6.1211 1 51-&1011 2 J,+11 > 1~ 1. - '7 4 . 58=09 . / 1 LIm M 4 ' 1 1 1 O I, 1 r. 0 20 1 6056 1-~ayne -log 5~ 144:> I 9 ~f'u 2,1, 4.""emir=ji'r~=Wr., r ; :, 44 'r-- . . 1 0: 0 . . 1.1 j ie i,. 1 . 1 1 ---- - 1 - - -1-4: 14 .. 1 \ /1 006 . - -J, 3*04 Â£ d -, l'' 1 < 1: =' -e, 41 *dss U--920, At,â€¢ Z.*N 4 - ZE O mt 11 0 11 ' z 0 +1 eaof=MI -\ , OL; ,/Ill ,--1 79'Irme 'wl * 1 1 - - . 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' Â·-- 1 4 / i. -/.0 6-Â°74Â°21 Â·474=pop 1.11,JCÂ»ldS - ' 3-2~-p aÂ·- 4 1 1 111 , 40 1 /1 F TRA.,s.om 33 2 ~ al 14 . . r 7 , v 0,2360 j j 22 4L1" , al.q" 6 . I I. I .... I , 1 A 3611' - Ill,~11 101-2,1.11 *14 ~ L ' i 1 6 ~ I. I j . 4. 2.91:129) , ... 425651-011 91-011 x j e , 1 0 . ' /- w 3 * 4,8'- 4, '1 -'412 1 Z ' I =5:.5 FL a=12_ F[Ad - 1-Â£51 0 60. Pri@!111 51450 9 0 - 0. A z 4-9 6 - Sa.. Fn @3*FA 61 20 A 2 .. 24"sl|-d'I ... ... g .-I . ' 0/St 228Â£ x08.O-d 1.5 |-,5> U -8 ined 691*-989 *se, 961 logrow 0 Z6 a Z E2 C 12 - 1 / -04 r -1 O W - -- -- - - ------- -- - - - - --- ----- ---- -- -1 OE 0- 0 :d) \0 6: 2 5: 62. it/ O 6 4 I -02 I i â‚¬ 8 84 N . m 1 1 0 tA -49 1 - ZE.8 14 CJ (0 . 03 . CS OLLI ;E Â·13 Un 1{ 911 DGE /3 23 . 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US,lip '01 -!A,â€¢, SV,7 IA 01 ONIMIHO St 8109- 986(Â£OÂ£) *no 65/*-989 *sai Q 10}rOWd COPYRIGHT 1993 A J"d [ZE~7 -Z 0 00 . i 1 12 1:; - i Â·fi: .121 0 1 UT E+2 -1 = M JÂ· -5 nnFEIR Ililll -1 2 01 Â® E lilli *lilli '41-3 ~ 5 1] 1=-1 111 . lili 11 ' 11 ' 1 -1 dil X O e (01 - I 4-L ___ 1 . . - 1- ZZ --- 11 m SOUTH_REARELEMAT1*N OLLI J EE C CD ' I- (11 m N 1/1 L (1) 10 C 12 m m 3 m a . 0 1 . 11 , 1 1 0, H , 4 i 210" -1===1==LOT 1 0 01%1 /1 -11\ , 1 P. 1 22 . 1 0,44 I Ca.=== 1 -1 iGL ~ III s. ~ ~ 111 /' 1-L, 00 Or oF -CUR 5 - .1 --- m . 1 , i'11'11/r=7/iM \LU - .FLOEâ‚¬- - FIN 1514 G.KA FE - 1 0 1 4 4 Â·Â·1 0,2,~{L , 5 - - --i t- ,-I ...........'ll '- ---I- ..Il--Il .I.-Ill.- Ill'.JI - 1 0.11 A4 f I Ile P.' ..!"P I Mools 403 M J ed Â£1608 00 Â»ed se:33 228Â£ *08 'Od NOVâ‚¬ 7 01 1ON 9 ONIMINa t,wl -1 :lepo â‚¬-21-26901 IEUWWW InOMAIM 01 Illild O/St 69Zt-989-se, OOPYRIGHT 1993 All Rights Reserved B. Saunders-Design 8209-989 (COC) 110 ' i il: : 1,64 2 1 /:b: 6 1.11 Z. . 4 zill. 02 - (*11 0/JAL GA RLE. . 8. 226. fi i:.2 . O 2 :lit -i 2:/3 :z t u, i 5 1.=9'rd -1 9 11411 11 / lilli . 11 -, 'lilli '\ - 11 . 51â‚¬ Ir lilliÂ®11- -Ir lilidy:ll 11 ./ 11 : i/&,di 11\ Ill I Ill Â· 16 / 11 \ 1111/ 11 -1 G0 z-2 31 1 OATU CEâ‚¬ --- 1-0. 4 I.---I- -.ill- -1 =. 0 w 4 (1) U) 21 0 (1) = EAST_--_S-IDI_ELEVATIOAL_ OLU J tr) C 11//////--,.*- --Ii/---=.------------ -- - ...-'-- -.---- ------ .ev- 4 0 fic.fi/$~~ - - C 5% .IR Â°0 1 E- . a 0 0 WOE H.-1 C 0 0 1 % O 04 0. 0 M 8 O 00 - J ST- m 11] d i ~ - Bll.-I---- I . -Ill--..-il.'-Il-=---I.lili..~-I.-*~-*..I--~I.-Il.-~.~.~ 13 W (0 - 00 12 10 4-11 & 2 - -. --1 *-1--- R 1 11 . 2-0 P. S .G, 11 I f /lili 1 lili - 0,H- 111 /111 lili\\ 111 %-1 TipÂ· ZEZZIEZZIZEZZE-ZE It 111 / 1 lir Ill Â®imi .111 - -00 . 12 - . 1. 0 , r ILQi-112==ll 7 S veNT - 2 4 8 X O i 1 7 Loo , -. h=g g 1 DE -LL- - -4 -1 9 . f - $ 6 1. 0 .I----I.=..I --I---I-* -i.-Il-* ----Ill< I.--I*.I-1- -*i-.Il--I .--Ill f..i-I- Illi.- -I-Il--0 0--- -. - - - - - - -.- -..- Cll I O - O. a z *.*./.-ill ...I-- I./Ill -b - ...I.--I --Ill --4- A5 WEST -__SIDE_ELEVATION_ 1 NOIES,WÂ¥, er---995-ZE~=3 . 22 I -269 0 10,roâ€¢ )10018 'M,ed Se)53 08.0 ined -,LI ~ ga3(Nn 4/4,221*7/,w</AM'Ii.,6 -Â¢21 ////e- 1 . . isVIVI| NOMINAL= 'ROUGH OPEN'G GLAZING W: ZE H. or'V TYPE MFG. CAT. NO. TOI REMARKS \Al. H. . TYPE lap. EATERIOK FIN 1241 ALUM CLAD --601-0~-WH ITE 1.- A 50 ~ 36 1 CLAD CASEMENT,<ox PELLA PROLINE PCC 2541=3 . * 1.3/411 -... 1- = 1/ 014-7- *+iNSU-USHTELD""1-DW:E---BeboRGAS 1437 (scidâ‚¬ks) 5 60 K 46 1 11 \1 *OX ti Fcc 2959- 3 G '- 3 1/Z" -,4-L*,kkl ' , H 22.2 , . /1 C 60 * 1 2 + 1 It TRANSOM* M 11 7<C 7214 -4 6 L p304 7-2 4 11 - It 11 1, 6,0 IAL-ree.NATE: CIRCLE H-EAO PCH 25 CC,3 -1 - ...fi .- .2.-Zr - 3 0 >< 30 * 2 " Te X E D it 11 PSW 3636 8'. O,4 dilymB 1, 0 1, I U 7.0 -*AcrERNA-re: 7=1,><EO 1~f'~blÂ·lE 3o3 o CC (SCE-EEL> */SL)[DEÂ© 70 x 40- 1 1, CASE vIEIJT X ex 11 11 PCC 2953.3 > L 3 02 R 11 11 , 1 14 23.7 . ( SCR.EEW) 40 X 26 1 It AWN I A/6 11 11 70<1 2953 21- 5 Pal' IL 11 p 1,â€¢TEMPEL -9,7 0 .5)1602 11 Il . . 1 11 11 78,1/ze 67 li G 26 x 3 0 1 4 CASE MENT AH M H PCO 2941 k.1 61/2 11 .- I H 50 * 40 2, ~ It 645( vIEWT )0< 7 11 rco Z.957'-2 21- '- 10 1*" --*L-44,1 u n . 33~ 11 .-I . TD:131L1---- . 125.0 11 -- .- 1 1 - - ././.le'..Al.... NOMINALL GLAZING sIZE L.TY TYPE MATERIAL Â¥1-1,~ HARDWARE TOI REMARKS W W H TYPE I aR 1 -11 3 ' >1: 6.0 1 ENTT*' uF'51 PE LITE Fl e>EKE,l.455 Olt tÂ·/IETAL. 1 *411 Â£1JR>/ - )<Ey DEADIZ;bl-r[- - 0 [36 -TEA/IPâ‚¬-12_ 7 -- . 6 vq/EATHERiTR-IP 2.-Â· 6 0 * G@ 1 PELLA CLAD PATID 50 1 WOOD/ALVA/1 CUP /3/#" THUHS LOCI< / FOOT-1~~01.7 - --' 14 NSUL-SUI ELLDK LOW-E>/,6RBON<345 - 40 ~TE,>IPEr- GLASS /SCREEN' POS 90,81 KO 3 50 %68 1 11- 11 11 11 11 11 . 0 13/4" 11 11 2, 0. 6 --- A-- - 11 Pc.s 72 5 1 Xo g 6 4 6 8 1 ZATEP SWI NG 5OLID CORâ‚¬. .. 12}6'1 7=,ASSAGEâ€¢ 9/ KE'?;tliUMB LOC-1.q~ .- . ,.. . ,,, . , .1.99--21 --46[[2,ki*TiC CLOSE#- \A/EATMER-STRI f' C 0.4. k, 6 5.. . G C> PANEL- SWINO -FING 13/b" LEVE.IC HANCM.g~1-HUMB LOCA - --- - 1 G 5-Â° - - X 6 0 - 2 56.-5 3 PAKIEL BI Â·FOLDÂ® PIA)Â£ " 13/3" PULLKIWO[3-7-DP-11UC.KIT. -77~-.0 . r---'i,râ€¢,â€¢- â€¢,â€¢,rÂ·'r,iâ€¢,i~--â€¢ i' â€ž,".-, '14'1/////, //, â€ž# 11 0 (21.~- 11 -- U /1 .â€ž 11 - 3 Â° x-~ 8 i 25ETS * B }) 11- -Il (21.~) - Il 166 x 70 1 4 SECT. fROU-- UF:' PANEL/METAL 11 "RA>/Nonz."ELECI OPEIU-TOA-* - '- - 7. 1-10.-_ . -SHALL-HEET 111-32.5 93 SAFMY STAKDAKID) -TOTAL 198.9 212.7 70 oF 1,670 SF LIVINC. AR-EA f 1 . WINDOW AND DOOR GENERAL NOTES i 5. All habital rooms within a dwelling unit shall be pro- 7. Any door between garage and dwelling shall be self- .vided with natural light by means of exterior glazed' closing, tight fitting solid wood door 1-3/8 inches 11.The inactive leaf of a pair of doors and the upper leaf 1. All exterior manufactured doors and windows shall be ' openings with an area not less than 1/20 of the floor in thickness in lieu of a one hour fire assembly. of a dutch door shall be equipped with a throw bolt. certified and labled for compliance with N.W.W.D.A. area of such rooms with an opening of 5 sq. ft. min. infiltration standards. All bathrooms, water closet compartments, laundry rooms 8. Sliding glass doors and windows less than 16 feet above Â·-- and similar rooms shall be provided with natural vent- , ground or within access of the public shall be capable 2. All doors and windows exposed to outside or unheated ilation by means of openable exterior openings 1/20th of being lock securely. Moveable panels shall not be Any changes to the door and window schedule air shall be fully weatherstripped. of floor area with 11 sq. ft. minimum. An alternate to easily removed from the frame. I is at the Owner's discretion. Please notify an opening may be mechanical exhaust fan on electric 3. All joints and penetration openings including doors switch ducted to exterior through a backdraft damper. 9. All main or front entry doors to dwellings shall be so the Designer of all changes. Verify rough and windows in exterior walls shall be caulked-sealed Exhaust fan must provide 5 air changes min. per hour. arranged that occupant has a view of the area immediately, opening dimensions with manufacturer's cat. to limit infiltration. outside without opening the door. Such view may be pro- 6 Provide safety glazing (tempered) at all hazardous vided by a door viewer, view port, window or other opening, --=-7-- 4. All bedrooms or rooms used for sleeping shall have locations; glass doors, glass less than 18" above floor, approved egress windows unless exterior door is pro- wardrobe doors, tub and shower enclosures,glass within 10.All exterior swinging doors accessable by the public to vided. Window for egress shall have sill height of 40" of locking device on exterior entry door and any have a keyed deadbolt with interior thumb latch with a maximum 44' above floor, minimum of 5.7 sq. ft. net , window or glazed partition over tub or shower. minimum throw of 1 inch and an embedment of not less than clear 00**14 with 200 clear width and 24" clear height. 5/8 inch. - FOUNDATION: /': 5 2~ Concrete pads 24" square or larger to have : i 21 5 5 #40 bars e 12" oc each way. 1,1 = z. :i:. All continuous concrete footings to be , :-, 16" wide x 8" deep for one story 7-E. ti i!.2 . 20" wide x 10" deep forÂ·two story (U.N.0.) 2,- _ 02 with (2) #40 cont. reinforcing bars :13 1 C i Anchor bolts for Pressure Treated sill plates to be }"0 x 10" @ 72" oc maximum (U.N.'O.) Non-bearing walls on concrete slab may be held with shot pins at 48" oc. ' All interior concrete floor slabs on grade to be 3}" min thick 3000# concrete with 6 x 6 - #10 wire mesh over 2" of clean sandÂ· placed on 6, mil plastic membrarie lapped 12" 408 ' G" Ul 611 43'0" * 14'0" , 0,â€¢ 3 1 011 , 14 , 5' O " 14. 14 ire 0 A A 00 00 V V I . - a - A COE 55 --I-7 1 /3 Il Â·-/ litill 1 - 3t 0 2,1 - 8 LI '' 0/afl 2 '1#/30 " Sâ‚¬-X-129.PEEr tn â‚¬ C out. PAXD g. 414 < e (ONG._PAD. 43. N 107230'1 5 9 >< 12" PEEâ‚¬~ 4%\(f. 11 v r *A< 6 14,49Ae 12%65 9,â‚¬67, Â»322. \902/ 9.#405 (Pizi'o.c. EA.-WAY o | 1 -7 911 1'.,. . O 00 / O ' i - 11 1 .1 kk" COKICKETE Sl-,4-22 -*~~~ ~ 4 ~ 9PE'Tar./2.5 0/Inrec'K JolbTE'ic'kc: 0 16 K G Fo W lita ME.5H.. . 5 (ALT[TENATE : 2)<~/ 10 FLOMU ST(*)1 C."D. c) = KI OTE: 7 - - .. I f 39 i 9 0 Ill ADP CONCRETE-SUE> 1 .0 =y ! 1 ~, - AS RECRUIRED FORL_- C < NATO FUL C=,AS WORKZU 2 1 J FORCED AIR- UNIjl-(FAU) 0 0 1 // - -1 0 1 11 1 11 1.-1,1 1 1 li ~ 1-64 â‚¬ \ 0 0.0.-n- - ---Il 7 -1 ,rs=~ZZ~hZ*~~-5--5~--n:-23-C>-,~-C~~g~:>,2-=:-2kP~1=k>-:=~:><3z-=St=Z-rj~Cv-I -,.-...Z~~--k<Z-58â‚¬L-2-ZD--0/P-Â»4(721 1 -1111-- 3 4/ J O i - All--- m r 1. ' 43 EQ CRAWL SPACE . _-- , k k -411 - 0 -7 6 1 1 1 ' l l i l i 1 1 1 m 9. L/1-41 1 1 1 1 1 1 l i l l i - 6 11 - m / / -9-g - Ebfa * 71 1- N . -1 0 - 4 V -41 A '3 K 11 14 al 1 r- hi O 4 4 L 0 23 4 . 1 / F 6 i. 0 . 0. - I 7'EN' 2% 1 51 _EtRST_-FLOO_R_ERAMING- 4-FOUNDATION PLAN \21/ r Cm O/_S'i 732708 7735 SONC'-1 : |epoiN 8209-999 (Â£0Â£) 7'0 6Sm/-989 se, 4 9 010,ro4 SV,lIA =I,09 NIVJ.NnO u6!saa - 1!un----)Pole "00 >Iled sels3 ECgE *08 O'd #.71<721 Wâ€ž 3,6 Â·>1,9Â£1 c 1 ) 4 1 2 WIND LOAD = 100 MPH Brace walls with 1" plywood e=! 9 :Z ' ' as shown on plans with Kl FLOOR LOADS: :0, 2 0. ,â‚¬510~--<Zr.- I Live Load 50.0 !: i iii 12Â· Â·, Â· Let-in Simpson metal brace 3/4" Plywood 2.0 1 1 li z . 5 *%--N-- //L j 1 for wall lengths over 25 ft. Joists 2.0 ' -%-Px,Nx Is Flooring 2.0 \3 1,13 *0 Tie each rafter and truss to Gypsum Board 2.0 (-: li bearing plate with Simpson Total LL+DL= 58.OPSF 12.2 1 3 Hurricane strap H2.5 2.,- 5 2 -<M<* ' 12 ~~<~*Z~:~ NOTE: Contractor is respons- DECK & BALCONY LOADS: 16*1 12 @5'9" r r.44.. ible for all temporary brac- Live load 60.0, , 14 , ing and tie downs for wind - 2 x Wood Decking 7.0 ' 1 Total LL+DL= 69.OPSF 0 4/ 1 4 20 conditions during construct. Joists 1 FLOOR SHEATHING: 12 3/4" CDX T&G plywood ROOF LOADS: U) 1 12 91 12 15 < /11 APA rated Sturd-I-Floor Live Load (snow) 40.0 exposure 1-PS1, 83 23/32 Roofing (shakes) 5.0 ..3AA ...I M 44441/I 'B ---*IFBE ~~nstructionvgluettt joists 2522eplywood E:Z . ~ 4.- - 1 N -1.2 ENail:8d @ 6"oc qdges Gypsum Board 2.0 / , --, 2-2 5 8d..0 12"oc field ... Total LL+DL= 51.OPSF - I" 2 262 L O11 0.2 210 0 21 L A" ,JROOF SHEATHING: Note: Design trusses for 60 PPSF Loading 1 . 1 15/8 " Plywood ' APA rated ..1 , Exp.. 1-PS1, 83 24/16 Nail: Bd '@ 6"oc edges 1% 1 ' 8d 20 12"oc Field Om R SHEAR WALL SHEATHING: 1 APA Struct II plywood 2011, G : cn 8J Nail:8d @ 6"oc edges or H , Bd @ 12"oc field J . , Z.* 0 1 1 4% U / - b =: J i N (20) 20<5 14012- 1 (.2)21 9 114 t/' , (2)UG 00 . .P./-1,Â· , a. 2 U 0- .0 0 1 . s / - ha'.0 1 3 - , 0 / \ 57 0 ' - . 1 090 J w 2'3; O N ) PKE- ENC,0/MFe-_Â® -TN.u55Â£5 (5)24.0-c - # 13Â· .C~J)Â·~~~,Â¥~~grE.5 @(5>zzino -Ici. 'lu-.71 . b 1 j u -,4 ; ~- i -*-zAi i % 2.J --L / , 1- : ji Â· lij i j 1 1 0 I . I . I &- m \fk I . -\ 4 - E .1 /1 - , 1 0 1-40\ i # 'i j~ ' ' 01) lf) X 11 1 -21 01'k 0, H, C CE 'H .1 - E./. - M OW~i 1 . l 9 ; :0 11 11 , . i - 4. : A /9) 84+ m,Lt'<, 1 1 1 , F 141 2-5. fi:4 1 ' .- --I-*- .'I---I- #I.--- -.I-- -,1 / F r 1- 0 7-7 _g/4 .m :f 11 1 I Â¥ -- Il-- 3 2, 7 , 8 0 02 1 1- a 01 6- O 2 * 1 , 11 1 1 â‚¬ 8 i 2 16?~ ' 0 03 1 0 0 0 1 ' 6 1/ r â€¢ . .0 4 t . 1 /. .(K 1 1 :.1 t â€¢ - -- K 0 1/ f u ACCESS - ' i W la 0 0 I 1- 1/1 , 1 71 i r 1 1 0 - N C .. 2*4 RAFFELT<D N 10 . ' * D.,, 1 ' - .. 3 I . Câ‚¬/24,1 'o.c. 9 9 4 1 2 / 1. -ryr 01 4 2 75 . . 6, 1 1-- . . t. ~~j~11*11%,IMIC~LAME_.2- r" 1 6 M V 1 4 ~ 54")<44 ' PAh,aM :4 4/ 1 1 1, - X U L=,8'-Co " 1 /m T.r.*j <~ A><4 5-rups 11" ,-416â€¢A '9t '~ (2) 1% 0 +IPPL- )4 .5, a & f 1 3 Q 4 . u f 4 ,"J /40 r o PI 1-LATE @ 8Ll" . 1 -- . EXTERIOR STUD WALLS: - Uyz' ~ ~' ~ 8 _ - I 1 \ 1 1 1 -â€ž 4 1 All studs 2x 4 @ 16"oc (U.N.0.) 7 4 Solid block all studs over 8 feet. 9.7 ' /k - A I .1 - INTERIOR STUD WALLS: & Ki 01 0 All studs Zx 4@ 16"oc (U.N.0.) 1. 2 - 1 1 21 ' To p OF PLATE.5 - Q811" 9 Solid block all studs over 8 feet. ..Rt J W: -R- 1 UNLESS K OTED 01'1:11:E* ISE At plumbing wall use 2 x6@ 16"oc=22ZZEZZEZZ Â· - - <U.N.O) Â§3 ~ O , 14 5// AIR BARRIER: -9- e Wrap all exterior sheathing with "TYVEK" ..7, .N . - 4 4 b In air barrier before installing doors and , 12 1 1 ED . 4 1. 2 -O windows. z U - - w5*% INSULATION: (2) 2% 8 W DR- ' L GABLâ‚¬ END TRLE 5 ( 2) 2.*G Â· 3 9 1= i. Roof and ceiling R30 minimum ~ 1 - Ext. walls R13 minimum r u 4 RIDGE Over unheated garage R19 Foundation-crawlspace R10 min. I 2 ROOF FRAMINGPLAN_ Â·. 1 il 6 1