Loading...
HomeMy WebLinkAbout5555 No. 5555 GARIWiW COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Strcct Swte 303 Glcuw S prings, Colorado 81601 (303)945 -8212 Job Address 5452 County Road 2 33, Silt Nature of Work Riti l ding, Permit Use of Building Shop /Garage Owner Robert & Sheryl Fazzi Contractor Owner Amount of Permit$ 426.53 Date June 12, 1995 Permit: 258.50 Phan : 168.03 S. Archuleta Clerk }� I s, GARFIELD COUNTY ,MAY 1 1994 APPLICATION FOR BUILDING PERMIT PERMIT NUMBER 5J J � ' A ��pp N please print or type DATE �P J02 - / .S Assessor's P D - PLOT PLAN TO BE _ FILLED OUT BY APPLICANT line dimension:. ADDRES S�S2. R 023 i NOTE: Show easements, property all other structures, specify north, and street SUBDIVISION .a 6 FILING N LOT �. ! BLOCK # name. For odd shaped lots, or if space is a TAX SCHEDULE # too small, provide separate plot plan. LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCEL / USE OF BUILDINGS NOW ON PARCEL /27//4 r G. NAME Oe i 1 - 7.7.A W MAILING ADDRESS -(7 • ( Coy` 1 K, - CITY �'� _PHONE SJ�I -ZZ�D _ �o��. t4• ) NAME a " ADDRESS CITY 'w" z NAME l l W V1 �,6 E U ADDRESS ? CITY o °HONE LICENSE # u I CLASS OF WORK VEW y ALTERATION ADDITION )EMOLISII REPAIR MOVE MOBILE HOME (make/model) S.F. OF BUILDING jCe 0 0 S.F. OF LOT 5.2 &cfv g OF FLOORS HEIGHT 1' OF FAMILY UNITS # OF BEDROOMS INTENDED USE OF BUILDING I�UO(1 Shb E7 G it GARAGE: SINGLE DBL CARPORT: SINGLE DBL FRONT PROPERTY LINE FIREPLACE DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER WATER SUPPLY CHECK. IF CORNER LOT DRIVEWAY. PERMIT DESCRIPTION OF WORK PLANNED SITE PLAN BUILDING PLANS SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I OTHER DOCUMENTS (specify) - agree to comply with all county ordinances and state laws regulating building constructiol 160 *. O) 5 fl = *,) • Venr JM / aw EIONAYUR FOR OFFICE USE ONLY VALUATION FLOOD HAZARD PERMIT FEE $ LAN CHECK FEE $J 68% CERTIFIED BLDG ELEVATION TOTAL FEE -$ G•Si SCHOOL IMPACT FEE $ /' //9 SPECIAL CONDITIONS rn - - r L at 0 a' DATE' PERMIT ISSUED ZONING DISTRICT PROBLEMS WITH PERMIT TYPE OF OCCUPANCY /1-1 TYPE OF CONSTRUCTION r N ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING /44,0 S.F. OF LOT MAX. HEIGHT /Act ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED a _/ annarar APPROVED: ._/A! L - -A � 0.9 APPROVED: if ➢fi DING DPARTI)rT DATE PLANNIN' ,:eARTMENT DATE r r i i , I 1 f ii Jer of\ ) Gen cY �r z r d J �. l orir'nvous 1 k Q __ r 0 P 1g r 10 r inchui 10113 fey bu P::cd4y q ,5 fthtn:5 f or y en s4 n E° (ol umr ..5 i 11 t b tt i i � f w i�A 7 72ey o no �s� 41 4e.4 01 Building on - i-/ c yid ' r � O» r /' - /Vo 3IA - 6 ` gv 14 Ut( t or • 5+ c p ! A G�rr�q� ab� U zi 1 Si' /5o2 cotini-, 04; 3 3 S + (I-,Co, c !co 5d 33 W Y- 5 k ka i o 9vfiy .1:Z IC_,_ 1 � T I M' f Nause f 7L i )-- go' —1 yoxqy f l ti, { ,e t)1or1/4 1 l r)e. NOTICE A COPY OF THIS PLAN REVIEW IS ATTACHED TO THE OWNER'S OR CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS PLAN REVIEW IS PROVIDED IN CONJUNCTION WITH OR IN PLACE OF REDLINING THE APPROVED PLAN. IT IS THE RESPONSIBILITY OF THE OWNER AND /OR THE CONTRACTOR TO CLOSELY REVIEW THE PLAN REVIEW AND VERIFY THAT ALL CORRECTIONS NOTED ARE BROUGHT INTO COMPLIANCE WITH CODES ADOPTED BY GARFIELD COUNTY. THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF ANY CODE, ORDINANCE OR RESOLUTION OF GARFIELD COUNTY. PERMITS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF CONSTRUCTION CODES OR OTHER ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY SHALL NOT BE VALID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE CHIEF BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA, OR FROM PREVENTING BUILDING OPERATIONS BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF CODES, ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY. (Authority under the 1988 Uniform Building Code Section 303 (c). titled: Validity of Permit) THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS AND NOTATIONS ARE INTENDED TO CONSTRUCTIVE. AND IN SUPPORT OF THE OWNERS INTEREST. Art Hougland, Chief Building Official PRNOTICE Independent Professional Building Inspection Bill Allred 45855 Hwy 6, Canyon Creels # 63 Glenwood Springs, CO 81601 (303) 945 -4418 June 6, 1994 Robert and Sheryl Fuzzi County Road 232 Silt, CO CONDITIONS FOR PLAN REVIEW #58 -94 AT. EOUJLREMFNTS 0-1 All references are taken from the 1988 Uniform Building Code (U.B.C.), 1988 Uniform Plumbing Code (U.P.C.), and the 1988 Uniform Mechanical Code (U.M.C.) 40 x 40 Work Shop: Items needed prior to issuance of this permit as follows: 1) Two complete sets of contra d least a plan review. ,Disf%Pii`' n�s re-) P/ro/ten 2) A plot plan showing other buildings on the property. weS fin' D ro OT / /set go it dlrG� 3) Actual use of building; (wood working shop, machine shop, etc.) Check with Planning for approval. 4) 'glow far away from the mobile home will the building be placed. Respectively, Bill Allred BA/da PLANS EXAMINATION June 6, 1994 Robert and Sheryl Fuzzi County Road 232 Silt, CO #58 -94 This plan review represents an examination of plans / drawings showing substantial conformity with applicable codes of the Garfield County Building Dept. Subject to the following conditions. Respectfully, William D Allred I.C.B.O., Code Consultant (303) 945-4418 • • • • ' . . 1 • . . . 1 , , : [tr. , : I , : , 1 , , • : H .. ]._. , : [ : : : • .[-- , 1 : ; , , I : : : , , [ 1 . . --e : • • 1 [ ' H : : 1- 1 , • [ L , • , , I , ' I I 1 , ; • , 1 • • 1 i . , — • - • H , : _, , • I - r I_ 1 1 [ - 1 1 1 • , t : ; _._. • -H • , . , L I : 1 -, h ; • —1 I I : - I _, 1 [ H 1 1 . t • •—•,----- [—, - . 1 : : , • , , : • 1 1 II , . 1 : . : • . 1 i ,:, : I • • • , , , _,•1,--....,_ _,. • , , . • , , 1 1 -;,....-, • : , I . ....-• , • . , , 1 ; 1 ••I 1 • • 1 • 1; -,i1 • •- ' I ---- , , : 1 - r : F H LIV:i4 _ 1 1 L ' 1 . I ' I. I ; T 1 11 , N-■---.: --- HH , I 1 , 1 , 7 , L ' *%.■1 f:j ...Lt ; . 1 . I Ir; • . 1 l. 1 1 I k ' 1- • I ; r l 1 • ' 4 ' L , _L___j_ 1 : r : 1 . I 1 , c 1 , . . , J 1 1 I q .,,,, ; 1 _i___re-)•,, EH 1 , 1 1_1 , _, ; .1 ii:,1 • 11- , ,1ml, 1 ; 1 h .1 1- .,..,, , r , • 1 , ,‘ ± i , ) , , 77. II •-•:- `k Z• , : , H , • k 1 1 1 ': , • I N ---:, iL• It ' 1. 1 1 F- 1 1 i th 1 r , . . II 1 : I : -1- I I - [ i 1 . 1 , 1 E i • • - —H ; !‘ i iz i 1 1 • 1 1 I ? .1 T . , i 1 ---1— ' i '- 1 - i t . 1 I . • , b....,..._, „ i • , i ! I - • —n , 1 ! :1 ;11 • • 1 i I . ! . , . i i , -,„.,.*, , , , ._ , , ..,,, , , . t•, 1 H i ,-,.. H N .. I rk - I : , - 1,-- 1 1 • 1 i . , t , . , • .- 1 1 • .1_ 1 I k , t t 1 : 1 : I : 1 1 11 • 1 1 . I 1 1 ; -1- 1 ' -1- - t " 1 i • I . • 1 I • , I 1 • I 1 1 • 1 1 _1 - i t . 17 • I I.:!- I : : • L t i 1. • . ' • 1 lc: 11I ‘ku ' I , , . • ' : I i ! - . .1 t : i I 1 ._.. • . 1 . : _.___._....._ ______ ... .._. • ; • --tm--1T-•-•1-"-- • 1 .. I . : . ' • 1 , • ,;----- , ": . • , ; I ; I I t •I ' 1 1 • • , I : 1 .. I Iii t 1 1 1 ' : - I, 1 • , I . , 1 t .1 • .1_ It tl : 1 ! - • 1 • I 1 : - 1 I 1E - 1 E - - I : H I T • - - : 1 1 : i I I- 1 I• : 1 1 . •••7 1 1ETE•: • i . • • • i sIF.T.313^.1..CIT-T9E N•Ok-..) .:_ . — 1 E I •‘: • i -1EIXCP:PlICPNS-&TIN•14P-.)7.;(171(.11if • i .. ' 1 ' CIAKIF,.'1 c 1 1_ , , • • : Etli-11,1)1-Nt.i-J.....'„:,-..ri.J, i ;il -..• • • \ 1 1, _ • . I - 1 . i, • • - • tC4:- /0 - - - • J Pa .._.,.' . : . •y .. ... .. ., ._. (-N F ., , , _..,}41E-1.[Q.)hhh : : , 1 [4-•-,. • : ,h , . 'I , , ,• 4, • , • „ k, No ith[....hhrhr-±,h:Th.ch[hhhh_h[?:;;2,,,,:put r : Is-•• I , I I • i 1 1 -I- 1 0 'PnileLj____HL of 1 1 , 1 1 - I . ' [ 7 1 !- 1 -1- i t ;-• -----t. i. - 7- "'! ' • . , 1 . , _ J_ i I 1 ; * CO i rg 0 tr -d / ° 1ff i ; ... __ _ .. 1 1 , 1 i . ai ,t . if winf . t . 1 . ; ,--,- • .I. . I • I , , , , • .,_ . 1 , . 1 , 'f?ei ,NoIzz2 , 1 ' , , , 1 1 .., : . . , . • , . . . 1 „ , 1 1 1 1 -1- . ! • 1- • ,, • 1 , , ; 1 • , 1 __ • , , 1 • , -- ., 1 1 ; -. M .. sij .el • . .o - © o a - .8/1 8 .B /L 6 -dt .0 -,SI .8 /L 6 -,TI B/t 8 l 3 • m .B /L 6 -,U .Z /I 8 -,41 .B /L 6 -,It Co N N P N O a a O ■ N Y L. Y //) N p o O n o n- P b N \ 4 J Z w r N LI CU \ tL B/S OI .8 /S 0I mi 1– 1 ° o s H ill- ° w 1 O 1 .4 /e B -8t o m D L U i Z as N c - o N N — Of i N o m lin n sN W 2 _z m .: L - -, • -,4 .: /L •• m tty ❑i wi i� rcti CP I_O .B /1 : L - 0 :/L - .13/1 B 0 0 0 0 1 11 . -p1 -1 • .•- I4 • Nmm .\. nn a ° ° a s b CC N;sti Z - - La WI- O1- • Ohi i- CC)Q UJ K - a z._a Om and ..8 ¢m a I zo Q W w UJ Z � gz �� � I V)..< V)..< .2 (4 m Q a= - co as �� o ma 0 > p T T n\ J < a ° CD H EMI N q J La ..4 01. r r-- �r <-1 £i u bb cc • 11.1 Qm U ... CO N > W V q y llW1QN3 W q 12 Y J o J Z / o h W Z >oci W U 0Z 0 N u v `IQ W 0 II d. 0 <M Z to J > = =z W vv "..e W N W Q v Z O ,•i •i • !n J e �o o w oLEOy qo U) � • Z -I v v HW Z . W re (- O N ZVI Q mWWWZW Q g2 m... K =wr .- - . J Cl_ N yW£ 0JW . 0 JgKWUWVI ya 0 La 0Z rz 1- • O rz g 23 Qce 1 >wz 0 a m re u w w w 1 0 U dF- m 2ZwW V W i °aw J <.J. p -ILL' Q Wa a z a wce3 , . 0 yW ° v . QW EZ � qU J 0 �W ° v. v HWQ !-QW Q „ „8 SZ a L v 5 "gz <Q DWF- .a _v-v.. 0 WID CD rate • J ° D~-I gw ZrK Q _ et =2 gm ZOyml!O CD p W CO - • -' 1-- QF 1 -JZI -£ - W I lI O U = . W ° f ° c, 3 w y° P II , Z 0 Q �'1 : PI iD t0 W< U z oa N 6 L • N rn z z K U rn N 7 in m M _1 o o W O m . Z J 1.2/I I m z x MZ V F-I � p . J W �s 2_ o a M n a a. LLL wl u = - N "D. .d. Z W _I U \rp V) � Mm J' . W w W 0 a W U _ . gii J ] Y Z N r - LJ C7 a '"Wwa W : D 0. �LI p Q N -CO N N ° ° w VJ Q N¢�z0S°J CC .D ww n' W mi��U mw p m > 0 / a N II V) ° ° a°w m O ie> p.. F O w I` I .. s s s �aoyow° o ",:v ca m m w N ro a m w x CC 0ISt?maa Jr f D f r z J Ii n n f 2 O L7 . • k bi i E/ - N __y� Li_ .--1 -i Z r 2 H CI • n n a a N > .'- i N i w -I Z L- ICC 1 J u. a d o rn n l7 i z 1 r r 4 4 ri IM / i P If. If. T (7 4 d Q r m w N o 1 e is ' r_v 2 33 J Jooa I W C 33 JOGS -' 0. • .0 -.02 .0 -.02 .0-21 y 2 -.b .b -,L 3LIS nil ig g e4y 1i I 1I ' u -.zI a -.zl A-21 LJ 7 0 lit-P °--ell. 0 -2I 0 -21 3 A-21 W M 0 -2I n A -21 .0 -.z1 1 w I d 3rl$ LOa u_i .0 -.21 3i., i I'PI I Q _ 1 I - .0 - .CI I 17 q ' m O o N 0 - 2I o 2 -ra A -21 A 1 2/1 01 -,; 1 q — Z w 2/" 01 H Z 1 -ra J .0 -.21 'Cr 13 1 .0 -.zt Z o x \i F I- w 0 -,zt w " o • n CZ _ L_ CO in 11 J I IC x04 a-ra J J 1 3 2/ 0I -.[ Q 1 w w C] 2/1 01 -.; q 1 in ti • .a -.at .2n of -.: - - Ira o -.zt Ic o 1 I Q .0-20 w «� W r_ d 3eIS 130 x .0 -,21 . .8 -4 .4 -.L .. a. 0 i -. p / w I • .2/[ 1 -.E1 " m / / .2/1 1 -,41 N . T N u I .2/1 1 -.51 j w .2/1 1 -31 1 Y L O r/ u Z 1- all 4111 w J , .2/[ 1 -.LI cz w I .2 /t t -.8I Z E Q m .2/[ 6 -.8I w w el CC Z 1 Vl 1 J O R Q N J Z m e\ 1 Q w n \ i m u _ \ Z \ (a Z O ^ /a w 0 — -- n w W In n an .8 -4 .4 -.1 .0 -21 .8 -A .4 -,L m m i O / r - -- , w I .2 /t I -.EI m / / .2/1 1 -41 / w m 2 / u 4 4 / .- A .2/1 I -.91 i f IY O / Z 1— / W 1 co I I ;'Tf I ¢ I . ' a CY 'N w w w \ 5 1 = 1 J ? T O a Y Q J Z Zo r\ ®i Q 1 w N. \ 3 •2/1 I -.SI P \ Z 1 .2/1 I -,41 O \ Q Q w . , 1 0 .2/1 I -.E1 w m N. m .8 -.b .4 -,L j ok. l � Q FP05 ^ - / .I i Lc a �c C -138 i / `/ C -dS in / aV3lJ °'c c L .91/L C -.0I ill / / / • o / ) a / Q. 14.4.. P / / / / / / Z / av31J ° / .9 / 0 -.9C h— / � Q W ,gas 0 l - W z 1- W � / �. . "- / dS W W .4 1 Sc CEEK \ 7 Q \ a q0 \ L7 H • \ U) \ y y o NN e s NN d NN .a)' tl NN c 44 ' \ En. OV) \ D>, NN JI Y QQ \ 0 4 PI .p \ c V V' 0 \ c oU) T atl3"1J InN \ .9I /L E -.0I w J NN -pa n In \ . C -dS CU N a `p.D 0 cc fa- \ 1.." VI o a III VI C \ ` ,I I- V V \t— Ir Said ° I d -.N U i 1 I 8 -.4 ,4 -.L Ho as . N£ VIN »» . !§ • . § . . : }.} . • i ( 1 • ) • W ; \ § \ /] . ! ) \ ! • • . «... - |.;§ ) o • . § • • • .E� • \ . . . \ Luz F.27,A CHI . .4 ' ) \ . � { ^ \§ ( zp r z / 1;9" �� , Ai" 111111 \ 6 §)} e _ /, \ ( ( of , \ MUM N . §} r t N N 1— \ �� t4 ici ®� Ed L . \\ ) l ( r / G ' a ; ! 0 L . • ; . ° ; \ .£ z ) \ ) § MI 0 / ' © 0 N • d m �- Yo 3rE b9 0 III id Pi I pi Wh- O h5 o !� g 111 a NJ 1 0 0 C9 • • I A 0 N • El uo u . x tl¢ CC .t 1 i • L O O O o a J 7 0 0 0 0 0 m F a . . 1 z i 0 J O U b G w w J F N r N I: ._II z F J O O H u i Q a� F W � rc pla ., p O • • • • s Y ce . I I- L ! w F W c F 3 ' . > > • .> :b5 . w . . o w a § Q bw 3 d -, w um A 4 o 0 m- -a • o X . _ co ra _, g > 0 - 0 0 ♦ p - - u q o `aj s , m e K / W /� s a P R N a 0 0 4 Y wxa 6 1 1 G @ 3 4 s €w ' ' sx o 1 u q w L.?. urc w I I I W a !- a w PI 7 )r ✓ a u W w a = u $ a c w q ,'(:2), 8 ` O 9u LQ .Y0 a / 1.11111 • 3 ¢ $c u ( o p W O ' � P. W . A F N a — w< Y <- o O W H 4 a Bee W m 7d w . ' m a n a � ��I y o \- I " '" I O I . O q a 0 _....____.... 41- 23482. Reactions Anchor Bolts. & Base Plates 10/10/9:3 7:27am Foundatir_or, Loads <:k:7 Frame Col Max Fos Val Max Neg Val Arc. Belt. Base Plate Id Id Id Horiz Vert. Id Horiz Vert No. Diarrr Width I_en Thick 1 A 4 0.00 0.19 2 0.625 3.25 5.75 0.188 1 0.00 1 :75 1 R 4 1.49 1.89 5 -1.30 1.27 _ 0.525 =.2 5 .75 0.18- 1 0.00 7.10 1 C: 4 1.49 1.39 5 -1.30 1.81 2 0.625 2.2.5 5..75 0.188 1 0.00 7.10 1 D 4 0.00 0.17 0.625 3.25 5.75 0.138 1 0.00 1.72 6 0.00 -0.08 • D 4 0.00 0.17 2 0.625 2.25 5.75 0.188 1 0.00 1.73 • C 4 1.49 1.89 5 -1.30 1.27 2 0.6 2.'75 5.75 0.183 1 0.00 7.10 _ B 4 1.49 1.89 5 -1.30 1.81 2 0.A25 3.25 5.75 0.183 1 0.00 7.10 3 A 4 0.00 0.19 2 0.A25 3.25 5.75 0.183 1 0.00 1.75 6 0.00 -0.05 A 1 10.46 21.72 2 - F_..5:= -7.30 2 O.875 6.00 8.00 0.37C 3 6.5:3 -7.30 1-1u462172 0.:375 A.00 = . _.1' 0 :7.5 1 -10.46 21.72 _ 6.58 -7.30 Load Load Id Combination • CL +WL 1 -.- - �- : DL +WR1 4 DL +LL /2 +WP 5 DL +LL /2 +WL1 +W'_; 6 D- +1L 2 +WR1 +W ; BRACING REACTIONS: With Bracing(k ) No Bracingtlb /t t) Wall Col Harz Vert. Lead At. Id Id React React- Base Angle 1 1.2= 2 139.37 31.23 4 1 3.79 1.96 4 3.79 1.9A. . , . . .. . • J_'k''...ii BUILDING SYSTEMS, INC. . , -- • JOB MADE BY CKD. BY DATE • AGE OF VAU CI d A CiD vS 5 - r - re- 9 1 io 1 i 3 1... REVI- 1 • 1 1 NO. q 0 1 C I I ° t i Z.- SION 2 1 I / 1477 -A . . , . . . • , • , • . . . , . . . . . . , • . . , • : . " - . • . , . . . . ,. . , : • • . . , . . . _ ,- . • , „ . . • , . . . . • : . . • . • • • . , . : • • .• : , , • , • • • . • . . - . . . . . . • , . , : . . : , . . • . . . . . • --- 4 - . . , - , . . . . . . . . z E . . . , , . . . . . . . , . . : - . . . , , . . : . . , , "vp . . . , . . . . , . . . k - • • ' I . . . , - . . ijDO , . . . 1 05 . , . . ' - 0 - 0 411 j . . N . • • . . . . ' . • . , . , . . . , . . . . - . . . . . . . • . • . • • . . , . , .. • . . . . • . . . . . . . . . • . . . , . GIRT SIZE: (Full Bay Girts) - • - `i Bay No. Girt Id Id Girt 1 2 1 1 8X25Z1F. 2 SX' 5Z14 SX3Z1E. • 3 1 :3 X'25Z 15 RAFTERS /SPLICE PLATES: Surf 1 Rafters = 1 Bolts . Id 1 Id Length Size 1 Type Width Thick 1 Type Oiarn Space. Gage 2 1 21.1 10X3112 2 21.1 10X3212 Shr 0.000 A325 0.000 COLUMN Column Column Column Column Id Offset Length Size 1 0.7 10.6 8X35C12 2 12.5 14.6 8X25C14 3 27.5 14.5 3X25C14 4 39.3 10.6 SX25C14 41 -234 FRAMING SUMMARY: Right Erdwall 10 /10/3:: 7:27am 6IRTS: Girt Girt Girt Type Lap Brace ZF 0.000 0.000 GIRT LOCATION: Bay No. Girt_Location Id Girt 1 2 1 1 7.333 2 2 7.333 13.000 3 1 7.333 • GIRT SIZE: (Full Bay Girts) Bay No. Girt Id Id Girt 1 1 1 8X2.5216 8X25214 8X321 5 28 1.000 2.333 w( GIRT LOCATION: Pay No. Girt_Loc at ion Id Girt 1 1 1 7 2 1 7.3:33 GIRT 'SIZE: (Full Pay Girts) Bay No. Girt. Id Id Girt 1 1 1 8X25216 2 1 8X25ZIG WALL BRACING: Pay Cable Id Diam. 1 0.:11:1 2 0.313 - Col- 1 2.50 0.250 34.4. 61.2 0..56 1 °/ Col- 2 2..50 0.250 34.4 61.2 0.56 41- 23482 Design Summary Report 10/10/93 7:' 1.A«r MEMBERS: Mem Seg1 Flange IWeb_Depthf Plate_Thickness Max_UC:V 1 Ma:=: UC:O 1 Max_UCI Id Id 1 Len Wid:St.rt. Ends Web O -flg I- flg:Id Ld Ucv:Id Ld Uco1Id Ld Uci 1 1 11.5 5 7.5 24.0 0.138 0.250 0.250 4 1 0.40 4 1 0.65 4 1 0.92 2 2 3.8 5 22.0 17.0 0.188 0.250 0.250 5 1 0 59 5 1 0.74 5 . 1 0.95 2 3 10:0 5 17.0 11.5 0.135 0.250 0.250 8 1 0.53 10 1 0.57 8 .5 0.42 3 4 10.0 .5 11.5 17.0 0.135 0.250 0.250 13 1 0.53 11 1 0..57 13 4 0.43 3 5 8.8 5 17.0 22.0 0.18:3 0.250 0.2.50 16 1 0.59 16 1 0.74 16 1 0.9.5 4 6 11.5 5 24.0 7.5 0.188 0.250 0.250 17 1 0.40 17 1 0.55 17 1 0.92 WEIGHTS: • Member 1 2 3 4 - - -- - - -- - - -- - - -- Weight (lb) . 225 333 33:3 225 Total Weight (lb) : Frame Members = 1116 Interior Col. = 0 Conrr. Plates = 1.57 Base Plates = 10 Trans Stiff = 0 1283 REACTIONS: (8idewal1 Columns) Load Left_Co1urnrr Right _Column Id Fx(k ) Fy(k ) M(f -k ) Fx(k ) Fy(k ) M(f -k ) 1 10.46 21.72 0.00 - 10.4621.7 0.00 2 -6..58 -7.20 0.00 -0.20 -4.47 0.00 3 0.20 - 4.47 0.00 6.58 -7.30 0.00 4 -5.91 -0.13 0.00 -4.66 - 0.23 0.00 5 4.66 -0.23 0.00 5.91 -0.13 0.00 6 6.81 17.21 0.00 - 10.20 18.63 0.00 7 10.20 18.62 0.00 -6.81 17.21 0.00 6 - -1.71 2.70 0.00 -5.06 .5.53 0.00 i 5.06 5.53 0.00 1.71 2.70 0.00 DEFLECTIONS : (in) Lateral Deft Load @ Top Of Col Vert Def 1 Id Left. Right. @ Midspan 3 10.00 5.0 0.1345 0.i5r00 0.2500 1 8r 3 2 4 10.00 5.0 0.1345 0.2500 0.2500 5 0.00 5.0 0.1875 0.2500 0.2.500 4 1 F. 0.00 .5.0 0.1875 0.2500 0.2500 (10)INTERIOR COLUMNS: (Max: 10 column) No. Col Cal C:ol C:ol Col Connection Urbrace_Length Col Col . . Col Id Typ Rot. Lac Elev Pat. Top Major Minor Set. Size 0 (11)WALL GIRTS: (Max: 20 gists /surface) Surf No. Id Girt Location(ft) 1 1 7.333 4 1 7.3=:3 (12)ROOF PURLINS: Surf Peak Set. No. Id Space Space Purlin 1.050 0.000 4 3 1.050 0.000 4 (13)FLANGE BRACES: (Max: 400 total braces) Surf No. Flange_Brace_At. Id Brace Girt/Purlin Number 1 1 1 2 3 1 2 4 3 3 1 3 4 4 1 1 (14)BASIC LOADS: Wired Wind Seis Dead Live Press Load Load psf psf psf Ratio. 4: 2.20 40.00 19.00 1.00 12.8 (15)WIND COEFFICIENTS: Surf - -Wind 1 - -- - -Wind 2 - -- Surface Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.90 -0.70 0.30 -0.70 0.00 3 -0.70 -0.90 - 0.70 0.30 0.00 4 -0.50 0.80 -0.50 0.80 0.00 (15)DESIGN LOADS: (Max: 34 design leads) Load_Coef f i c i en t.s No._Des. Load Live -- -Wind 1 -- -- -Wind 2 -- Aux Loads Id Dead Live Right. Left Right Left Right. Seis Id 9 1 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 Ca 4 1.00 0.00 0.00 0.00 0.00 1.00 0.00. 0.00 0 5 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 5 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 7 1.00 1.00 0.00 0.00 0.A0 0.00 0.00 0.00 0 8 1.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0 9 1.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0 3% - 41 -234 FRAMING SUMMARY: Roof - 10/10/9 7:27arn FURLIN'= : Surface Purlin Peak Purlin Purlin F'urlin_Lap Purlin St.ub_Purlins Id Type Space Space Rows Ext- Int: Brace, Left. Right. 2B 1.0S0 5.003 4 2.00 0.00 2.33 Y Y 2B 1.0s0 5.008 4 2.00 0.00 7".32 �: y FURLIN SIZE: Surface Siie_Of_Purlins_At_Eay Id 1 2 t 8X25214 8X25214 3 =. X 25214 8X2.5214 EAVE STRUTS: Stall Lap Bolt. Size_Of_Eave_=:trut.s_At._Ray Id Plate Diam 1 2 2 N 0.500 8E14 8E14 4 N 0.500 E.E14 8E14 ROOF BRACING: Bay Attachment Location (Distance measured from back sidewal1) Id 0.0 12.5 20.0 27.5 40.0 1 0.313 0.250 0.250 0.313 41 -234 FRAMING SUMMARY: Left. Endwall 10/10/93 7:27arn • GIRTS: Girt Girt. Girt. Type Lap Brace 2F 0.000 0.000 GIRT LOCATION: Bay No. Girt_Lc_icat.ion Id Girt 1 2 1 1 7.333 2 7.333 13.000 3 1 7.333 GIRT SIZE: (Full Bay Girts) 41 Bay No. Girt. Id Id Girt. 1 1 1 ;3X25215 2 2 :::X25214 8X3Z15 :3 1 8X25215 RAFTERS /SPLICE PLATES: Surf 1 Rafters I =:pl i ce_P1ates 1 Bolts Id 1 Id Length Size 1 Trpe Width Thick 1 Type Diam Space. Gage 2 1 21.1 10X3Z12 2 21.1 10X3212 Shr 0.000 A325 0.000 COLUMNS: Column Column Column Column Id Offset Length Size 1 0.7 10.5 8X35012 2 12.5 14.6 8X25C14 3 27.5 14.6 8X25C14 4 39.3 10.6 8X25C14 41 -234 FRAMING SUMMARY: Right Endwall 10/10/93 7:27arn GIRTS: Girt Girt. Girt. Type Lap Brace ZF 0.000 0.000 GIRT LOCATION: Bay No. Girt_Lacation Id Girt. 1 2 1 1 7.333 2 7.33:3 13.000 3 1 7.333 GIRT SIZE: (Full Bay Girts) Bay No. Girt Ld Id Girt 1 2 1 1 8X25215 2 2 8X25Z14 8X 3Z16 LB 1.000 2.333 GIRT LOCATION: Bay No. Girt._Locatiori Id Girt 1 1 1 7.333 . . 1 7.3:53 GIRT SIZE: (Full Bay Girt.$) Bay No. Girt Id Id Girt 1 1 1 8X25Z15 1 SX2SZ16 WALL BRACING: Bay Cable Id Diarn. 1 0.31:= 0.313 (17)AUXILARY LOADS: (Max: 20 loads) 9/ _ , No. Aux Ni:' Add Add Comb .. Aux Id Loads Id Coeff ri (18)ADDITIONAL LOADS: (Max: 40 loads) (F -k , W -k /ft, Dx,Dy,D1-ft) No. Add Surf Load Fx Fy M Dx Dy - - Cc ,n c Add Id Id Type W1 L'2 Co Dll D12 - Dist (19)FLOOR BEAMS: Bay No. Floor Bearn Con_Type Con Loc Beam Properties Id Floor Id Ht. Lt Rt. Lt. Rt. Area Ix:.: 1 (20)CABLES: Bay No, Cable Cable Cable Cable Id Floor Id Level Type Area 1 0 41- 23482 Base Plate and Anchor Bolt Design 10/10/93 7 :21am Bolt Type - A307 Column Max_React.ions(k ) --- Plate_Size(in) - -- -- --Bolt.s(in)---- Loc. Comp Tens .Shear Width Length Thick Row Diarn Gage Left 21.7 -5.5 -10.5 6.0 8.0 0.375 1 0.875 3.50 Right 21.7 -5.:5 10.5 6.0 8.0 0.375 1 0.87.S 3.00 • 41- 23482 Bolted- End - Plate Design 10/10/93 7:21am Bolt Type = A325 3p1ic_ Member - Plat.e(in) -- Tens . Load(k; ��� .7-k ) Bolt(in) Id Typ Loc. Width Thick Loc. Id Shr Mom Row Diarn Space Gage 1 PEE 1- 2 5.0 0.625 Top: 1 16 88 2 0.625 3.50 3. - 50 Bot: 4.. '0 31 2 0.625 3.50 3.50 2 -EE 2- 3 6.0 0.500 Top: -7-.. -2 2 2 0.525 =.50 - .50 3 Bot: I 3 20 2' 0.6' 3.50 :.50 PEE 4 6.0 0.62.5 Top: 1 -15 88 2 0.62C _3.-S0 - .50 :Bat: 5 0 31 2 0.625 . 3.50 3.50 41 -23482 Stiffener Report 10/10/93 7:21am Stiff Stiff Stiff Force Force Force Loc Width Thick Calc. Allow Ratio 1 -0.23 0.33 -0.97 2 0.40 0.24 0.25 3 -0.24 -0.40 0.25 4 0.91 0.89 0.03 5 -0.89 -0.91 0.03 6 -0.12 0.44 -0.81 7 -0.44 0.12 -0.81 0.25 0.29 -0.20 9 -0.39 -0.2C -0.20 DEFLECTION=: LIMIT: Lateral Def 1 Load to Top Of Col Vert Def 1 Id Left Right. @ Midspan 1 419 419 493 341 5R2 1900 s CR2 :=41 1900 4 151 155 15779 5 155 151 15700 6 1194 216 5 7 315 1194 590 549 353 23.99 9 353 549 2299 GIRT /PURLIN BRACE LOCATIONS: Surf. No._Girt/ Id Purl in Brace Location 1 1 1 2 3 1 2 4 3 3 1 3 4 4 1 1 41 -23482 Rigid Frame Design Warnings 10/10/93 7:21arn .. No Warnings