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HomeMy WebLinkAboutARCHIVE 1322 COMMUNITY DR Building Records Prior to Community Core 2018Entry ID: 104834 Name: ARCHIVE 1322 COMMUNITY DR Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\MOUNTAIN GOLF VILLAS OF ESTES PARK CONDOS\1322 COMMUNITY DR\Building 104834 4 ,#24.4 TOWN OF ESTES PARK -Il - BUILDING DEPARTMENT -4#4/41/- •~344'F Vatsk j -45:41 -21,·•rp/;2%»-I~ *)$.* -.2**2+-V.13''E444, .4/13/74£ ti 3~~~D-?i~t94~1'<4VE 12(~114 1% giftif»** .»an~ 4.4-11\13€ 4'14444~~WUr:~fu 462- -- r . / Estes Park, Colorado 80517 1646 Mr, 1 r NO. CERTIFICATE OF OCCUPANCY This is to certify that the SINGLE FAMILY DETACHED DWELLING OWNER: Mountaip Goll V ]. i L.4 ERECTED ON Lot No. HLit ].4 Block No. Addition u:.it £4. F.1.,ck. 7. k,1.-1,7,4.:i (1; ,/411*q Street 1 3 - - 0,-4'rill:.itv r)..1., Mailing Address 8690 Wolf:2 Ct. Suite 200, Westminster CO 80038 Architect Paul Saunders Contractor John R. ralev Building Permit No. 5738 Zoning R-/ Occ. Gr. C - 3 has been inspected and the following occupancy thereof is hereby authorized: MaXimum Allowable Floor Loads, Lbs. Occupancies Per Sq. Ft. Basement 1st Floor A- 2nd Floor Roof 50 .11. -ip·.4 1,1.14.4 barthrv 31, 1996 Date <3¥.- 9 9-- •5UL Building Inspector P. O. Box 1200 Telephone (303) 586-5331 / .r TOWN OF ESTES PARK 4----. 44 Building Department P·~ <s ~my®ar, fF) in r *47- 4,/--witi,#ft, 99* NQ . 5738 r AUG 4 1995 .*·1 45«L-0 i -- 4 ~ ~·4,6 ,'.·4 FLjG V Q f · - ~. ..lgrf 4/Ast 1 4~- TOWN OF ESTES PAR: _93 - r.-- BUILDING PERMIT Date 9 -9 - 9 r /3 Z z e o mon UNI -ty DRIVE BUILDING ADDRESS i Legal Description UN 't '4 BLOCK 2 /os Zao rVIOUNTA,4 GOLF Y#LLA B Valuation Building Permit , 081.83 & Plan Review J Other NAME ploo,UTA'.9 GOLE VILLAS 8690 UJO LF F €r. Svt¥E ZOO Certificate of Occupancy S.00 MAILING ADDRESS lt./ PF r ' Al ' A/,·r-7,(,9 CO. 80030 PHONE NUMBER (363) 430 - / 447 4 / 0 1 9 . 93 Total NAME 7 0,4 47 t/*L FLY /4 49 f Weft *5 Le•.16410,4-r, CO. 80504 ADDRESS E R PHONE NUMBER (303) 776 - 32-00 x 116 TOWN LICENSE NO. 696 E G NAME Stf lu Ar€t- ELEut*,CL Arch/Designer/Engineer 0 UN Narne 750vc SA uN b e-44 -bEr/G•4 E T ADDRESS U. R Address pa MOK 38 21. E.P. Co · 905,7 TOWN LICENSE NO. , PC NAME d A k L.2 0.\J 'A-#Al,AG F Htt · Phone Number S<G- 42.57 LO ZONING INFORMATION U N MT ADDRESS Zoning District £- 0,1 BUREAU OF THE CENSUS ITEM # lot B. R. 6 72- TOWN LICENSE NO. Front Yard Setback Type of Construction I FR, 11 FR, Il 1-Hr., Side Yard Setback H N, Oil 1-Hr. 111 N, IV HT, V 1-Hr. V-N Occupancy Group A, B, E, F, H, 1, M, R, S, U Rear Yard Setback Division 1, 2, 2.1, 3, 4, 5, 6, 7 FLOOD PLAIN CHECK CLASS OF WORK Approved e**-~ Disapproved New Demolish Comments Flood Zone: X Alteration Repair Addition Remove Date 3-1 - 95 Usadbit~g SI NGL. FAM'/7 betncH/0 hu,er,ge.J" i hereby acknowledge that I have read this application and state that Floor Area Basement Ast /581 2nd Garage ¥95 the above is correct and agree to comply with all Town Ordinances ana State Laws, regulating building construction and zoning. Size of Building 37 x 38 Height /8 Maximum Occupancy Number of Families ONE Permittee Mi 19 6 oar 0 u. Af Number of Baths 6 v. 2 Full Size of Lots By (IP*L,f , CXAte- - Number of Buildings Number of Floors ~ No. Bedrooms :5 Now on Lot - 917 2. aul- Building Inspector Use of Buildings / Now on Lot By The Building Department will make every effon to prevent errors in Certificate of Occupancy Number /6 4 6 /-3/-76 your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. 0,--Cm mmZMO 7-aw e Off- :dE TOWN OF ESTES PARK wer MISCELLANEOUS PERMIT M - 3 9.- Crs 970-586-5331, ext. 3402 (For small plumbing, mechanical, roofing.jobJUiriquiring plans) 12>1> I \) JOB STREET ADDRESS: /R\D- 608 4 Date 7- ir-ia /322 Conint £483/79 1/2(UE· \\ th»' ¢¢~6* OFFICE USE ONLY LEGAL DESCRIPTION: Type< Construction: LOT- )4 : B Goe i. 1 I-FR II-FR II 1-HR 114 III 1-HR /7\Tw. 606€ V ll-l Al MI-N IV HT V 1-HR ~N~ PARCEL ID#: Occupancv Group OWNER NAME: ~Boa &-cio-r·r- A. B, E, F, H, I, M~, U OWNER MAILING ADDRESS: Division f 30.€7 94. JOR -5 BLYO- 1, 2, 2.1~4, 5, 6, 7 /2 A &4 -4 eae € /VI A. (01-033 - Census Bureau #: 4 31 Town / State Zip OWNER TELEPHONE #: C J/4 33/- 4 6 /7 Valuation of Work: $ 1 3 4 Z.°° 970- 577-073* 7 50 47 CONTRACTOR NAME: Building Pern#t Fee: $ .<PHO HA·taf Larimer County Tax: $ TOWN BUSINESS LICENSE #: 696 TOTAL FEES DUE: $ 79 .8 s CONTRACTOR MAILING ADDRESS: ~444 1 Woe, *r- t.,r,Ajamodr, CO . 802 q Town State Zip CLASS OF WORK: CONTRACTOR PHONE #: (301 7 76 -2-34-3 ALTERATION X DESCRIPTION OF WORK: REPAIR EXTEN D E«/97-7 0 6 336£.14 ~2.43 ~ 1 2 220 A l it' 1 1/1 3 LIZ ~ The Building Department will make every effort to prevent errors in your Application and Permit, but CO cannot be responsible for your failure to comply with Valuation of Work: $ 2000 - all Building, Zoning and other applicable Codes. 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 State %4- €4 Az„4ek-4 7-/4 -78 Laws, regulating building construction and zoning./- Building Official Signature I)ate r 44447 7 -,5--9X Revised: June 11, 1998 Building\forms\misc_per.wpd 12!11+Signature U Date I - . N 0 T IE S - ~ - , HEAT (:AL(:5 INDEX : iii: 0 NOTICE OF INTENT: These blueprinted' drawings take precedence 1 , HOURLY HEAT LOSS Al liN D EX, SITE PLAN, CALC-5 j NOTE S i :iii g over any other instructions ,and the Building Dept. stamped DESIGN TEMPERATURE DIFFERENCE A ,- M, A I N 1=- L.-OO FR~ P L.AN . -- Approved Set shall become the Construction Set and maintained lew All Cordit,Ons Other Thin the Folio...,9 70'F - (-30) · of - AT.1 1 100 oF at the construction site, The data on the dr aw i ng s t ake pr e - ! 7- l orn F orm 1 - .. 1 - 43 K 03 O F PL A.IN k =21 *E -- cedence over individual notes or dimensions. Written dimen- , Fo, In.wlitid Floor O-I Venied Unhuird Sp.ci.........Lir- 14 2..- ST,4 2- -~0 OF sitns.ptlkaa<lectdelthi,Operjactledodidebsidi:Aeg:22: Notes Fo, Unin.ul.led Floof Over Ver,Yed Unhemed Se•ce ..... Lir. 2- SoF ..- aT-, A 4 E-CONT ¢ 19 E A K ELE V A-Fl O t\1 ~ i-, 3 1 i€:- 12 In the event of any dispute as to project requirements, error CONDUCTIVE HEAT LOSS A 5 SIDE E LE \0 AT £ (ID h.< . 1 Z j. 2% U born Form FI,ming AT,~ . in the work, or failure to satisfy any contract of which the A... f.12 0, 1, 0, f"Orn Ficor Norn frirn drawing set is included, both parties agree to arbitration C>•u:,1000. 01 A,i€rnbly L.nvt M, M T.DI• 4-1 Tint, 3-6 . b O V. AG *'I NDO\V ¢ DOOK SOM EDUL·E ' by a third party mutually acceptable. Gia-Zir'g . , . 0 1 .CDO I 1 N I - SURVEYS AND INVESTIGATIONS: The Contractor or Builder shall £--0 Will - I I I - verif'y all grades, dimensions, set backs, sideyard set backs 1 ./ I - SES 1 F-OU NDATIO N ¢ F-1 8 ST- 7-202(4 FRA £11 N Cs, 1°LAN . Al and easements at the job site before starting work. When . · 00 I I I deemed necessary by the Designer, Engineer or Builder, soils . · 42 1100'F- F-86,4 MING, 1°1_AN r-- M III - and geological tests, dimensional, topographic surveys and underground utilities location or design shall be made by a C•iling/Roof f . E - 1 r U I I m . Licensed person and pail for by the owner before start of the Fk- • I 1 - drawings or construction. If not so done, the owner shall in- E . 1 - liti demnify and hold blameless the Designer or Engineer from any ~ I - N - -1.2 and all liability for damage arising from failures, settle- I Z 1 - ments, faults, deteriorations, surface or subsurface encroach -- --- . ' "" ~2 </ ments of water of land or sea, or any other conditions which ' ' could have been averted by design, based upon the information | >-12 Sityloral 4 Btu/hr MOUNTAIN GOLF VILLAS OF EST.ES PAR. PERMITS: The Contractor or Builder shall obtain and pay for INFLITRATION (Ent. 0 on LineS ifth.. i.potit .ve.1 181,0.1 ~ ~ ~ ~~- exceptothateeacheSubcontractorishalleobtain and pay for the Gioil Floo, A- W.igit.d |lion,TID•03·7 AT- 1,om \ .4/245 ff 1 -®® < __00 v :4 .- - 33 all permits necessary for the work, including Plan-Check fee 4 hi . c,3 I OF . 5 1.1. 'd Lul LIn, 1 \ 0- C•- --.. - -- -I- ..../.Il permit coveting his work. If additions or corrections are C.lili,..,9.1 ---- - 0H Lf) required by these applications, the Designer or Engineer is J VENTILATION· (Enter 0 on L.in, 6 ,1 ihi,•hno~,rt,viver,1,1.tion) \ 0931 , / ///..99--1 22%?97 3 - . 4~- iao % 0 to be notified and additions or corrections shall be made as h]/min . \S (/ *4~ gy 0 1~9 0 e I.>F- \ 0 dg ~ reqNired under their fee. V•/IN/on A,ie /ion, MT- nom Lin, 1 C.•Icwj,110,4 Subtor.1 7 B i u /h, • 4 , lut INSURANCE: The owner or Contractor shall carry any public , li » 01 74.4 =20 R:ti Zilypl=ZiN:no;rn~~~ i ~air.=121:tionril~~~_11~;eo~at:2:qtior~d 1 DUCT HEAT LOSS (Em- O on L.n, 8 if there iii nocucti) \ 1.12' . ~©.4 - I A-- ... b , >£ --7 L.lk»\ 0.15 m Line 7 - 8 62 1 4,1 1-- 29. b by law. The owner shall carry adequate fire insurance and 'J n' 0. 0 V 11 v 9-0 - €7 c . m 422 - »1 6\ . i a. 2 Builder's Risk during construction and be responsible for all 6% 9- 1 / 1 1 ..w ,1 TOTAL . Cline 7+81 Qn 9 8!u/h, Fn Ircao, 1~ ~ damage due to vandalism until notice of completion - · SUPERVISION: Supervision by the Designer or Engineer is not I ANNUAL HEAT LOSS 1 9 e -® ® ® 'ept.8 -' e ,&071 included as part of the contract under which these drawings - 4,E- -Cr:r-&20*=-- 3.3; 0 - I I~ri<GLVE 1[-~09--H-1*9 --lt @ U Heegg- C;i;g~ide~'iINI'~~~ti~rlc~;t~~~t~~aOi~g;~11 upon the ,·,od k:~end,• c oF·d.v/,r m . Bru/h, 1 ~40<D . 24 hild.y V ,•c.6,4 Mut LO... L 11 4 11 liom LIn, 9 · Tatn# 3-8 . On 10 AM i F Lr) 413 2909,1 =· 5 =· Lry p. 5 100 OF -1 1 AT. 10 -4 09 -*r e A ®- 0 GENERAL NOTES Lin. 1 1. Drawings: Do not scale - use written dimensions. The set of drawings , . stamped a pproved by the bui ld ing depa r tment shall be the construct ion - A-41 drawings and shall be maintained at the construction site 1 S IT E PLAN 2. Permits: The contractorshallobtain allpermits required and each. subcontractor shall obtain and pay for the permit covering his work. C C co 4- 91-errocra EneRN VAL· 1, c 13-r L J . - 0) B 3. Codes: All materials and workmanship shall conform to the latest edition , 0 - CO uniform building code (I.C.B.O.) and all requirements of regulatory agencies - 4. .- - --- --- - -- . . . . . . . . . . 0 ....... having authority over any portion of the work. - · · . . /~<' ; . 6) 4. Utility Services: The contractor shall determine the location of utility 0 [.] M ~-/1UNITY . DRIVE · 0 .7620 -11 . services in the area to be excavated prior to commencement of excavation, ~ · . 0/ C,O. INLET .. . e . . . . . . . . . . .. . I . . . . . . . .. - , 1 . f 1 \ EN - 0 . i 5. Detached Structures: Design and construction of retaining walls, screens , ' f, 1 n .,311 C -•-A-L_-«=2 -- \ \ 4=-2>4 --- L swimming pools, spas, etc., shall be under separate permit. i _- -L - ulxy »3. (x -6 /- -- \ ific I 1 -- -- -6- 3--E/21. -9 --/ 1 h- I -- - 6. Grading: All surface water shall drain away from building and to street. - _ 'C'."~--1 1 -f--7~4==imm.-- - --2,"I-.(<f~.F=£.g. . . I. '0 -3.- 1< -9- \ C i-h\U X - -»-641 . - 7. Structural Integrity: No pipes, ducts, sleeves, chases, etc. shall be placed 1 --- -- --- 0/ -- .>N - -3 -- Nt- 96 4.«.9 2.- -- in slabs, beams or walls unless shown or noted on the drawings, >< · _ -- ~ % N -01 -- . I . --- --- m ~N\\ - -/»»hh~F-/ f 1 -* -- \4 4=-=«e\ \. -*- 8. ~;of eJ:1;1;1(Ji(I~_I~enztuipv~nCcoyos)t:'hcetrieona:buT£0t~negp:ItTednz~ If-ll :U~V=UAFM -_ < -F- F R 31 R.x~ .41„ 21 L '/11 I ir: 21 2 ~ * \ 3- 0 /(FF; 211 r-/ Nt:%7 P MZ°Ill . E M-ze .* 23-s --I .. Door(s) connecting occupancies to be one-hour fire resistive and f itted with - __ ./) ~,)- 1 / N %-26 1 15 22- / / e4c . .\41 \ \+ 1 1 1- 1 1- r a self closer. The walls and soffits of enclosed, usable spaceunder interior - - ~~ ~tf-- cy stairs shall be protected, on the enclosed side, with 5/80' Type "X" gypsum 7 674-4~ '10 - 1 A-Er· 40- 3.*%=- 34 14-* ~ /EW 2-lo I \ At 0 -· \ 7 Doard, fire taped. 0 - -FS M 9. Fire Stops: Shall be installed at the following locations: rx- i U. r=r , 1 (o l L r, 1- i UP -++ - I 1 / - 47- 2 1 PU 14 1 1 / i \ A - ~ - f 9 7•1 k_Em_et. & 1 9 254* 11 A i./72.30% / \ 15. 24 £ 9.1 In concealed spaces of stud walls and partitions, furred spaces at 1 K '1 1.s. 18, - - , / 1--/ J ce~lings and floors and at 10 foot intervals along the length of the ---4 / . 9- -1 - <13.,zilt.\34 -~ - +74 E -~ <7*- *- 1-5 m I. v 9.2 At all interconnectionsbetweenconcealed, verticalandhorizontal 11--k 4..7. / / spaces such as soffits, dropped and coved ceilings. , #M - ; 14• \ 7 1 /873/.2 tls £ Nf~· \1 ·. Lt _ il ~ ~.P, re, 0 2 - ' t ll./F l \ \ 3-t,z ~ ~ ~-1 J , . 1-:30 i£1 £ 9.3 In concealed spaces between stair stringers at the top and bottom of 44/q. 0 1.' 1 le*2-k \ ... . 1 run and between studs along the incline with the run of stairs i f the - - 7 \ / 'll' , i / f>~eft .'.\ .. LL_[ ·, walls under the stairs are unfinished. Er-,656 1 / ,<;*r*-' 1w zee.\, --/ , . N 16 \t /,//=4¥3 .. hu hv '21 A ~/~/ 5 9.4 In openings around vents, pipes, ducts, chimneys, fireplaces and similar R 5 ,) openings which afford a passage for f ire at ceilings and floor levelsof ( 2-424© t. f f ) t-t¢#i~« . ·... . :-t#00"- .. combustible materials. . \- . // - / .Er 10. Chimoeys: Shall be provided with spark arrestors which will permit the It , 1, ,; : ft. r'' :) t o 1 a . ; C .d .ptia.l~ / MIF *ts 2 1 j 4= *6 / - passage of objects no larger than 1/2" or smaller than 3/8". . - ' ·-70 . 741<1*tr«, , - 6 03 4 L % ~ . i . . .r \ 11. 1 - - ' 1 . 1 ...-1 \24-2~F/ 2.1 'AL +215 TH =-1 / 11. Smoke Detectors: Comply with Building Code S121O(a) regarding fire N '29 kli \ 0 2 020 --~21 +L ~. / I I 21« , eqe t- M 0.- 1 0 11 4,0 warning syste m smoke d e te c t o ~~ .* ~ ~ ~ - 12. ¤ff : atfmcb~vyeraisng:pltcailfli~edi in Buci'ld inigl~~Cd:~61S lt42~~(1'~~ ~C ;1 / V ~dER> jut»15 <1< : 4 0. f It - 23 - ) 0 ~ ~ i < <-~~~ 7J~ 4' . ft GAR 39Pv- - 4 =- 0 13. Vents and Accesses: See plumbing note for tub access. provide 22" x 30" -02-4 l. f >41 15 (. 1 0- . . I -~,~00~INIT-* ~M,2 .. .. 1- . 1 7,2 6 -*ASI#NITY DEVELOPMgk!11- covered attic access opening as indicated on plans. Provide similar sized LP / l. p ---- \ screened access to areas underbuilding i f requiredbydesign. Foundation \\ 1: \ 7 screened vents to be 2 sq. ft. in area per 20 feet of exterior wall. except .~ '<,,~- 2L pp eli /7 / ~<AF -rs* ~ DZE€M·RNI : . , for concrete slab areas. The net free ventilated area of attic spaces shall 0--1 1 :' i * t-- ,+1119,*047 7 F.&93 2 5+ not be less than 1/150 of the area ventilated per Sect. 3205. ~ff '24& 4 3 - //'/ \ / 4 84. I \1 -- O,551 209- 989 (COC) NO 65Zb-ges se, 03 'MJed sals3 - .Z .9 61, 2 02 " LAsc£1" FREEDOM LINE : 3'41 6 1 f'ii ZE //~~~~ 1;415ED ADA APPROVLD ; 00 SHOKE.rf- FLUSH .7 VERIFY ~ LON 6·BOWL TO I LAT . i .C 11% 26 ~/F Loolt- ..L- 7 \4 [2)36"HAND 3AiKSf)32! :i:, 25 I " 0 kaBOVE. EL.00124-SHAU-- .- '1 ZE -Al LOUPPORT 300 LES MIN. .?- .2 ~ 3% 3 4 1 Se-T - lp, -J C ti% - = 9 It 9 /1 -9 id 1 i li j M j EXH,-1' 2-2. I C, / 45 - 0 6 -0 - L V I NFL F LOOt h f W 14 9 \ 1 I?1 0 r -W--1 2 =0 'AP/1 APPROVED LAV, 1 1 6 2 , w/ LONG LEVER_ H ¢' C 5 - VA LVES - OPEN) UNPE< ADA HANDICAP Al-TEKNATE- ® . INSULATE. flaTWKER.LtAE & AN= DifAIN TO WALL-._ ~4 DWELL INIC,S R.EQUIRED ~ - - STE> +PB-T K A PRAVUEE, CAB/KJET 0 -* ----- -- - FI 4 u# -1 E 202' - 6 1 1 4-510'; *i J -v ~ 3 LO" 8'-7" 3 Le' 7 L O111 ur 7 H 'f , > -1€ 6 6-9, 4 ,_EL._ 1- 1 . 2€, 1/ 16% 5 4 1 08 , r f OF*/ER- f.\,f' //--T 1 4%>\\ -10 a v ENT 1 4 1 020 f $- . , t / 1 1 1 1 Ef:,RE<5 EeKE55 Ill ERED ~ EGRE55 l t.t .UP #isu€,i.~4~ ~ ~4~~ S~ / E~C 1 -9 1 i Gdo i <~--4 li 3 3 = 4 1 zh wi -r 02 1 7 /1 1 1 1 S ! 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I C / 1 1 1 1 t C J m [1] m J m a 1 *11 ~ 2 Lo" -01 1 , 1*fpr===-714M- 1 OK, I ,i 2-0" € i · /11]1 A lili\ 111 =-01 0 ini-IcIT v . ''1111/ 11,1/A"11 , Ill 6,44 0 lili/ lili 'll \111 - 1 P. lili// iGL ' -1 ·· J 1 Ill==Aim---Wki1-W r PLANT E.rEL. _2 togn or Dy C UTRB I SEE -MLAN 1 --1 4 al - 61 7 - UJN Fl N ,5 H Blt%iDE /=38 - 1= Eli 1 1 1 4*w 1 0111. P r u - W' 4 -1- -I - .- . 4 0 t. go LL -<<o 0 - 0..2 NORTH -_FRONT_ELEVATION_ A4 4 00 'MJed s.9153 228£ x08.Od ION 51 SNIMVIIC Slwl 11SIV~W]4 ZAOM11* OUNI».1 COPYRIGHT Paul B. SZO9-985 (COE)710 692»989 -se, ~ 1 0 0 Z 0 :5 EZ ... -.0 1~411 0 11< lilliel- lid>j 11 / lilli $ 11 1711 11, Ilil /VII 11 \. lilli / 11 C,Alu e€- 11 1- a = i.0 0 W 2* 0 EAST -_SIDE_ELEVATION__ OLu J I-. -- 1=EE:2,1 23 C 5 in 0 .- 00 U) L (1) 00 12 ------ --------------- C ST---- J m In . --- '1 -33 .--- - 1 4 ?li am - 1 -- 1 1 -- I 11 R !91 I 0 . A . 2-0 • /9. 0 11 1 I lilli. 11 = 0,H· .. Tip. 1 1 u Mt... 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FIN *St# ALUM CLAD -COLOR.WH I TE 93 2 £ 1% 1 13.2 3 8 0 74 34 1 CLAC) CASEMENT,<ex PELLA PROLINE -PCC 2541-3 4,"-31/20" -- -it. 5 j/2 8 - -- " i N S U L S#(rELD 1, LOWTE-* 26,04 GAS 1427 1 (sck€cpos,) ... 45:r ale GO K So 1 It It xop< - 0 11 Fcc 2959- 3 G '- 3 '/z" -4.C 11 1/2 It W - " 11 W 22,2 CE 20:11 Ez R E 4 It 14 11 I, 4.0 *ALTE'EN ATE: CIRCLE READ PCH 25 CC-3 - -- -- ------ 6 0 A l 2 + H TRANISOM* 0 1' FCC /7214-4 5 L )13/4 C' 1, It 9.0 -*AMERAJATE : TIXED F[CAh/IE 3O3occ C SCE-EEL) €SUCEK) 3 0 1-3a * 2 11 SLIDINCE=•9£ 4 11 PSW 3636 81.Oil 21- f l )4-A 17.5 !411 11 2 1 7 1 - 78 x -4' 1 11 CASEMEN.Fr Xe< u )1 pca 2963-3 7 L 3 !/9 8 1 1 1 t C 3CREEN) , *. - . -9 : 25 A 46 1 It CASEMENT LH 11 11 loc 2953 2.'. 54*1' 4-7-502'< IL il p 11·~EMPER_ 2~ 5,7 9 ~ 11 CAJE MINT AH i, it Pco 294 I k i e 92" 3'- 502% 1, 11 11 11 u- 410 % 50 2, 11 645EvIEWT *X It 11 rce *957-2 4- '-10 !*" 4'-11720 .0.- H „ 11 Il 11 - 33.-6 -- 11.- - -1 = . " TDIT4 L.4---I-_ 1 25.0 1 C - >-1 O lf> G 1 .- 0 Me Z 2 :2 0 OLu 52 4 DOOR ~' SCHEDULE Al £0 1 mES 1 .- CO - 1 1/1 1 . SY!4NOMINAL,rv TYPE MATERIAL THE HARC)\A/ARE SIZE GLAZING TOT. RE MARKS 0 I 8 VV H TYPE aR . 3 ° Joe i ENTT*' u;051 PE LITE F I lbERO,LA55 alt RE'OW- 1 *411 ENTRy - p<Ey DEADEOLIM D IBL. 17-6 M PE.2_ - - S \O EATH ER-2[R.1P (0 1 NELLA CLAD PATID SU O% WOOD/ALVA/1 CLAD *3/4" THU HS LOCK/FOOT-*~OCI- - '/'INSUL.SUCEL-04'LOW-E/ARBON¢>45 40 1-E»if:'E-RL GLASS,/SCRL€EW PCS 96,8/ KO L I O H 60 * 68 . 1 11 1( 11 11 11 11 - 0 13/4 11 1' '1 11 14 2 8.0 11 11 It Pe-5 72 5 1 K O z 8 4 68 1 RAT-EP SWI kIC. 5ot_,D COR€J - . .. 11:56" 1°AS.546& 9~ KEY/PJMB UX:-IC -· . 1 -- __... ...2.... .,4UIQM*17( CLOSE€.- u.)EATHER_STRI P C 2 8. ·_.2 6 3.- G e PANEL- Swi NG -FINE l 36" LEVE.K- HAKIPLE~T'KI~BHO LOCI•:4 - - -- -- 3 m 0 1 50--x 65 2 SE,T5 3 PAK)EL- 31 -FOLD<41-~ PINE - 13*" PULLKA/Cle>-7-DP-'TrijACI<,2 ---r.r. r------2 ------- 40- 8.6,8---- 1 2€T H " M U (21-) 11 I ) -- il 11 1 1 i I i / ----- m 3° x GS 25ET5* 1 11 U Il (~20) H 1 66 K 70 1 +SEC-7. Rou--u F PANEL/METAL 11 "RhyNDIE"ELE<ZE OP€KA-rog-* , . _ _...._... - _aH.411.J-HEET 11L-32.5 93 SAFED'- ST-Ak)[DAKE) - J -roTAL 198.9 - Elf.7 70 OF- 4570 fSF LIVIk>6·,AR-t« I a 'j- 1 1 1 - A WINDOW AND DOOR GENERAL NOTES - ' 4 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 U 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. PI, certified and labled for compliance with N.W.W.D.A. area of such rooms with an opening of 5 sq. ft. min. - _. U ~ O infiltration standards. All bathrooms, water closet compartments, laundry rooms 8. Sliding glass doors and windows less than 16 feet above ~ _ _ and similar rooms shall be provided with natural vent- i 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 w J air shall be fully weatherstripped. of floor area with 1} sq. ft. minimum. An alternate to easily removed from the frame. I is at the Owner's discretion. Please notify 3 1 2: 2, 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 I, opening dimensions with manufacturer's cat. to limit infiltration. outside without opening the door. Such view may be pro- AG 6 Provide safety glazing (tempered) at all hazardous vided by a door viewer, view port, window or other opening. .A--:-·:.r . · -- ···· 4. All bedrooms or rooms used for sleeping shall have locations; glass doors, glass less than 18" above floor, 10.All exterior swinging doors accessable by the public to approved egress windows unless exterior door is pro- wardrobe doors, tub and shower enclosures,glass within 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 opening with 20" clear width and 24" clear height. 5/8 inch. _ - k N OD-<18 614 W N-~ IallmgOGP<~ '=OOM Jed sels 9-989(£0£)710 69Zp-989-se/ €2 f - 269 Mjed salsa 228£ X08.Od J~d . FOUNDATION: ' 11 ~ - 23 00 Concrete pads 24" square or larger to have 1.:1 z. #40 bars @ 12" oc each way. :f:: es 0 0 All continuous concrete footings to be J #: 6 EE 16" wide x 8" deep for one story fr= L ti ,20" wide x 10" deep for two story (U.N.O.) ; i : 0 0 2 with (2) #40 cont. reinforcing bars 2 -i; CE £621 Ez Anchor bolts for Pressure Treated sill plates to be }"0 x 10" @ 72" oc maximum (U.N.'0.) Non-bearing walls on concrete slab may be held with shot pins at 48" oc. U)1 . [1 All interior concrete floor slabs on grade 4 1 h to be 31" min thick 3000# concrete with 6 x b - 110 wire mesh over 2" of clean sand J f placed on 6 mil plastic membrane lapped 12" .1 C 221- 611 45'-Dll | 5 '0 1 15'-00 15 LOU ¢ 3 Low , I . • 122 - A 1 7 r : \ - F- . .Ill.- Il..-Ill.- -I-- ..Ill--- - AccLE 53' ~-c.=- ti 1 4 W - 1 P J 42,"STEM_ ~LLI = 1 1 3- LEVEL ABOVE 3 03 FLE Of 5./sm. ~ 1 4 2 2377 1 1 01% 111 - 11 1119'Sh - =E 1 13122 57 57~1: .i.1 = 4 - ~-- - 6 00< a , 1 1 1 j 1 1 1 2,2 ~1 0 Q ls· -f 4 1 - i // 9¢52/ 9 / 10~/3 o ," 5 R X ' 211 DEEP+~ 424 - 1 41 cio NO PAD C h' 00 1 4) CON}C. 'F'AID=LE=E 4« M / m 2 -91 , /6\4 I iG/-30" S€X-129PEEP A 01 3 1« St-OF:DE Zil 9 \ 0 -1 -50 A d,#fx 46' 90#4~@f 02)12"0•C. EA:VAY 01 8 2 1 3 J/' 1 j (diy' ~/"27 .~ a 1, L 4 - - .85 0 1, k4 -\ \1 0 i - 76 6 M P -3 ~2" C OKIC RETE S LA-e=, ////0, 94~TJI/ke d~~50O't JOUT(Ficlk,CD '0 0 arl ~ ~;>/6 yal ylo\»112 MESH-1 ; 1 ~ALTCRAJATE: 2,~<~B FL.,5:016] ST'(pic"o. C\= KI OTE: 7 -- -1 L 0 0 ADP CONCRETE-"SLA(5 3 1 v 1 a) W / =/ - 55 FAECRUirK·ED P-01- ~ C - -i - NATUR.0 L C=,66 H 0-R) Z.-3- 2 231 (21'SIRM / - - F-DTNED AITZ- UN,liT-(F-Au) =F O 3 -1 0 - coo.. LE¥ al- ABOVE =k - FLCOR- BLA2, | ~ '- - _ AL2*< 4.43 16."o. c._ -1 4 0 N M \ 1/ -0.1 . 1 - *(0 l. 1 r&xxr=rl-'P--~*<t--Z>,-C<ZOG~SkE>EESS-**1:,0..2--skSZ~3~~-A,lm xvi,-..-<42/~ZN-:FZ-2-*-</Pxe=//1 1 m 1- - 1 2% J Tb 4./ r m4d 0. 9 , , a a. & CTRAWL SPACE-. 27 k k «11 € 2 G M I L FLASTic OVE rt- O -7 -0 1 GlK_OU k.j TZ) r.14---1 7 81 k - KE! A / 2 1 l i l l i l l 1 1 1 1 1 3 0 1 //1.0 Ill ' l l ' l l i l i - - -6 --- ' LA (\1 , -,-,---//.- .N '1 rn m 23 - A 02 t.l ,, 1 7 _" C A h4 0 2 2 0 - Z w:. 1 ' 3 9 1:.; - 1 I b 30:,Lon 8-G C-, f. . 22 1 SI _FIRST _FLOOR_FRAMING ©FOUNDATION PLAN **1 , - 7 Moof '-00 vied ,~g7 =1709 NIV )~BeL SON=-1 : laPO 133row 11,243 WIND LOAD = 100 MPH Brace walls with 1" plywood as shown on plans with Kl FLOOR LOADS: 1 Live Load 50.0 -./.13..57-.-- -£1/ IL Let-in Simpson metal brace 3/4" Plywood 2.0 -- Flooring for wall lengths over 25 ft. Joists 2.0 |5 2.0 , Hurricane strap H2.5 Tie each rafter and truss to Gypsum Board 2.0 bearing plate with Simpson Total LL+DL= 58.OPSF NOTE: Contractor is respons- DECK & BALCONY LOADS: t 2 36(0" - -- i ible for all temporary brac- Live load 60.0 0 ing and tie downs for wind =2x Wood Decking 7.0 [ 2.0 / 1. 11 -O conditions during construct. Joists 2.0 /1 ' 1 Total LL+DL= 69.OPSF 1 FLOOR SHEATHING: 12 1 1 12· ~~~~:5~555~ 12 3/4" CDX T&G plywood ROOF LOADS: XE ~ APA rated Sturd-I-Floor Live Load (snow) 40.0 ~5 exposure 1-Psl, 83 23/32 Roofing (shakes) 5.0 'Construction glue at joists Rafters 2.0 13£5+4Or OSB equivalent) 5/8" Plywood 2.0 \» <«L -257 ,.,Nail:8d@ 6"oc qdges Gypsum Board 2.0 / + - ~-1-- 111 2 0 ,; 8 d : 0 12"oc field .. Total LL+DL= 51.OPSF Note: Design trusses for 1 4 '2-0 9 222 L oll ,-*- A. JEd. 2,1/2 34-ll .iROOF SHEATHING: -ft :~<8" pirwood' APA rated 60 PPSF Loading 1 , Nail:8d @ 6"oc edges ' Exp. 1-PS1, 83 24/16 I BdrA 12"oc Field SHEAR WALL SHEATHING: 1 11 1 APA Struct II plywood Nail:8d @ 6"oc edges O, H , 8d @ 12"oc field - -- K - - - U ,/ . b ZE i: (20) 2425 14 Dfl ('21 21:;e kit,r~-1 ~ . C I 2)246 0 0 & 1. ~~rf~ -C·~"cl~'- ·u,671.1 ~' ·4<-4'9<· '1 1..'.4 1 ~ , 7. cr • - - ' ; ' . tAL : ~ &irr*ve-=t--4 6 i! 1 1 - 1 4 1 0 i . J \ . Iqi 1 3 - N I M~ t / 1 X /1 1 1 (13) PIKEE- ENG /M F6-- ® TRU5525 (524 0 -c. / f \ ---13 --4/4 0 h yl*55-ES,i@*44 c: .11.1.0 . 1 0 9 4 i <4 -1 0% 1,7- - -1 1 1 i . b< . 0 ht hi 1 1=Al 7 1 L I i ' 4-/1 9- - t. A 1 4 - ' EN ik ...2-/ 1 Iii e. r ~ 1 1 : t.lt 1 1 111 ' il li_.2- IV-1 1 2-0 k 5 01 1 ·· - - 11 21.1/ 1 1 1< F , I 1 1 ' f | i 4 J 4 41 I, 1 2 1 ,/ , ~ , /14) 060 3,~tt<, I A A H, T 1- 1 7 1 . 1 , ' it;~ 1 - ; i i i i ! 1 4, le , 1 N 6 t./ i, 1 . 1 ' Lt ' /1001 ! :,4 -1 1 1 . 11 1. 7 i 1.1 31.: 1 Lei t 1 1 r l/6 'i- . r 1 1 . I .Ill /1 1 1 , 1 1 :9 1/ . : 1 it t i ,; 1 1 ' 1 / 1 1 ix 1/ 1 , , i 1 - oi / r. .17....CU~i ! -- -{"~ 1-MA--7 2 ' 5 i , ,%1 i- 1 - 1 1 , 1 - ' 1 i 1 -t - , ·· -·-- - ·'4·<.·.0':0 1 ...·· | 2><6 -RA'FUE.liD I N *21/ /i CE_ 24" to. C. 1 1 ; ..'1 1 ~. 4 1 - 1 %1 i i 1 .%+,72770 -."n..'r. 1 ~ , I .9% - ~4, r» 4· ~ ~ 1 2\43 1 '. 4 , 6 ..4 .. ·1. . i-j.r ·+,2, .*.- # ·(j:) 1341'><1176'11,·1'C'9:01.-a'.1 -U--___.~ .-V / 1 L= )8' -Co U 1 - . 12& 1 / - - 4/ . . 3 3 \ Z><4 STUP5 SLI"WIGN =01 X Qj - 2 x4 570 *35 8 LI" 1-11 64 - 1 4 - / 4 EXTERIOR STUD WALLS: CEILING j 'U 7 1 f 1 0 ~(PONal-Go-ro\ 4~ N /-Torep T'LATE@83.1 l.. All studs Px 4 @ 16"oc (U.N.0.) .fl / 4 Solid block all studs over 8 feet. . ~ ~ - r··- -= INTERIOR STUD WALLS: & r e 0 All studs Zx4@ 16"oc (U.N.0.) I=_ 1. 2 1 -12 Toe OF PLATE.5-~91 111 Solid block all studs over 8 feet. •• 1 . 3 4 , 1 13 Nil-ESS )·JOTED allug*ISE At plumbing wall use 2 x 6@16 "oc=22*ZOZi (U.N.0) I E J AIR BARRIER: ' N 1 Wrap all exterior sheathing with "TYVEK" , air barrier before installing doors and ~;~~ · 67 windows. INSULATION: 1 GABL€ END TRU55 (2) 2.*G Roof and ceiling R30 minimum , Ext. walls R13 minimum Over unheated garage R19 if R IE>GE Foundation-crawlspace R10 min. f ROOF FRAMING PLAN_ r) 13-41>< 1% 2