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Home My WebLink AboutARCHIVE 1352 COMMUNITY DR Building Records Prior to Community Core 2018Entry ID: 104838 Name: ARCHIVE 1352 COMMUNITY DR Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\MOUNTAIN GOLF VILLAS OF ESTES PARK CONDOS\1352 COMMUNITY DR\Building 104838 . - ... . 1 9.-.5 17'.1 I .' -,4 kir 1 .4 94 TOWN OF ESTES PARK BUILDING DEPARTMENT ---* gie~ F u... 24,9 >1 -1373.,UUÂ· . - '-' ---5-1-72--1,1-~3.43+Nw.Z''7, nwr'r; ,~,Ar'*A,0 2:31 .7.~=X; 3. , \ V, N 61 / />&49 -- -./ 4 - Estes Park, Colorado 80517 - AF 1661 NO. CERTIFICATE OF OCCUPANCY This is to certify that the SINGLE FAMILY DETACHED DWELLING OWNER: Mountain Golf Villas ERECTED ON Lot No. di it ' Block No. Addition Unir 7. Block 2, Mounteir Golf Ville Street 357 commur.-i k. -hriv.:1 Mailing Address 81 59(2 W:Â·.3 frÂ· rt- Su f + -Â· .1 OC, Â·'estmirist:Â·-- '- 8 3:'932 Architect ~aul Saunders Contractor iohn R. Hale, Building Permit No. 577? Zoning R-M Occ. Gr.R-- has been inspected and the following occupancy thereof is hereby authorized: Maximum Allowable Floor Loads, Lbs. Occupancies Per Sq. Ft. Basement 1st Floor R-3 2nd Floor Roof 40 lb livo loac April 8. 1996 Date 9,__*:r~,4' 4,145 Building Inspector P. O. Box 1200 Telephone (303) 586-5331 i - 4 TOWN OF ESTES PARK ....4*-, f. Building Department 9 919 N9..5777 laulf 44*qi 5 + 1 54Â¢7:/41 M;,17 ~~~ Y -pz,~ 1,11 9*E~*~2>/,2~1 '40 BUILDING PERMIT Date 9-,5-79 BUILDING ADDRESS 13 51_ ConÂ·,.0, b,ut-t-Li h,2, uk Legal Description UN#t -7 Bled â‚¬ 2. / /OS 280 19 - 411 2 ReAE Abbet, 04 Valuation ~ Baangpmat ' ,, 087 .93 & Plan Review 1Â¥\6 UNT A,UU GOLV V / LL A 4- Other NAME 869 0 06Â£-Fr- C r a v /7-â‚¬ -26 0 Certificate of Occupancy S. 00 MAILING ADDRESS Lf' F.C rn, , A/// 7-/'~â‚¬- <'ho . 8003 6 ./ 1,0 9.4.93 PHONE NUMBER (Â»31 43 0 - /s 44 Total NAME 3--0 H W H A LE 9 ADDRESS /997, W C R 7# S Lo - 4 c., a N-t- 10.8 oso l R PHONE NUMBER \ 303' 77G - 3200 XI (. 4 9 G TOWN LICENSE NO. E C NAME .yrfE t.v A Ar ELEÂ«fâ‚¬, c_ Aret!1Â¤~22Dgineer â€¢a, 1 0 6 N Nene PAUL B. 1 A u,UDE<r â€¢ h Eff,Au 4 E T ADDRESS -1 vÂ· R. Address Po Eox 381-1- E'P co. 80S11 TOWN LICENSE NO. 200 PC NAME CAR.2.SON ,-PLU .13, A/Gr Nrt Phone Number $94 - 425 7 LO ZONING INFORMATION UN M T ADDRESS ' Zoning District R - M BUREAU OF THE CENSUS ITEM # B. R. TOWN LICENSE NO. ~ 7 2- Front Yard Setback Type of Construction I FR, Il FR, Il 1-Hr., Side Yard Setback 4 11 N, ill 1 -Hr., 111 N, IV HT, V 1-Hr., <ED Occupancy Group A, B, E, F, H, 1, M,<RJ S, U /h Â¢ Rear Yard Setback Division 1, 2, 2.1~ 3,) 4, 5, 6, 7 FLOOD PLAIN CHECK CLASS OF WORK Approved y/ Disapproved New Demolish Comments Flood Zone: ~- Alteration Repair Addition Remove Use ot Building -37/9 <Sce FA 41 , 61 b Et.cH / 0 eN C*-- Date 7- 2 - 7.5 AW Ft L & N L W hereby acknowledge that I have read this application and state th a, Floor Area Basement 1%1 8-8 1 2nd Garage 975 the above is correct and agree to comply with all Town Ordinances anc State Laws, regulating building construction and zoning. Size of Building 37 x 3 8 Height /(f Maximum Occupancy 5- Number ot Families O,UE Permittee At-rn . 6.Â«f lAL<-AS Number of Baths -,4 -44 _*Full Size of Lots By +59**psÂ¢4. 4.-07 - Number of Buildings Number of Floors ~ No. Bedrooms -5 Now on Lot <16'22 A 41Â£-- Building Inspector Use of Buildings / Now on Lot By The Building Department will make every effon to prevent errors in Certificate of Occupancy Number /66/ 4 - 8- 70 your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. =L:2:21 - or-cu =mzâ‚¬O .. . .1 1 1 & ' 4 DETENTION POND COMPLETION ' DETENTION PONDS DOWNSTREAM FROM ANY UNIT SHALL BE INSTALLED PRIOR TO THE ISSUANCE OF . A CERTIFICATE OF OCCUPANCY FOR SAID UNIT - NORTH DETENTION POND - THE LANDSCAPE TIMBERS FOR THE CONTROLLED ~ ~ OVERFLOW SHALL BE INSTALLED PRIOR TO TEMPORARY EROSION CONTROL STRAW BALES NOV, 15,1994 SHALL BE MAINTAINED UNTIL SOD IS PLACED LANDSCAPE AREA - Â· TOPSOIL, NATIVE GRASS SEED AND MOSSROCK BOULDERS COMPLETE BY JUNE 15,1995 - - 2â€¢1121911Â£14 *61,1 9041- c Trf' L D i / - -- .. CHIMMLINITY. DRIVE ., . ~ .7620 1 . . /7 C.0. INLET .... 4 - -- -__ --eeÂ»*4_- _ 1, Â«47. i X. \. 1*m // -- \ / \ .-I C.O. INLET Â· --- \\L - Ii-il- -i-- \ J-- - \ -1- %--, k. 1.- lill- - Ii--- , . - -$ -- 1-. --# . . f-- ----- --- . 0 - --- -\ --t \ -- -IW '28 e - . --1- -\ .r\ -- ---- 20 - EÂ¥/ 012Â· . 80% - I. .-I .-1 --* \ ... - \ - . - Â·Â·.Â·L E FF 01 L. .-/ 3% \ . --- - 4 - -i -- -- . --- .-I .. - f M 4 2 -JEF- 2911 Privit j \ EM.-126_ 2-34\4 - .-I .-I - 4.1 - . . I /Â·tw e'le.~~ dir: 21.- ---- -*261 --- NliIA?ION TW '282 / .9 \ TW-fs. 11 / 244 1â‚¬ 9 10 - .... 71 **2631 2-fk-*66- 19- . E-â€žâ‚¬ ~--- 7620 18 EW â‚¬18 0 17 14 EÂ¥/210 0 TS \ 7 Lp \ LP \ f - * --. 4- 1 / -7 ..Â« 7 Â¥ 1 23 - 4 - . ..4 rio 15. 2** . .5.268 5 7 / 4 - 1 7 09- - -LP 46 15. Dof . ..go@ 2 <p.01*9~ -Â®- : illÂ· / Ts. 262 . 18>. â‚¬TL .Â» . At \ ,/1 N \ LANDSCAPE AREA BETWEEN BIKE PATH 2+ T 9*2 - f 41'1 -:. Â· 14 \ .-. U ~.~ -- \ AND MOUNTAIN FAIRWAYS E - /.1419% \41 . .... ... 7 4 i zqi e / COMPLETE BY JUNE 15,1995 .Â· \4 \ -- - P- . 2 TOPSOIL 8 NATIVE GRASS SEED 7630 ~ (;421 1 4-j 4 LJ i~ 281 / le<.) t. \ ... .~ 19.Â·092 20 -- T+404 + . --- 19.*21 -rup 29 â‚¬ 1. .. Li.J ".004 Â· \ 14\ 16 COMPLE-TED 2 '~Ld Â· -IW 082Â· Â·~ UNIT Â· ' ~ .. .. /9 EAÂ¥ 210- p I. -7- - f V 2 P . Fpr: . 0 ./ 12 - -Er ~. ~ 4 . 2 - 17:801 .. 4 .m \ . . h h 3 - 0 ..1- .- h ---- t 1 Mr ell --i,4-4 FF 30.7 ... 4 , EM,02 1 - ~ ... P \P ... 1/ J . 3Â¢2144. 211 / .\ te 1,51 51 - i ~blt_7 - ~~ - + Ta /+29 E + 201 eqe Â¢18% /_ /9 ./r/\\ + A 404)Â¢r Â» 3<*4.190\ . | l : Â«1.1 29Â£ ~4234:1 1 OU .1 i 6-/111 /\ 4.Â».1.-Ak , .:. (~ 0 ~ GAR 30.5 ~/~ . . /COMPLETED /- Â· --~ L.~. 1 /â€ž. / UNIT i . 34 Poe <L -4 201 .04 . : Â· A I 15 B C..i~ . ..1, Â·Â·O>1 8 1 Â¢ r . . . . LP TS . / 1~ O Â· :P ~ \0,4 ... \./ (Lpt Â·1 A - I. f . /6\ l~ FÂ¥ ..7 J \ FAME + 4 red\Â£ f . . U .. 10)4\ 5.*21 4. 7 ...2 1... 4%2&1 / ..; \11 t<ME li f f - -Â· . 4 31' v.- _ f ~ ER 31 1 '3# 1 / \4 ). 1% 4 - .. .1 + ~ : .~ 1~4*+~ )0 1 <*=*-~# . 1 .. . Ralt - 2. /.: .. . .1-x 611 + ->Â« ... 1 \ -1. I. . ..\\ \ ME <1 LANDSCAPE ISLAND - . 0 a------ L -- - ) 2 -\ I 32 -j / --- . - .. MOSSROCK BOULDERS 46 - TOPSOIL, NATIVE GRASS SEED AND . .. ..C \ 1 \ ... . \ . ~ -- ' COMPLETE BY JUNE 15,1995 ... 20 .. . ---- -1--- ill1- - MATTHEW CIRCLOE~ 0Â· i 7630 111 4& 1 efiÂ«7111& Fier : -,-- - - - ED<1~11* CO41/llf< . 2.92. MIN. rlÂ¥.H 2.0.0 0/9 0 ;VAT 4 . 4~ rEx. LAN 2 1Â¢*er+IT - ZI+YoSED (01(OF<Â· A - p ..... D.. ..0-2 -11111'lillilll Illilll[Imililll lillillilll< 7.,& Tar gr a,# (6Â·0â€¢r,â€¢GE) el-BYâ€¢,Ix:14. FER F1141514 FlaÂ» El.86Â«Â®N, 1 8*1614 i EAcwsS CleIVEWAr CM,NNAE,12 Tw 12:~2Â¥ NALL (DerEH1101 0,061*1). 44- LEGEND H.T. e. bw 917214 Â£Â¥ I. (celrhtl1014 E,GIN). Ll +mE 5FT Ela*K[\0,4. â€¢: UNIT ENTRY [AHW,MeÂ» TIHemle--1 r-wEIM WIPTH 114 1 04EE. ' ~ OBIENÂ®Ii 20Â¢3114 NUMBer.. 02 OLYMPUS lf,T 1 FMWN NAGE SWAL-E.. p : PROSPECT 0. , 4 - 4 :-12,11 w TWIN SISTER 120 11 '--4:IMAX, SlorM. ESTES PARK SURVEYORS & ENGINEERS, INC, .........:..te- ~ . . , . . v 11111==Eiz.,44.-UL :.. - - : EXISTING CENTE]UR -v ~ __ 7-Et- 71â€¢aut.,2Ah'.U,2:.-littlkull'M"56&&'.1, 0, 1 .... P.O. BOX 3047 FIRST NAT'L BANK BLDG SCALE: 1"=30' - ESTES PARIC COLORADO SUITE 205 ~p: LONGS PEAK SEE SHEET I ONE FOOT CONTOURS / \ 0 2 80517 (303> 586-5175 2 xâ€¢ TME~42Â¥7 LANDSCAPE ~AT e FE INTESMÂ·46 N.TÂ·e. 19.TÂ·s ntlte#P 6Â£9+Kl)83 5ew ti ~ k| El' CEFAI1- Fol-ip EECTI ON 11,15195, CEa)rE WITH :191'122' . PROJECT, GRADING PLAN : ktl)1*114 64F VII.1,8. : DRAWN BY, SH r"1-A CHECKED BY, PMK *HD NE. Val)ME Ca).Pr.) WEIF k]IPTI-1 12,10 te. Vot,DME 00.Pr) 1Â©3112 W 11711-1 ' 1, 2 Gos, 31 " 6. 8/20 811 - - 1 2.- REV, 6.29 -14 2300 CINTRAL AVE, SUITE 4 DATE, 8-15-94 MARTIN EXPLORATION 10" G'.100 100 7 NOTE: /O./P.14 C BUILDING FOOTPRINTS FÂ« UNITS 1,3,7,8,13,14 AND 15 2 BOULDER, CO. 80361 3 922 1311 1, 45'co 111 th ARE ACCURATELY SHOW,ON SHEET I ONLY 2 4. Es,*, 12' --- SHEET, 2 OF! 2 PROJECT NO, 2451 i .. 1--..I f . - N 0 T IrS---TI HIEAT 1:AIT; S INDEX + I :9 5 : 01 ., NOTICE OF INTENT: These blueprinted' drawings take precedence : HOURLY HEAT LOSS . Al INDEX, SPE PLAN, CALC,5 31\1 C-T-ES . I -- - Iiâ€¢ ; 31 over any other instructions ,and the Building Dept. stamped DESIGNTEMPERATUREDIFFERENCE . . ~ /01\21 f..1,41 t\1 FLCFC> 12<.~ f~' L.,Z~ rÂ·.4 ~. ' M Approved Set shall become the Construction Set and maintained /0, An Cordi,Ion, Oth. Thin the Follo...ing 704 - (330) 4 - 87.~ 1 '0Â© oF T Gorn F ocrn 1 - 1 at the construction site. The data on the drawings take pre- f - . ~ ~ A.3 R 0 0 F PL A,14 -- cedence over individual notes or dimensions. Written dimen- , Fo, In,wl.,â€¢d Floof O- Venied Unhuied Spaci .......'..L;- 14-2..- AT.vq 2 ____~0 OF .~ <~ Â· # f Slona take precedence over acaled dimensions. (General Notes not applicable to this project should be disregarded). Fc, Un;n,ul,ted Floo, Over V.Med Unhined Se.ce ..... Linâ€¢ 7- SoF ..- ar-3 3 _~_~ _ __ 4 AL 17 KONT 3- REAK ELEVAi-1 CA lil.1 1 A B ~ 0 1 DE- E LE v'AlÂ· f Ot.4 , 1 4/ I â€¢ 03 In the event of any dispute as to project requirements, error CONDUCTIVE HEAT LOSS â€¢.lil 55 in the work, or failure to satisfy any contract of which the U 1,0 M Foim Filming AT- I * 11.-1 z. A,u,n20, 1, of ff,orn Facto, torn 'forn drawing set is included, both parties agree to arbitration D..criolkon of AikerÂ¥,bly Ler,gtpl, rl Tablâ€¢ 4.1 T.5,1 ]-6 . b orr AG \Â»'INDONÂ« 0 3001<. SCREPULÂ·E : ~,~,~,~g~ ~~ by a third party rrtutually acceptable. ' ' ~. 1-vu u . Bil/N G luine . 4- I . . . SURVEYS AND INVESTIGATIONS: The Contractor or Builder shall Â£* WIll - . 1 1 1 - verify all grades, dimensions, set backs, sideyard set backs El FOUNDATION 6 FIRST- 7-2.CUR. FRA M I NC=, PLAN . A I ' 1 1 - AN and easements at the job site before starting work. When . Â· . " I. 62, Pic>OF- F-Fi.A Mi 1Â«3, 1Â°1_Al\I xr deemed necessary by the Designer, Engineer or Builder, soils and geological tests, dimensional, topographic surveys and M INN . - U) - 1 C.â€¢ling/Aoof -'.I- underground utilities location or design shall be made by a Licensed person and paid, for by the owner before start of the - ' ~ * - . , b Fboq / I I - drawings or construction. If not so done, the owner shall in- -1= . I . 1 - demnify and hold blameless the Designer or Engineer from any . O,her I â€¢ I - and all liability for damage arising from failures, settle- IN 1 - ments, faults, deteriorations, surface or subsurface encroach '=== 1 1 1 - ments of water of land or sea, or any other conditions which 1 - >HY could have been averted by design based upon the information , MOUNTAIN GOLF VILLAS OF ESTES PARK , the above services could have provided. Shot.1 4 Bil/h' PERMITS: The Contractor or Builder shall obtain and pay for INFLITRATION (Enter o on Lin. 5 if th.. I. poi,t... .ent,l.lion) ~ ~ 0%1 0 all permits necessary for the work, including Plan-Check fee 42 1 h R .c,3 . OF- 5 r. 9& .3/ -c.8. tÂ»V -53Â¢94-+13:t,k~ 1,62 4.1 except that each Subcontractor shall obtain and pay for the ' Gio. F,- Ar. Welgat.d ll,orâ€¢,Tic,4.3.7 AT- liorn A..1.â€ž LInâ€¢ 1 Ome permit coveting his work. If additions or corrections are Câ€¢Illl, Hâ€¢,grt //-= -- *----- required by these applications, the Designer or Engineer is 4 VENTILATIONâ€¢ {Enter 0 on Line 6 al there lino poirtive v..1,1.liont . Emd AO / d) (3> 4 ..0 Â® 0 0 . Ift / r f to be notified and additions or corrections shall be made as h'/min n , le ~ f 40,0 4.> 41.-Â·1 Â·49 ,(I> ~~~~ A Q?'R RE "erin Lin, 1 reqfired under their fee. - V.rlit,tion A.,â€¢ film AT- 1 4 42-'. 3 9 / 2, 4 4 l.3 41Â· . ,â‚¬>V 47 1 i Subtor.1 7 B i u /W L ' / liSbili25:1Thero~~arnoceContyartirthhaplotactioznzeptblipro- ~i ~ ~23 <1~~-~~~(A4#4 /- A -ry '1 =-* DUCT HEAT LOSS IEntâ€¢Â¢ 0 on LineS iftheil ire nocwct .1 ~3 ' f ip'Â¢--2 !5~~5~~\ t<*f:=4 t:ii@~ :- Â®14 6. J ject and provide Workmanis Coapensation insurance 88 required 0.15. Line; - 8 j'U,rl-j .9 , ~rt-- u 4 < 4 <O V by law. The owner 8hall carry adequate fire insurance and /\ 1 1 -4/\ Builderts Risk during construction and be responsible for all TOTAL . (Line 7+81 qn 9 -81,/h, at 6,- tiA 0 1-0. 2 ZEâ‚¬ damage due to vandalism until notice of completion - 0 U-7 7*V i| I . included as part of the contract under which these drawings I ANNUAL HEAT LOSS ~ ~ -- ' Â· SUPERVISION: Supervision by the Designer or Engineer is not p- O are provided. The owner or Contractor may call upon the Â· 7970 .FÂ·day/vi i, Btu/h, i .~â€¢C>O . 74 hi/day ~~ ~~~ ~ Designer for interpretation of the drawings. H o or â€žorr. Appind i â€¢ C . C~J, 1 y / Mt LO i. . . C 1,/m 3 - Â· * 1?7 4599 TH t tli 42*AL,Tr born LIAâ€¢ 1 T *ble 3 â€ž8 100 OF - O. 10 Btu/Yr 4 1 =,1 ' *' =21 63' 11 =-4 I =Â· 1 1=Â· I I =, I ..1 F=,l li 1 = E GENERAL NOTES br. - . e <*--2-*-6 LE*44.-CWN *-4*1-1/# Line 1 1. Drawings: Do not scale - use written dimensions. The 5et o f drawings < . 1 .-- ' stamped approved by the buildingdepartment shall be the con.struction drawings and shall be maintained at the construction site. SITE PLAN k 2. Permits: The contractor shall obtain all permits require( andeach subcontractor shall obtain and pay for the permit coveringhis work. C ' FT, UD 3. Codes: All materials and workmanship shall conform to the latest edition CUTEriOct4 866119 VAL, 1/ C 1-Tr. L J / .~ CO W' O I .. .. ....~ ... .. 4. uniform building code (I.C.B.O.) and all requirements of regulato y agencies . 11 -. 0 8 . having authority over any portion of the work. - C E-]MMUNITV , D R I VE ., . h 0 4. Utility Services: Thecontractorshall determine the location of utility * ~ , 0 7620 4 2/ CIO. INLET services in the area to be excavated prior to commencement of excavation. .. \ \4 \, 6 .. / ., ..... // N 5. Detached Structures: Design and construction of retaining walls, screens, f. h FtÂ» c--r --* \ Y Â«i./ r 0 swimmi ng pools , spas, etc. , shall be under separate permit. V----1- - N,0-1 .0 1 L L J - - L \ t. . 0 N r - .1 - 6. Grading: All surface water shall drain away from buildingand to street. .9 -- ; 1 -T--74.p,-- --- *----I,-f=b% 42 ' <9 D La-'- _ 1 \ ,- - c - , - '1~. I .-- - ..1 --- \ -- - L_IN , -77.-I-KN - Â· -.2=L__ /7 .*--1 ~Nx ,--1~~~- -- i 7. Structural Integrity: No pipes, ducts, sleeves, chases, etc. shallbeplaced .-:I -- 'rte-- J . in slabs, beams or walls unless shown or noted on the drawings. /.Lf' + --- - - ~ -g -- --. --. - 7>M-Ze 33+ 233-- ---- 8. One-hour Fire Resistive Construction: To be provided at walls and ceilings #9:31177:11 ER.Mt . 4 1, 001 L ./ \ of Garage (M-1 occupancy) where abutting Residence (R-1 occupancy). 1333 i j .*19 26* *bA==e d 1 4- <261 Door(s) connecting occupancies to be one-hour fire resistive and fitted with 7 0 2. N , 1 lb/rtz e~ 11 7 .41427 4 10 N / r' a self closer. The walls and soffitsof enclosed, usable spaceunder interior * I, D 1 / --1 4 5 /eNT\Â° : - #' 1 T stairs shall be protected, on the enclosed side, with 5/8" Type "X" gypsurn 1/ '10 -14 1 , _ 40 TS board, fire taped. //7- / \V ' -1-- t- -f- li<t-~u , j Un f -j 1 -- T~1 24 1 LP \ . 1-- 3 i K $ 1 < 61Â· 1 K 2 ip 2,W-2 E - / 1 m A 9. Fire Stops: Shall be installed at the following locations: - .5. 25 8: 1< A - .24 2 (11 01 & - 1 1 / 1 2.9Â¢5-/ . - 9.1 In concealed spaces of stud walls and partitions, furred spaces at , i h- Ar.4 -\ --- / A. --- ceilings and f loors and at 10 foot intervals along the lengthof the 0 1/. - .13. 011 ., \=,I wall. --11 2. 1-1 6 11) .1 - 1- ../77 . ._~ Â· Â· . 9 27 2-- - +149 N .. U 11 1 . â‚¬ , 1 - / .46V. 11-1 9,3 - . * 14 \Â¥ 9.2 At all interconnections between concealed, vertical and horizontal ~ ~~ ~ 4 /02#7,4,111 . ~.. 13 3: . c. a _ -/61 -:. spaces such as soffits, dropped and coved ceilings. CleÂ« . ~P .. \ 9.3 In concealed spaces between stair stringers at the top and bottom of -2 J 4 /../.C + / \4201 4\) . rs.el 2 1 6 /T.9.16 â‚¬ \ . 1-/X . / 4.3 j.=16. 1. . . / run and between studs along the incline with the runof stairs if the D. - I . \.\/ .. walls under the stairs are unfinished. 2 1~ Â· , -:Aw 16 ~ 11 i ~Â»IfiA' - Â· / /COMPLETÂ·5~7 . TW Zeâ‚¬h, 1 7-L- -13/ R 9.4 In openings around vents, pipes, ducts, chimneys, fireplaces and similar .. P .- tw fln, 5 .... 5 P.-.fl9957~ -Er , u openings which af ford a passage for fire at ceilings and floor levels of , ' 4 737*8Â¥f/ combustible materials. . , ~~~r.-11/fi---\ LER. 03'Â£.?j j f COMM : . LDE'MENT-Â· 1 2 ?~ (9 < .J-~323.F.<~~0~~~~~-~ \\4.. ; 9.150 - ~ PlRTM{ 2 61,82&1 10. Chimneys: Shall be provided with spark arrestors which will permit the _ I 3 1 6 S *R~ 1 : passage of objects no larger than 1/2" or smaller than 3/8". . ~ c- ,.5'1 Â» ~ / 2Â·'t Â·Â·-~ Â·+ zqk. 6 Od N t /<J)...i.* 0114 07 /,/-21 f . 2 ftelt +288 / 1 482 A / 212 F- M ' d# 11. Smoke Detectors: Comply with BuildingCode S 1210(a) regarding fire < - -~ ~ ~ 19*-*~. ~ ( 9 + />\ < warning system smoke detectors. b-41 - 7. ., e . 4 9.0 -A /Tie.29Â©glt - 13< 114.49n~ < Â® 2 . -1 kid.-6 U f C -tt, % 1, Â»AN!<0 kic[CIDic-Â·C '~1 7 ..:2 0 0 â‚¬ 0 1 4 .1.. 0 ~ 120 |- 12. Roof: Roof coverings shall be; . i u roof assembly as specified in Building Code S3203(e). CL. I <-111 -/ /1 13. Vents aod Accesses: See plumbingnote for tubaccess. provide 22"x 30" _--irt<,~* -5-~ 1~ 41\3~~ ~ .. e \ Al L P f Â«l .. U /4 8 4 k .. Â© /// / 13 <PZ#<* - 61 . . I .\ -N ' covered attic access openingas indicated onplans. Provide similar sized Â· ~ LP 1 91/# / screen ed access to areas under building if required by design, Foundation ~ -bf ~ 71 j' Â·-7- <,C:L.FF,â‚¬3t.7* / /,41*.S TE#:-/ Â» Â· 3 1 . [_LJ ' screened vents to be 2 sq. ft. in area per 20 feet of exterior wall, except h. . \ Fll# /1â€¢'=a 'll- *e I - . *~F,&53 2 2,+ ) 1 1 ~ l 124 r~p er 1/ .. 14 4-46 4 4 1 1 for concrete slab areas, The net free ventilated area of attic spaces shall 1. 4: r /19â‚¬r.%40 not be less than 1/150 of the area ventilated per Sect. 3205, \ 22 / 1. 1 / 4412. f *4eut i \ i 8209-989 (COC) 110 6919-90 9 -se, 'MJed sals3 E-Zec )0El iii c :i " LAscow FREEDOMI LlrJE -' 3 L 411 2 1 11:4 -- ~/- Pt,DED ADA APP KOVIUD S HOKE[2 - FLUS 11- 1 VERIFY 1 1 LON GBOWL TO 1 1.-ET - i .& .i Â·% z 6 w~ Fleet 11 {21 36" HAND BAHS e32' :i.. St 1 00 -0 , --.-~ AbovE Â·FLOO'K<-SHALL- -3. : ZE .r i .- ii 1 ..muppoRT 300 LES MIN. C A 2 1 suT - 130- Ip, -J ~~f~ b ~ 4 41; r 52 - 0 4 0 O Ill I 4. 0,/I g EXH. T 1 -4 9 Eze; Ez . 4 CE 0 3 0- 1 / 1 ~ VINYL FLOO& 6 f. i u ka) . ~ pa.ZpaL =0 Apa RepcovÂ·c D 1-1,6 Y, -, w/ LONIC, LIVER_ HfC 8 - VA LVES - OPEN UNPEL ADA MANIDI CAP Al--11ER~NATE.- ~ .~ 4 INSULATE. NOTV#JEK.LINE : AK.JUD DTAIN TO WALL ~4 DWELLINGS KEQUIRCID,~ 1 5-TD 301,5-1 .4 2 Plâ‚¬.AU/Elt, C..43/hJET- 67 'Gll .t. 10 f /- 11 4-3'.0 F 11 1/ 1 -1 c U' 0 #_ v g -.1 12'-o" BLO" 11'.711 8'-7" 3 L o' 6 7 L o u ------- ------ --- -- - ---- 4, ' f eq. 4 , ER, + , 2%, , - 410" r , i 4 OR,ER- Â»67 B M 4 O10 1 4 v ENT 4 Il 1 . 1 1 0 8 0 J O [1 , i71Â·''de'- ~~"~:tÂ·:~2*0,-,Â·:,:f'-4,-"---:NiÂ·"BA.,Â·,kt-41 '1.9.-:6:444-,0,11/:Ell'*,0-Art/â‚¬2.=~1- - - - 1)4"-- - 11 , 1 1 011 / - 3 Z: 1 E.eR 655 EeKE5 3: EGRES t EGRE55 | -<Cl U i T *IMAL+4-"*****w-at'Â·2;Â·trw-,~Re*91*MA1;:4 f<~';PÂ·f~~~'c.Â·, '. L.-ff = , 0 26 1 0'0 1 ' I -3 -f 1 1 _ 0 1 r 1 .1 i 1 - :f- mii : O 4 .2.Op y SUG-1â‚¬S 4 i:z i 0Z , l 4/ 9 ..1, )6 EXH.FAN i 1 6-1 Zi O A - TO. 1. 1 1 . 1 1 1 T.>1.1 1 Int i H i i SY l. I A o :7 i i 4-1 I 2 li . 1-1 a. .2 4 I . - 1 , f , 1 A 10 1 4' 3-'.0 'A '1 T -71.,_ '4 0 i 1- B 1 4 1 a.,r- f l ..14. I'. 4,549.Z ~- - 11 1\ / (i) VÂ® 7.-7 . 1 OJ 9.- . 1'1 - 't (fll: i Â¢ - |L f 2* 7 y -30"%30" 1 1 1 CRAWL 5PACE- H.B'41-94 c 1 - GAFRAGE- OED ROON 140,3 _ 9 f d ,Â£1 6EEP BR)14 kid 2 ~ 4 CCESS )N -FLDell i 0 =.3 OLLI N . 11 1 4 1 - 1 -C Â·Â·Â·Â·4 1 ~ , I Cle ' 0,(n j 81.311 3, . i ~ GAS FA U IN'Cltiwl- -Â·~- - I ~3'-Et/1 F;'fif~- Â· p-1 (D 01 9 .. cD 1 Ma .PULL- DOWN STA) R_ 933 3 3 1471 1 41911 \10>11 4 1 9 _>~ /F' alow I f ~.A 1~~ 1 SPACE) '-4 U) 1 -01 I Uj 1 J r-4 U 1 .11 4, / Â¥,2 - i s,DEFlip .2 < U 11 2 1 "1~(5) 1-1-- -1-W 11(5) (11[Dle- EL plc cp, o , â€žt WT.WX>,29-0,4.â€ži 9 45*-*I Â·*'e ' - * +U'N . L . 1 L...2 1 G il ~1 ~ 1 ~/b"GYPSUM 52/â€¢RIP TyPE Xf'/ 1 il ti ,Â·Su.ff.fiLF/Pree/Ar .t,.!*ir 0, f-0 NALLÂ»VAL.l-0-9 f(CE,LING, r I I N 00 AIDF*Mi;\,VAS+ir.l= p (3&'7 0 Ill O A 13~- 711 J . Mis 1 d Y =m L - rr .rÂ¥.1.â€ž # I , 16 - - M .fl - - --- ------ -- - / -" co f. 0 T 1 2 STE PS AS REg'11% ,- ' id> 1 - 1-1 0-1 05 21 4 -- *2 .-~-~i~ -<R> W -1 AUTOMATIC CLOYER. ' 1 - 1 3 1 42:*1*Rimal '1, O - , A org 0 1 A m U -,- 0 4104 1- O 4.1 - V Itt, 0 " 54 1. _ Cl , vv,-rEK HErTZ.K.-Â© t- Li 1-ENV~ R Â¢ s j ~# 4 -1 01 1 - EL>'H,FAN . ~ , 1 i - 1 U) 1 - L - â‚¬ 1 0 ,4 - -- A- A- - AF. 9r~â€ž0146 . * . -1 I .0 9 - -) 11@v $4 10 1 -4 -- 03 44 1 A . i ... . ILL' i 01 $49 c t... '1 1 . 41 . (0 iczl J 4 f -- 1 7-, CONCRPTE -1 , 1\ 1 - -- T - -L 1 / .-K~- CONÂ·AC=54:TE \AJAL\<_ ~ . 1 0.) 1 E N.T.~4 0, fo?tif b E,271-~ ce PET 7 X. F (31 ~ '. /I, 0 ./ = 1 1 -11 27 0 ; WAL L 8 1.1.31 1GU RAMP, (; 054 1,1 4% IM UN/() 1 al 671' 61~1:EVEL X E j~ Xt 1 . . . /Ell-Â«Â» ff" 1, '1 . .1 f -- .tÂ·1 3/4Â» 3 20.12 / 't' L 1 1 4 6% I xud kite--/Tri-=--9374 4- 1 1 ' M 0 f 5 1 -X 1, d Â» 1 ' ~ t-,s ) WATE R.I -PIN/NG- 2.- d L)VINC=, AREA--. --T-@Il . * 3 2 1 H~-0 1- ' r ' Al CONCRET-Â£ 72 3 10 . ' 0% P/1-r- 10 *Â· REF, - ~4*{ - ae 821 = 0 %-4: 17. A\\1 1 1 T S LOFE ' 1- Crl 0 5, N k. 1 - . 7 | ~BEAT-hi- 6:,Low'~408Â©Gp/ - Â·4/ *4'~DRC.>P MAXIMUN'I ' (0 - 35 1 11. Pt 57. KITCH EN Atil .DIRECT VEEr GAS FIRE- 23/'u a 1 - i./.dA PLACE w/BLOWE- ' \ \ \1 1 D 0/. Fu NeE _ ,\,/ A U El- VAULT . râ€¢Ji * 0 / 3: 12. 7/~~ :12 '~ NoÂ¥.1 -COMBUST\2*22-4 f / -, FL~ort HEAIZTH.- f. / / , 6- WooD 70~P-----T Pe Â¥311- , , 4 <0 3 â‚¬ - A - ' . ..%23 t.# r .t - Â·f/!\ - 1 .Â· .Â»Â¢18.,2%Â·AT.4w,,â€¢'â€¢Ii-.~fv#~,;4.4...12..,.4..4,: -i Â·Â·' Â·-Â·,Â·Â·4Â·-Â· Â·,Â»W,*~.jurÂ·â€¢#,A)Â»I'' 4Â·'.,t.â€ž.,~ ~442..B,-*04â€¢~.:Â·â€¢â‚¬.911 - -- <1 2 \ .1 4,T -; l\ 1 dED \ 1 '26 1 1 -GAS vabfr J i U f. 45 1 5 /1 ill 8,1 1 12 C'71 N-Fi--:~7<cre--5><Pf~ ~ 36 lo" tyJ 2 0 Q 1 3 T K E RT ED T 1 M Â» E - '2 - / / /L e Lot' PLA AFEERL- ~ 10 i-(in//ATI O Y o E I: d i , AH _MAIN_FLOORPLAN 15 70 S 9. FT= , Svl s Reserved Mied sals3 691*-985 -SaJ ~ 133row -Z .0 ii C 6 P Z = CE Z= (n 21 llc >-1 . 16% i K , 4 r -1 0 ll) 4 ; 1 OE a 1 -d) 11[- h 6: 2 1 060 0 1 -0 2 i 1 1 =.,0 0. 6. 1 dj N . 0 ILA In \ 1 1 ZE@ I M (1-1 30 0 CS 1 ' ow~ 1 1 1 3: .-1 01 to (t RIDGE â€¢4 U | ,2 131 CK>E . MO \ - rÂ·Â·-4 tO .1 r-Ill - , L-- ! ,Â« f Cl U rn C: 1 1 1 : / 1\1 1 l C' 21 Â· un i 1 ...6 'l 1 C 5 64 â€¢ =m 1 1-4 r--1 (U .- a l . iii 4 @ 1 G<,2 .8 1 4 \ < Le) 01 - ' 0 â‚¬ I a. 1 1 I hi .r 1 0 0 -\ a) U.1 1 11 1 1 v 11 4 1 C J L G U.TTE 1-*- 6 - 12 ui 0 . , dE M 1 1 32 X O 1 1 L---=1 i N , [h l>bgo ; - 2-.4 7 1 2 11 A N 1 4 13- 4 A Z 1. 3 94. '1 0 m . 1 ROOF PLAN A3 j . -1 *Vown.Illu2 Ve I! 6u!..e'P .!41 34vc p e US,ilp '01 D'!A Jâ€¢â€¢ lo - pue .in Ii, 0, 1,46!, ,â€žpunie 1 |'10.1 01 8.01,9 01 ION St ONIMV 82097 989 (Â£0Â£) 1;0 691*-989 'sai â‚¬ ~ 10,r02 ISS IWÂ¥34 lbOHI!,A COPYR G 9â‚¬XJ I N .Z .0 i':S 26 21:1 -/ 1:1122 0 0 :1:4.05 120 ---------======2~ ii:; 3% 4:7. 02 .iii 2% 2:23 EZ 01 -- m . BUT Ele -1 - = 1 -1 C I -1 at 1 111 ''111 ..1 m 111< Ill'll gil'11 1 Fl IKe Ill 3 -1 111 4 lilil- 11111/ 111....1. 111 '. 111 =NIL-=.1===11= 116=241 0 -1 O Z& X O . e r (01 ... z8il - 1 1 --V ol -1-2 1 - 4 M -11 - -4 , a. 4 -1-- -------4----- -I-/#..I - I.I.-Il.I- -I---*- ---+ - - --, -, 0 (1) -SOUTHREAREILEMATION O LU N C 5 5 '91 . 8 U) (1) 0 (f] L (1) f-9 - 00 C J 12 m 7 -miÂ». t 1 1 1 . 1 -Fri 1 2 Lo" IFI ~ 0,4, 4 2'.0'~ 1 .:tall\#AI 064/ s 01 CIJ UnM~IOl LUU 1 - J .6 6 iGL -1 (9 - r 19=> L A brT' c.rE:- - 32 1 $0201 Droy CUTRS .- 1 SEE PLAN _ ~ ~ 4 ~= 3:1:EES:~-" 4 2 F-1 N 15+1 G-KA PE 1 1 0 f 0 --WI Z - -I.-..Ill.- -I.I.---- Il-*.I--I ,-I - IL 7-- I.t'.*-- ..I---%.-* 1- - .- - ----------- ----- .....-Â·Â·Â·Â·-Â· -4 0 . 0. HQBIM=czEBRNI=Â§k@X8I1Q~-- A4 COPYRIGHT 1993 All Rights Reserved Paul B. Saunders-Design C)0 'MJed sais3 2288 x08.0.d 8209-989 (COE) 7 Jo 69Zt-999 Sel 13}rO~ .8 Ined *4 1,10 :3 i / f j 2 g~I: 5 2,1 1 z = .... fi f ; 1 02 - --23 SE - U, 1 4 1 -1 -t=: r -19 1 =11 11411 1 . > 1 1 -' IWI \. Il Ill I]Ill Ill 16* 4 11<* 1111141- IF lilli<â‚¬>31 -13 41 \ lilli ./ Il 11 \ I lilli. 11 - 41 O 90 P-1 0 6 1 , li 5 GNU PE .= 6. 1 4 m 11 1-0. - -Ii--I-*- ---I...I- I--Illi -Illi...I I.I.---I- Z 0 4& EAST_-_S.IDE_ELEVATION_ OLU J =E C 5 . - 00 lf) 0 . Ul L (1) -0 J m In . m ---- - -- --- 03 - 12 0-* . ============~ - 1 --P- FR ' 11 . -1 2-0 ,â‚¬, i'lli 0,HÂ· .. Tip. // 11 E - F In * IN 1ll @ 1 l 2 1 - 8 4 1 . S VEK.17 - X O - 7 LOO P. 5 . I . 1- 1 -1 1 81 PLA NTE. 112_ - -, 1 6 9 . 5 E>EE PL~IN 1 J m a 1 - 2113 - = - -Ill-..I .I.---- Il.-Il I.--*- 1.--Ii-/.I- Il.-I.Il .Ill.---*I -Il-.I- *.*-*-Ill--1 (11 2 3 Â§ 0: 1 11_ - - I ....1-lill ...Ill...- ----Ill-Il- -I./--..I- 1 1 &123 %EST -_St DE_-EL EVAU#N- â€žS,WÂ¥,4 InOH1*M 9,9 101 : 221-2,690 13.rOW. COPYRIGHT 1993 All Rights Reserved Paul B. Saunders-Design 03 '>ped sals3 228Â£ x08.Od ~ 9213=Nfyâ‚¬ A VA "*Y. 8209-985 (COE) 7JO 6514-989 *se, 11 11 11 1 ~7Â£ in * @ND ovw SCHEDULE t:= i .Z â€¢0 i.?i 26 j _ -* L 5 0 , 0= Z/ NOMINAL ~AOUGH OPEN'G GLAZING .f, H. vi H. TYPE ELF. EXTE'!24 012.~ FIN 1241 ALUM CLAD -COLOgax/H I TE- S ZE gTY TYPE MFG. CAT. NO. TOT.REMARKS .:6'i ~~ 04 3 2 , 1 f; 1 : ti 6Â° >4 34 - 1 CLAO CASENIERFTIOX PELLA PRO LINE PCC 2541=3 . 7, 5 02 A--- "iN SU LISMFELD #' 1-owl-, abol# GAS izi,-.7 ' (sck.Eous) -. 6 ' .. am - C GO 11 xop< 1-1 11 FCC 2559- 3 .,4 5 11 721' If ~ ' 1, ir 22.2 . /1 .:20 93 LE-.- I. -- --0=4 -6 60 I2 + 1 It -TRANISOM* |1 |i Fec ,Â·7214-1 6 L ~13/4 0 1 2 VE 6.0 *ALTE-ANATE: CIRCLE REAO PCH 25 CCS L. 3 0 >< 30 * 2 11 SLIDINC** 0 11 Â·pjW 3636 8'.01' 2 '- 11 /2. B 1, -' 1, 1, 11 9.0 -*ACIER.NIATE : 7=1,><EO Ff'Gh/IE 303 OCC C SCE-EEL) 4<SL)[DEÂ© 7' x 49 1 11 CASE HEIJT XOP< 11 11 PCC 2953-3 7 L 3!02' 4% s Ze n fl I I u ill Â£ 3.7 ( SCREEK)) 25 * 46 1 11 CASEMENT LH 11 n Poc 2953 Z. 1- 5 72 1 1 411502'l IL Il p irÂ·TEMPEE.. *"7 0 I - e.5 x 36 1 H CASE MINT AH N 11 PCO 294 I k L e R " 5% 502" M U 11 11 5.7 .U 4,0 % 50 2, - 11 645EvIENT >0< ic 0 -rce Z.957-2 21- '.10 92" 4-1- 10*11 n H 11 11 33.-6 - u TDTI-4 L-2-7-2 125.0 1 ~ -1 :Z - -I- I" -1 C ---I -.. 16% i . -|0 061 0 d co '-0 -2 0 1 1 - .. 11% 0 1 11 1 - OW = - 13 DOOR SCHEDULE . .A B 00 m.g Â§ ~SYM NOMINAL_ 1 - GLAZING .- 1 4 . iii & 4 0 w~IZE '.TY TYPE MATERIAL THK HARC)\A/ARE TOI: REMARKS 00 H TYPE IELE M 3 ' 4 6.8 1 ENTT* 9/SI DE LITE /1250<43,1.455 01 REFL 1*411 ENTIKy- J<Ey DEADeÂ£>LZE- - 1386 -T-6.6/1Â¥>CUL r - 7 ---- ~ g VE/EATHER-STR-/ P 0- 6 0.62 1 FELLA CLAD PATIDSLICÂ¥. WOOD/A LUM CLAD /3/4'1 THUH-5 LOCK/FOOTEOCT - PINSUL-SUIELD'10ul-E/ARBON<>AS 40 1-EMPE-K- GLASS /SCREEN PCS 9<08/ KO L 0) 0 60 4 68 I H U U Il Il Il If 13/41< 11 It 11 -le --- - -Ii =--- --IL 11 -14 20.0 ... 1-1-0-- 11 11 PC.5 7251 KO | RATEP SWI KIC. 501-ID CDRâ‚¬ 115" PAS.54 c,a l*/ KEY/77~JMB Ux-|1 --. .. ~ . .._ . ....M=_-_. _,46rratiATIC- CLOSE'2-- WEATHER_STRIP C J 6 PANEL- SWING -7 1 NE 13'~" LE.VE.Z WAKIPLE/kluMB LoCK - m 50 -X 66 2 SE.T15 3 PANEL 31 -FOLD~4Â·L~ - pl NE j *0" PULL<WCS-TDF-TRIACI<.1 fi--T. 2 ----- - . --- -- -" ~--"~~~- -- -- - -- *- ---1 1- ITIVE--LZE ..ft.7.7 ---- 0 -- 40 ---4 -4, 8-- -- 12â‚¬T H 11 - 11 U (21-) - U -- --- u ,I If p 30_ x 68. 25ETS * 0 11 It 11 (il.~ H W - H 166 K 70 1 4 SECT. ROLL- Up PANEL/METAL 11 j'RA;Â«1012.'~ELECZE OPâ‚¬IU-TOA-* -3- . ~ _.lf.- - _SHALL- MEET 2 L 3 25 93 SA Ferr STA kÂ©AKED -1 ./- 1-0-r, L 198Â» Elf.770 OF |,670 SF LIVIk>C.AR-Â£4 m a A N WINDOW AND DOOR GENERAL NOTES 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 D 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. | - U infiltration standards. All bathrooms, water closet compartments, laundry rooms t8. Sliding glass doors and windows less than 16 feet above -Â· and similar rooms shall be provided with natural vent- i ground or within access of the public shall be capable 5 01 0 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 2 9 Z= 1 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. 1----in-:r:Â· r..v: . -Â·- - 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 440 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 240 clear height. 5/8 inch. -1 - --- 12 1 1 0 71 m 0 0 G P jed saisa 229Â£ xog'Od j~d 69Zt-989'S@J 13)rowd FOUNDATION: .1 1 2 0 3 WZ .0 #40 bars @ 12" oc each way. ~ Concrete pads 24" square or larger to have . 3 0= ! 1 i i : g ..j= 02 All continuous concrete footings to be ~ -3- 6 E- 16" wide x 8" deep for one story Â·c . 0 r-2 4 ti ,20" wide x 10" deep for two story (U.N.O.) (12: 62 with (2) #40 cont. reinforcing bars ..23 SE Â£O:1#v ZZ 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 :l' to be 31" min thick 3000# concrete with 6 x 6 - #10 wire mesh over 2" of clean sand placed on 6, mil plastic Â·membrane lapped 12" .J c -D al 611 A - 45: 0" 15'-0,1 15'-09 15 Lotl t s: ov . I . 4 4 1 h A 03 00 7 V (0 Â»31 11 . .. ' k 1 0 1 4271'STEVE . ,; ACCESs --2-337 2- 0 - 4 LEVELABOVE u QD, 3 -, 4 00= FLE Of 5015. 1 1 P :1 '/ 1 r. 61 / _ =a 1 3 022 1 li , 11 1 N 4= -. 1 ! !1 1 6/d->15~- / bit 4) COK)(L, FyvIL=- 4) 02-wc--PA D. 0 rY 11 29Â« 4, G \94 I~ 43/301' Sq %12'; C>EEE. , 2\/9, I 49/3 0 "se.x.-129-paa r C z z 091 E g 91*ye 2.4 c 211871xy â‚¬:2~ 1 4/ 9/#40 CD 12110â€¢C. EA.WAY V I -t 58g N G -11 1 0â‚¬~ 01- -3 VZ"COKICKETE SLA--22 /4 ~ ~ -:1 94,7.-11/25 /FLOOK JOIDTCE?llk,r-3 ~ ~r 3/& >< c y' o \A/11<:E. MESH.- . ~1 (A LT-COJATE : 120/ 18 FL.01U ST<pl C."D. fi~ = a o am 0 - 10 - 'Al 14 GTE :-62 - - 2 i -- Â£ i O I W ADP CONCKETE --SLAE> j v -1 1 C x NS RECRUI'KED FOTKLI & 1 - If I 49 NATUR.6.- c=,NE, H 01:K} Zi- 2 = 3 - ~ 4 4 / - FOTUED All-f- UNJIT-(FAW) ~~ I m CY) 2! 2 4 - I 1 ' G SIT-0 1. /-- 1 0 5 1 .-- LEVEL ABOVE 1 k - 0 ~| FLOO[L..31-AB 1 4 m 1 1 7 , -1 -*7*3.--+*-<ZZ--L+A~2<~0*2=92>-=-9~~>CL-=>5---7'*el-*--7>-=Cze#/--9,--<t-Â«--'6â‚¬<4 - ' -- L 1 0 1- - 1 3 4/ 4 Â» 1 4/ 1. . .. I a m . U' . ' a C CRAWL SPACE _27 6 k -41 Et 02 6, M '~~22-T~ OVE[ZL_ -7 8/ 1- 9 â‚¬ 2 C LA = liA =3 w M - 1% 9 3 \W m 1 e -1 2 1 - .1 Â· Â« 2 HITInal 1 043 U 022 I wel 1 -. / 0 . 0. 2 0 -Il- 1 36Lon 6 2 G b ~214\ . 21 ) SI _FIRST-FLOOR__FRAMING f_FOUNDATION PLAN **1 =1709 NI -' GI; 9:g=-1 228Â£ *08.O'd 6SZP-989 .Sa J 49010,rowd 41--- 4 . . WIND LOAD = 100 MPH Brace walls with t" plywood :3 -- as shown on plans with Kl FLOOR LOADS : 1 1 ' ; 2 2 1 Live Load 50.0 1,; 4 1 .. . I k â€¢ 3 os 12 1 Let-in Simpson metal brace 3/4" Plywood 2.0 5 C c ... ZL Flooring 2.0 - ,1 =2 n --, 1 ~5 ' for wall lengths over 25 ft. Joists 2.0 ./0. fe .... 2 --% 42=xrÂ»N Tie each rafter and truss to Gypsum Board 2.0 .- b - -- Fl bearing plate with Simpson Total LL+DL= 58.OPSF Â»t.- . , I 2,- QO 31 ~C=>d><240- Hurricane strap H2.5 .... = 1 .!37 =E NOTE: Contractor is respons- DECK & BALCONY LOADS: 2-2'. r. 12 4 34(0" r ible for all temporary brac- Live load 60.0 t<L 11 > 11 ing and tie downs for wind -2x Wood Decking 7.0 1 Z-0 4- 1. 11 -0 1 , conditions during construct. Joists , 2.0 1 Total LL+DL= 69.OPSF Â¥ FLOOR SHEATHING: 12 12 ~ 3/4" CDX T&G plywood ROOF LOADS: APA rated Sturd-I-Floor Live Load (snow) 40.0 5~ jÂ«J |5 exposure 1 -PS 1 83 23/32 Roofing (shakes) 5.0 11 U) - 1 i - 2--- .l 4-\- - Construction glue at joists Rafters 2.0 ////1 // -CE> /~C~X ~BE,$*4Or OSB equiva-~ent) 5/8 " Plywood 2.0 \415/ Â·.,Nail:8d @ 6"oc qdges Gypsum Board 2.0 -JC / 111 4 ._: 1 8d: 0 12"oc field -Â·... Total LL+DL= 51.OPSF Â·Â· 2- to'~ 2,;2 '. 011 â‚¬0 >1 2, 1 L zip' 34-1 1]ROOF SHEATHING: Note: Design trusses for -4 0 110 - 60 PPSF Loading ./. :5/8" Plywood'APA rated . Exp..1 -PS 1, 83 24/16 < Nail:Bd-@ 6"oc edges -I 3 5 ! 1 8d'a 12"oc Field O-0 8- j 1 SHEAR WALL SHEATHING: i il ~ 2,~ 9 11 1 APA Struct II plywood - Nail:8d @ 6"oc edges 10, H,- OJ 8d @ 12"oc field _ \ U J. b d 1- 1 E2 3 , \ 1 1 1. ,(2) 24 25 HDR- - i c 21 21 9 w rfÂ¢_f / ~ . C 2.)2Jus , m t I. * QI G , '1 - ..1 0 . ,- a. 0 0 1 1 6-41.44 6 44,9 +2.26 . 11 - 1 1 'W , f \ ' . . 9 0 1 I 1 % 0, OLLI 5 - \ / 1 . . 13 \ 1 j, 1 W CD. / 03) PRE- ENG/MI Fe--@ mu5525 024 0-c- ~| / 1 . 1 Mi 1 'A .1- 7---tÂ·(21 ) 4usng @ 240~ c.- ~1Â·Â·Â·Â·~1 Â· 0 / 1 0 1-i 1 1 1 Sk d - 1 l/ffil 1 i E--*. \ 1 . 11 . 3 6 161 1 - -4.-1 P . . 1 1 1 ..... 1 1 i e - 1 1 ' '1 ': ~/ 1 0 , 11 - - ./ 11 1 . . ; , 1 . 1 2.0 k 1 1 1 4 9 il 1 , 1 11 1 ' r - 1 1 /â€¢1 , 1 ! I -L O~H, 3 , 41/ , -M pi, in o f c fe) 3+ {3,&1<, 1 : ' 1 G- - 1 .7 - -- 1--a-- t- -*--- .-- *. . w y--1 0 --. 'F) 0 ' . 1 J p J N I 8, o to ! f : 1 , . 50 , 7 / 4 V ., A O J n> 1.' -1 -i, . , 1 '- .\ ' 6 -XII- Â£ M 02;,0,0.,N:OW:*- -7 i -0 ---. . 1 1 - 1 "i f F t ' 21 E t_ 1 1 (0 0 If) 5 Â¥ 1 .6 . 1 - 1 1 1 1 1 A ,â‚¬ h - 4/ 9 1 1 ./t el W i Z~I i_' IiÂ· ' 0 1 L UE -I. Ac<85 | , b -1 ~Â· 4 LI El ' ' . 1 --tr-' F 2 1 ' -4,. , 4=7711 N C / , 1 - 1 1 1-Â·~ 1 ' J ~ F-~ 2><4, R.AF~ETO ~ 'V 4 10 -f / ' - 1~ '1 1 i - 0 t . i 't , '_Z , Rk 'f , 1 1 1-:.1 2.-,11.- 1 "V' 3-|'FCâ€¢*,4-4 '~ f + dÂ·' .â€¢ r.'47â€¢1{;16* ~ ~~ ~/ 0 -Tyf ~ -2 / .1 ..,A , li f f(Â£51344,ix,|*IMICIKOLA~E_.2 ~---~-- 1 54'jx5;4 N PA~UÂ».1 2 4/ L=18'-Coli \ - X <0 i 28'~ J ----*-.1.-*Il---Ill.----I...-I.*.../. 1 +2/ I , J2g -13 -0 4 ~f (2) 2% 5 +IAL Il m 6 4 - - '40 2*4 STups .31 10 WIG-'4 qi 2 34 570 75 8 LI"1-11 64- - EXTERIOR STUD WALLS: 1* 1/ K / 7 (PO NOT GO TO \ 4 6 J <TorOP FLATE (Pali . All studs px 4 @ 16"oc (U.N.0.) , 11 1 Ll / /f' - Solid block all studs over 8 feet. , INTERIOR STUD WALLS: N - o r. , 0 All studs Zx4@ 16"oc (U.N.0.) 1 1 I 1 2 3 Solid block all studs over 8 feet. - W Toe OF PLATED-(~ 9-1 h ID 11 J R: v IN 1 ENLESS NOTED Or-HUR>VISE - Al ' FAI At plumbing wall use 2 x 6@16 "oc=23*Z>ZDZ. (U.N.0 ) D.own a . I.0 -1 3 1 .- - AIR BARRIER: N Wrap all exterior sheathing with "TYVEK" air barrier before installing doors and / i: i -;zr a bk 61 -i -I windows. in Â·, 1 - Z U , . 11 1 1 , w 5*-, INSULATION: '(2) 2% 8 +Ip'2- f LGABLâ‚¬ END TRL155 ( 2) 2.*G .0 O - OÂ® a Roof and ceiling R30 minimum 1 1 Ext. walls R13 minimum . 9 I -I Over unheated garage Rl 9 , ~ RIC>GE , Foundation-crawlspace R10 min. .0/ 1- ROOF FRAMING__PLAN_ _ _ ' 1 .... 3 1 stes ~j FOCLÂ·E