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Home My WebLink AboutARCHIVE 724 BIRDIE LN Building Records Prior to Community Core 2018Entry ID: 104856 Name: ARCHIVE 724 BIRDIE LN Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\MOUNTAIN GOLF VILLAS OF ESTES PARK CONDOS\724 BIRDIE LN\Building 104856 TOWN OF ESTES PARK BUILDING DEPARTME /7 0*% ~;Sk.~_ iff-2.6-~44*W<~~Tiu#,4,33~ ~4ytit/4 / ' Ahti ljJ,~ Â·-,Â· =-4. Â»52>U%, A'*ta lmEn. F Vi 1*' ;,0.4 0 25< *..}16,0.-#. -----L-.-'-?1.--kiral/:AN?14, - 8, iâ€ž~ -9--/7- ~S*f-19.9 3~~~*,73*Ni~mber: 1983 C i ~P- . 2%20 99~-h'e; 0 'â€¢. CERTIFICATE OF OCCUPANCY I 1 This is to certify that the Use: Single Family Detached Condo Owner: Martin Exploration ERECTED On Lot No. 16 Block No. 2 Addition Bonnie Brae Subdivision Building Address 724 Birdie Lane Owner Mailing Address 8690 Wolff Court. Suite 200, Westminster. CO 80030 Designer Paul Saunders Design Contractor John Haley General Contractor Building Permit No. 6485 Type Construction V-N Occ. Gr. R-3 Zoning R-M has been inspected and the following occupancy thereof is hereby authorized: Maximum Allowable Floor Loads, Occupancies Lbs. Per Sq. Ft. Basement -- N/A 1# Floor R-3 40 2# Floor - N/A 6-30-99 Date 2012 74>54-4 Building Ikpector If Commercial: Post in a conspicuous place. (970) 586-5331 â€¢ RO. BOX 1200 â€¢ 170 MAC GREGOR AVENUE â€¢ ESTES PARK, CO 80517 â€¢ FAX (970) 586-0249 TOWN Of ESTES PARK 4 .4 99.j Building Department NE 8485 Lf<94*y#fft , 4- ...%131'./-4420.--E ... Tri,103(Try...b,Â¥gc.9,#&9-- . -* Fi, ri. 5/1 94*Flf//t(%2,2-4-7Â»- J_f NOV 3 0 1998 IN* BUILDING PERMIT I g ~ b 3/94 Date lrWN 01. "ai.= *. -72 4 8/RD#E LANE BUILDING ADDRESS Legal Description Â£07 /5 8 Lock -2. , 1IS 070 Valuation / BoWN,E 304â‚¬ 4 Building Permit , 17 87. Sa & Plan Review ' A A/Â¢,4-ir,< ae. 3 7 3.78 B/AR-1-IN E XPLGRATION Other 7-,1 K NAME 5 . ao 2470 W o L f F Cr. 1 v,7â‚¬ 2 00 Cenificate of Occupancy MAILING ADDRESS LUE-Â£7- mt N= 02=AK. , <to. *0030 4 2 PHONE NUMBER 63,7 3 ) 430- '547 Total 1 44.5/ NAME -ETDHV H ALEY 6 F 0 24 A L C o e TÂ« ActoR_ ADDRESS /~-/99/ WCK *9 40.04*v,0.-r- , co 8654 9 PHONE NUMBER (30 3) 774 - 9200 XI L TOWN LICENSE NO. 6 7 4 C NAME ST E W 4 R T E L E C-TA, 1 Arci-<DesignerEngineer 0 N Name 7 Auc. C A UNDEÂ« 4 - bEE = 144 ADDRESS _ R TOWN LICENSE NO. 800 Address P C NAME d 4 & 2 J o A 7~ 4 00â€¢1 8/ /V 6 1 14Â¥- AT Phone Number 584 - 60Â·22 S g /. Â· 1 -2. st LO U N ZONING INFORMATION M T ADDRESS B. R. Zoning District ~ - Al BUREAU OF THE CENSUS ITEM # toi TOWN LICENSE NO. 477- Front Yard Setback Type of Construction 1 FR, 11 FR, Il 1-Hr., Side Yard Setback 81 N. m 1-Hr. 111 N, IV HT, 7-1Â« END Occupancy Group A, B, E, F, H, 1, M, C: R.; S, U Rear Yard Setback Divt:idn 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 ot Building J-/ r.,0/sc,E- p..râ€¢,a /9, 02-7>le#FO SNAL'â€¢1, By Â»- Date /1- 30 - 78 1 hereby acknowledge that I have read this application and state that Floor Area Basement CLe,14,4 1st/$/0 2nd Garage 9 9 5- 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 Â¢ C Height 22. Maximum Occupancy ~- Number ot Families ONE Permittee M-t p.66Lr Uict Ri Number of Baths ,& -6 ~1Full Size of Lots 4.9 AM. By Â»L. P - 4 LQ-<5- ' Number of Buildings Number of Floors ~ No. Bedrooms 3 Now on Lot Building Inspector Use of Buildings Now on Lot By The Building Department will make every effort to prevent errors in Certificate of Occupancy Number (- /Â· # (983 6-30 -99 10â‚¬ your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. ./1.Le:'I o mr- m r mor--CC] CO mz*O f- - -. , N()T ES HEAT (:AL(:S INDEX , NOTICE OF INTENT: These blueprinted'drawings take precedence HOURLY HEAT LOSS . Al INDEX, SITE PLAN, CALCE> d NOTES i.:4 over any other instructions,and the Building Dept. stamped DESIGN TEMPERATURE DIFFERENCE - . 3 Z. I Approved Set shall become the Construction Set and maintained /0, All Condition. Othâ€¢r Thin thi Follo...ir, 7O0F - (-3 O) OF - 47.1 : 1 1 Q O OF I 42 t< Al N F- 1-Â£PC) R FL.,1 thi . : r , .1. -- ~ at the construction site. The data on the drawings take pre- Tow lion, Fo,m 1 - Â· Â· ' tx 3 FK O OF PLA,H i... - I L '. [- cedence over individual notes or dimensions. Written dimen- ' For Iniulited Fkx, 0- Vented Unhuled Spâ€¢câ€¢ .,.. , I :I I Linâ€¢ 1 + 2. .- arw: 2 ___ SQ Â°F 4- 1 1 ZE sions take precedence over scaled dimensions. (General Notes . not applicable to this project should be disregarded). Fo, Uninâ€¢ul-d Floor ove, Venied Unhâ€¢ned Sp.ce..... Li. 2 - SIF ... BT-, 3 9 5 - __ _ of /\ 4 FRECD KI T *- 1:g EA K E LE VAi l CD hi ~ .; : , 2 : 41:. 00 In the event of any dispute as to project requirements, error 1 CONDUCTIVE HEAT LOSS Â· A 5 SIDE E Lâ‚¬.PA--1-6 Ck .12: ez U fiorn Foim Fâ€¢/mtn, ATw in the work, or failure to satisfy any contract of which the k. 31Â·23 32 A... nzo, 1,0, 4 1,0,n F a Ct of 4 om liorn drawing set is included, both parties agree to arbitration O..c,le,k,n Of A,wr.,Dly Ling, A. 11 T..1. 4.1 Tatte 3-6 .604 AG \A/I NDONÂ« 2 DOORÂ«SCH EDULÂ·E by a third party mutually acceptable. G1. ing I 1 . Blu/h, 1 .. 4 I 1 - . SURVEYS AND INVESTIGATIONS: The Contractor or Builder shall W.It'I 1 N - verify all grades, dimensions, set backs, sideyard set backs - - ' El FOUNDATION! 8 F- 1 -FKST- F-LOCM. F-RAMING PLAN 1 ' 1 I - and easements at the job site before starting work. When . I I I . deemed necessary by the Designer, Engineer or Builder, solls Â· 62 -400 F- Eff.4 M I 41(3 FLA N E I N . and geological tests, dimensional, topographic surveys and 22 -1 d underground utilities location or design shall be made by a Â· Câ€¢â€¢ling/Roof , I . . . . 0 Licensed person and pail for by the owner before start of the Fk- â€¢ I . - drawings or construction. If not so done, the owner shall in- , ) ( 10Â·) PR o v.,0 e .Â· s.,-Auctuk 4 C re< r/O/â€¢/ I .=2 I . . . demnify and hold blameless the Designer or Engineer from any -1 C AN, I â€¢ ' - and all liability for damage arising from failures, settle- ' I / 1 - ments, faults, deteriorations, surface or subsurface encroach 0 ments of water of land or sea, or any other conditions which ~ ~ -- > IL could have been averted by design, based upon the information , St,blow 4 Blu/h, MOUNTAIN GOLF VILLAS OF ESTES PARK . 1 4 the above services could have provided. . INFLITRATION (Entm 0 on Line 5 il th-0 4 pos,t,â€¢. .intit.tion) ~ PERMITS: The Contractor or Builder shall obtain and pay for all permits necessary for the work, including Plan-Check fee . 42 . c' 1 ' 2- i Li" it 4' -18 11 1 - 4/ . o F- S ' - -44 ' except that each Subcontractor shall obtain and pay for the " G.0.,Ft- A," W.,9,11.4 I hom Tamil.7 AT- born LI- 1 permit coveting his work. If additions or corrections are Câ€¢111., Mâ€¢,9.t \ 4-0 - -6 -0.F- \ OEUP required by these applications, the Designer or Engineer is J VENTILATIONÂ· (Ent, 0 on Line 6 .1 the,e ;,no poil,viven,il.lion) 00 . 1. 0 2, 8 Â· to be notified and additions or corrections shall be made as . hi/mini required under their fee I Â· V..4,â€¢,anonâ€¢â€¢leÂ¢,on, Ar- /,/m L,rnâ€¢ 1 C.,lculation. \*\ . 041 . k /9/ INSURANCE: The owner or Contractor shall carry any public Subtor.1 7 Biu/,v -Tr- 1 \ A- '- Z-40 liability insurance necessary for the protection of the pro- DUCT HEAT LOSS (Ent- 0 on L... e il therÂ¢ â€¢,1 .0 C.cli) 0% f ./-9 ,- ' 1 /.9 5 -- . 16 = 6. -1 ject and provide Workmanis Compensation insurance as required ' 0.1 5 m Line 1 - 8 1 by law. The owner shall carry adequate fire insurance and , ~ ~~ \ 6/'n.13~ .3 - 1/ ..1 v.j~ v e-E< .(0 Builderls Risk during construction and be responsible for all TOTAL .Cline 7.81 qn 9 : , ~ \@ r.>la) v A 11 .1 0 (D 8,u/h, . tr: r- 0/9 r< ' \ Â·9 damage due to vandalism until notice of completion Â· ~ ii- .~0~JILÂ·-04 1.46 1- 1 ANNUAL HEAT LOSS ' ~~ '~Ule-f e. 6) e â‚¬9,. ..2.--2,-51~~16 z *~~~ ..a) 73 Â· SUPERVISION: Supervi8ion by the Designer or Engineer is not -v. - Â·* Â· :39 0 Â· â€¢ included as part of the contract under which these drawings Â· are provided. The owner or Contractor may call upon the Â· li~f â‚¬F~ JH F.17~'M.~7~l.~ rÂ·' I '-1 r'--1 L 3 1 Zi (LLI J 7970 oFÂ·div/vf i . 8 tu/tv n I.C)<D . 24 hild.y ' Â· Designer for interpretation of the drawings. 0 "Ddlforn Appâ€¢not. C HUR# Mut Loâ€¢â€¢ . . C "oen fiom LIli , T,DIâ€¢ 3-1 81 u/YT r) 1 ..,. 1 ..,1 1 -0; 10-" 1 1 ==.1 1 *' â€¢1 - 1:; .1 [:~ 1,2J L-1 / - Ch 10 AT. 1,Orn GENERAL NOTES LIn. 1 . . le -4 00 --rie- @ 437~6-Ch Â® 6-4--~ 1 00 OF j?15, L-CJ L>J L.-r~-t= l--c' 1. Drawings: Do not scale - use written dimensions. The set of drawings stamped approved by the buildingdepartment shall be the construction drawings and shall be maintained at the construction site. SITE PLAN ~ 2. Permits: The contractor shall obtain all permits required and each Â· Â· Â· 1 1 subcontractor shall obtainand pay for the permitcoveringhis work. C 5 -24*12*31:-Id- 1Â·erit-Â· I...i.41 I ' g*teÂ·l~Â¢-ty?ra'Â·1 Â·t>--21Â·-:-3*-1 . . 01 8 3. Codes: All materials and wÂ·orkmanship shall conform to the latest edition Â·,-co uniformbuildingcode (I.C.B.0.) and all requirements of regulatory agencies .tÂ·>-1-l r.Â·ZE ,Â»:.1'ry Â· 1 -c .Â·rÂ·~: Â»1 + 41 0 having authority over any portion of the work. .. 0 0 4. Utility Services: The contractor shall determine the location of utility - services in the area to be excavated prior tocommencement of excavation. .Â·'=0 -. Â· .: =giÂ».12.. r. . 1 0 5. Detached Structures: Design and constructionof retaining walls, screens, -. -./ .. . swimming pools, spas, etc., shall be under separate permit. 9- I .:.. 11 1 6. Grading: All surface water shall drain away from building and to street. -2-- 2 Ki /- 2.1 . 1 N r, 1 -. A Li. C CD j -- 7. Structural Integrity: No pipes, ducts, sleeves, chases, etc. shall be placed 4/42/ye.-:=T \ 1 in slabs, beams or walls unless shown or noted on the drawings, I J . 3 .--9 - 2 15722-AP:-7.â‚¬Jâ‚¬m ,-42.'7=3 :, ' 1 i.-Â·Â· I ...I I - ti m 8. Ooe-hour Fire Resistive Construction: To be provided at walls and ceilings - Â· t) o f Garage (M-1 occupancy) where abutting Residence (R-1 occupancy). .\ , 1 . , Door(s) connecting occupancies to be one-hour fire resistive and f itted with V) a sel f closer. The walls and soffits of enclosed, usable spaceunder interior stairs shall be protected, on the enclosed side, with 5/8" Type "X" gypsurn Â· ~ - 1 - -L'--- *-- 1 board, fire taped. - \ 43-- /9. Fire Stops: Shall be installed at the following locations: 0 \ --- 1 4 f- 9.1 In concealed spaces of stud walls and partitions, furred spacesat Ir- r. ' ceilings and floors and at 10 foot intervalsalong the length of the Q I --- - \J wall. ENV-1 .BIOMIE-: 9.2 At all interconnectionsbetweenconcealed, vertical and horizontal Â· 1 2 1 spaces such as soffits, dropped and coved ceilings. P-~ 1 - M Vt ---- 1 9.3 In concealed spaces between stair stringers at the top and bottom of --- --- 2 B run and between studs along the inclinewith the runofstairs if the / \ ' / 9 N L walls under the stairs are unfinished, 5 0 4 1.1 - - f 1 1 f 2 . 1 9.4 In openings around vents, pipes, ducts, chimneys, fireplaces and similar ~ ~ '~ ~ ~.= 1 1 b ---1 4 1- M openings which afford a passage for fire at ceilings and floor levels of 0 1 21 82 It - combustible materials. On 042 rd (2) 0. .... 1-\DE 20 2@ . A b .. ~ EX 10. Cbimneys: Shall be provided with spark arrestors which will permit the , N /_' D / passage of objects no larger than 1/2" or smaller than 3/8,1. - ~ \ ./1 Et f. h 1 - U_ .- . eis 2 1 -U#-11) - 11. Smoke Detectors: Comply with BuildingCode S1210(8) regarding fire Â· , 4 v % 13... l -- . 0 11 J W warning system smoke detectors. rs .A OLDf,9 11 ---- Â· Â· - 12. Roof: Roof coverings snall be; L I t . -A A " TAN!<O HErilikeÂ·{2 11 .gl 4 roof assembly as specified in Building Code S3203(e). A 3 2 Al ./2 W Q . n:a 5 1 11.Â§ 0 . 0.,2 13. Vents and AccesseM: See plumbing note for tub access, provide 22" x JO" . \ U a ' covered attic access opening as indicated on plans. Provide similar sized , 4 screened access to areas under building if requiredbydesign. Foundation . Â· - el=fimft'*'Â»24*.ady. 59 47=...4 ~..-~- I nte-râ‚¬ . screenedvents tobe 2 sq. ft. inarea per 20 feet of exterior wall, except ~ ~ ~ ~ ~ ~~ ~ 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. 04 Nolls,W O/51 8209-999 (COE) 110 69Zt'-989 .SeJ 00 'MJed sals3 flil ; O iull Z 0 Zi 2% CE ./3 52 0 0 1 478 L41 - J .11 k Â·92' 1 -1 - Ch - .IE E 1.0.0~Ii--raie"..11.jeil 9-1,2,.11.lil.â€ž,d 1111 2,1.41 crl-- 611 - O 4.- ?: 5(&'911 I U 6 5& Glg 7 5 1-6.1,11 1 - .1, d:.1,4.11 > 1â‚¬ 0 I 1 ' 16â‚¬ â‚¬ 2 -5104 .1, ' 041315 7-5* .1 0 tz 1 1-4 1 Â·5 40 1 9 4,4. . 10 ,. OE to '0 4 r- I . ' ' Â·,4 T 1 4 112 -1.- -1 1 7 1 L*'Li 1 R[Â® , I Gdo = =7 /4 - f.,1 -/,1,1 i--- -- ----T OZ t 4 11 N .1 ----9.-- .==r==, U ) E-zo T 3 414,6 19 6692=rl -/ 0 ALS ge:F=(1 0 -4 1 + 4 A 14 i .1 41 < 1 142 - .m 1 2â‚¬=Afa 4*K P. 60.04 - 4 , 0. - .. 4-2 f'GÂ®c Â·euÂ»8 41/ L 191 Kiat AFEA . '9-e r -,1 L=F ..- ; 1 ZE JE j' â€¢:*FA':hE- WALLS 4 41,-6~ 2 ~0 , , ---4 -TA 0 1 Â£21111012 Tc> v-1 *5 I Z.O% -3= Mi< Di _ -_ 4 .. 0 .li =mil \ FE:4'. 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P. 1 .01 â€¢)!A,â€¢, 10 SV11 IA .rex= â€ž 01 8.01,9 COPYRIGHT 1993 All 66Zt'-989 .Sal ~ ( 133row .Z I0 0 0 - 0 ' Z . --2 i; i - 11 0 2 : - 4::. ./21 - 2 - .3 i ..6. , -- U)1 UT Ft = -1/2 Of e . at{ #REErri m 111.'' 111 -0 m r--1 111.' lili A lilli 43 m 0 N =18 1 X O . 023 0- M :to 1 1 1 - , ,-. ---4- MP ~ 1- Ill--- - - '- -1- -..--- 0-.-.--..-.0 -.-.- ------- 1 --f P.-* -- 2: 0 C -ROUTH REAR ELEVATION OLLI N 01 .4 U) In 14 C 00 01 3 It) 2 . 0 lf] L (1) v C J 12 0 5/liu (11 m J m t a . 9121 -- I , 11 0, H, 2-0 0 Ill e.1.k. -1 11~ ' H '' 11 11 1/Â©111 YU -. :11~ 11,1 V . 1 lili /' 1 ' -1 00 1 - 002 oF oF C UTRS ..CO~~~ICECI . lid ~FuSE>li FIN 1514 Glit i=E 1 , 1 0 20 1 0. . 1 _11_ - W Z W .-I..Ill---0 'll-li 1- = a :- 0 (D C fill (fl) r-4 /4 - A - ---.*--JI 0.0.2 A4 I , OÂ§08 00 Â»ed se153 228Â£*08 Od 1,5,Wâ€¢W lmâ€¢11,4 OUNIâ€¢4 O/St 662*-989 se, 133ro.. COPYRIGHT 1993 All Rights Reserved A ONIM C 51.1 . 8209-985 (COE) 7 Jo â‚¬-21-2650 5 2 0 Z : :6, 0'~~ OÂ·Pll OVA L GA g LE 111 : :i:r 2-11 2 ' Il...Ill..*-.il--0--...-...#.I- 4 12 f -1 9 21 11411 1 11<lilli lili- 11./. mi \. 11 5iâ‚¬ r lilli *11 1 !:.5 4 11 '\\ lilli, 0 11 L=2611 123 - OE 11 U 31 Zi6 ! OARA BE I -F 4 m k 41_ - +1_ =-- --- --- i - - -- ------- - - - - ...I-.. - . .- - ,--Ii-- Il----- - -I.I--Il- -I - I- 11 1-0. ..U, EAS.I--_SIDE_ELEVAIIml__ OLLI ~ Â·el , Ul C 0) 111 (1) 0 0 flo 04 If) L . 0 00 ST-- --- 3 m U] . m - 12 .-- --- =, . R. 1 11 I - -I..= m 2-0 /9, .. 4 P.S 0,HÂ· . = Typ. It - Â· 12 1. Ill ' 1.UNILU1111 V N-T 6 0=t x o gr 0- 9 4 I . I - 1--= -1 oilÂ· 3 , 0 1 01 1 - Z 69 5, - 3 2- o I-- ---- Ill- I --- I-- -- I - -I-- Ill -- I-- --- Il--- ruE O - O. a Z - - - - - - - - - -.- 17 - A5 WEST -_SIDE_ELEVATICN_ . F - '8!â€¢IP NOIESIW.'. ino,ul. 01:Mi.. NO1 : 10 65ZD-ges se, 921-2690 21608 03 'M'ed saisg 228Â£ x08Â·0) SNIMV,O 1, 8209-985 (COE) 7 10 133/0. COPYRIGHT 1993 All Rights Reserved B. Saunders-De Dll r/////h~â€¢4/m , - mA//,â€ž,h SY14/1 NOMINAL |ROUGH OPEN'G GLAZING ~ wS ZE H. OrrY TYPE MFG. CAT. NO. TCIT REMARKS \AL H. TYPE aR EXTE.72(012. FIN *241 ALUM CLAID -COLOIK.-WH ITS- CLAD CASEMENT,<ox PELA PROUNE= PCC 2541=3 6'- 34" - -r.-iL541L-u.. '" i N S U LISHTELD 11 LOW.E. -A GON GAS 14-.7 (SCRECKS) 1 7- 1 1 1/6 It If : 11 11 Ir 222 . /1 il xox -1.1 11 FCC 2959- 3 G'- 3 '/Z" I.-...9,/-/--.12-'.*:.':i.- C 6 0 K I 2 + l, TRANSOM* 11 11 Fcc 7214-1 5 1 113%4 11 2 Q It - It 11 11 6,0 *ALTE-2.NATE: CIRCLE H-EAO PCH 25 CC.3 - . t - --- 0 3 0 >< 30 * 2 D inxeD 11 11 PSW 3636 3'. Od 21 11 Ye-~ Ill ' li U H 9.0 -*AOER.NATI: -FI><EC) 'FrOME 3c3 OCC C SCLEEL> 4SUCEÂ© 70 x 40- 1 1, CASE HEAJr X ob it H PCC 2953-3 7 2 3 1/2 R An LFÂ» 11 11 1 11 li 257 * ( SCCEEK)) 40 X 2 6 11 A WN I AAS, 11 11 709 2953 21- spall A<J-754421 Il i } i ,-,rEHPEK_ ~'t~' G 26 x 30 1 11 CASE MENT RH il H PCO 2941 a 1 6 92 11 Il I. it Â· 11 0 761Â«. 6-9 N 50 * 40 2 - 11 645[VIEWT >0< 1{ il rce 27SF- 2 21 '-10 !*" -+4141&11 11 11 11 33;6 11 I 77,7/4 ll- --- 125.0 11 1 1 1 1 - W -- - - SYM NOMINAL_ GLAZING ' SIZE URTY TYPE MATERIAL THI~ HARDWARE TOI REMARKS O W H TYPE aR 30 4 05 1 ENT~R* 4/51 PE UTE Fle>EKBIASS Olt-~451711-2 1341' ENT"Ry- ME>'PEAD 2Â£>t-7 - 031.- -TE.6/1Â¥>Â£.12- .- - 7 - --5 :-MUEATHER-27R./ P 51. 6 0 26,2 1 FELLA CLAD PATID SU Z WOOD~LUM| CUP 13/~'~ THUHS LOCK/FOOTeocr ~-* l'INSUL-SUIELD"LOW-E/ARCSONÂ¢,AS -40 -1-ENIF:'E-Â£ GLASS /SCITâ‚¬EW PCS 96,8/ ><o 3 50 *6 8 1 11 u vii 11 11. It-i 20.0 -.ir -- 11 11 Pc.5 72 5 1 K O | KA'rep SWING 501_ID CoRâ‚¬. .. 116" 1:'A554 66 g/ KEY/TiiUMB Loc-IC -- . L... ..1-==--_ _ALCECZMETiC- CLOSER-- U.)EATHER_ST[Rt F' -5 - 281.-_* Go.. G 6, PANEL- SWING 7 INE. 13/3" LEVER- WANIPLE~*WUMB LOCK - 1 6 5Â°---465 - 2SET5 SPAAJEL- 31-FAE)~41.~ PINE 4. 13/011 PULLKWOB-'TDP/TrEACA: -6-LI. 7.-0-7-*.0.-- - ----- --- - - +------*- - --- ---r -----.-'." --- -- -- ---7 - - 40 --4-u a..3 â€ž 1 5ET 11 -11 4. '1 (/1-j-~ il . .. .. _._ il - - /1 If /1 .. -- 1-1 .- .- 8 3Â° x GS 7- 160 K 70 1 4 SECT. ROLL- up, PANEL/METAL 11 "RA>*1012.1' ELECE OPE-4-rog-4Â¢ - ~-~. "~- -_0.-_ . _SHALLIHEET ML.32.5 93 SAFETC STAKJDARP -roTAL- 1 98.9 21 2.7 70 OF 1,670 SF LIVING ARAA r - - WINDOW AND DOOR GENERAL NOTES 5. All habital rooms within a dwelling unit shall be pro- 4 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 I 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 r---- 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 air shall be fully weatherstripped. of floor area with lit sq. ft. minimum. An alternate to easily removed from the frame. 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 I~ 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---==-:a: ..Â·. - Â·Â·Â·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 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 op/*LAÂ¥ with 20" clear width and 24' clear height. 5/8 inch. 1- Â· FOUNDATION: Concrete pads 24" square or larger to have #40 bars @ 12" oc each way. All continuous concrete footings to be 16" wide x 8" deep for one story 20" wide x 10" deep forÂ·two story (U.N.O.) with (2) #40 cont. reinforcing bars Â· ClAnchor bolts for Pressure Treated sill plates ~to be }"0 x 10" @-*1 oc maximum (U.N.'O.) 12 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" 1 68'6" 1 2/l 611 1 $ 43'0" 1 4,0,4 14,0 " '5'0" + 3104 14 1 . 1 114 4 1 8 00 1 7 9 -% 1 1 f /1 - 4 CCE 5$ .7-- 1 - 11 11 - I Ill di . 3 01 .- 0 1 41 COh}CL. FAD~i--:29 / 43 CONC>_F?Â» D //-30 4 5â‚¬.X.ltbEEP Ar>* 2 <?A,1/8/1(pe"Sc~F* '24\% 97 9#49 2 12" Doc. EA.WAY 9, / S 1- C, p=, , 2 H | / V \41 - -3~~ COWERETE SL-*~22 ~40/ b 922'Tar/2.3 /Fl.OC>Il JOISTE>1 C>,C-D 0 U~/4 >< C F) O \6/ It <f. MESH . c i (ALT[TENATE.5 2)<,1 B FLZURLd STPIC.11&9 = KI CrE:--7 1 21 1 1 1 29: 1 60 ADP Cok)CKETE --SLA e> 09 / - x N S RECRUIRED FOR-- AJATO TUL C=:46 HOR)ZII = it FOR.CED AIR_ UNIi-I-<FAU~ = 0 d- 1 - ~44 (210\ 0.0.-7Â¥ m 4/ ati J J) Â«/ f 14'-- - r =15 - 1 1 8,â‚¬ \ CRA W L 6-PACE-.. 1-- Â· k 1- Â«11 Â£ 64 6 ~Z .) R 0 V'/62 UNbeA- FLae A 7 8/ 1- 1,11111'Elr, 414 r,1 11 -~ 9/ 1/4-1 1 -11'll'll'll = - 6 ,1 tw . m - - -- 7 ~ - 1-f h< 2.14, /O '1 1, f 1 / - - 1 1 3.44 Ze" 7' 8" /-7\ T 221 j _EiRST__FLO_03_ER AMÂ»LG- C__F*UNDATION PLAN ~26<~ IJ 6241ti'71-Ji~~ "Sill ~ ~ h'un<721) 1 W d x w i rl I - 4 ---,9 .. f WIND LOAD = 100 MPH ~ -Z Brace walls with i" plywood .0 ''02: 211 i ~~~~~ ' ' as shown on plans with Kl FLOOR LOADS : Live Load 50.0 ,-E C 00 \Sirr.* 12Â· Â·, ' Let-in Simpson metal brace 3/4" Plywood 2.0. i.11 z- 1 - 1-33:4 15 Flooring 2.0 92 for wall lengths over 25 ft. Joists 2.0 :f:, 55 ~<222:2:~~ ~ Tie each rafter and truss to Gypsum Board 2.0 -322 im bearing plate with Simpson Total LL+DL= 58.OPSF Â« 1 Â¤0 Hurricane strap H2.5 .:2: = ..2, ez 12 , NOTE: Contractor is respons- DECK & BALCONY LOADS : 2,23 12 3-S-'CH' t - I ible for all temporary brac- Live load 60.0 p . ing and tie downs for wind ~2x Wood Decking 7.0 , [ 210 5 1. 11-0 ~/ I conditions during construct. Joists 2.0 Total LL+DL= 69.OPSF FLOOR SHEATHING: 12 120 It 3/4" COX T&G plywood ROOF LOADS: i TJ |5 exposure 1-PS1, 83 23/32 Roofing (shakes) 5.0 APA rated Sturd-I-Floor Live Load (snow) 40.0 M \ 2 < 1 Ma,$*401: OSB equivalent) 5/8" Plywood 2.0 J ... - t)-4 -%- ~4Nail:8d@ 60'oc qdges Gypsum Board 2.0 -1 C Construction glue at joists Rafters 2.0 . L/42 /5Â«/ 12â‚¬> 2 - 5 8d: e 12"oc field . . Total LL+DL= 51.OPSF -1 1 1 1 2,2 L ow - 02. 2 2.1 L 2.~EL" 34-il !.ROOF SH]biTHING: Note: Design trusses for ~ .. 60 PPSF Loading i i Â· ~ I :5/8" Plywood' APA rated U.* 2 Â· , Exp. 1-PS1, 83 24/16 Nail: Bd '@ 6"oc edges -135 8d'A 12"oc Field OER , SHEAR WALL SHEATHING: 1 11 1 APA Struct II plywood Nail:8d @ 6"oc edges O, H, 8d @ 12"oc field ... 1 , zez U. = 1 0, i i.Â· (20) 2*a (.2)21 e kIDI-C-~ ~ . (2)46 N G 1 ' ' 4 ... ' , Ill.-I'll'/7./J- â€¢41: ./IXÂ· . 1 1' t,â€¢;4.,v-*.*flk;,9.11.44; ' r G 1 ZE .03 S - / 21% 0 Olu J 1- f i / I.-.'I- 0 1 1 F 1 1 ~0 - i A ' i i 11 . . . N / , 03) Pluk- ENG /MEG-Â® nu55â‚¬56441-4, 1> \ -- (11)1â„¢Uss'Es (5)6>240.,c:. 0.....~i 1 1 - L , %91 9 , i 1 \ ..1 1 1 , , r 1 \ .....r:#r 4 , -i R 1 1\ ~ 4 --i/ k. 1 11 1 ld -1 1 -1 --1 11 , 1 1 .2 0 k i.. ' 4 01 1 1 0 0- A . 4/Â·----j 4, .- 0 M 1 25 1 1 <fl) 869 13LL?:11<, ' 3 0,H Ct 1 mo ' f ' tr) .14 2-5, ~ ~ 1 V; 1 -Il..#.I .-1---W . -Ilill- 1 - --- ,Â·t t, Â·Â· Â·Â· -:11 '0 '24 lit , i , . 6 41 1 1 &6- Iwo 50 5 : / ' i .1 . e \ :it . Al O i 7 4-I-44' 4 '--I-~H -'~'I I' 'I ,r:i . F.0.,6*.,9 1 1 .r. 23='......31 n- 1, ......1,#"3.-~.'..AL.- f .\ 1 i it*~~IM"'414..),C.Â·:r.Abip.Ur.:Â·1~004 0 I ~ 1 ~, 1 I i ,2-N ' / 0 1 Â· ' -f- - - ' i. 6 ' L 1 ,4 1 , 3 1 - 1 . 2 | 1/ , /5 AÂ«Â£55 1 1 I : . r \ 1 1 4 - A 4 .; 1 / Â·N C / 4 A ' i ' 2*6 rKAF~ERS ~~~ al. U) 1 -, i Ne - f GR- 2411 10. c. . 4 'tmlyf I 0 , 1.5- 1 9 ~ >4 ' QI l Ch , , rf; / 2 ~(23'3411><1176"MICrio'-AM -~..-2 li r .-4. 1 . a . ~ -1..., , 1 .-: VA L= 18' -60 14 54'2574 w PAft,4LLAR 9.: 4,/ , ..1 / U...... i 1 ' ~\ A><4 STUDS L 1 0 1-11(1.,4 . r.0 / 3 2 * 3 3 3 4 na:21 /0 4 - --~\ (2) 2% 8 41*rr-7 0 6 0 *j-' i.* 1 EXTERIOR STUD WALLS: -4 9 f - f~~ 4 8 /frop O P ' 1=Â·L-AT E(g) 8.1 )1 : 1 1 1 1 lu :r All studs 2 x 4 @ 16"oc (U.N. 0. ) I rl] Solid block all studs over 8 feet. A 2 k R k INTERIOR STUD WALLS: A @ 2 z 1 2 - All studs Zx4@ 16"oc (U.N.0.) 2 -- -Â® Toe OF PLATE.5-98 1 111 Solid block all studs over 8 feet. .. 1-1 N LESS NOTED OT-HulÂ©*ISE R . ------ 1 At plumbing wall use 2x6@ 16"oc=23*ZcZZZI C U.N.O) ....... AIR BARRIER: 4~~T , Wrap all exterior sheathing with "TYVEK" - - ~- ' N air barrier before installing doors and i , 9 - 1 *AN-0 windows. / 1.... 1 4 ... 1- 1 7 0 1 w 5 5 Y INSULATION: 1 (2) 2% 8 â€¢22- L GABLâ‚¬ END TRLE 5 ( 2) 2.*G 0 9 5: fi -'40 Roof and ceiling R30 minimum Ext. walls R13 minimum . 9 Over unheated garage Rl 9 ' <RIDGE ' Foundation-crawlspace R10 min. ..i- f ROOF FRAMING-ELAN_ . 8209-989 (COE) 710 ~fe 13/4,4 9721 MJed sals) ZZ8C