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Home My WebLink AboutARCHIVE 730 EAGLE LN Building Records Prior to Community Core 2018Entry ID: 104859 Name: ARCHIVE 730 EAGLE LN Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\MOUNTAIN GOLF VILLAS OF ESTES PARK CONDOS\730 EAGLE LN\Building 104859 Â· , :3. ,#a:Of TOWN OF ESTES PARK , 1 BUILDING DEPARTMENT '24(CON: 13 1 6/ :MI - - N 64*-*34.I 'Â· A t'- A - -/3 -% 916.rup=2;**2*m jet,Â¥8*fike;I V . i~.A I. C , /' 7- ~ -1-"3' : %20:, i'.il/1*< Â¢Â£1~ T '2.7 1r-:; 4 ~12 1 ,tÂ·Â· ./ -_ 32- Â° v)**#44 -~61<-1 1 1-1 - Estes Park, Colorado 80517 No. NR 1590 CERTIFICATE OF OCCUPANCY This is to certify that the SINGLE FAMILY DETACHED DWELLING OWNER: Mountain Golf Villas 6 ERECTED ON Lot No. Block No. Addition Mountain Golf Villas Street 730 Eagle Lane Mailing Address 2300 Central. Ave., Suite A, Houidei, 00 60301 Architect Paul Saunders Contractor John daley Building Permit No. 5573 Zoning R-M Occ. Gr. R-3 has been inspected and the following occupancy thereof is hereby authorized: MaXimum Allowable Occupancies Floor Loads, Lbs. Per Sq. Ft. Basement 1st Floor k-3 4: 2nd Floor Roof 40 ib. live loao June 22, 1995 Date 9-, _-2 A. I 71-* .9.---' Building Inspector P. O. Box 1200 Telephone (303) 586-5331 T* Q. 70./.497/" TOWN OF ESTES PARK Building Department 09 - NE 0-5573 b,4~63 ~ -3 .-'..r.2.73. /.1*55 1Â·' 12., r .: -,-$1 "~=,r RA'.81 i. BUILDING PERMIT s. \1 I 9 I 94 73o E A GLE LANE BUILDING ADDRESS 4 0 i,x g Legal Description te+- 1 Block Z /O 5 1/9 Bo N AJ i â‚¬ -BleAE ADD i T-10 A# Valuation , Building Permit / 083,23 & Plan Review / NAME M 00 N tA, 4 <bc,Lf VILLA x Other -5-. 00 MAILING ADDRESS 23 00 CE/Vy/Â¢4 L Ava . SUITE Certificate of Occupancy EOULOert C O Â· 20 30 1 A PHONE NUMBER 447 -8533 Total /099.83 NAME (TO H N 84 . 1-1-1 LF Lf ADDRESS / 4 49# Lucit *S L 0 /46rn w T , Col 80 Sol PHONE NUMBER 774 -3200 EX. /* TOWN LICENSE NO. 69G C NAME E TE W ART ELECTRIL ArctÂ¢Designerkngineer 0 N Name 1Â»1 u L SAulghâ‚¬44 h 64/6 e T ADDRESS - R. Address 90 20 >< 38 1 7. E P Ce. 205 17 TOWN LICENSE NO. 800 PC NAME C AN.440â€¢v e.-7-Lum/l//â€¢GRS HEâ€¢Â¥. Phone Number -S-94 - <6 628 LO . ZONING INFORMATION U N M T ADDRESS B. R. 572. I 'Zoning District -2- 161 BUREAU OF THE CENSUS ITEM #,01 TOWN LICENSE NO. ' - - - - Front Yard Setback Type of Construction I FR, 11 FR, Il 1-Hr., Side Yard tefbaÂ¢k . 2.. 8 N. m 1-Hr. 111 N, IV HT, V 1-Hr., ~ i Occupancy Group A, B, E, F, H, 1, M, (Â© S, U Rear Yard Setback Division 1, 2, 2.1, ('~) 4, 5, 6, 7 FLOOD PLAIN CHECK CLASS OF WORK Approved - Disapproved New Demolish Comments Flood Zone: A< Alteration Repair Addition Remove Use ot Buitding S//v GLE TAâ€¢41* 19 867-At H ro By 9--- Date 42- 7- '79 3 Â¢, F (c,-4 I hereby acknowledge that I have read this application and state thai Floor Area Basement GRA- C 1st /5-8 5 2nd - Garage 1 754 the above is correct and agree to comply with all Town Ordinances and Size of Building 37* e.8 Height 21' State Laws, regulating building construction and zoning. Maximum Occupancy 45- Number of Families ONâ‚¬ Permittee Fh tA; 604 F ~/ L LA-m. Number of Baths 1/2 -3~ 2 Full Size of Lots G. 9 A U. By fe*-6+ 9-4 t-u. , /, Numberof Buildings Number of Floors ~ No. Bedrooms 4 Uk-Â« R.. 6~ r. - v Now on Lot - Building Inspector t Use of Buildings Now on Lot By The Building Department will make every effort to prevent errors in Certificate of Occupancy Number ~31 1 590 6/ 2-2-/95 your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. p m r- m Lomor-cm imzmo N )16 : r mt CA [ES INDEX A l INDEX, SITE PLAN, CA -C Q j J - ,- --- NOTICE OF INTENT: These blueprinted' drawings take precedence HOURLY HEAT LOSS over any other instructions,and the Building Dept. stamped DESIGN TEMPERATURE DIFFERENCE Approved Set shall become the Construction Sit and maintained 0. AiC=â€ždili=,Inh. Thâ€¢â€žthe Fon-0, .70'F - E-SCO 4 - â€¢Tw, 1 |00 4 2 /6~2 MAIN Fl--Â£9C>[*~~fl-jk N at the construction site. The data on the drawinia take pre- . ~ AS F:<601=- P>L- AN Tow hom Form 1 - -- - F vedence over individual notes or dimensions. Written dimen- ,-,-0.4 Flo. 0- Vented un-ed Spec....... :0 0 L. 1+ 2... 87., 2 . 50 OF -- lions take precedence over scaled dimensions. (General Note. 44 FCON-7 ~ ITE.Ali EL_EN / 7-1 (. -- 4 not applicable to this project should be dlsregarded). ,or U.inwl.d Floo, O- Vâ€¢med Unhemed Sp.c* ..... Liâ€¢,0 2- 3*F .. 0 ATw, 3 95 oF In the event of any dispute as to project requirements, error CONOUCTIVE HEAT LOSS A 5 SIDE Â£ L-Â·E VA-r I OAJ in the work, or failure to satisfy any contract of which the U 'Fom 'O'm ....41., AT. A'.. 112. 1.-4*,m F.C.o, f'Aa /,om drawing set is included, both parties agree to arbitration 0.,AIII,a Of Ailimlly L.....a T.. 4-1 Tabil 34 ..0- A i .WINDOW Â¢-E)<50RwacÂ·W D LILE by a third party mutually acceptable. .1.4 . I . I. 1-0Â© I . 1 B,UN 1-- m. m N . SURVEYS AND INVESTIGATIONS: The Contractor or Builder shall - 1- 1 7 - verify all grades, dimensions, set backs, side,ard .et backs 0 , - S I FOUNDATIO14 4 FARST- 1:-L -32. F-R / 1Â·.,l INC= PLAN and easements at the job site before starting work. When . - -- -1 . I I - deemed necessary by the Designer, Engineer or Builder, soila . . 52 -FfoOF .FKAM INC' Pt-/4 N 1.11 and geological tests, dimensional, topographic murveys and -1 N . . . I -- - 2 C.m./Red 12 .. I - underground utilities location or design shall be made by a . 0 ~ Licensed person and paid for by the owner before start of the -- ' ' = 0 / m m - drawings or construction. If not 80 done, the owner shall in- --- demnify and hold blameless the Designer or Engineer from any and all liability for damage arising from failures, settle- 0.6- I I N - ments, faults, deteriorations, surface or subsurface encroach 0 ~ * * ments of water of land or sea, or any other condition, which z * I . --- J ; ill could have been averted by design based upon the information Subtom,1 4 Siunâ€¢ MOUNTAIN GOLF VIL.[.AS OF ESTES P 'K the above services could have provided. c 2 .- ..1-- - - 16 tu PERMITS: The Contractor or Builder shall obtain and pay for i INFLITRATION 12#. 0 0. Lines il:hee h posit-ventiâ€¢tion) ~ ~~~ ~~--- --~~~-0 1-1 0, all permits necessary for the work, including Plan-Check fee .i, . i . <213 oF - 5 Il--Ill.*---.-.- -I- -=97 AJ;:4 . 1'-m T...3., -0.40-- . O (DI exqeitedhby theheSabplitatitns, st~ellDebi~~riond ~yifoortia VENTILATIONâ€¢ (Ent= 0 on Line 6 11 therâ€¢ h no pon,ve v.n,ilmion} G,-, F-'Ar- LInâ€¢ 1 permit coveting his work. If additions or corrections are Cal:18, Mâ€¢4â€¢1 '11Â¥/ e 40 i to be notified and additions or corrections shall be made as . -6- . *42 0- 1 =201 req#ired under their fee. . ATw bom Line / INSURANCE: The owner or Contractor shall carry any public : Subtout 7 Btw/h, 0&4 liability insurance necessary for the protection of thâ€¢ pro- 1 DUCT HEAT LOSS tEm. o on Lin. 1 Wth.,0 ...0 duct.1 . /.' -4 4:24 ject and provide Workman'a Coopensation insurance as required 0.15 m Unâ€¢ 7 - 8 V m A e 1 ~ Efil 9 4-.1/3 0 3!Ch) 2% 1 -4 Ji by law. The owner shall carry adequate fire insurance and , Builder's Risk during construction and be responsible for all . . ' TOTAL .,Line 74) on . liu/hr \ 1/85 A damage due to vandalism until notice of completion . . 6 Â· SUPERVISION: Supervision by the Designer or Engineer ii not ~j ANNUAL HEAT LOSS ' - 1Â® included as part of the contract under which these drawings 00 u ~069 Â¤ i.f@irt- 4,6 U -7 h Oul J 1-- A 1-7-r,-9 - ., 0 W are provided. The owner or Contractor may call upon the , 7970 oF.dâ€¢v/yrâ€¢. ity/1. . 1.00 *2â€¢h,/day' ~ ~ ff-11 1 -1 1-~ _fl t{.- tja Designer for interpretation of the drawings. -4/19 .4-1 LOU . C hom 0 - -- . - On 10 liu'w 0â€¢0- LI'l S Tâ€¢- 24 t .. . 100 4 1 1 ..3 1 ./.--.-- 1 5: GENERAL NOTES U- 1 - 1. - e l-463* 44- Â® I. , 1. Drawiogs: Do not scale -use written dimensions. The set of drawings , ! stamped approved bythe building department shall be the construction ~ '1- drawings and shall be maintained at the construction site. Â»th,J-- . p SITE PLAN< 1 ---. - -1 j -- -- , J ! 2. Permits: The contractor shall obtain all permits required and each - - 1 ~ 1 r.-0 subcontractor shall obtain and pay for the permit covering his work. -- - 44 3. Codes: All materials and workmanship shall conform to the latest edition ~ 0 0 uniform building code (I.C.B.O.) and all requirements of regulatory agencies having authority over any portion of the work. 0 UOIN 4. Utility Services: The contractor shall determine the location of utility â‚¬ 3 services in the area to be excavated prior to coiiencement of excavation. a. e 5. Detached Structures: Design and construction of retaining wall*, screens, cUNIT 7 10 0 -- , swimming pools, â€¢pas. etc., shall be under separate permit. . , 0 7[ / UNIT 3 U, Â®UJ 6. Grading: All surface water shall drain away from building and to street. UNIT 1( It C 7. Structural Integrity: No pipes, ducts, sleeves, chases, etc. shall b. placed ~ in slabs. beams or walls unless shown or noted on the drawings. 8. One-hour Fire Resiative Construction: To be provided at walls and ceilings of Garage (M-1 occupancy) where abutting Residence (R-1 0Â¢,Uplogy), Door(s) connecting occupancies to be one-hour fire resistive and fitted with 1 , i 3,1 I clojer, Ill, Will! ind gaffit! 81 086188.4, usable space under interior stairs shall be protected, on the enclosed side, with 5/8- Type "X" gypsum board, fire taped. 9. Fire Stops: Shall be installed at the following locations: Â® 9.1 In concealed spaces of stud walls and partitions, furred spaces at , ceilings and f loors and at 10 foot intervals along the length of the UNIT 9 a wall. 0 N UNIT 5/ lu UNIT 2 9.2 At all interconnections between concealed. vertical and horizontal LId k spaces such as soffits, dropped and coved coilings. Jf 9.3 Inconcealed spacesbetweenstair stringers at the top and bottomof g ~ 1 4 -- run and between studs along the incline with the run of stairs if the Â· - Â· - walls under the stairs are unfinished. 1 43 /4 1 \1 9.4 Inopenings around vents, pipes, ducts, chimneys, fireplaces and similar (( -;<3 20 0, . 1 openings which afford a passage for fire at ceilings and floor levels of combustible materials. PAR \ EAGLE - -73 0 2 = k 2 10. Chianeys: Shall be provided with spark arrestors which will permit the UNIT 8 ~ UNIT 6~/ , 3 P 11 2 passage of objects no larger than 1/2" or smaller than 3/8". UNIT I 11. Smoke Detectors: Comply with Building Code S 1210(a) regarding fire 6 -66 0 0 warning system smoke detectors. - 12. Roof: Roof coverings shall be; CLAE>S A~'TAHKO~HERITAC,E 11" 20 -, 4 59' 6 Ill kil 02.R 0 4Affl . ..i. roof assembly as specified in Building Code $3203(e). ~ 900 900 0 11 ; 3 1,12 ru / - - 70 rut- - ----W 0 â€¢C, 1,1 13. Vents aod Accesses: See plumbing note for tub *ccess. provide 22" x 30" covered attic access opening as indicated on planâ€¢. Provide *imilar sized screened access to areas under building if required by design. Foundation screened vents to be 2 sq. ft. in area per 20 feet of exterier wall, except a for concrete slab areas. The nâ€¢t free ventilated area of attic spaces shall not be les, than 1/150 of the area ventilated per Sect. 3205. .MATTHEW C I pr, 1 F 'Al - .I"ld ~A . 1-3.0 Zlec x08 0-d 691*-909 901 1 , l ' -Z *0 11; 2 05 1 111 ilii'.Gl ~~LASCO" FREEDOMONE Â¢ 3-4 ,. 1 RAIDED AD& APPROVU:> SHowEE - FLUS+LIN vERIFY I 1-ONc=BOWL -roi LAT--2 1 +11 I :f ~{21 36" HAND BARSf32 ury' FLool - -- \ 1 'ma / ,Y ABOVE. FLYÂ©lkSHAULI 11; 25 5 = _5uppORT 300LBS MIN. 0 - ,Â¥ g , Suct , T.P' J C t/~ ,5.' 0-2 0 2123 -. i.. Â¥ 11*L F L.0011 4 r \. 2 =O APA AlÂ°PIKOVED LAE ,. _ , w< LONC' LEVER- H Al 5 - VALVES - OPEN UN ADA HANPICAP All'EKNATE- Â® '\ - - -i -*Ne De,Â· A To wilt INSULATE florWAEKL - _0 DWELLING,e R.EQuiRED)-_ ore 9,15[ 7-1 51~4wERW CABINET 1 1 67' c 0 -1 C 224 - G " 43'00 , 3 -0 > f >-Ii 122-oIl 2, LO" 111.711 81-7" 3 Lo" -7 LoR{ , , a , 2 1 6.(R' 0 A 2621 + /3- 6*' , -1. 0,1 r--32= , * 31 4 1 4 2 a. . - '' Lr-.- . , i EDR E15 Ee,KEÂ» EGRES EGRE55 -01. a -444=JU 4 8 -liz re - -- - 5 EXH.FAN mli I K- 371 -- t- 1 - 0 14-"1 - /0- U 0-1 1-0 0 Â® ~ - f) -30"03(>" 11- CRAWL eRicÂ£ -M,Â»-ral- - Ora J BE.13 BI>HI *20 . 0 c - GA [RAG,= MED RGAC W, 3 - 7~ w ' @) L WAS FAU INCRAVA- ~*----_ ~ PE[Z- ~ O ACCESS iN FLOOK 40' - I - f .3.--4_~ - cF) 0'u) 6/.31' S PACE)-A , 1 r-4 4) 05 0 euLL DOWN ST. ) Rx . 93-1 1 Alt 1-47,1 41-911 .09 2 / . , 7-1 1 4 0 0 llch/ & ./1 spllp x - Soc'- m C 9/e"GYPSUM,DPARP -r>'PE ))<11~ lf jl \ al - C t i AL L \WALLS f CE,LINCQ - - / 1 1 71; , 2 8 IL 3 1-=y#09."Ae#2. CAEb. tiLo" 3l711 - Mis-1-FER. [35.C:)ePOM- - ~ a y WO O 9/1 - -. - 2 00 m O 0 12 STEPS AS REER )4-4 1 W 0 - >4 4 .u-roMA-lic ckofE{L J I W., 1 - Ir'liff.1(M) ) 1 11i<* O -1 1 16 6 2Â£ Â¢11 01 ... 8 93 -; 00 1 . 9 02% - - a. : 1 WATE'K HEXTilÂ«7~~\ L g o 16 'OH boo a U LINEW_ Rs f -:63 1 - Â£>' U.FAN . 0 Z 0 w - 73 -41 9, 126-2- &0 487-8,- 2 -1 C 7? 4 L --- 3 -UL--L -41".*----4 ./m CER:coe -, _ 3;0*.R' 1 9.914 e_,prr wALL al-61:644~ r CONCRKLE 7/F . I . â€¢v 1. 10 - , -. 17 I ' 0 /1- 1 N 10 i --0fC_...._-.//Er-x/2 21.-1.h.22-- i - ' r. i . . 34Â¢ ppor/ 11 1 0 2 4 . MI i i i - .,4 6,<txud JL-*.MEFf,9~ M 1 Of - br,7 FININC>, _ a Livl KIC= AREA- f - i, 230 vfieeo-~ ; 32m ~ '+P' 1 1 Li~ ' /1.10.ficf ' - 1 0 ~ ~t---- 1 '1 CONCRET-â‚¬,--r- ' 6 0 64 ' RE E _ IATT-- F / r,vr i co " 1 . a i z 2 1,1 \\\11 1 260-FE | 0 2,INK. 118.EAT-N- e,Le,02'GO~GIN 7*4'~DROP MA,><1 MUM -1 D 0,\ 0 6$0 /1 4 10 ~ <% 11 = PIWFÂ· K)'TCZ E.14 l 2 1'~ A RECT VENT GAS FIRE - <) i\\\1 PLACE W/BLOWE - D :15 4 , I i i i 1 ~ 31 ~ -V A u 12,-r VAULT o H'-Â· 1 1 -A -1/7)Y LS 1 00 1* 1 3: 12 6:12 - +40+J -COMOUSIT[NE 1 Flooff MEARTHE- <f . -a=Â»ae*9951 1 1 Ss wdou> low-I.- ./-/ . , . i ' 66 02 B , . GAS va,11- X k V - -- Â¢ co 2 e 12 f \1 1 8 11 <62 - 2 1 & 1-. \-L 1 F- '0 4 / 8,69/1 0- )In 12. CANT>- ,N-----)~ 3 Glo" 1 4 - 01â‚¬0 7-KENTED TI Mlba.12.--'~ BLO" FÂ»LA krrERL ~ f 4 ~ 5 D * /101-0,1 PATIO Z U 1 7 3 1 2: 22 â„¢AIN_FLOOR PLAN ~~ A 2 15 70 S 9. Fl= 04=Ith.34) 0/Ne 9209-989 (â‚¬0Â£) 71 Reserved 1 !1ii ! *1 1 .isz. gil 1 :if. 1 95 J C -- - h- -1 51 im 16 ju ~4 - OR 0- 1 1 0 20 6 : 12 b' 55/2. 1 0 0 4 9-To 1 -02 1 1 Al N 1 2%= 1 1 . 1 / 1 .2 1 1 OLLIE. C . CD ' i k RIDGE 1 ..1 Ul 4 alpof 1- - 040 4 1 i 61 C.)i L_- 1 / m. : 11 M If ' Ct m | M 0 lii 1 Al 1 .0i CO 1 ./ B 47'00â‚¬ O >4 10 0 04 1 â‚¬ CL 1 1 3 W 1 i F 1 ------ f--GUTTEIK:- 6; 12 5:/2 / 1 55>, 4 1 11 1 1 w 1 1 0 1 1 1 9, g - OFF Â¢) N w 1- 4 m â‚¬1 Â£ 50 PI 3 i .1 3 1 h Â¥i ROOF PLAN A3 I"W-,j: 01:,IM 03,N, ~ 8209-989 1â‚¬00 760 651*-985 -881 $Â¥11!A DC] Â· :Jepunes .20Â£ Irlt: ~ id 00 GHT 1993 All ights Reserved 9â‚¬XI1 11 75 . i ? g 2# 12' -4 '11 :: liz :8 12 k.: EM -- :0 . -Nug iii= 52 Hil zz I - - U) I -1.3 UT It .1 C 3 â€¢ /1--1 lilli' 11 ..1 m 1=1 Kelli >-1 t:El 621 -1 0 1 , tri 111 0.111 16-T 0 X O 0: 0- 06 8 1 1 M 0 I ---I.-I-- Ill-..I-- I...I-.I-- ------I- --I---.-- ----Il -/I1.--0- -P.---I.li. ---..---4 ./I--I-- -4 ------4 ..0.â€ž Im f. t------ -1- - I...0-'ll-- I-.--I.- --- -- -- - -- 0 0 (1} SOUTH REAR ELEVATION OLLI E EE tr) 0 CO r-4 O =j a. 12 5/EU, * 7-- 0 4 . 2,-Oil ati. Â· ! Ill / IM CA) 011 , Ill 0.44 t Ul /lili 1111\ 111 . -1 1 . -1 I iI 4 1 1 i L Ill / /' Ill m- Â¤CD ~-Cia-rEAL - ~ -1001-0,IC-I~ SEE -LAN 1 119 4 FlN 15+1 61<AAE - o ft al i 1 1 1 . 4.L __ _ -- ------1- . 11 .5f -.1-- - - ---- 0 â€¢ 0. M.00 L '2)002 7-0 NQBIH=EBQHI_gkEMAIIQN - A4 ~68-0 ELEDUA:13.02 Â¢ft.Â· Â£ COPYRIGHT 1993 All Rights Reserved B. Saunders-Design US'saa Â· sjepunes '8 ined 9209-989 (COE) 7 JO 69Zt'-989 -se, 102/0.4 3 'Mied se:53 228Â£ x08.0.d D ~, PLA N_~-~k_ 1 ' = 1 1 -- ----.--LL -.---*.- *.-'.0.-.0 ----",- *....--*- --*------ - - -.--*.---- -.-...*.- ----.-- ------- -'-..-.* -.--.--- - - -.'----.- - -'...'--- -..---.'- -Li- - .-I ---__1, 3Ii --4 5EE PLAN , alls -4-- C F O /8 boo e WERI_ILSIORgkgy*UAB- COPYRIGHT 1993 All Rights Reserved Paul Be SannAorg-Design +~94=---0-41 -11~-~-~ r---~1 -----------------------"---==â€ž',- 1 , 0 L 1~XY--~ 1-Ililix -~ - i['illillillillillillillill. .. 1- - 1-1 11-11-1 O 11: -1 1. â€ž - -/0.~ -1 ......... - 1. . WINDOW 00=9 $* ULE ~.9 R ic 2 1 . 0-1 N.1.-1 al y TYPE IVIFG. CAT. NCI~ ROUGH OPEN'G1 GLAZING t4S 1 1 . Mil,J O VV. - 14.1 W. 1 H. ITYPE EXTER 4 0% FINISH ALUMCLAP -COLOKIWH Pre :,1 1 114 ~740~~ REMARKS T- 1 A 4 Go ,~34 S CLAD CASEMENT )<OX PELLA PRPUNE 144C 2541-3 *'-3420 iE 54: A *iNSUL:DMIELD " LOW-t #**Â»4 GAS IX.7 1 09.cfrks) , 4:; i: 11 1/ xox -A - 0 -PCC %959- 3 G '-3 '4" 4rt 1 72 11 11 -' 11 â€¢ ir 222 1 , 5 10 IC 6 0 >< 12 + 1 It TRANSOM* |1 It Ptc 7214-1 6 L ;13/4 R- 2 Q al 11 11 20 -*AL1~2ZNATE: CIRCLE HEAO PcH 25 cc-3 10 3 0 0 30 * 2 It SLID,NO-* 0 it 1:>sw 3636 8'- O,4 21 11 92-0 1' 1, 11 9.2 4*AcrER,JA-TE: "Fl,><EO 'Frr.,6412 3030 Cc C SCEke-> 4/SL,Ci~Q 70 x 44 1 p CASE Medr Xox 11 It PCC_ 2953-3 7 L 3142' 5- SFD 11 11 11 10 237 1 F 20 x 46 1 11 CASEMENT LH 71 11 Pec 2753 2-1- 5 91 11 47.-Spkit i i, 8, 1~75MPER- 77 (SC iâ‚¬2Ek)) I G 2.5 x 34 1 11 CASE MINT AH ' 7, i PCO 2941 2 1 5 1/2 11 14 1# 1% 11 41 li . H 4,0 * 50 26 - It 6,45EHEUT )O< 11 il rc<,29'57-2 40-lok*11 4-1- 11 92 0 11 It 11 11 3376 - ...- TUT4WZIZ2. t dk.O |1 - --- 1 -- -I--- J C .1 - ..16.--- --- . ..0 7- 1 1 -- - -- - >-1 - 9 - 1.- Ji 1 - - - - - Jg 1 - ./ - I - 4:' iii 1 ---'Or 0 i 1 1 - - 02 m ZE 00 - Oul i "'6 l .... . t - DOOR SCHEDULE r NÂ® OMINAI__ - 1 -- - .... .- Â® GLAZING 0 SIZE TYPE MATERIAL THK WAR OV%/AME Tal: REMARKS 8 H- TYPE api - 1 . I 3Â° 4 08 / i ENTRy 4/51 DE LITE -FlebERBIAS5 01t. MEUSL- 1*411 ENT'IK>/- KEY PEADeBIJ- O 31- -1-sâ€¢Apilmi 6 ugEATHER.SrRJP - 1 VELLA CUD PAnC>.SU O% WOOD/ALUM CLAD 1 3/4 " THUHB LOCK / MOC'T-BOLT FINSUL-SUJELD"LOU.P-E/ARGON&$ 40 -ITAPERL GLASS /SCR:â‚¬EW PCS 9<08/ XO L 144" 11 11 -7( u H 14 - 2,0.0-- ---11-- - 11 H Pcs 728 1 Mo | RATEP SU/1 k)<Z. SOLID ColKâ‚¬ oR aoÂ·#'- 1*51' PASSACâ€¢â€¢ lj~/ KEY/THUMB LOCK.-- C - 3,_14{JTOPLE-riC- CLOSEE-- \UEATHER_STRI P 1 28 * Go G e PANEL Swt NG .-FINE 1 *" LEVE.lt WAAIPI-E~TWOMB LoCK 1 - 50 #Ge 2 SET5 3 PA KjEL 31 - FOLD~41.) ' PINE | 3~ " PULL KNCS-7DP-11<-8CM.. 0 .. I SET . 0 A " < jil~- 1, - ~- 1/ , I Â£, /, I , 3Â° x GS 25ETS *11 0 11 11 (20) H V H 11 (1 1 48 K 70 1 4 SECT. ROLL- UF ~PANEL/META L 11 "Rhyh,DriZ." ELECTI OF~TA-Tof.4 - __ .f_ _ _SHALL- MEET 11-4325 73 SAFerr STAKDARD - 3 -roT, L_ 09?.4, Elt.776 Â©Fl,67O3F LIVIk)C-,AR-EA I a h 0* L Afl WINDOW AND DOOR GENERAL NOTES - - .... r J 5. All habital rooms within a dwelling unit shall be pro- 7. Any door between garage and dwelling shall be self- 4 - I -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 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. 6 IME certified and labled for compliance with N.W.W.D.A. area of such rooms with an opening of 5 sq. ft. min. 1 infiltration standards. All bathrooms, water closet compartments, laundry rooms 8. Sliding glass doors and windows less than 16 feet above - -- --- 0 01,3 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 . U air shall be fully weatherstripped. of floor area with 11 sq. ft. minimum. An alternate to easily removed from the frame. .50,1 is at the Owner's discretion. Please notify t.:0 an opening may be mechanical exhaust fan on electric 8 y o; Zi 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. 2- .*.......n . -- - -- --- -- --- - 4. All bedrooms or rooms used for sleeping shall have locations; glass doors, glass less than 18" above floor, AG 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 Bill height of 40" of locking device on exterior entry door and any have a keyed deadbolt with interior thumb latch with a o maximum 44' above floor, minimum of 5.7 sq. ft, net window or glazed partition over tub or shower. 1 minimum throw of 1 inch and an embedment of not less than , clear opening with 20" clear width and 24" clear height. 5/8 inch. -/ 14Â¥ld 90,407: lepo - 309- 989 (COC) 7,0 691*-999 *se, *Aed "193 Egge xog.03 Varizul 94.<14 (FAM 20-0 -~ WI -1 , . 11, 1 . - . :d FOUNDATION: i.fE 23 ~ concrete pade 24- square or larger to have i i!; 1 2 z #40 bars @ 12" oc each way. ; 51.3 26 :41- 00 All continuous concrete footings to be /3 r i fi 16* wide x 8" deep for one story ' ,20" wide x 10" deep for two story (U.N.O.) S.E '1 5* with (2) #40 cont. reinforcing bars .'.f -z 1 2 : 73 3 2 1 Anchor bolts for Pressure Treated sill plates to be 1"0 x 10" 4,321, oc maximum (U.N.0.) 48 Non-bearing walls on concrete slab may be held with shot pins at 48" oc. All interior concrete floor slabs on grade to be 31" min thick 3000# concrete with f t 6 x 6 - #10 wire **sh over 2" of clean sand - placed on 6 mil plastic membrane lapped 12" : 2,2-6 It / 45'-011 Z gil I - -*-....I- loj-~ 15 to" 15'-op h.. . 15'on k_ d ~~~its: ot R i - 31 . 1 ft' - .- 0- -11 V V EL_ 2- 1 4 Af r - 0 1 1 t-L_ 1 1 33324E | J It ' r- ACCE" 22- 1 FLEOK Â»15 ~ 41- r / 1,- -- 82 2, I- - 1- 0 1 LUIV .0 .1 - 1 1 00< 4 1 6-- 8 3 -1 S~l I fl : N 6 lili k 9, 1"/30" 54% 124 DEEÂ©f 19/30 4 50-KIZYPEEr - :/444 2 41 FORC, PAD= --7 f 64~<94 F 4>3 <%?WO-PND Q. 11 IMI A Â»-4 2, 1 - / 1 a.1 r- =1 al[83' Â»122, */ 9#400 12'10,6 ELWAY Ul O 1 - 1 -1 .4,4 :W . 8 14* tpasill/*/2 - 9 8-- n . 0x 1 - -3!*"co~N,KETE SL.&-2=, /~ . 1-, . 4 0 0'- W~G >< 4 19 0 Wtria MESH-1 - i (ALTEKNATE.: 2)<,' 101:Lze4Jsrpic'o.c.\ = K[OTE: C -I.- 0 -: -- 1 bit' , 41 1-9 12- 1 W o t w w LDP CONC RETE SLA~ 1 1 2 1 -Xl,14 1 - 1 f.- FS, REQUirÂ©ED FOTK-2 & C V 164- C 4 140 r J i NATUIUL CIAS HORIZ-- - 1 / 241 1 0 FOTUED- Aim u KILT-(FLU) = O m _0"STEM I , T L~J - x - .-I LEVEL ABOVE f 16'3" FL[qR_ BLAB J 1,<4 g 6,1 ----- - 3% m g ~ i, 1 J R 3 - M - Li -- 9.-- 3 ~ 2,0. D Pop 7-t) w 6 " Fo G Et/ 4 2 1 - 1 m A k i [12 0/H 73002 CÂ©> 4 J = az 1 81 2-96 */L S-PACE 6 k -0.1 -/ 1 - G M IL- PLASTIC OVErti_ 0 -7 0 . Gle,pukIED -- 7 W 1.4 - --- - 41_ - ~2 5 .--- | I l i l i l l 1 1 I t 3! 9.1-----t a 1 1 I l i l l i 1 1 1 , 0. = 14 2 1 -- - ~ 11 w: 0 K u i /9 -1 7 2 - 16 3 - 6*OJ k k = j S. P | --f- ----- - o #2 <) a 0.4 U 7 - 4 - V - A 41 w: i . . , / b 0. 00 4, , _ - 1 ..90 'I .. r 3,2.9 6.9 2 C Al 27 1 } SI Fl RST _FLOOR FRAMâ„¢a Â¢__FOUNDAT leN PLAN \7</ ./ -i-- I -9 .In SV,iM a.,05 - 1!uni-)poig 'Â·00 )'le â‚¬ 3<17,1 vâ‚¬ N'>36 C 69Zt'-989 *SeJ 8209-989 U 3 72 011 'SLO" .. . ./- t - //Azzl WIND LOAD = 108 M. 3 k =54 t. Brace walls with i" plywood iii: 2Ii, as shown on plans with Kl FLOOR LOADS: Live Load 50.0 Blii * O 5 |e 1 Let-in Simpson metal brace 3/4" Plywood 2.0 1 611 Z. 27 /5/ 2.0 ./.-4\ 1 6 for wall lengths over 25 ft. Joists 04:1 08 / Â»Â«41\ /9, | 5 Flooring 2.0 Tie each rafter and truss to Gypsum Board 2.0 p//6 ii bearing plate with Simpson Total LL+DL= 58.OPSF .13 2 1 -4*213* 46.. - 3 Hurricane strap H2.5 .!21 CE NOTE: Contractor is respons- DECK & BALCONY LOADS: 2-m. I. ' 12 34(0" \-424~N I ible for all temporary brac- Live load 60.0 , t , 11 ing and tie downs for wind 2x Wood Decking 7.0 to L 11.O conditions during construct. Joists 2.0 -4 Â© Total LL+DL= 69.OPSF FLOOR SHEATHING: 12 3/4" COX TuG plywood ROOF LOADS: 12 12 - 5 |/~Â«~~ / 4-Â«h-- |5 exposure 1-Psl, 8323/32 Roofing (shakes) 5.0 APA rated Sturd-1-Floor ' Live Load (snow) 40.0 L /7 5/8 " Plywood 2.0 -1- . / ~BE,64'Or. OSB equivalent) // onstruction glue at joists Rafters 2.0 .,Nail:8d @ 6"oc qdges Gypsum Board 2.0 -1.2 /1/ -f- i 1 _. --_ 34-ii Â·ROOF SHEATHING: t-5>0 4 Bd 0 12"oc field Total LL+DL= 51.OPSF -1 >l 21 L 272" .1 Note: Design trusses for 60 PPSF Loading 16.5 i Â·5/8" Plywood'APA rated 1 @ Exp. 1-PS1, 83 24/16 -106 Nail:8d @ 6"oc edges Bd A 12"oc Field 08 8- SHEAR WALL SHEATHING: 1 â€ž 0 2 co 1 APA Struct II plywood f 2,- O Nail:8d @ 6"oc edges of H, R a Bd @ 12"oc field J "' Z M N W / \ C 2,2,6 4% -3 0I N (20) 2,5 H DR- 42) 2* 0 8 wrATH / I al a 1-a = . -.I -.- .i ***<-1*#*4; . 4.4*M#T*;<. 72â€ž W3vA&p**<6<16.e.-4..,..2: 0=t & x M.r %43â€¢44Â·Â·-,iri. -c- EA~':-*ruE,#I~*~<n~%'MI,ZW'~i'4<.F.*~4,7 . 5-'Frf&Â®1 7 H '- 11 1 1 L J. f E 1 $ 1 ! ZE v G U h i. 1 1 o . '9 0 1 1 1 . 4 1 Le Cul J W ' - 1 -- I \ ,.. 1 11 1 - 1 6 1 i 1 ZE 41 - 1 1 h 1 1 J U ; 1 0 4 Al i 1 . , 11 & &# ~Â· i t 3 ? 1/7 d , . .1 1 1 - 1 6+ 1 (13) P Klk- ENG /MFOEÂ® T12U53EB 6%40,< 4 - < - 4 vile , 1 1 1 L E- ~ 1 1 1 .11 111 i 1 ' 1 1 i , 0 1 4 1 1 1, 1,1, , ~1.1 ill. 1 1 -:~ .11 -2-0 C N 00 1 1 : ; 2- ./1 il Â· Â· /1 , I 0)B 9 ' i <4#) 6,45 3.1*210 . : ij : 1 1 r r - -r ' - - -~ -- . 77-1 -91 .a 0 T Jl 1 1 1 1 Ir 11'otc 18 : 1 1 Nd W O g 6 1 1 -,I ...u-/.0.~/I'l/*&44.. 7 i , i 511 i 1 1 1 - . 1 , . . 1 , . , - 1 ' â€žji , 1 / 4 I .2-fu ! 1 i.-i, . , 4 1 4 --1. - - 1 - 1 2 \ 10 0 4 L O E i. P I\\ 1 .. : ; .1 1 I w , 1 '1\1 / 1 : 1 10 0 --1-- -- ---ft- - - -t liN .1 / ! : 1 - N C / . 41 , . 1 11 1 ..w, 3 . 9 1{ --- 1 9 . -- --- -...L-- r~--*- .- -- I -Â· r/---[ -+L_ __ Â©x#: 5AFF/Xer, 004 10 IN - 1 1 1 . (2,24,1 : 6.-2.-1 4 0 : p Â· -r,r i i - / . 1 1 1. . 1 i' b-.~ N - .~L ,/ f, //T,59/2--w-41*~w--tur~e.~1Wy&9//~/ ~ / Ar A * t~ Â· -- T FL& f [(g) 134;'><,176"MI CreOLAM -# / m , '-1 3 ! L= 18Â·-c. 0 ~594",<474 ' BA,t,UAPI 41 4,/ U- , 4 .....1.1. / 1 1/8 ~\ 2*4 STUP5 21 I '~Wic-,4 / =1 4 -'Fi (2) 2,8 +IDIC / m -. -13 EN y - 2 *1 970 75 8 L 1,1 '4 1 GH. (2/ % Â»\ /40 r O P 1-LAT E @ 8 L 111 CE. 1 61 N G. 7 P EXTERIOR STUD WALLS: , ~ 020 Mar Go To \ 6--1.-T, 1 4. All studs 7x 4 @ 16"oc (U.N.O.) trt[ 91 Solid block all studs over 8 feet. -9 1.31 4 L , 1-- 1-741 01 INTERIOR STUD WALLS: N 0 @ 1 - Toe OF PUT&5 ~ 91 ~11 All studs 2*4@ 16"oc (U.N.O.) c eay 1 Solid block all studs over 8 feet. .1 b N LESS K OTED 01145:149 1512 1 At plumbing wall use 2 x 6@ 16"oc=WZZ<05% -' -------- - -.....-- --- - ... - . ..... . ... .-.- ---'.----a-- (LI.N.0 - a 5/ /3 AIR BARRIER: - Wrap all exterior sheathing with "TYVEK" air barrier before installing doors and 9 92* N windows. / Lt ~----- ---- . I I. ' I 1 I /- I 1/Il/_~_/ i....J.UJuJ,I. -I. 1 1. -1- r- w559 GABLâ‚¬ END TRIES ( 2) 2.*G INSULATION: (2) 2% 8 up 12- 3 0 1: Â¥5 Roof and ceiling R30 minimum - Ext. walls R13 minimum Over unheated garage R19 ~ RIDGE .... Foundation-crawlspace R10 min. ROOF FRAMING PLAN 1 6SZP-989 .SeJ USE xog.(li .fd 99; <221 2490