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Home My WebLink AboutARCHIVE 700 EAGLE LN Building Records Prior to Community Core 2018....... Entry ID: 104847 Jame: ARCHIVE 700 EAGLE LN Building Records Prior to Community Core :018 iath: \Property Files\Larimer County Properties\Subdivision\MOUNTAIN GOLF /ILLAS OF ESTES PARK CONDOS\700 EAGLE LN\Building 104847 ,+Ii'FF- - 1.:17 1 Â£3.1'ZIâ€¢ 'llr --5â€ž ,- ..71'ER t. . .; - N. 5. i'V + .4 Ate,j.,1 TOWN OF ESTES PARK i 1 BUILDING DEPARTMENT -921:r.AÂ·L YE,5 7 1*431=# -â‚¬3733- 3- . ,- 9. N -3 1 Ap. - Estes Park, Colorado 80517 NR - 1832 NO. CERTIFICATE OF OCCUPANCY This is to certify that the STNCT.12 VAPTLY DETAOHED CONBOATNTEM OWNER: MARTIN EXPLORATION MOT. ERECTED ON Lot No. c Block No. Addition Bonnie Bra. Subdivision Street 700 Eagle Lane Mailing Address 8690 Wolff Ct.. Suite 200 Architect Paul Saunders Desion Contractor John Hal; Building Permit No. : 3 9 9 Zoning D _Ag 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 dc 2nd Floor Roof 2 r 11. 4 .r,> 1 nad MÂ»7 14 loop Date _~79. 4--4,7 . 4%;.4Â·. .. ... Building Inspector P. O. Box 1200 Telephone (303) 586-5331 TOWN OF ESTES PARK Building Department N9 6299 U JAN 121998 _9 . U.M J ~Mll BUILDING PERMIT 1~ 12-PE TOWNOF ESTES AP Date 700 â‚¬ A C. LE LANE BUILDING ADDRESS Legal Description Vu , 1- 3 Block z Boue,â‚¬ 1 1.00 4 7 5 Z<AE Valuation , Building Permit / 9 72 . 22 f & Plan Review < $.AA # M Ir,1 <Â£'. 32 1 45 'f NAME /*/AR 71,4 EX Puk ,-fl-fâ€¢ N Other â‚¬ 00 8290 AJoLFA ST, 44,72.zoo Certificate of Occupancy MAILING ADDRESS wairmâ€¢wt'ye< Ch Be>016 PHONE NUMBER (3031 ' 430 -/547 ' Total lEO 3.78- NAME A A LE Ul GE= d â‚¬<A C C.6 .,17-1 At-Â¥bÂ«. f ADDRESS R PHONE NUMBER (303) 77(3 - .52.60 X 14 TOWN LICENSE NO. E C NAME STE WA dET 8-Z Ee re L Arcit/DesignÂ©Engineer 0 LN Name 73,99 C 1 A WAâ€¢,6 Per hES,Gal E T ADDRESS C. Address R. TOWN LICENSE NO. 806 60 triFC - G A 1 8 Â£ pc NAME CA<L_soo PC u,Â«B'NG T M EAT Phone Number (-4. SaG - 4 2.59) LO ZONING INFORMATION t,~ UN M T ADDRESS B. R. TOWN LICENSE NO. 6 7 2. Zoning District A- Al BUREAU OF THE CENSUS ITEM # 1 Ch 1 Front Yard Setback Type of Construction 1 FR, 11 FR, Il 1-Hr., Side Yard Setback H N, m 1-Hr.0 111 N, IV HT, V 1-Hr., ~~ Occupancy Group A, B, E, F, H, 1, M, (~~S, U Rear Yard Setback DivisMn 1, 2, 2.1, ~3,~ 4, 5, 6, 7 FLOOD PLAIN CHECK CLASS OF WORK Approved â€¢/0 Disapproved New Demolish Comments Flood Zone: * / Alteration Repair Addition Remove Use of Building J., 4 6. (-RE FAA1, 4, h 2.-1-4.- NEO By Date 1 -5- 78 b Â·,9 eal '4 - Floor Area Basement OUu L 1st /5/0 2nd - Garage 4/15 i hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all Town Ordinances ana Size of Building 37 A 44 Height 22 / State Laws, regulating building construction and zoning. Maximum Occupancy ~- Number of Families 04/â‚¬ Permittee MA*nu Cy A or> A =r} c, N ~ Number of Baths v 3/4 2 Full Size of Lots 6.7 AÂ«.. By *,-4* #*Â«_ _ --- Number of Buildings ,Â»=4-9 46Â£Â»0 Number of Floors ) No. Bedrooms3 Now on Lot Building Inspector Use of Buildings ~ Now on Lot By The Building Depanment will make every effort to prevent errors in Certificate of Occupancy Number / g 32 5 - 44 -98 your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. mor-cm =mztio 2 P 4Â¥ 45 2 91 -rdâ€ž,Al oFCâ€¢iCE ' d TOWN OF ESTES PARK do/Â° 1 1: 9 4 BUILDING PERMIT APPLICATION NUMBER A. 62 9 7 FOR NEW RESIDENTIAL CONSTRUCTION Customer: Please complete area above red line and submit to Building Official, OWNER MmrnA 6*fLORAÂ·Fled Mer Â· PRONE 303-430-/%41 DATE /1-/0-97 Mailing Address 8670 Â£Â£)OL r, CT., luat &,0 , bUESEMA/,U5*721, &630 BUILDING ADDRESS/JOB SITE 700 25?-666 44 Lot 3 Block 2 Sub ELA E &2046 Parcel # GENERAL CONTRACTOR <3)#:) ~ft< PHONE 303 -774 - 3 260 X /C Mailing Address /04/f/ A/20Â£ 'tE Ga)6 nlod'7- 84714 TOWN LICENSE DESCRIPTION OF WORK -S,46.6 F*mic V DEnlutsÂ·o : a BEÂ·DROO m , 1 (1 Ai 6 *rrzA66 AlTM-t+ED VALUATION: DEPOSIT REQUIRED: Single Family: $2,000 Multi-Family: $1,500 per Unit Check # 66 9 0 NOTE: Building Permit Applications must include information as required on the attached "Building Permit Specification" to be considered complete. Items I thru IV must be verified by the Applicant. Incomplete Applications will be returned to the Applicant. , 1. PUBLIC WORKS DEPARTMENT DATE 46 ENGINEERING/Right-of-Way Permit AMOUNT DUE O lii_LOUt Remarks Approved 61 + 1 3 f /1 J-b)1 1-- * WATER DEPARTMENT AMOUNT DUE 11 93- Remarks Approved 74) 5-1 /101 1 5 0 2. LIGHT & POWER DEPARTMENT AMOUNT DUE 99.ec* Remarks 7kz,vt- . &161947. 587- -72> -22_ dp,46,57-A,/r gi,79 7>4â‚¬_ War of Â·770Â£ -2>2a,Â§7~-0â‚¬.rr- N 0 +8558 121IS 1 121{- Approved 6*.242 73 44-+4â€ž i <:02Â£ 0.1- * 3. COMMUNITY DEVELOPMENT DEPT. AMOUNT Dul /,803..FS'i %94,45 Remarks th5 pEK- *PR:Z) Z,POP lA*'EUJf:Â¥~1Bt-r FLA-4 Approved /4/,a6-4-tall- IN d\'245< â€¢ .... 'I- .P â€¢ 1 1.-3 / DUE 4 4, G.9&55 - *1,000.06 <De-joca; +1 4. TO#3(ILERK -E Â©al Due -*a,098.55 - Prior to the issuance of any Final Inspection or Certificate of Occupancy: (1) the owner or general contractor shall provide the Town with an affidavit listing all contractors who provided labor for construction, repair, and/or remodeling, and (2) all contractors listed on this Affidavit shall obtain a Business License. -over- TOWN OF ESTES PARK ' BUILDING PERMIT APPLICATION NUMBER A- 02-99 FOR NEW RESIDENTIAL CONSTRUCTION Page 2 â€¢ 5. lâ„¢RIHQU~m2~-~1 --- - Remarks Ve,IweD- 3121------*Â«232239232 Approved 6. CQUZÂ¥nCUEAL11Il)Â£2dLR13UiNT Remarks Approved (BuildingUapplica.res\December 1,1997) ' Ir-' -*-.0Â· ....rrM N (1 TES I HEAT (;AL(:S INDEX 9, I iii i 2~ Al 1 NED<, Sl-TE PLA r<, CAL-C-5 j NC-rES NOTICE OF INTENT: These blueprinted' drawings take precedence ' . , HOURLY HEAT LOSS over any other instructions,and the Building Dept. stamped DESIGN TEMPERATURE DIFFERENCE ' ~ , ~~ liz Approved Set shall become the Construction Set and maintained Po, An Condil'â€¢on, Oth- Thin thi Following . %4 - ~330) .OF . AT.1 1 1@0 4 , A 2 t/, A * N r LOO R P L-A N .= r. r == .Â¢eE at the construction Site. The data on the drawings take pre- I Towl,omfo,mi - I 43 Pt O OF PLAN 1.4: 00 0- GcoongÂ© over Individual notes or dimensions. Written dimen- 4 For,niwi.,-In). O- Venied Unhuied Spac........'. .Linâ€¢ 1 + 2..0 AT.1 2 .50 sions take precedence over scaled dimensiona. (Gsneral Motel not applicable to this project should be disregarded). ' For Unin.ul.ted Floo, Over V.nied Unh..led Space ..... L;fâ€¢ 5- 50; ..â€¢ ATâ€ž3 3 __--_.Il --of Ag E-fe NT f Fg E.APÂ·< ELEVAi'-1 CDÂ·Id -8.2 4 Ii:64 4 i In the event of any dispute as to project requirements, error ; CONDUCTIVEHEATLOSS Â· A 5 SIDE E LE#Al-0 Ott 0 liorn Form Fi,rn Ing 6 914.14 2 5- in the work, or failure to satisfy any contract of which the -- w 1.0, 41'On, Fictof horn , 1,orn drawing set is included, both parties agree to arbitration Â· cÂ»Â·c"e"onoÂ¢A'.embly L..91,4 . Tobiâ€¢ 4-1 Tible 3-6 . .60-0 AG wINDOXÂ« 0 DOORÂ«E,CHEIDULÂ·E 41=1.'i .. by a third party mutually acceptable. Glazing N , ' 1 . 50 ' ' ~ B,u /Iv . I I . SURVEYS AND INVESTIGATIONS: The Contractor or Builder shall Will ...1 11 . . verify all grades, dimensions, set backs, sideyard set backs ~ ~. â€¢61 FOUNDAT I 0 4 4 F-1-FKST- ELLIC[4 FRAMINC= PLAN I I - and easements at the job site before starting work. When . R I . deemed necessary by the Designer, Engineer or Builder. soila ~Â· 62 1:toÂ© F I~-1:2:-Abl I KE=Â· PLA INI M I I . a and geological tests, dimensional, topographic surveys and ...~ Câ€¢,ling/Roof Ill . 1 0 underground utilities location or design shall be made by a 1 . 1 - - - El d Licensed person and pai4 for by the owner before start of the Fbof ' N I I drawings or construction. If not so done, the owner 8hall in- I I I - - demnify and hold blameless the Designer or Engineer from any A-r I Â· Â· - .1 TE Â£ and all liability for damage arising from failures, settle- I I / 1 - ments, faults, deterlorations, surface or subsurface ancroach ,"" i)1/ ments of water of land or sea, or any other conditions which ' * ~ ~' could have been averted by design based upon the information ~ . Sublor. 1 4 Btu/t. MOUNTAIN GOLF VILLAS OF EST.ES PARK . > It the above services could have provided. --1 U.-F LU PERMITS: The Contractor or Builder shall obtain and pay for INFLITRATION (Entâ€¢, 0 or, Line 5 if th.. i. PO""- ve",1,1104 - all permits neceasary for the work, including Plan-Check fee h, i h .(13 N Â°F - 5 a W.7'y .A -21 -r- except that each Subcontractor Bhall obtain ind pay for the Cioâ€ž Fboo, Aiu Â¥4â€¢,9.,4 I tiom Tatâ€¢.3.7 AT- born LIne 1 Collin, Hâ€¢,gat AL tri. OELD . permit coveting his work. If additions or corrections are --- - 4 VENTILATIONâ€¢ (Ent, 0 on line 6 it,hefi h M poin,vivin,ililion) required by these applications, the Designer or Engineer is :Â£)* trOW Ii-997 5 to be notified and additions or corrections shall be made as .Â·-60 \\s(~fâ€¢ ~0 z reqgired under their fee. Â· AT- 1,om L.,aâ€¢ 1 Â· 4/ :SU <1:,4 *j . C./Cullt'Ofu 1 INSURANCE: The owner or Contractor shall carry any public , Sublowl 7 Blu/h, ' i.) 21 11 Z-20 U~i~y i~~i~~na~r~~~72~apt~nr t~io~ra~elat::q:i~~d ~ DUCT HEAT LOSS (Enter o on L,n, 8 11 thâ€ži .,i no e.cla) , a Vt. ne Â» 4 ,-24 \ 49 -1 1.-1.6 \ -41 V . 1 ,1 0.15 m Line 7 - 8 \mi 1:1 4 1 by law. The owner shall carry adequate fire insurance and , 0 ~ <H-4& 0 V Builder's Risk during construction and be responsible for all 48, 49 - damage due to vandalism until notice of completion TOTAL .IL,ne 7â€¢el qn 9., 8tu/h, 147% Â»P 2 -/7 A--'5 1 \ 077 / r-- 4 j \ Â·7 ir'fix>34 Ars V .. 0 4, takre Â® 33 ~hlÂ® Â® Â® ea & * *6 . SUPERVISION: Supervision by the Designer or Engineer is not ANNUAL HEAT LOSS ~ included as part of the contract under which these drawings Â· 1: 0 allÂ®gg BÂ®tpRq#=APFLE@H He'REW- Y Â¤U,1 ME . AI:i~I:;4:j.i~t:r;:9::tiorncg;t;::t~;aci~g:?11 upon the ,â€¢ od,~ ~na ,â€¢ c 'F.â€¢d.v/v, 1 0 Btu/h, m ~ 4 Â©<~ m 74 h,/dâ€¢y I fier' LIAâ€¢ ' T.DI. 3-0 - an 10 8:u/Â¥r 1.g [3,114110=111=.11=,1.=.11-&:,1 2.l 1 =.a 11 .cÂ£,ly Hui Loâ€¢â€¢ . . C 1,0., 100 OF 1 LAT,I i,orn GENERAL NOTES M9O 1. Drawings: Do not scale - use written dimensions. The set of drawings , 1 -/ 4 --- .- r 1 - 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 andeach \, / r r ~-j hi \\/ l subcontractor shall obtain and pay for the permit covering hiswcrk. 1.1 .CD /4 ' 1 .- 0 1 .- 1 - 3. Codes: All materials and wÂ·orkmanship shall conform to the latest edition uniform building code (I.C.B.O.) and all requirements of regulatory agencies - having authority over any portion of the work. ~ ' th\ 0---7 --I 0 8.~ / r-- . / -- -1 4. Utility Services: The contractor shall determine the location of utility 2 4> r< 43 services in the area to be excavated prior tocommencement of excavation. ~ Â· Â· 4 â‚¬ E - 0 0 Â¢0 0 4 .- -.H : -\ 1\ 5. Detached Structures: Design and constructionof retaining walls, screens, . 4. 1 swimming pools, spas, etc., shall be under separate permit. 6 / 71 /4 11 Â· I w -4 9 ,0 . 1 - 6. Grading: All surface water shall drain away from buildingand to street, i M@U Â»7 - 1 . 7. Structural Integrity: No pipes, ducts, sleeves, chases, etc. shall be placed 1 i jf~) Al .O - Â·.1 m -4 - 9 I ./ - 3 in slabs, beams or walls unless shown or noted on the drawings. - 4 1 6/ f 0 1 \ \ \ ./ 9 , 8. One-hour Fire Resiative Construction: To be provided at walls and ceilings \ ' ' ~~;r i k U) of Garage (M-1 occupancy) where abutting Residence (R-1 occupancy). , 1 , DOOr(3) Conrlectir18 occupancies to be one-hour fire resistive and fitted with | 1 1/ r - #i 1 1 1 a self closer. The walls and soffits of enclosed, usable space under interior *0- 3 -1 / F stairs shall be protected, on the enclosed side, with 539" Type "X" gypgum I , 1 r board, fire taped. J2m i l.1 MI / 9. Fire Stops: Shall be installed at the following locations: ---- -A m r; d -- 9.1 In concealed spaces of stud walls and partitions, furred spaces at ~ ~~* ~ . Â·E~4 Gl_ E- LANE 1 DRE ceilings and f loors and at 10 foot intervals along the lengthof the , 1 wall. 1 A 1 1 1/. . lA -- - - _ U_-1 1 1 9.2 At all interconnectionsbetweenconcealed, verticalandhorizontal spaces such as soffits, dropped and coved ceilings. ~ I -/ 1 4 4 0 U/*/Ele/Â¢ r \J 9.3 In concealed spaces between stair stringers at the top and bottom of -F 1 -u-- - -_. -1-. - Â«41;> 1 \ 4. -- ---rf-0 i IMIÂ¥,41 0 EXP. run and between studs along the incline with the runof stairs if the 47... i ,\ /.. walls under the stairs are unfinished. i \ Mor. h. \ 9.4 In openings around vents, pipes, ducts, chimneys, fireplaces and similar bj openings which afford a passage for fire at ceilings and floor levelsof 4" I \ 1 / 2, 82 combustible materials. , \ \, 7 (14'YA::'meÂ· ,.Ff/1,Â·33>./ < LE& Al--S ..., 9 \ 4. 'Â£- 202N _ R/9516 ~ - 10. Chimneys: Shall be provided with spark arrestors which will permit the , \4 V., passage of objects no larger than 1/2" or smaller than 3/8". o A 1 gaja 4 ' LOT 3, BLY.2. N 11. Smoke Detectors: Comply with Building Code S1210(a) regarding fire 9 5 992\\6 1 2* i *802/ 262 AZAE 00 â‚¬r warning system smoke detectors. .- 1 r . .0 OEM u 11 B i : 1 -4t - 12. Roof: Roof coverings shall be; ,-1.t:.A. A TAN< <c) HEr<. il-1.C-L \ ~h NS., ." .3f roof assembly as specified in Building Code S3203(e). 1 464 7 9 \ 1 - 4 ...0 0 0. E 2 13. Vents and Accesses: See plumbing note for tub access. provide 22" x 30" .. 1 -- -il---Ii.< ' covered attic access opening as indicated on plans. Provide similar sized . - screened access to areas under building i f requiredbydesign. Foundation - 1 - 64: :4 . . 1 11.Al, i , : screened vents to be 2 sq, ft. in area per 20 feet of exterior wall, except 2 1 :te Â· Â·Â· 4. , 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, / ~1 . 4 7 2.4 14,9 ..1 1 - ./ O/31 103,0 :i;: 1,;4 k:.1 6. 1 r. . 0. 1.2 : - - 02 iii 1% ;M 52 0 1 472> L, 1 . 1 d -le 9. :\ -1 9 4 ---'' 21.11 .*" 111*11% '1 2' 2" 2' ' 11'-1" 6.1- lili cil-el,0 11 ; , -0 2.1.41 Pic, 51-411 6 :' 566'211 1 t: . F 1 2 > IJL 1 / 2' | 39:6 779/ng JO[1 9, #-uÂ· :, f .C- ]LÂ· 1 - ~ . , 5~40 1 /1 = 1 %. . 9 - I . I ! 00. , T N R /4 -21*& 1 _3 0 : 6 f 1 1 - < 1; Was 7\ 11 m ozÂ· - Et i 0 i + h' . '6+-2420, 11 . Z 42 0 - 1 T 4=l v it-le= ~Eâ€¢C, te 4 k]4Lls 4 4 41 ZE.8 P J \J J daM110Â£ TO - -' *:= -1 4~r, - ~ i p:zy~ Â· *F d .0 Mt' 1 N 4"(600 â‚¬Ole W L 19 1 KIa A~26& 4 60 -- . 1 8 :39 0 4 \ 8 u 9 1 F,9,0 JOI Lit~S r~ .b~I _ j OLLI 8 12-3 24'j klÂ»Â« -, 1 1 \A + 1 . . e fo. -W to so 4 6* u S:> 1 2 . r 90 , 43 \ 1 *Al 1# 60\ 11 f '31â‚¬ 1 1 2 1 7 1 01 06 , '. 6. I- ; .1'41 ~E~~ ~ 3'02)" ' '.30* 90/ 1 0 -1==Â¥119 0 , 1. A 4 4. - . - A - Ul th - m . 1 0, 14 i . ~ ,;j --h 0 1/ .s,11'tel 0, 82 . / \1\ co T I ryÂ« 4 -B / . ~--0 &*2. , 2erÂ»er - - ~--~ ~ . , -- k- er - - eal.P - c)-Â£,Â»f*- udic FY~ / r F' SO y = 0 _ 1 ;4 47/ 30 j -3 0 - L - 1 1 ' rA L.fGQZ 3\ 05/=4 ... . . Â·e. mo SA'6, =~.23' . ,AA'. .. + 1 ./. 0 1 - . 0 *' I ' #fl/' -Ar N f . 0 --â€¢~--1_ CLLD#-1977,0 So 4 1 .0 k 4 1 .- - ...2 - -1 - 0 9 , 0 1 1, 3 0 3Â« 4LG 11'' 4 41||% 10.1 + / 3LB" , I 04'â€¢' m 1 4 1 / 1, 2, 4549 0 k ~ LLit & ~- f&* - 7 6 6, I f \5 ,â€¢.reov C 11 0 3 1 1 ----- . .9 - - _ _@**ttat~' ~6 - A ~\9 -Â· . - . 'I . .:)1 /4 'e-_26 ZE,4 'N -7 , 1 1 Ilse! ' 0 9- E a-(F'' 6~22% P 47 ' I K /0-\ T . ti r 1 1 ,=a = \0 -. it\ rj 0 4Â» . - i /*, 50 - 8% . I J lA 1 0 1 Cl ' C . (0 - ./- F<) ~Adt ~ - - 61 1 Â¢ 0 -- 1 f lili'.,1 1 6 0 t'- A 6..r- 1 j , - , *U#KrUe- 4 & o j.i J.ciÂ· 0 EL 1, r- 1 C-- . . VLL 1 G- 1,- 1 VLS k9 au A - .. /6 7 1 4\) A /1 , 44 21 Â· ~ /1 111 4 - n . N f/7\ - 14 . . r 1- 7,,fWI#4~1Â£5;f<:r,169&~F. 8~08,. (6 . 4 â€¢, 0 + 47: - .1 7 1-- : -- .- .I'.. 1 -1.6-4-w--1.- ..M .1. mi.'. ..2..:1.- ..&1.,...,18 .'' .... ~ 1 1 0. ~-b ........1 r. 1. E = A ro i - 2 -,T 6174(2 .419$09 61,kICÂ»,as ~ 3-4- F 1 . ... 0 60 :I,F TRaA)%600. I j, 0l2 , 4LI'l , 31-111 .. A' .|, 31 14 .. . MLB&1 4 4 FC) 3 â‚¬ 9017 , 1.-1 i 2 1 . %01-Â»11*11 2420 1 . .. . 0. emirlar . 2251-0 u 91-011 .... . 48'.* R W. W 3 I '- 1 i g An Ft-,Tz frAd _ 49 6j so.. F~Tr (cÂ»~F'& el E) AH 1510 90 . Pr.@1111 51-LEO) _ bf"sl'-â‚¬21' . I . i - , ' N ,~;wy 4 0/51 .rd 1 US'sao Estes Park 69Zt'-986 1-51-2:) 11 -Z .0 0 I - . . . d . r- g 1.202 . i iii - 1 i - 1/ / 16 -* 4 -loow - 1 O" 0- 1 1 1 0 M 6: 2 / 65 /2. 6 6 I zon 4 1- 1 1 - M 0 4 N 4 9 - -1 ~0. 2 -- Ln ro olin 1 1 1/ 1- U 3: 0 - a 04 O LU J \\ 1/1 1 1:Â· .4 - 01 to ' i~ RICKK ---- -= j. Flic:OE i Â·.4 41 1, 05 0 1 1 â€¢-4 U) -1 4 L__ < 01 ' MO I / M : C~ r,1 - ui C 9.1 ~ i 1 1 0 =co 0 05 0 1 Iii . ~ \ Al 1 W .. \ A lip'pet \ 41 4.-1 J \ 1- ' R 1 1 1 1 1 - -..- - - - - - - 1 1 1 1 1 1 1 \ 11 4 1Â· 0 - - LE-G-diÂ·TER-7 | , &; 12 5:12 1 - I f, 4 11 1 IN 1 3 (0 0 a 1 Id I 1 1 1 It 1 1 1. J w 5* 1 1 1: ROOF PLAN A3 p O US,lip 9917'A 0 - saapunes -8 ION St ONIM v C Slâ€¢l 8109-999 (Â£0Â£) 710 t, Punes ., 1.0. Z&908 OO 'MJed sels3 228Â£ XOil.O.d MS,WY]d lnOHI,M OUNIB.I 0151 -ed 69Zt'-989 se] â‚¬2 I - 26 9 0 10}roid 6 661 9 -1 39 NOTI= ,; +/1 53341(NOÂ¥â‚¬ -11-1Â¥U .. -Z .0 0 1 â€¢11 9 :: 12 - I.2 2 .. - -- riFT:/1 iZ 6 . I / - iii : 23 --- - . =1 0 .= 4 -Ice 4 Ot! Ill ~,' Ill <<lli >=1% m UULJI-il 121 1,1--E x O On o- 1 :to 1 1 Z= i .1-L _ _ 1 -t---- -.'- -/1.*.i- T------- --4 052 .. Z g 2 Z SOUTH REAR ELEVATION OLLI J C ' CD 1 't! 4 W 0 (0 L (1) . I 2 mS J fo 3 CE m 1 as .4.... . I O.H. 210" 111 /lili 1 111 1 V 111 l .L , i[\\lili Rl/,111 1 -1 1 09 - or OF CUT?'6 1 -- 1111\ . Ill 6.4, , m . 0- 0 Pl=Z:r< . 11 F}N 15+4 G-KATE - 1 1 - 1 1 44 . -1-L- _ - Z W r-- ,-I .1 -1 ---- JL 6 :. 2 O 0 - 0..2 -4 A4 ".P.. : 1... .4 Â£1908 00 *MJed sels3 N11Â¥6 -1 IfflwÂ¥14 inolllIM 011 N'.. 01.31 on lepo 1 1 SI SNIM-a S,H, 8209-989 (COE) 710 6SZD-999 .Sal Â£~B 9-21-2690 '0 '! u!*.'P '!41 OOPYRIGHT 1993 All Rig hts Reserved B. Saunders-Design 1D1r ' ' . I i i i; : 0 ,. fs:1 3 - D.Prt D,JA L GA g LE , ./&:1 z :i i C 1 i. u, 1 s , 1 -Ill'll.Ill-Il.Ill-Ill.--I.lillil-- - -I--.% - 41' -1 = Â¢11 -1 = 21 11411 Â· 11<. E 41 v lili +41 51~ 1~ ./ Iml c. 11 rk , LLâ‚¬ / -10 <1 ILEILUJ -1=212 - O. A 431 u 31 zoz 2 0 OAR.4 eâ‚¬. Ii"li 1 *6+2- 1 <Ri J 4- - 41_ - - - - - '- -1-1 1-0.1 2 - .-' -1 ZE.& 29 0 EAST --_SIDE_-ELEVATION_ OLLI J CD In 4 (1) 0 C 0 rio Ct, Ill L (1) 1 12 C 3 fo I. 0 - m ---- 23 3 12 .-- / --- 11~ - - A ' R 1 11 r-4 m 2-0 ,9, |11 f P. S 0,HÂ· .. 111 /lili I lilli\\ 111 1Â»0 11 111 " 111 - 12 E Â· - a) 1 r 1 Ril I ILNIU-HE==81 - 6 6 h.7 - x O 1 0- 9 4 -'- 4 - 7 LOG> - 11 4 1- = 4 d dÂ· 4 - - 0 AIL - Z 2 i 0.1 2 o . o. a z 5 0 :. 0 =t.---- -- --Ill.'ll - I -- - -.2.2 2-2.11 -_- -I.- - -- 17 ---T- A5 WEST --_SIDE_ELEVATION 1 .. NOISSIWWU ineâ€¢11* OUN;U 65ZD-989 *SeJ 133<0. 21508 03 *MJed sa)53 228Â£ *08.Ood 0 928 5, ONIMÂ¥,0 1!MA - 8109-989 (COE) 110 *22 t-2690 â€¢0! â€¢I "41!J COPYRIGHT 1993 All Rights Reserved B. Saunders-Design :f-; ~ -'L i .li'.. 1,-AN.7.4,7~ "09/,<49,~,R,M~VI*â€žâ€žâ€ž,7/*~,â€ž,1/6~,7â€žj"~/*.* â€ž* . 4 W . 7 SYM NOMINAC ' ROUGH OPEN'G 0 GLAZING O \A/S ZE ~ GrY TYPE MFG. CAT. NO. TOI REMARKS "N. H. TYPE a F. EXTER(012.~ plk! 611 ALUM CLAD -601-04-VJH Pre r 50 ~ 36 ' 1 CLAO CASEMENT *ox PELLA PROUNE PCC 2541-;13 4,1- 342 It --,ial-s-41Lr--- 14. N SU CS+ITELD- Il LOW-F .-0 EG,ONI GAS :4-.7 ' (scm-Eces) 8 60 1 11 H xox 0 11 Fcc 2559- 3 G '- 3 '/z" -4C442Â£221 1 0 ~ H 22.2 ' . /1 c 6 Â° A 1 2 46 1 11 TRANSOM * It 11 -FCC 7214-4 6 L 31 3/4 IT-ava 11 '11 11 1, 6,0 *Al-TETNATE: CIRCLE REAO -pcH 25 CC-3 - - ..3 - - _-III- 0 30 0 30 * 2 11 FIXED 11 " P<W 3,36 3'. OR 1Â£70. l i )05.& 1, 1/ H 9.0 -*AcrEfe.NATE; -FI.XEO -FICÂ»dE 303 0 CO C SCELEEL> /SL,CEÂ© 4.-71 5/1 n 70 X 40- 1 1, CASE HErÂ·JT X ob li )1 PCC 2953-3 fl. 342'l 11 11 1 11 IK Â£3.7 (SCREEW) . F 40 X 26 1 1, AWN ; A/6 4 1, poc 2953 2.1- 5 Pal' 1 L 11 11 1 YEMPEL 77 .0 G 26 X 3 0 1 '1 6652 MENT AH F H PCO 2941 k.1 6 92 " t.il.-6.02 1 1 Il - 11 , 1% 11 741,6â‚¬69 11 - H 5Â° * 40 2 - 11 645[WIEWE >O< it 11 7'co Z.95 7.2 2- '-10 kk" 11 U 11 31* 0 - TDZ1-4 UL---- 125.0 # 1 1 -* - : 37,-, Fi/,%*. P 4. to:,0,1. .4..li,il *â€¢LI.018 â€¢*011.1. 4,0,1.. GLAZING 7'Q'El-1 U.TY TYPE IVIATERAL TH~ HARDWARE TOT.REMARKS 1 TYPE aR 3 ' >I: 6,5 1 E NTE* ul~'51 Câ‚¬ LITE F l eEKBLASS Clt HIEF L 1 +4 '; ENTRy - p<E>/ IDEAD 22-CT- - ~ 0 31- -1-EMIPâ‚¬-122 . - - -- - 6 venATHER=TRJ P 2-Â· go k 6,2 1 FELLA CLAD PATID 51-ICÂ¥ WOOD/ALUM CIAP /3/4" THUHS LOCK/ rOOTBOCr *---- l'INSUL-SUIELD'4LOW-E/ARCSONÂ¢>AS -40 TEMPERL GLASS /SCRLâ‚¬EN' PCS 90,8/ xo ~ 8 11 3 50 *68 1 11 11 11 11 11 11. 11 2,8.0 - ..17-_- A 11 Pca '7251 Ko 4 | RATEP SWI WC' joLI D CORâ‚¬. 14/b" 'PA55464 19/KE*fliUMB Loc.K -1. .. â€ž -* - -_ - ..6=-31 LALETQMITIC- CLOSEE-- \VEATHER_STRIP ..5 -- 28 1.2* 48.. G 6 PANEL SWI NG -FINE 13/5" LE.VE.Ic HikIPLE~T.)4~liMB L.OCK-. - - . ... ....--Â· .. - - ..... 1 .6 5Â°-->4&8 - 23Er5 3 PA AJE1_ 31 - F0LD~412j -Pl k)Â£ -- 1 3~" Pul-LI<NOe,-7DP-17%2.cl<J-Ii -7.----7 --- 7 -- 40 -- 4 -6, 0--- -- 15Â£T I.1 '1 - 11- U (24 - u 8 3Â° xS.*8 - 25ETS * B U H H (20) H 9 -* H 160 *70 1 4 SEC-T-. Rou-- u F' FANEL/METAL 11 "RA>/NOR"ELECE OFâ‚¬~10-TORL* . . - 1 1 71 5_71 - -SHALL-MEET 111-32.5 93 SAFEh' STA-ADAKID - -rOTA L 1 98-0 =12.770 of },670 SF LIVINGÂ·AR-AA WINDOW AND DOORGENERAL NOTES 1 5. All habital rooms within a dwelling unit shall be pro- 7. Any door between garage and dwelling shall be self- vided with natural light by means of exterior glazed closing, tight fitting solid wood door 1-3/8 inches 11.The inactive leaf of a pair of doors and the upper leaf 1. All exterior manufactured doors and windows shall be ' openings with an area not less than 1/20 of the floor in thickness in lieu of a one hour fire assembly. of a dutch door shall be equipped with a throw bolt. certified and labled for compliance with N.W.W.D.A. area of such rooms with an opening of 5 sq. ft. min. infiltration standards. All bathrooms, water closet compartments, laundry rooms 8. Sliding glass doors and windows less than 16 feet above i _._ --- and similar rooms shall be provided with natural vent- t ground or within access of the public shall be capable 1 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 1} 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- vided by a door viewer, view port, window or other opening. .A-=-.:.: ... . - Â·Â·t 6 Provide safety glazing (tempered) at all hazardous 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 opâ€¢*187 with 20" clear width and 24" clear height. 5/8 inch. FOUNDATION: -U /':6 23 Concrete pads 24" square or larger to have . 5 00 21:i -1 #40 bars @ 12" oc each way. 11 1 1 Z: :i:i All continuous concrete footings to be , .14'; EG 16" wide x 8" deep for one story r-=. %* i;.2 . .20" wide x 10" deep for Â·two story (U.N.O.) with (2) #40 cont. reinforcing bars - i -Z 12:1 22 -. Anchor bolts for Pressure Treated sill plates to be }"0 x 10" @ 72" oc maximum (U.N.O.) Non-bearing walls on concrete slab may be ('. held with shot pins at 48" oc. ' All interior concrete floor slabs on grade to be 3}" min thick 3000# concrete with 6 x 6 - #10 wire mesh over 2" of clean sand -1 - 4. placed on 6, mil plastic membrarie lapped 12" -1 'E ~ > .112: -104 473' 4" - W 7 2.Al 6'1 43,0" 1 15'Q" ~ 3 L ov =9i ... .. 11. . 14 14 5 --- 1 Â£ 00 7 V #a 11 - .. 0 0 De . 9 3: 0 al - 4 CCE 537 -7=7- 1 1 F, - o LU i r r,4--7 ' - If) !1 ~ -/ '13 1= Il: 0 = 1 1 1 1 I 1 57Â£1= -2 q ' 311 -1 0 4 - uil 41 GOK}C.'FA'IDLE-:4 / c' ~~~>~ 17/ 91Â¢40 0)12110'Co EA.WAY f/ Â¢40 4 1 2, 11 6, LI of' : 6 ~ 44 . 51 10/3 0 " 5 6 ~ x 12,11 De l t/ 43 CONcl PAID - -N \ O i 4#/30 9 567.X.1â‚¬~PEEP ,9. 10 4#92 3 \94 Â«Mpe 're,c zir*F' ,~2? -11 5-40 p= 2 11 1 . U/ , 8 Z 01 - r i- 1 11 -- Â® 4.: -*-34"CokJCKETE SLA--27 /~ 1 9~2~TJI/2.E, ~0011 JOBTEIG'kn -1 am r 4- *f, >< c yl O Wit <:E ME.5H.-. - 5 (ALTERNATU 20/le FLZ~TUSTd>IC."D.G) = KI OTE:--7 2- 1 ~i ~ E l N , 0*11 ADP CONCRETE -SLA 5 1 3 1 ->r FS REC~UireD FORIE ~ C _ g NATO JUL GAS HOR ZI - m 1 +A ~ - - -1 FDTKCED AIR. UKILT-(FAU ) =~ 0 9 Â£1* - 4 - \71 -k - -3/* I i i' ~1><24.9lt.110- 0--zrl- i : :N LAX~ZAivy,--2<9ZZ~ 2:â‚¬kPZEE~-C~~>er-=kn-ZZbâ€ž~~~~~a-->- ---.---w47_2<=--S/>=heâ‚¬JJJ1 A . , \A// - 1 31-- 4/ J -3 4/ r I U , 67 -\49/ lu - - a 8â‚¬ CRAWL SPAC-E .. _7 ,-/ -76- 1- io - - 0 6 , 0 7 ,- 4% - If) - 1,2-- = L " al / E.41 /1 h < U 1 032 . Wi 2.it' /O 'I W J 0 1 A'll . r 0 . 0..2 I - 7,80 . ezE) S I EIRST_FLOOR_FRAMING <_EQUN DATION PLAN \i\~ r neS .~Ens Al ffin 691*-989 se, 49010,rO - L . .' WIND LOAD = 100 MPH ~ Brace walls with i" plywood â€¢g ' ' as shown on plans wit;h Kj FLOOR LOADS : 0 i ' ' : 22 hii si Live Load 12Â· Â· , Let-in Simpson metal brace 3/4" Plywood 2.0 , 1 0 Zâ€¢ i /21:.4 // ~ 5 for wall lengths over 25 ft. Joists 2.0 .2-, =S Flooring 2.0 Â· -12- 0 9 ~-g:55~ ~~~ -- CZB~ Tie each rafter and truss to Gypsum Board 2.0 f Z = 0 3 i 1 -4.6 E: 6 - 31 Â» \X bearing plate with Simpson Total LL+DL= 58.OPSF #12- 62 ~~'~~~*Z~~~~4~. ' Hurricane strap H2.5 .:., - sz 12 ' NOTE: Contractor is respons- DECK & BALCONY LOADS: 2,23 ZE r - ible for all temporary brac- Live load 60.0 3 ing and tie downs for wind < 2 x Wood Decking 7.0 [ 2!0 L_ L 11-0 N \ conditions during construct. Joists . 2.0 A r 1 Â· Total LL+DL= 69.OPSF FLOOR SHEATHING: i 12 1 Roofing (shakes) 5.0 , /2 3/4 " CDX T&(; plywood ROOF LOADS: i APA rated Sturd-I-Floor Live Load (snow) 40.0 /fÂ«/ 1 1.-- 'Construction glue at joists Rafters 2.0 BE,&*4QK OSB equivalent) 5/8" Plywood 2.0 ~--C-CE--_ ~.)Nail:8d @ 6"oc qdges Gypsum Board 2.0 C - 1 --' - 4 -: 5 8d N e 12"oc field -. Total LL+DL= 51.OPSF 1 2.2 L oil . *'4 - 512 , 21'29 ~Â·]ROOF SHEATHING: Note: Design trusses for .. 60 PPSF Loading Exp.~. 1-PS1,83 24/16 01 ,5/8" Plywood'APA rated Um-k k~ 1 1 Nail: 8d *@ 6"oc edges -low 8d'f) 12"oc Field 00 D. I . 1 SHEAR WALL SHEATHING: 1 11 1 APA Struct II plywood Nail:Bd @ 6"oc edges O, H. R j 8d @ 12"oc field 4 1 8 U / -, - 0 =C 4(~i -J t,Â· (2) 2Â»5 ADR. - (21 21 e ADRY ~ ( 246 , ., 1 , 1 , .,- . , a .2 1 / M~ ! , 'f r.". , -t.4. r C , H '--. , ."944""I-*"i"-42~Â·i~~~ 0:*.0~e,a 7,-~. -14, - FI:~ii t - - 20 j 1 . 82 / Olu J \ I ' 11.1 . i r ME#3 P x 0 / , 1 U - 1 w 4 1-0/ 03 ) PRE- ENG*/M Fe-_@ --rliu559 624"lc. ' ~ 1 , ~ - ,9.1 1 1 1 -/. , 1 f 141 I PL 1 . -C $<r -- I..' .' il I, i.n " 1~ !~ 8 Â·1â‚¬~1Â· +_.-1 If 0 -- 1 1 : 1 i 11 4 1 1 1 . 4 ! 1 0 1 , P 1 , 0 - 2!0 k il ' i '14 IN ' 1 Â·/:' i Â·1 4 0/H, C 5 r '1 1 1 0 W j il . - 00 /1(A) 3% St-1<, 1 . 1 111 01 E 61 9- 1 -1 1 11 4, 7- 0 9 F- 1 T,9-r-7 --- ~~r--- -f~~~1 ~ ~~~ ~ ~ 1 i! , 1' 1 Â£0 t N 6 - 4 I.. + r 1 ' , 1 1 t I 1, A 1,2 Â·'. i \ . 6 / , , 6 i! 1 1 7 - i i , 1 .2.N 0 1 3 1 1 1 1,1, , i ' .? P , 1 - ; 21 1 1 4 K U' li 1 i 0 0 ACC[55 U 1 1 1 f ; , N W i i ?i- E=Zzz=â€¢ Ed , it\' 0 - 1.- - 1 '\. 1 0 1 - 1 1 1/1- N ' t. i 2)(G RAF~.ts 1 "0. - - + C - ~ X . .1 CE...2411 ;0. C. 1 4 1 . ~: .4 t . 0 Tyf w 6 j Il !f -:i 11 , .1 1 1 1 1 I t FLE)'34'4<11*"MIC'~01.-aIM .,6-2 ' 1 L= 18'-6, 14 54",<671 w p,kâ€¢uÂ»Â·1 r 4,/ - X <0 '00, A)<4 STU!>5 LI" WIGH ,/' =4 4 - 6 2- Â·lor,---' ~ m =0 : -. - - 3 3 325& 1 - a: 2 743 / # V - d N.\ /-1-orop r'LATE@ ali" EXTERIOR STUD WALLS: -I./ 1 \10 - Ill , ... 1-/ I U All studs 2x 4 @ 16"oc (U.N.0.) 1 4 Ft' Solid block all studs over 8 feet. 1 -- -., J 2 - k ' INTERIOR STUD WALLS: W o Kj, All studs 2 x 4@ 16"oc (U.N.O.) I. i I \- Solid block all studs over 8 feet. le "rop OF PLATES (28 -1 lit- 1. b N LESS NOTED OTHIZKWISE 1 Atplumbingwall use 2xG@ 16"oc=22222222Z / - - ~U.N.CD) Â· a 8/ 1 - I.-4 - e AIR BARRIER: 7 , N Wrap all exterior sheathing with "TYVEK" rÂ«-1 air barrier before installing doors and 712 1 10 1 12 A Â£ IO windows. .t Z U INSULATION: ' (20 2% 8 "02- L GABLâ‚¬ END TRL155 ( 2) 2.*G Â· Iw 5** Roof and ceiling R30 minimum , ~ ILLh 2, Ext. walls R13 minimum . 9 Over unheated garage R19 # RIDGE - Foundation-crawlspace R10 min. ROOF FRAMINGPLAN_ ./ 1- 1 . - SJapunes seis 912trry n 8209-989 (COC) 110 ~.(23 13/4,1,< ~ LUMBER SPECIFICATIONS Top Cho Bottom Cha Webs SPECIAL PLATE POSITIONING CHART Top Chord 2x 4 * 1650F-1.5E MSR S-P-F [N] T 1= -2186 8 1= 1992 Wl= -440 W2- 628 Standard Uniform Loading (PSF) JOINT# X tin) Y: (in) ANGLE ----- ------ Rot Curd 21 4 N fBSOF-1 BE MSM 5-P-F IN] T 2â€¢ -1883 B F 1362 W3= 457 W4. -282 TCLL = 40 0: TCDL = 10.0: BCOL = 10.0: ----- ------ Web Piece 2x 4 â€¢ STANDARD HEM-FIR T 3- -1772 8 3= 1799 Increase = 1.150 1 3.53 3.83 11 3 T 4, -2025 LIVE LOAD DEFLECTION BASED ON L/240 3 0.00 -4.04 90 0 Right side Slider 2*6 02 or Better!! 5 -4.00 3.50 0 0 5 -9.46 10.30 -22 6 5 -25.22 16.86 -22 6 Left Wedge 2*4 02 or Better!! BEARING REQUIREMENTS BEARING ACT. SIZE REQ. SIZE LBS Bl 3.50 In. 2.32 In. 1478 BL 3.50 In. 1.94 In. 1237 ICBO: THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH ICBO RESEARCH REPORT 1607. THIS TRUSS IS DESIGNED USING THE UBC CODE. BASIC WIND SPEED =80 MPH. , The 10 p.s.f. bottom chord live load check per UBC has been considered in this design. 5'-7.33" 5'-4.68" 4 1 1 1 1 5'-4.67" 4'-9.82' Re-6 2~_ - /Ch. 12 NÂ«15 12 557 /'Uriâ‚¬- 1.5- 3 1.5-3 ,. fi,7 T MA/1 -\7 5-1-3 y Â» ,-4..1.-ell ./ -3.5-6 ~ Â«410/r n oka Y \ 1 \Nl. 5-6 f k /M I /Wri;40 i 0-6-3I - lo- 10-2 C ((1'.1,/*41*-2 +'1 3.5-6 5-6 5-8 6-6 7' -2.23 0'-9.50" STUB 2'-0.00" 1 7'-4.88 6'-7 38 210-2.50" OVERAL: SPAN rÂ« 1 3 1 JUL 1997 PLATE CODE SPACING DATE - WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is tor an individual building component It has been based on specil,cal,ons provided by Ihe component manufaclule, ard doile ir MODEL20 UBC 24.00Â· O.C. 7/22/97 A.I.AA accordance wÂ® thecurrent versionsol TPIand AFPA desgo standards Noresponsibility is assumed toi dimensional accuracy LI/nension, ate , to be venhed by the component manufacturer and/or building designer prior to fabrication The building designef shall ascerlain thal Ine loaas TRUSWAL u!,lized on Ihus design meet or exceed the loading Imposed by the local building code 11 :5 assumed Inat Ihe top chord is laterally braled 14 Ine roof or Moor Sheath,ng and me pitomchord Is laterally braced by a rigid sheathing material directly aliached. unless oiherw,se noted Bracing shown is fo, tale,al supporl 01 componerns members only to feduce buckling length This component shall not be pked in any environ,i,/11 Irldl 5- A TrusPlus Design AyAy-VA SYSTEMS *111 cause the moisture content/1 the wood exceed 19% and/oficause conneaor plate corrosion Fabicate. lianale, inst/11 and biace this tiuss .1 TRUSWAL SYSTEMS COGPORABON accordance with the lollowing slandards. Â·TAISCOM MANUAt' by TiusÂ·v,al. QUALITY CONTAOL STANDARD FOR METAL PLATE CONNECTED WOOD TAUSSES' Â· (QST 88). HANDLING INSTALUNG AND BRACING METAL PLATE CONNECTED WOOD TAUSSES Â· (HIBÂ·91) and -8 91 SUMMARY SHEET' by TPI The Truss Plate Institute (TPI) Is locAted al 583 D Onofrio Of,ve, Madison, Wisconsin 53719. The American Forest and 20 3 045 CO Paper Association (AFPA) is localed at 1250 Connecticut Ave, ~W. Ste 200. Washington. DC 20036 EPL-MTN GOLF VILLA/ W.B.C./ Version 4 25 Oty =9/ Truss name = 252-84 / 3/16' =1 -3 LUMBER SPECIFICATIONS Top Chd Bottom Chd Webs SPECIAL PLATE POSITIONING CHART Top Chord 2x 4 * 1650F-1.5E MSR S-P-F [N] 1 1= -2228 B 1= 2031 Wl= -438 W2= 626 Standard Uniform Loading (PSF) JOINT# x: {in) Y: [in) ANGLE Bot Chord 2x 4 1 1650F-1.5E MSR S-P-F [N) T 2= -1925 8 2- 1401 W3= 518 W4= -339 TCLL = 40.0; TCOL = 10.0, BCOL = 10.0, ------ ------ ---- . Web Piece 2x 4 * STANDARD HEM-FIR T 3= -1855 B 3= 1908 Increase = 1,150 1 3.53 3.83 11 3 T 4= -2126 LIVE LOAD DEFLECTION BASED ON L/240 3 0.00 -4.04 90.0 5 -4.00 3.50 0.0 Right side Slider 2*4 /2 or Better!! 5 -9 98 9.05 -22.6 Left Wedge 2x4 02 or Better!! Right Wedge 2x4 #2 or Better!! 5 -26.97 16.13 -22.6 BEARING REQUIREMENTS BEARING ACT. SIZE REQ. SIZE LBS 81 3.50 In. 2.35 In. 1495 BL 3.50 In. 1.97 In. 1255 ICBO: THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH ICBO RESEARCH REPORT 1607. , THIS TRUSS IS DESIGNED USING THE UBC CODE. BASIC WIND SPEED =80 MPH. The 10 p.9.f. bottom chord live load check per UBC has been considered in this design 5'-7.33" 5'-4.68" 1 11 5'-4.67" 5'-1.32" R5-6 12 5~ 1-5~\J.5-3 ~La 5-1-3 ~/~ -3 5-6 A"94 7 0-6-3T \1:t] 7-8-11 , 4400':6 9-9,~4/ , - - 1 7% Apl ri / ..02-.Â£- 5-6 3.5-6 f (25 40 48 z 6-6 5-8 7'-2.23" 0'-6.00" STUB 2'-0.00" 1 ' F | 7'-4,88" 6'-10.88" 1 21'-6.00" OVERALL SPAN OF 0 \. |~ 2 3 JUL 1997 PLATE CODE SPACING DATE WARNING Read atl notes on this sheet and give a copy of it to the Erecting Contractor. MODEL20 UBC 24.00" o.c 7/22/97 accordance with the cuffent versions ot TPI and AFPA des,gn standards No responsibility is assumed for dimensional accuracy O,inensions are This design L for an indiv,dual building component. It has been based on specihcations provided by the componem manufacturer and done In !0 be verified by me component manufacturer and/or building designer prior lo fabrication The building designer shall ascerlain Ihat ine load' TRUSWAL utilized on ihis design meet or exceed :he loading Imposed by the local building code 11 Is assumed lh/1 Ihe top chord is latefall, Dracea by Die fool or floor shealhing and Ihe bottom chord is laterally traced by a rigid sheaihing matenal difectly alacned. untess olher/,se Moled Bracing A TrusPlus Deslgn AVAVAVASYSIEMS will cause the moisture contenl 01 the wood exceed 19% and/of cause Connector plale coirosion Fabricale handle. install and brace mis truss In shown is for lateral suppon 0/ components members only,0 reduce buckling leng,h This component snall not be placed Inany en:worment that MUSWAt SYSTEMS CORPORAIION accoidance with Ihe following standards TAUSCOM MANUAL by Truswai. QUALITY CONTAOL STANDARD FOR METAL PLATE COMEC TED WOOD TAUSSES' COST 88). HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES Â· (HIE; 94 and HIB 91 2 0 3 065 CO Page{ Association (AFPA) is located at 1250 Conneocut Ave. NW. Ste 200. Washington DC 20036 SUMMARY SHEET' by TPI. The Truss Plate Inst,tule UPI) IS located at 583 0 Onolrio Drive. Madison. Wisconsin 53719. The American Fores, and EPL-MTN. GOLF VILLA/ W.B.C./ Version 4 25 Qtv = 12 / Truss name = 252-83 / 3/16" = 1 - LUMBER SPECIFICATIONS Top Chd Bottom Chd Webs SPECIAL PLATE POSITIONING CHART Top Chord 2x 4 N 1650F-1.5E MSR S-P-F [N] T 1= -2299 B i= 2096 Wl= -436 W2= 624 Standard Uniform Loading (PSF) JOINT# X: (in) Y: {in) ANGLE Hot Chord 2x 4 0 1650F-1.5E MSR S-P-F [N] T 2= -1998 8 2= 1469 W 3= 624 W4= -436 TCLL = 40 0, TCOL = 10,0, BCDL = 10.0, ------ ------ ------ ------ Web Piece 2x 4 * STANDARD HEM-FIR T 3= -1998 8 3= 2096 Increase = 1.150 - 1 3.53 3.83 11 3 T 4= -2299 LIVE LOAD DEFLECTION BASED ON L/240 3 0.00 -4.04 90.0 Left Wedge 2*4 02 or Better!! 5 -3.53 3.83 -11.3 Â· Right Wedge 2x4 #2 or Better!! BEARING REQUIREMENTS BEARING ACT. SIZE REO. SIZE LBS 81 3.50 In. 2.39 In. 1525 BL 3.50 In. 2.02 In. 1285 ICBO: THIS TRUSS HAS 8EEN DESIGNED IN ACCORDANCE WITH ICBO RESEARCH REPORT 1607. THIS TRUSS IS DESIGNED USING THE UBC CODE. BASIC WIND SPEED =80 MPH. The 10 p.5.f. bottom chord live load check Â· per UBC has been considered in this desJgn 5'-7.33" 5'-4.68" lili 1 5'-4.67 5'-7.32" R5-6 12 12 ~5 5 57 5-1-3 1.5-3 1% 4% 0-6-3I - ID-6-3 1 10 754 68 L...11 5-6 3.5-6 6-6 6-6 < UN.,4/ 7'-2.23 i L- >4*G,Hte. /0/ 2'-0.00" 1 1 1 1 7'-4.88 7'-4 88' Li i 22'-0 00' OVERALL SPAN >'40-6 od' 0/ - b f 1 3 JUL 1997 PLATE CODE SPACING DATE WARNING Read all notes on this sheet and give a copy of 11 to the Erecting Contractor. MODEL20 UBC 24.00" 0.C. 1/22/97 lo be venbed by the component manufacturer and/or building designer priof lo tabricallon The building designer shall ascertain Irld, Ine loads Thus design is [of an individual building component. It has been based on speclkations provided by the component manufactufer and dorie In accordance with the cufrent versions ol TPI and AFPA des,gnstandards No responsibility ,5 assumed for dimensional accuracy Dimensions die TRUSWAL utilized On ihs design meet or exceed the loading Imposed by the local building code 11 is /ssumed Ind, tile lop Ctioid is lalÂ¢,rall, bral.ed b, ine rool or floof sheathing and the bottom enid is laterally braced by a ng,d sheaming matenal drectly altached. unless otherwise noted Bracing 3 A TrusPlus Design Ay.YA,ASYSIEMS will cause the moisture conteril ot tl. wood exceed 19% and/or cause co,inector plale conosion F/bricate handle. install and brace this truss w, shown Is lor laleral suppon 01 components members only to feduce buckling length This component shall not be placed in any enviror,me,il Ind accoidance witn the following standards TRUSCOMMANUALÂ· by Twswal, QUALITY CONTROL STANDAAD FOn ME[AL PLATE CONNECTED TRUSWAL SYSTEMS CORPORATION WOOD TRUSSESÂ· Â· {OST-88). HANDLING INSTALUNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES (HIB 91) and H,8 9, 06 5 CO ~ Papef Association (APPA) is located at 1250 Connecticul Ave. NW Ste 200. Washington. DC 20036 SUMMARY SHEET by TPI. The Buss Plate Institute (TPI) Is localed at 583 D Onofflo Diwe, Madison. Wisconsin 53719 The American Forest and - EPL-MTN. GOLF VILLA/ W.B.C./ Version 4 25 Otv =1/ Truss name = 252-82 / 3/16Â» -1 LUMBER SPECIFICATIONS Top Chd Bottom Chd Webs SPECIAL PLATE POSITIONING CHART Top Chord 2x 4 * 1550F-l.SE MSR S-P-F IN] T 1= -2299 B 1= 2096 Wl= -436 W2= 624 Standard Uniform Loading (PSF) JOINT# X: (in) Y: (in} ANGLE ---- Bot Chord 2x 4 1 1650F-1.5E MSR S-P-F [N] T 2= -1998 8 2= 1469 W 3= 624 W4= -436 TCLL = 40 0; ICOL = 10.0: BCOL = 10.0: ------ ------ Web Piece 2x A * STANDARD HEM-FIR T 3= -1998 8 3= 2096 Increase = 1.150 1 3.53 3.83 11,3 T 4- -2299 LIVE LOAD DEFLECTION BASED ON L/240 3 0.00 -4.04 90.0 5 -3.53 3.83 -11 3 Left Wedge 2%4 #2 or Better!! Right Wedge 2x4 02 or Better!! BEARING REQUIREMENTS BEARING ACT. SIZE REQ. SIZE LBS 81 3.50 In. 2.39 In. 1525 BL 3.50 In. 2.39 In. 1525 IC80: THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH ICBO RESEARCH REPORT 1607. THI5 TRUSS IS DESIGNED USING THE UBC CODE. BASIC WIND SPEED -BO MPH. The 10 p.5.f. bottom chord live load check per UBC has been considered in this des~gn 5'-7.33" 5'-4.68" 5'-4 67" Re-6 12 12 ~5 5[37 /4/ /7 \441-9-3 X23\. \ 5--1~ < 1 5-1-3I 0-6-3Ii - ~ -r-n-6-3 / P 3.5-6 5-6 6-6 6-6 7'-2.23 2'-O 00" 1 1 1 -- 2'-0 00 14' 4 -Â·Â·r r:ty 7'-4.88 7'-4 88' 1 1-1 lr'.C (7 F f o.bw L -22'-6 00--BVERALL SPAN f ~ YE&64 PLATE CODE SPACING DATE WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is lor an uid,vidual building component 4 lias been based on specihcations provided by the component manulactuier and dorie In MODEL20 UBC 24.00 G.C. 7/22/97 A..AA !0 be venhed by the Component manulacturer and/of building des,gner prior !0 fabrication The building designer shall ascertain tnat tne loads accordance wilh the current versions ol TPI and AFPA des,gn standards No responsibllity Is assumed 1/ dimensional accuracy Dimensions aie TRUSWAL ut,lized on this design me,t or exceed the loading Imposed by the local building code It is assurned Inal the top chordis lalerally braced by Ihe roolor Iloof sheathing and thebottomchoid Istalerally braced by a rigid sheathing matenal directly attached. unless otherwise noted Bracing shown is lor lateral suppon ol components members only to reduce buckling length This component shall not be placed In any en.lionment thai L A TrusPlus Design AVAVAY, SYSIEMS will cause tile moisture cqnten, 01 the wood exceed 19% and/or cause connector plate corros,on Fabricale handle. Inslalland bface this Iruss In accordance witt, the folloking standards TAUSCOM MANUAL by Truswal. QUALITY CONTAOL STANDARD FOR METAL PLATE CONNECTED TRUSWAL SYSTEMS CORPORATION WOOD TRUSSES' Â· (OST-88). HANDLING INSTALUNG AND 8RACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIE 91) and HIB 91 SUMMARY SHEET' by TA. The Truss Plate Institute (TFI) Is located at 583 DÂ·Onofrlo Drive, Madison, Wisconsin 53719 The American Fores, and 203 065 CO Pape, Association (AFPAtis located at 1250 Connecticut Ave. NW. Ste 200, Washington, DC 20036 EPL-MTN. GOLF VILLA/ W.B.C./ Ver5]on 4 25 Dly = 12 / Truss name * 252-81 / 3/16" = 1 m LUMBER SPECIFICATIONS Top Chd Bottom Chd webs SPECIAL PLATE POSITIONING CHART Top Chord 2x 6 * 1650F-1 -SE MSR S-P-F [Nl T 1- -9535 8 1, 8983 Wl= -389 W2- 785 Standard Uniform Loading {PSF) JOINT# X (ln} Y. (in) ANGLE ------ Bot Chord 2x 6 * 1550F-1.5E MSR S-P-F [Nl T 2= -9138 B 2- 8076 W3= -856 24. 816 TCLL = 40 0, TCOL = 10.0, BCOL , 10.0: ------- ------ Web Piece 2x 4 â€¢ STANDARD HEM-FIR T 3. -7702 8 3= 6957 W5= -1304 W6= 4243 Increase = 1.150 1 4.51 4.75 12.9 WEB Piece 6 T 4= -6048 B 4- 6957 W 7 - -1304 W 8= 816 LIVE LOAD DEFLECTION BASED ON L/240 3 15.84 9.43 12.9 2x 4 * 1650F-1.5E MSR S-P-F IN] T 5- -6048 B 5= 8076 29= -856 Wto e 5 0.00 -6.04 90 0 785 9 -4.61 4,75 -12.9 T 6- -7702 8 6- 8982 Wil -389 9 -15.84 9443 -12.9 T 7- -9138 12 0.00 5.00 0.0 T 8~ -9534 BEARING REQUIREMENTS BEARING ACT. SIZE RED. SIZE LBS Bl 3.71 In. 2365 BL 3.71 In. 2365 BEARINGS MUST ACCOMMODATE HORIZONTAL MOVEMENT. ICBO: THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH ICBO RESEARCH REPORT 1507. THIS TRUSS IS DESIGNED USING THE UBC CODE. BASIC WIND SPEED -80 MPH. The 10 p.s.f. bottom chord live load check per UBC has been considered in this deslgn 5'-11.92" 3'-11.44"___4-1.19" 22 11 Â· 44~" ----~ 3'-1-1.44" 4'-1.19" 3'-11.44" ' 50-11.92' 12 R5-to 997 3 53Â«/r\-17 12 1 -9711 ----Sat 3342\. =3 5 8-0-3 --Tr)5-3 10-10 91%&na~\- -lks--~__15-6 12 ~Â¢30- 2.75 CZZ::m:- 3 5- -- ]Lo-6-3i <1// fly # 0-6-31 â‚¬555~1~~3/ 12 7-12 7-12 7-12 7-12 5'-3.26" 5'-5 01" , 7'-3 74" j -1 Ill- 2 -0.00' 1, 2.*1~1 - *1- 7'-3.74 5'-5.01' 5'-3 26" 1 4 ,. '/,#*lk'29' -56-0.00'-OVERALL SPAN ~ 1 3 JUL 1997 PLATE CODE SPACING DATE WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is lof an individual building component It has been based on specilicallons provided by Ihe component manufacture, and done In MODEL20 UBC 24.00" O.C. 7/22/97 accordance with the current versions el TPI and AFPA design standards No lespons,billty :sassumed 10, dimens,onal accuracy DImensions ate to be ver,hed by the component manulaclurer and/or building des,gne, prior to labilcation The building designer shall ascertain thai Ihe loads TRUSWAL utilized on Ihis design meet of exceed the loading imposed by ttle local building code Ilis assuined that the top chord i latefalÂ¢ybraced by Ine foot or floor sheathing and [lie botloin ctiord Is laierally bfaced by a figid sheattling material dilectly ait.,ched. unleg olherwle noled Braing shown s for tale,al suppon 01 components members only to reduce bucklinglenglh This component shall not be placed Inany en"onment t,lat ~ A TrusPlus Design AVAVAVASYSIEMS will cause the moistuie content 01 the wood e,ceed 19# and/of cause connector plate corrosion Fabrical/ handle.,"stall and brace 11// luls in accordance with the tollowing standards. Â·TAUSCOM MANUAL by Tniswal QUALITY CON TROL S TANDAAO FOA METAL PLATE CONNECTED TRUSWAL SYSTEMS CORPORATION WOOD TFUSSESÂ· Â· (QST 88). Â·HANDLING INSTALUNG AND 8AACING METAL PLATE CONNECTED WOOD TAUSSES Â· CHIB 91) ana I183 VI SUMMARY SHEET' by TPI The Tfuss Plale Institute (TPO is located at 503 D Onoirro Of,ve. Madison. Wisconsin 53719 Th0 American Foiest 'll 203 065 CO Pape' Associalion (AFFA) is localed at 1250 Con,iecticut Ave. NW Sit, 200 Washington. DC 20016 EPL-MTN. GOLF VILLA/ W.B.C./ Version 4 25 Otv -8/ Truss name = 252-Al / 1/8" =1 -==22 rE