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Home My WebLink AboutPermit Building 2008-3-27 Status Issued CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2008-00408 ISSUED: 03/27/2008 APPLIED: 03/26/2008 EXPIRES: 09/27/2008 VALUE: $ 121,695.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line SITE ADDRESS: 1827 S 58TH ST ASSESSOR'S PARCEL NO.: 1802030009700 SPRINGFIETYPE OF WORK: Single Family Residence TYPE OF USE: New Residential PROJECT DESCRIPTION: Single family residence- SAME AS COM2008-00140 1633 S 58th Owner: HA YDEN ENTERPRISES Address: 2622 SW GLACIER PL #110 REDMOND OR 97756 Phone Number: 541-228-6935 I CONTRACTOR INFORMATION I Contractor Type General Contractor HA YDEN ENTERPRISES License 92208 Expiration Date 07/29/2009 Phone 541-228-1081 BUILDING INFORMATION I # of Units: 1 # of Stories: 1 Lot Size: Primary Occupancy Group: R-3 Height of Structure 15.00 Sq Ft 1st Floor: 1,031 Secondary Occupancy Group: U Type of Heat: Forced Air Gas Sq Ft 2nd Floor: Primary Construction Type VB Water Type: Gas Sq Ft Basement: Secondary Construction Type: Range Type: Sq Ft Garage/Carport 480 # of Bedrooms: 2 Energy Path: Path 1 Sq Ft Other: Sprinkled Building n/a Occupant Load: I DEVELOPMENT INFORMATION' Frontyard Setback: Side 1 Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: 18.00 12.00 12.00 29.50 0.00 Overlay Dist: # Street Trees Rqd: Paved Drive Rqd: % of Lot Coverage: 2 Yes 25.30 REQUIRED PARKING Total: 2 Handicapped: Compact: NOTICE: PUBLI~,~~r.~~~MENTS I MIT SHALL EX '\rIL .r ,"'- .. Street ImprovemelMiS PER D m~ IWflgoV~iMIT IS NOT Storm Sewer Avail1~fu~ORIZE D OR IS ABANLY~'~ED fOR Special InstructiOlGOMMENCE ANY 180 DAY PERIOD. Description Type of Construction Sidewalk Type: C b 'd 7' I leWe() ur Sl e (-'-I_,;,..,.-D6W'nSllo\u(sffifajg~:leq\J.tn"curb and Gutter I /_ f ~.\t 5UI\\B~ I \' -');~\,O>-l" - ) eLl\ '. 00 da a\ alH ' '" i10^ 06 ; --\ \ 0 S8ldu..l ,. ~3 B'10 U\ ICIJ el\H l\o'nol\.\\OW-- ,.' _. '''8\!-noN ..,('~ \-I'({O_. \L 'I.A1UOJ ' - Hf"\l - - 8-'13 S8\,1J ",...~ - %. do"''8 salll" ",-. . I \ 18'1 A /.,q pe1 '" - jJ..V Valuation Description ,e':.? \0 al\\ B\ uooalO :NO\lN:i Gal M \ ..; ~ ' $ Per Sq Ft Square Footage or multiplier or Bid Amount Value _ Date Calculated Notes: Pa2e 1 of 4 Status Issued CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2008-00408 ISSUED: 03/2712008 APPLIED: 03/26/2008 EXPIRES: 09/27/2008 VALUE: $ 121,695.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Dwellin{!s Gara{!e v Wood Frame Gara{!e $105.00 $28.00 1,031.00 480.00 $108,255.00 $13,440.00 $121,695.00 03/26/2008 03/26/2008 Total Value of Project ~ Fee Description Amount Paid Date Paid Receipt Number -Mech Iss 2+ Appliances- $40.00 3/27/08 1200800000000000278 + 10% Administrative Fee $127.56 3/27/08 1200800000000000278 + 12% State Surcharge $153.07 3/27/08 1200800000000000278 + 5% Technology Fee $82.53 3/27/08 1200800000000000278 2 Baths One or Two Family $280.00 3/27/08 1200800000000000278 Addressing Assignment $35.00 3/27/08 1200800000000000278 Appliance Vent $7.00 3/27/08 1200800000000000278 Building Permit $701.60 3/27/08 1200800000000000278 Curbcut Permit $85.00 3/27/08 1200800000000000278 Dryer Vent $7.00 3/27/08 1200800000000000278 Exhaust Hoods $10.00 3/27/08 1200800000000000278 Furnace - up to 100,000 btu $14.00 3/27/08 1200800000000000278 Gas Outlets 1-4 $5.00 3/27/08 1200800000000000278 Plan Review Major - Planning $205.00 3/27/08 1200800000000000278 Plan Review Same As $220.00 3/27/08 1200800000000000278 Residence Wiring 1000 Sq Ft $117.00 3/27/08 1200800000000000278 Residence Wiring Ea Addtl 500 $42.00 3/27/08 1200800000000000278 Sanitary Sewer - Improvement $469.29 3/27/08 1200800000000000278 Sanitary Sewer - Reimbursement $617.17 3/27/08 1200800000000000278 SDC MWMC Administration $10.00 3/27/08 1200800000000000278 SDC MWMC Improvement $990.39 3/27/08 1200800000000000278 SDC MWMC Reimbursement $95.35 3/27/08 1200800000000000278 SDC Sanitary/Storm Admin $122.93 3/27/08 1200800000000000278 SDC Transpo Improvement $862.25 3/27/08 1200800000000000278 SDC Transpo Reimbursement $195.48 3/27/08 1200800000000000278 SDC Transportation Admin $73.36 3/27/08 1200800000000000278 Sidewalk Permit $85.00 3/27/08 1200800000000000278 Storm Drainage Impervious Area $685.81 3/27/08 1200800000000000278 Storm Sewer Each Addt1100' $16.00 3/27/08 1200800000000000278 Temp Power 200 amps or less $55.00 3/27/08 1200800000000000278 Vent Fan $21.00 3/27/08 1200800000000000278 Willamalane Single Family $2,513.00 3/27/08 1200800000000000278 Total Amount Paid $8,943.79 I Plan Reviews I Public Works Review Structural Review 03/26/2008 03/26/2008 03/26/2008 03/26/2008 APP LKW APP DLM weep hole to curb & gutter Approved as noted on the plans Plannin{! Review 03/26/2008 03/27/2008 APP TAJ Pa{!e 2 of 4 CITY OF SPRINGFIELD Building/Combination Permit Status Issued PERMIT NO: COM2008-00408 ISSUED: 03/27/2008 APPLIED: 03/26/2008 EXPIRES: 09/27/2008 VALUE: $ 121,695.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line To Request an inspection call the 24 hour recording at 726-3769. All inspections requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following work day. ~eouiredJnsoections I Erosion/Grading Inspection: Prior to ground disturbance and after erosion measures are installed. Sidewalk - Curbside: After forms are erected but prior to placement of concrete. Curbcut - Standard: After forms are erected but prior to placement of concrete. Ufer Electrical Ground: Install ground rod at footing and call for inspection in conjunction with footing and/or foundation inspection. Footing: After trenches are excavated. Foundation: After forms are erected but prior to concrete placement. Post and Beam: Prior to tloor insulation or decking. Floor Insulation: Prior to decking. Shear Wall Nailing: Before covering sheathing with finish materials. Framing Inspection: Prior to cover and after all rough in inspections have been approved. Wall Insulation: Prior to cover. Ceiling Insulation: Prior to cover. Hold Downs Installed: Special Inspection performed prior to placement of concrete. Provide report to City Building Inspector. Final Building: After all required inspections have been requested and approved and the building is complete. Undertloor Plumbing: Prior to insulation or decking. Undertloor Drain: Prior to cover or placement of concrete. Rough Plumbing: Prior to cover and including required testing. Water Line: Prior to filling trench and including required testing. Sanitary Sewer Line: Prior to filling trench and including required testing. Storm Sewer Line: Prior to filling trench. Final Plumbing: When all plumbing work is complete. Undertloor Mechanical. Prior to insulation or decking and including required testing. Undertloor Gas: After line is installed and required testing and capped if not attached to an appliance. Rough Gas: After line is installed and required testing and capped if not attached to an appliance. Gas Service: After line is installed and line has been connected to a minimum of one appliance including required testing. Presure test done at this point. Pal!e 3 of 4 Status Issued CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2008-00408 ISSUED: 03/27/2008 APPLIED: 03/26/2008 EXPIRES: 09/2712008 VALUE: $ 121,695.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Rough Mechanical: Prior to Cover Final Gas: When all gas work is complete. Final Mechanical: When all mechanical work is complete. Temporary Electric: Approval required prior to Utility Company energizing pole. Rough Electric: Prior to Cover Electric Service: Approval required prior to utility company energizing service. Final Electric: When all electrical work is complete. By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety. I further certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that each address is readable from the street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all lim.. du"n~u~s::~y JA ~htJ . ( Owner or Contractors Signature Date Pa2e 4 of 4 CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET JOURNAL OR JOB NUMBER COM2008-00408 NAME OR COMPANY Hayden Homes LOCATION 1827 S 58th Street TAX LOT NUMBER 1802030009700 DEVELOPMENT TYPE Smgle FamIly ResIdence NEW DWELLING UNITS I BUILDING SIZE (SF~ 1511 LOT SIZE (SF) 1 STORM DRAINAG.g DIRECT RUNOFF TO CITY STORM SYSTEM IMPERVIOUS S F x I COST PER S F CHARGE 198200 I $0346 = I $68581 I RUNOFF ROUTED TO DRYWELL DESIGNED AND CONSTRUCTED TO CITY STANDARDS IMPERVIOUS S F x I COST PER S F x I DISCOUNT RATE I I DISCOUNT o 00 I $0 346 I 50% I = I $0 00 ITEM 1 TOTAL - STORM DRAINAGE SDC 1 $685.81 I r 2 SANITARY SEWER - CITY A REIMBURSEMENT COST I NUMBER OF DFU's I x I 23 I 5962 ifJ ~ Q o U ~ ~ t-< - ifJ >-< o ~ $685.81 ] 070 COST PER DFU $26 83 $617.17 109] B IMPROVEMENT COST NUMBER OF DFU's x 23 COST PER DFU $20 40 $469.29 1092 ITEM 2 TOTAL - CITY SANITARY SEWER SDC =1 $1,086.46 3 TRANSPORTATION A REIMBURSEMENT COST I ADTTRIPRATE x NUMBER OF UNITS I x COST PER TRIP x I NEW TRIP FACTOR I 957 ] I 2043 I ] 00 $195.48 ]093 B IMPROVEMENT COST I ADT TRIP RATE x I NUMBER OF UNITS x COST PER TRIP x INEW TRIP FACTOR I 957 I 1 $90 10 I 100 $862.25 1094 ITEM 3 TOTAL - TRANSPORTATION SDC =1 $1,057.73 4 SANITARY SEWER - MWMC A REIMBURSEMENT COST INUMBER OF FEU's I x COST PER FEU I ] I $95 35 = l $95.35 1054 B IMPROVEMENT COST INUMBER OF FEU's I x COST PER FEU I ] I $99039 = $990.39 ]055 MWMC CREDIT IF APPLICABLE (SEE REVERSE) $0.00 I ]054 MWMC ADMINISTRATIVE FEE $10.00 1056 ITEM 4 TOTAL - MWMC SANITARY SEWER SDC =! $1,095.74 SUBTOTAL (ADD ITEMS 1,2,3, & 4) =1 $3,925.74 - 5 ADMINISTRATIVE FEE I SUBTOTAL x ADM FEE RATE CHARGE L $3,925 74 5% $196 29 TOTAL SANITARY ADMINISTRATION FEE 12293 1079 TOTAL TRANSPORTATION ADMINISTRATION FEE. $73 36 1078 Kaye Wilson 3/26/2008 TOTAL SDC CHARGES =1 $4,122.03 PREPARED BY DATE DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE NUMBER OF NEW FIXTURES x UNIT EQUIVALENT = DRAlNAGE FIXTURE UNITS (NOTE FOR REMODELS, CALCULATE ONLY THE NET ADDmONAL FIXTURES) NO OF FIXTURES DRAINAGE UNIT FIXTURE FIXTURE TYPE NEW OLD EQUNALENT UNITS BATHTUB 2 0 3 = 6 DRINKING FOUNTAIN 0 0 1 = 0 FLOOR DRAIN 0 0 3 = 0 INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC 0 0 3 = 0 INTERCEPTORS FOR SAND / AUTO WASH / ETC 0 0 6 = 0 LAUNDRY TUB 0 0 2 = 0 CLOTHESW ASHER / MOP SINK 1 0 3 = 3 CLOTIlESW ASHER - 3 OR MORE (EA) 0 0 6 = 0 MOBILE HOME PARK TRAP (1 PER TRAILER) 0 0 12 = 0 RECEPTOR FOR REFRIG / WATER STATION / ETC 0 0 1 = 0 I RECEPTOR FOR COM SINK / DISHWASHER / ETC 1 0 3 = 3 I SHOWER, SINGLE STALL 0 0 2 = 0 I SHOWER, GANG (NUMBER OF HEADS) 0 0 2 = 0 I SINK COMMERCIAL/RESIDENTIAL KITCHEN 1 0 3 = 3 SINK COMMERCIAL BAR 0 0 2 = 0 SINK WASH BASIN/DOUBLE LA V A TORY 0 0 2 = 0 SINK SINGLE LAVATORY/RESIDENTIAL BAR 2 0 1 = 2 URINAL, STALL / WALL 0 0 5 = 0 TOILET, PUBLIC INSTALLATION 0 0 6 = 0 TOILET, PRIVATE INSTALLATION 2 0 3 = 6 MISCELLANEOUS DFU TYPE NUMBER OF EDU'S 20 = 0 TOTAL DRAINAGE FIXTURE UNITS 23 *EDU (Eqwvalent DwellIng Umt) IS a dIscharge eqUivalent to a smgle famtly dwelling urnt (20 DFU's) set at 167 gallons per day MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE YEAR ANNEXED BEFORE 1979 1979 1980 1981 ]982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 CREDIT RATE/$I,OOO ASSESSED VALUE $529 $529 $519 $512 $498 $4 80 $463 $440 $407 $367 $322 $273 $225 $1 80 $1 59 $145 $125 $109 $092 $072 $048 $028 $009 $005 IS LAND ELGlBLE FOR ANNEXATION CREDIT? (Enter 1 for Yes, 2 for No) IS IMPROVEMENT ELGlBLE FOR ANNEX CREDIT? (Enter I for Yes, 2 for No) BASE YEAR 2 2 2005 CREDIT FOR LAND (IF APPLICABLE) VALUE / ]000 CREDIT RATE $000 x $000 = I $000 CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE / 1000 CREDIT RATE $000 x $000 o TOTAL MWMC CREDIT = $000 SPRINGFIELD '-""=--="'"";-,\ ZON ~y ;, -11t~~,,,,ri~_~,~l~~:~ IN1TlALslJjY) I d :: '" ~~\:;!~ DATE \~'l:6/o" " ~'I ~ SOURCE~~ Date 3 ~,IOK ' 225 FIFTH STREET. SPRINGFIELD, OR 97477 . PH.(541)726-3753 . FIL'l (541)726-3689 ELECTRICAL PERMIT APPLICATION CIty Job Number CDW\ZoO? - DD40f 1. /827 5 LEGAL DESCRIPTION I ~b'Z C/ '3 ~ C:::> JOB DESCRIPTION' // // vuSt!!!! C> ~~C> ,\1 (~:."'J.";:~I~I':~'l):II:{"}~-!l:~~1i"(l,;:r:;l'!I_q'~~';.'I'",1 "-;'1-"rt~Y'J>,~Y~!ff.(.~t.:Jn~,,\ "TJ""P,v ~~-'l;'P;;"t," ~',..../.' 1'1-'" $" 1- 3. f::CPlywEETEiJ}illi;SeHEilU1J1?;-BB.1!My1:{;,:'{;,,;1:.:~j;,,~;!.:;; ,1,'> ; !"\' ;'}'" I r. \ i' ~,~ ~ ~ ~ ~~ ~'t"')~" J!h?l ~ltl1,t t~~1~}i 11d\!\;:U,\:[rV'( ,~,:'--u:J.~I;\~",J i;,'~~1.Jt~\,'';;,,'... "..';~ ,{~. l~,"'\ .1\~;: i ~,: /1 x , < ..~~ , ; ~:~ A. ~~'htJl:l' .:f:lf.b~Y~rJr'rr~w ::tS,1~.r~ T~~r~ r'"'~I~!YI;;~~WI~,~~ ~wJ~r r-'~~:();:'l' g Hl)) m'illii:;;Fl'i'::.\'~l y""..,. d "; nf ." ". "., ~:~:"J",; ">" ,'w u, ' .. l' ", 't1J )\~pe:r )V.c, ng Iln)t. " R~_'"t rrl~_,I.J-ll,~"~I,, ,,','1,~I~.lIr... 'L,,{,,;f"'AA lI"\'!. I L JA....II... It ,,~'ll ,Jl~f" A _ , ServIce Included 1000 sq. ft. or less Each addItional 500 sq ft or portion thereof I $117 00 -1/7 I""l.... $ 21 00 +-2- Permits are non-transferable and expIre If work IS Each Manufact'd Home or not started wIthin 180 days of Issuance or if work is Modular Dwellmg ServIce or . _ --Suspended-fOl=-180-days---- _ . . __ ._-_ ______ _n.__ ____Feeder______ Electrical Contractor J;,f)/bk:)l E/ec Address ;;2087'1 ~ L + JS-rm..A $55 00 B. $;~~~~1~1f~i~:~lJt~1~~r*~~1~1~~r',]IIr;~~(;~ .anOllS^OriReldcat,o'n"l,;\:, 1,~~l~~t!~'.rJli:~Jt'UjH~1.:t' Al~l J ,1',:, ";,-:':X~;Gl1 rY!~ 200 Amps or less 201 Amps to 400 Amps 401 Amps to 600 Amps 601 Amps to 1000 Amps PliOne- 2!i.13n7?jg-- ~Over lOOo-Amps/Volts Reconnect Only $ 70 00 $ 83 00 $138 00 $180.00 $4TYOo-- . $ 55 00 . ----CIty Exprration Date LfoYLf 5 {hn1 /7 2- ~~G. ~7 Supervisor LIcense Number Constr Contr Number Exprratlon Date S~~C~6:'~:~ ~ Owners Name j ~1 L Rll. ~....Js Address :;2 (;67 C; C~ c + u City \l>~ Phone .')4 ( '}tlg ~n OWNER INSTALLATION YbemstallatJOn is bemg made on propertY I -own-w!ijdi . IS not intended for sale, lease or rent Owners SIgnature" ~ InspectIon Request: 726-3769 c. '''r1t'ri'{.lrl(..\,1'1l~jl 7~t:l\*~~lj~jtt'~~1 :; 1~J.t:1 t, 1..~\!lI.lJ!' Installation, AlteratIOn or Relocation 200 Amps or less 201 Amps to 400 Amps 401 Amps to 600 Amps Over 600 Amps or 1000 Volts see "B" above D ~~~~'1t4:~lp . !t:r~~~YI I $ 55 00 $ 76 00 $110 00 -5~ T I' ~\~':!~i 1'I\tl,},?<"I\~)lt, J~ 1.1,1~11\~&I~'II~lT1~~"F.:I\.'; " J.i'llr,l!<~b'!.ll ".:_,l~'l\'}. 1,,) New Alteration or ExtenSIOn Per Panel One CirCUIt Each Additional Crrcwt or With Service or Feeder Penmt $ 48.00 $ 400 E. .,>-~ ",0,'-" '''_", .,w '" " 't~(~~~~ I"lll}~ J,II~llr,'M~'hJ""~'["~l I acn;~1u~ta a'tlOrlJ !~.iIl::f-;\'3:.!Ut.l1iliti r~~y.n.!lffif~'!'~~~l(~h~ Pump or irrigatIon $ 55 00 SIgn/Outlme LIghting $ 55 00 Lumted Energy/Residentlal $ 28 00 rimiiea-Energy/CornrnerclaC - -- - ----.-- - $ 5000 - .. ---- --- Mimmum Electric Permit Inspection Fee is $50.00 + Surcharges ,0::' 4. 2- L4 4'0 - 12% State Surcharge Z ~ . a,f, 10% Administrahve Fee '2.. j, <f~ 5% Technology Fee / c . '11 TOTAL ~~1.7~ Shared Dnve(T )/BUlldmg FormsfElectncal PermIt Apphcat~on ] -08 doc Job. No. CIM:///llJ!; -(J01tJf, SYSTEM DEVELOPMENT CHARGE WORKSHEET FOR 2008 NAME: .1 fA . .L)Cil J ~c?) PHONE: "'2-2$ -~9JS- ~- , ADDRESS:-Z~.f dlV ~{jlCITY~i1IHlJt/j STATE:&! zIP:n1S-~ fJt, LOCATION OF PROPOSED BUILDING SITE: Street Address: / {!J.2. 7 t'" ~ S-~ & s r Plat Name:~ ~M-1M1:( Tax Lot Number: /8"2..""3 19 () (2!J /0 d 1. DEVELOPMENT TYPE (Check appropriate dwelling{s). Dwelling type definitions are on the back ) A. Sinale-Familv Detached NO. OF UNITS X $2,513 per unit = $-25/.1 B. Sinale-Familv Attached NO. OF UNITS X $2,726 per unit = $ C. Multi-Familv Aoartment NO. OF UNITS X $2,323 per unit = $ D. Sinale Room Occuoanc'l NO. OF UNITS X $1,162 per unit = $. E. Accessorv Dwellina Unit NO. OF UNITS X $1,257 per unit = $ $ WILLAMALANE SDC 2. SDC CREDIT (If applicable) SDC payer must furnish proof of Willarnalane Credit approval.) $ 3. TOTAL WILLAMALANE NET sec ASSESSED (if SDC reduced for Credit) ~~c. $ 2S/3 .:J I Z;(, C::>x Date Development Services Department City of Springfield 5 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone City of Springfield Official Receipt Development Services Department Public Works Department Job/Journal Number COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 CO M200 8-0040 8 COM2008-00408 COM2008-00408 COM2008-00408 COM2008-00408 Payments: Type of Payment CredltCard cRecemtl RECEIPT #: Date: 03/27/2008 1200800000000000278 DescriptIOn Plan RevIew Same As Storm Dramage ImpervIous Area SanItary Sewer - ReImbursement SanItary Sewer - Improvement SDC Transpo ReImbursement SDC Transpo Improvement SDC MWMC ReImbursement SDC MWMC Improvement SDC MWMC Admmlstratlon SDC SanItary/Storm Admm SDC TransportatIon Admm SIdewalk PermIt Curbcut PermIt Bulldmg PermIt Addressmg ASSignment Wlllamalane Smgle Famlly 2 Baths One or Two Famlly Storm Sewer Each Addtl 100' Furnace - up to 100,000 btu Vent Fan ApplIance Vent Exhaust Hoods Dryer Vent Gas Outlets 1-4 ~Mech Iss 2+ ApplIances~ ResIdence W mng 1000 Sq Ft ResIdence Wmng Ea Addtl 500 Temp Power 200 amps or less Plan ReVIew Major - Plannmg + 5% Technology Fee + 12% State Surcharge + 10% AdmmlstratIve Fee Paid By HA YDEN HOMES/ERIC Item Total: Check Number AuthOrizatIOn ReceIved By Batch Number Number How Received NJM 095351 In Person Payment Total: Page 1 of I 11:32:45AM Amount Due 220 00 685 81 61717 469 29 19548 862 25 9535 990 39 10 00 122 93 7336 8500 8500 70 I 60 3500 2,51300 28000 1600 1400 2100 700 10 00 700 500 4000 11700 4200 5500 205 00 8253 153 07 127 S6 $8,943.79 Amount Paid $8,943 79 $8,943.79 3/28/2008 S'I\ME As 1{P33 .5 S( th, C. g -00/4 C 225 FIFTH STREET. SPRlNGFIELD, OR 97477 . PH:(541)726-3753 . FAX: (541)726-3689 City Job Number ('0W17'-o0g"- ooL(Og' DateT--.9G_-'-OL ~ 1 & 2 Family Dwelling or Accessory !XI New Construction 0 Demolition o ~1ulti-Famil)' 0 Addition/Alteration/Replacement 0 Other o Cornmercialnndustrial 0 Tenant Improvement lob Address . N:Jj , < '<;-lith. Lot ~5, Block !'.' -, ~'l'" . . <.- ',.::......, -'J. Bldg No. Subdivision ~~.. MI'AJ""5 Tax MaplTax Lot I ~h9!1e Fax . "Ej' 'c90116'a.ctar(s-)+VctJ;;,:::;';;,;;I:_:l,~:~;,i;;.'~;'~:;G~::~<t?~~qt~[''41~ii~~j;:~;;',1'~';g.'i~;;,;:{<\.'~';;::~Y1E~E.~}fZ!~'J}r:::. . Contractor's Name CCB# Expiration Dale Ph~ne # ... General ~d,n a-"... Plumbing t1J!i<;/.~ PI(Jrr-.;u',; Mechanical Pcv, ~l- ff.'r ("a_~ f- ~ec:~:~n;i;::i~lt~l!~~rif;::'J~'~is\j; ~::i~;nHa.1P,r()j~~i'i(:\:i'i '"," '.' . '"", Has site review application been submitted? Heat Source: Primary (", c.. ~ DYes 0 No 0 NIA Water Heater 1..,<,<:.. Range If so, Name of Planner Do you require any of the following for this project? Journal Number Over-width or Second Driveway 0 Yes I:ZI No Temporary Power 5?1 Yes 0 No Notice: All contractors & subcontractors are required to be licensed with the Construction Contractors Board of the State of Oregon under D~ovisions ofO~S 701 and ma be re uired to be licensed in the 'urisdiction where work is bein erformed. I'For Qffice UseOrIliJ'. ' - ',,:-': ,',,' ';1",',;::'.::,:" ,"j(,:r:: ._ :':,',c,,:,..:,:: ',' .co.' __ . ,',,:, .,. ".~" . _ . . '. I PLAN CHECK FEE ,- -7-7_0 , RCPT# I PERMIT Project Name Description of Work/location on premises/special conditions o p~o p~'r:t1J Owri~!: ,~;<~:.:t'\:,G~: :;;..~/')'\~\:~~~i~f~{!~~~fi~f~~)~'~_ Name /-1 "-Vd,.1'\ f1cJm.e S . . Mailing Address ;)4~ l/ S W 6MC./u PI. City Kcoln.Mc) State ate Zip "i77SrD Phone ,54/-.229-6<73') Fax fL/{-d57?' Owner Representativ"e Phone Fax o ;~.:.~;P ~i~:~~~~_' --:.~:~~~t;:~'~:.-?~:~:i\j.::~;jj~~~Jt~;~tf$t1:wM~~ikl~ Name 4vr.J"n I-h..,u:c, Mailing Addr{ss P.O. &.... V<i<3 City ~,.,. G. yo( State Phone d- ~'ii' -t:;q ~i' Fax Zip 7'-1 I , ;)$ 7~ ;, ~J: "'f.';::' ".:, -;:_:' ~':.'-';;. '~>:'.~':f'J ~:",,~;,":~;:;l,}}~,'(.-t~.J.j~~(~~~lig~t:~'#:W::~?f~~;,~~ o ~ ':Af.C1z.ltec.t/J)l;S1g1]!!.rIEng~_n.et:-1\~~:~~~:..ru.~~.~*i' Name .:..lk:rJ~,.,ic: / r U .En ~ _ Address . City Contact Person State Zip BUILDING ..s''''c./~ ~A~", . to. - <. .- , 1 & 2 F,ainily 1)lvelling SQFt IO~1 Ljf,O - Suite No. . /BoZc~c>o C> '7 7l>O ~..de-MU!: X $/SQ Ft Value New Dwelling Area Garage/Carport Area Other Structure Area 12-/6 U- Total Value 29'//;:/~~i~:~W}W(dNjriili;~f~lti-F(ImilY'." ... SQ Ft X $/SQ Ft Value Existing Building Area New Building Area Total Value. """"':!..,C."?,...~~._"",.,,._,__':~~,~.~,i-,~~:,r.,fr..:~.~ ':::~~.'..'}~,'~.',".','~,~,.'.~.,:.',~ _:,-"".~.":,.,,-,,,.-.,,~.,.-~.;.,.'!_'..'.-~,'.,~:.~._:.,.'..',:.,',"c'_..:.':.'"'.',r.,.",,.'."' .,';,_..'..;:....'"..:....',~.,.:._'~.'......:..,'....:....,.,....-:.,., "::~" ',":,' . ..:........:..."... '_ _ _ . .... :<',.. . ." ,. ,. . ..~ ,~~~~:h;~~-c'. -'~ ~_~~-_ . .. '.-;- -_~~~}i<{,~:5r.:~~~~W;~~~r~;~~\ Existing -New_ Occupancy Group(s) Const. Type(s) Number of Stories ./,-: {22~. .."....... "'-':'/;,-;-: Secondary Energy Path I I APPLICATION ";'-'::1 I IEvl Shared Drive(T;VBuirding FOnnsIBuildinJ; Permit Appliclltion lO-02.doc ;tt:" C '6 - 4~~ . \. , ~ . .. ~d.,..... 1'0'"2+":- ~A( ~~s. - 2'"~ a..I (p~ ~ . S~6 ~."':"- BUILDING PERMIT CHECKLIST -- . ~_ . Lo+ 2-2S= . A-f'fJ : I Lot Size I Zoning I Plan Designation Metro Plan Designation Building Height I Solar Setback Approved I Percentage Lot Coverage ., Willamette Greenway I Hillside Development I UF-IO I Historic. I Flooo-Plain Zone I FloodPlain Panel I Floodway I Wetlands .'. . l,i~;,.I ~'~",___.,1 y...1.. .,.. . I Tree Felling I Setbacks f !J.ICb ~2?')- (house).s 11'- Ws l?- . Pave Driveway Number of Street Trees Prior Journal Numbers Comments . I Plan Check Fee Entered c-1 G '"Z-- ~ ---....---.--- L'DR I I I l/osl.. I 4~'O I I I - I I I I ~ I 1 0(2. I 1(9 -- (i (V'- ' -- --- -Q--~---- . 2--S -2 - I - I - I - I - I '- ~ -. - I 1 Setbacks (garage) N .$ -- E W. l A 12<> I o. .--v-- (E)X7 '8 26t:b - 06'6D4 '(J 5.. ~ ,,?,n-, -::t J ~ e:,?- - ~ 1""/4/0=; ,_g._u_ ~~ ~ (ri!'^~,It~~ (<A-l 1'\) f;~'~ ~p~ . ..., ~~ Q W. .... ~ f'~ - . V) ::> o :> l1. Q o ...... , \ at 3 o o 225 5962 SQ. FT. o ~ 2500 226 5962 SQ. FT. 8 . g I I I I NBf45'27"( 99.68 \ 'ONUAlENT AS NOTED. 12" MAC NAIL WITH 1 1/4" BRASS WASHER "BRANCH ENG." ~ ~ ,. . .' 1"'., p- ! . CITY OF SPRINGFIELD Development Services Department Building Safety Division - .--Residential Plan-Review - JOB ADDRESS /~2.7 s'S$-li CITY JOB#; ~2~"l!>-O04-0~ ;-he-rlJen:J PHONE: 2-2-;; - ~9 sf;" C9WN~ OWNER: CONTRACTOR: PHONE: Items listed below (if any) and those marked in red directly on the approved permit documents are incorporated into this project in addition to any requirements appearing on the construction plans and the City standard document entitled "Single Family and Duplex Construction Most Commonly Missed Items". . A corresponding number is marked'on your plans for any items listed below where applicable. , All references are to the 2005 Oregon State Residential Specialty Code, (2003 International Residential Code as amended by the State of Oregon, uriIess noted otherwise). A copy of this code may be obtained from the Building Tech Bogkstore, Inc" 8020 S,W, Cirrus Dr. Beaverton, Oregon 974008-5986 , Your signature on the Building Permit is an agreement that all items will be installed or corrected, and that all work on this project will comply with applicable codes, ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL. OF PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED. TO BE A PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD, PLANS REVIEWED BY: . 7' IA/ t. . u -- ----0- ~-,L!.":{/~___uPHONE:_-lZ&~).~2-}_ __ _ Review completed on Z /20 h f!7 . , I / ___.__.____._,.... . ..______.___u '_.__.~__'_'__'_"_~~_____~~_'.__~__.'_'___ "'----- ....--_.~_. - - ---- -~- -~-'..' . / .. .' / t,,' _,: ~ _, '" ~r"'l~ .~-" :<r: '" '" C! c5 A5 (4il) :i j lj ~ !> / / /,,' 11 '" '" C! c5 36'0"0 u (, 1'i4F (5 );i il ~ , r .,:. "''''1=1 '- 0; II i N fo' ';'~lu .i= ! : , ~"71.G"S 6'0"0 10'0"0 o LayOUIApproved o LayoutApprovedll$Noled DTrussEnginecringAppro,'ed o TrussEngineerillgApproved A3Nolecf D NOl Approvell: Resubmil :SIgnature DATE: '31 NOTE: Composition Roof pjtch: TC: 6/12 Overhang: 12" ~Vaulted Area l222:1 Pitch:3/12 '" '" C! c5 '" C! c5 I~ "33' . rtRo.d l,uILD'R Hayden Homes . t .1 Eugen~ 97402 IJOBAOORESS: /"1 ('41)688-8671 . "NEED ADDRESS" th~SSco. ine' IMODEL Willow I Left Garaee 8' Ext I u""",," REVJSION# DATE WWW.THETRUSSCO.COMINTSlo"..RJl)!Ot.ir.....v.bfl.DI>... 00000 Approval of Shop Drawings means the Configuration, bearing locations and desIgn criteria have been reviewed and approved. As Contractor you must verify and approve all dimensions and truss counts on the Layout. Trusses will be manufactured as approved. . Job Truss WillOW 1 A1GE .' The Truss Co., Eugene. OR 97402 ,-1-0-0, 1-0-0 14-0-0 14-0-0 8-Oo[i2 0 " c " ,. '" ~ 10012 3D:=- 14-0-0 14-0-0 . Plate Offsets (X,Y): IJ:0-2-S,EdQel lOADING (psf) TCll 25.0 TCDl B.O BCll 0.0 BCDl 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2003/TP12002 LUMBER TOP CHORD 2 X 4 HF NO.2 BOT CHORD 2 X 4 HF NO.2 OTHERS 2 X 4 HF/SPF StudlSTD Truss Type Oty Hayden(Williow1) -bf Ply GABLE Job Reference (optional\ 6.3005 Apr 19 2006 MiTek Industries. Inc. Fri Feb 0216:03:15 2007 Page 1 28-0-0 14-0-0 ?~o-n -. I 1-0-0 Scall,l!4-.' 3.5'" "/3 .~ ' 'V; ~" '~- - "--' ' , "~ 0 , '0 , .-----'Ij----' ::::::-s ::::.:::--t ',~ o ",'" 3<5= '-C ,. w " , " " xxxx'I; "', CSI TC 0.36 BC 0.20 WB 0.12 (Matrix) 28-0-0 14-0-0 DEFL in (Ioc) IIdefl Ud PLATES GRIP Vert(LL) 0.02 S n/r ISO MT20 lB5/14S Vert(TL) 0.03 S n/r SO Horz(TL) 0.01 R n/a n/a Weight: 110 lb BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6~O-O ac purlins. Rigid ceiling directly applied or 6-0-0 ac bracing, Except: 10-0-0 oc bracing: B-AH,AF-AG,U-V,R-T. REACTIONS (Iblsize) J=63/2S-0-0, B=244/2B-0-O, AA~4/2S-0-0, R=244/2S-0-0, AH=494/2S-0-0, AG=-129/2S-0-0, AF=159/2S-0-0, AE=96/2S-0-0, AD=10B/2B-0-O, AC=11212S-0'0, AB=6B/2B-0-0, Z=6B/2B-0-0, Y=II212B-0-0, X=1 OB/2B-0-0, W=96/2B-0-0, V=159/2B-0-0, U=-129/2B-0-0, T =494/2S,0,0 Max UpliftB=-127(load case 3), R=-127(load case 3), AH=-206(load case 3), AG=,129(load case 4), AF=-65(load case 3), AE=,43(load case 3), AD=-46(load case 3), AC=-49(load case 3), AB=-IB(load case 3), Z=-IS(load case 3), Y=-49(load case 3), X=-46(load case 3), W=-43(load case 3), V=-65(load case 3), U=-129(load case 5), T =-206(load case 3) Max GravJ=175(load case 3), B=244(load case 4), AA=50(load case 3), R=244(load case 5), AH=494(load case 1), AG=4B(load case 3), AF=159(load case 1), AE=96(load case 4), AD",,108(load case 1), AC=112(load case 4), AB=74(load case 4), Z=74(load case 5), Y=112(load case 5), X=10B(load case 1), W=96(load case 5). V=159(load case 1), U=4B(load case 3), T =494(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/22, B-C=-76/B9, C-D=-7B/l0l, D-E=-3/90, E-F=-211130, F-G='19/160, G-H=-19/191, H-I=-21/224, I-J=-B/240, J,K=-B/240, K-L=-211224, L-M=-19/191, M-N=-19/160, N,O='211130, 0,P='3/90, P-O=-7S/101, 0-R=-76/B9, R,S=0/22 BOT CHORD B-AH=-1B1105, AG-AH=-24/104, AF-AG=-0/104, AE-AF=-6/104, AD-AE=-4/104, AC-AD=-5/104, AB-AC=-5/104, AA-AB=-3/103, Z-AA=-3/103, Y-Z=-5Il04, X-Y=-5/104, W-X=-4/104, V-W=-6/1 04, U-V=-0/104, T-U=-24/1 04, R- T =-1 B/l 05 WEBS C-AH=-365/225, D-AG=-3BI72, E-AF=-120/76, F-AE=-B3/54,G-AD=-BB/58, H-AC=-93/61, I-AB=-5S/30, K-Z=-5B/30, L-Y=-93/61, M-X=-BS/5S, N-W=-B3/54, 0-V=-120176, P,U=-38/72, O-T =-365/225 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.Bpsf; BCDL=4.2psl: Category II: Exp B: enclosed; C-C Exterior(2); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL= t .33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek .Slandard Gable End Detail. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1 ~4-0 DC. Continued on paqe 2 " .. Job Truss Truss" Type Oty Ply Hayden{Williow1 ).-bf WILLOW 1 A1GE GABLE _1 . The Truss Co., Eugene, OR 97402 ___ Job Reference (optional) o.::lUU 5 Apr HJ ~OUO MiTeK Industries, Inc. Fri Feb 02 16:03:162007 i;>age2 NOTES 9) Provide mechanical connection (by others),of truss to bearing plate capable of withstanding 1271b uplift at joint 8, 127lb uplift at joint R, 206lb-upljft at joint AH, 129 Ib uplift atjoint AG, 65 Ib uplift at joint AF, 431b uplift at joint AE, 461b uplift at joint AD, 491b uplift at joint AC, 181b uplift at joint AB, 18 Ib uplift at joint Z, 49lb uplift at joint Y, 46 Ib uplift at joint X, 43 Ib uplift at joint W, 65 Ib uplift at joint V, 129 Ib uplift at joint U and 206 Ib uplift at joint T. 10) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) J, AA,.AH, AG, AF, AE, AD, AG, AS, Z, Y, X, W, V, U, T. , '} This truSS is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPI 1- 12) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard . Job Truss Truss Type Oty Ply Hayden(Williowl) .bf WILLOW 1 A2 SC ISSOR 4 '1 " The Truss Co., Eugene, OR 97402 Jo~ Reference (optional) 6.3005 Apr 192006 MiTek Industries, Inc. Fri Feb 0216:03:162007 Page 1 :-1-0-01 '-0-0 6-1-10 8-'-10 14-0-0 5-10-6 19.10-6 5-10-6 28-0-0 8-1-10 29-0-Q "'-0-0 Seal.,1"-.1 blllt 6.00[12 3..~ 3d~ , ., ., <, , =--~::~~~~< 6xl1= -:/ , , 2>411 G ~r " b411 3_00fi'T 3.10::;<. 3><10:::: 8-1-10 8-1-10 1440 5-10-6 '9-10-6 5.10.6 " DEFL in (lac) Ildefl Ud Vert(LL) ,0.37 I >891 360 Vert(TL) -0.65 I-J >505 240 Horz(TL) 0.50 F n/a n/a 28-0-0 8-'-10 Plate Oflsets (X,Y): IB:0-0,13.0'0-51, IF:0-0'13,0-0,51 LOADING (psf) TCLL 25.0 TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2003ITPI2002 CSt TC 0.S6 BC 0.96 WB 0.69 (Matrix) PLATES GRIP MT20 185/148 Weight: 95 Ib LUMBER TOP CHORD 2 X 4 HF 1650F I.5E BOT CHORD 2 X 4 HF NO.2 WEBS 2 X 4 HF/SPF Stud/STD 'Except' WI 2 X 4 HF Stud BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-7-8 ac purlins. Rigid ceiling directly applied or 2-2-0 ac bracing. REACTIONS (Ib/size) B=1183/o-5-S, F=1183/0-5-8 Max UpliflB=-402(load case 3), F=-402(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/26, B-C=-3483/927, C-D='2453/636, D-E=-2453/636, E-F=-3483/927, F-G=0/26 BOT CHORD B-J=-72213092, l-J=-719/30S1, H,I=-719/3081, F-H=-72213092 WEBS C-J=0/260, C-I=-934/408, D-I=-396/1769, E-I=-934/408, E-H=0/260 NOTES 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-02; 100mph; h=2Sft: TCDL=4.Spsf; BCDL=4.2psf: Category II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed; end verticallelt and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord Jive load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Bearing at joint(s) B, F considers parallel to grain value using ANSlfTPI1 angle to grain formula. Building designer should verify capacity of bearing surface. . . 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 Ib uplift at joint 8 and 402 Ib uplift at joint F. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPI1. 8) This truss is designed lor a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard Job Truss Truss Type Oty 4 Ply Hayden{Williowl) -bf WilLOW 1 A3 SCISSORS ! I The Truss Co., eugene, OR 97402 :-1-0-01 8-1-10 1-0-0 8-HO . Job Reference (optional) 6.300 s Apr 19 2006 MiTek Industries, Inc. frj Feb 0216;03:162007 Page 1 14-0.0 5.10-6 19-10-6 5-10-6 28-0-0 8-1-10 SalIo."46.! 4.GII 6.00[12 3.4-;;;- , "' , ~ , 8-1-10 8-1-10 14-0-0 5-10-6 3.4~ ., " 6.8= , 2><(1) Ii :!.IO==- 19-VJ..6 28-0-0 5-10-6 8-1-10 , DEFL in (Ioc) l/den Ud PLATES GRIP Vert(ll) -0.37 H >887 360 MT20 185/148 Vert(Tl) -0.66 H-t >503 240 Horz(Tl) 0.50 F nla nla Weight: 93 Ib BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. , 2.4\\ 3_00rw 3:tl0C:;O I Plate Offsets (X,Y): IB:0-0-12,0-0-Sl.IF:0-0-12,0-0-Sl LOADING (pst) TCll 25.0 TCDl 8.0 BCll 0.0 BCDl 7.0 SPACING 2-0-0 Plates Increase 1.15, Lumber Increase 1 .15 Rep Stress Incr YES Code IRC2003JTPl2002 CSI TC 0.89 BC 1.00 WB 0.70 (Matrix) LUMBER TOP CHORD 2 X 4 HF 1650F l.SE BOT CHORD 2 X 4 HF NO.2 WEBS 2 X 4 HF/SPF Stud/Sm 'Except' W12X4HFStud REACTIONS (Ib/size) F=1100/0'S-8, B=118S/0-S'8 Max Harz B=27(load case 3) Max UpliftF='330(load case 3), B=-404(load case 3) FORCES (Ib).. Maximum Compression/Maximum Tension TOP CHORD A-B=0/26, B-C=-3488/961, C-D=-24S9/671, D-E='2459/672, E-F=-3S04/977 80T CHORD 8-1=-78213096, H,I=-778/30B5, G'H=-794/3101, F-G=-799/3113 WE8S C-I=0/260,C-H=-933/407, D-H=-429/1776, E-H=-950/423, E-G=0/261 NOTES 1) Unbalanced roof Jive loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph: h=251t; TCDl=4.8psf; 8CDl=4.2psf: Category II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psfbottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Bearing at joint(s) F, 8 considers parallel to grain value using ANSlfTPll angle to grain formula. BuiJdingdesigner should verify capacity. of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 Ib uplift at joint F and 404 Ib uplift at joint B. 7) This truss is designed in accordance with the 2.003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlfTPl 1. 8) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard WillOW 1 A4F COMMON Oly 5 Ply Hayden(WilJiowl) -bl Job Truss Truss Type . The Truss Co., Eugene, OR ~7402 Job Reference fopliona1\ 6,300 s Apr 19 2006 MiTek Industries, Inc. Fri Feb 0216:03:17 2007 Page 1 ,-'-0-0. 1-0-0 6-4-13 6-4.13 14..o..Q 7-7-3 21-7-3 7-7-3 28-0-0 6-4-13 SCol.. \'4~_~ 4.8= , 3-~- LOADING (psi) TCll 25.0 TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2003ITPI2002 CSI TC 0.69 BC 0.69 WB 0.83 (Matrix) Ij G 4xt1= ;l.4= 18-3-8 28-0-0 8.7-0 9-8-8 DEFL in (Ioc) I/defl Ud PLATES GRIP Ver1(LL) -0.22 B-1 >999 360 MT20 185/148 Vert(TL) -0.46 F-G >718 240 Horz(TL) 0.09 F nla nla 4>6= " 3.4= 3xS = 9-8-8 9-8-8 - Plate Oltsets (X,V): IB:0-0-12,0-0-2],IF:0-0-12.0-0-2] Weight: 108 Ib LUMBER TOP CHORD 2 X 4 HF NO.2 BOT CHORD 2 X 4 HF NO.2 WEBS 2 X 4 HF/SPF StudlSTD BRACING TOP CHORD ., BOt CHORD Structural wood sheathing directly applied or 3-4-15 ac purlins. Rigid ceiling directly applied or 7-8-13 DC. bracing. REACTIONS (Ib/size) F:117210-S-8, B.12S7/0-5-8 Max Harz 8=31 (load case 3) . Max UpliftF:-351 (load case 3), B.-425(load case 3) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD A-B.0/29,B-C.'2119/666, C-D.-1808/606, D-E.-1814/612, E-F.-2128/674 BOT CHORD B-I.-514/1827, H-I=-253/1273, G-H.-2S3/1273, F-G.-S24/1837 WEBS C-f.-4S8/271, I-J.-125/S19, D-J.-1S2I609, D-K.-1621619, G,K.-136/S28, E-G.-46S/277, J-K.-S8/17 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02: 1 OOmph; h.25ft; TCDL:4,8psf; BCDL.4.2psf; Category II: Exp B; enclosed; C-C EXlerior(2); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL= 1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Jive loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. S) Provide mechanical connection (by, others) of truss to bearing plate capable of withstanding 351 Ib uplift at joint F and 425 Ib uplift at jointS. . . 6) This truss is designed in accordance with the 2003 International Residential Code sections RS02.11.1 and RB02.10.2 and referenced standard ANSlfTPll. 7) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Regular:.Lumber Increase= 1.15, Plate,lncrease=1.15 Unitorm Loads (pit) Vert: A-D,'66, D-F.-66, B-F.-14, J-K.-20(F) Job Truss . Truss Type Uty Ply Hayden(WillioWl) -bl WILLOW 1 AS COMMON 4 The Truss Co., Eugene, OR 97402 Job Reference (optional) 6.300 s Apr 19 2006 MlTek Industries, Inc. Fri Feb 0216:03:172007 Page-l ,-1-0-0, 1-0-0 6.4-13 6.4.13 14-0-0 7.7-3 21-7-3 7-7-3 28-0-0 6-4-13 Sai._l,.a.l 41d1= , , &. G Iili , 46':::' 3..::: 18.3.7 28-0-0 8:6-13 9.8.9 DEFL in (lac) I/defl Ud PLATES GRIP Vert(LL) -0.22 B-1 >999 360 MT20 185/148 Vert(TL) -0.45 F-G >728 240 Horz(TL) 0.08 F n/a n1a ~ )0 ~ 4x5~ '" " 3..= 3x5= 9.8-9 9-8-9 . Plate Offsets IX,Y): lB:0-3-14,0.1-121.IF:0-3-14,0-1-121 LOADING (psf) TCLL 25.0 TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Iner YES Code IRC2003ITPI2002 CSI TC 0.80 BC 0.60 WB 0.32 (Matrix) Weight: 100 Ib LUMBER TOP CHORD 2 X 4 HF NO.2 BOT CHORD 2 X 4 HF NO.2 WEBS 2 X 4 HF/SPF Stud/STD BRACING TOP CHORD . f,H BOT CHORD Structural wood sheathing directly applied or 3-6-3 ac purlins. Rigid ceiling directly applied or 8-0~8 ac bracing. REACTIONS (Ib/size) F~110010-S-8, B=118S/0-5,8 Max Harz 8=31 (load case 3) Max UpliftF=-330(load case 3), 8=-404(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/28, B-C=-1964/621, C.D=-16511561, D,E=-16S7/S67, E-F=,19721630 BOT CHORD B-l=-47S/1689, H-l=-209/1120, G-H=-209/1120, F,G=-48S/1699 WEBS C-I=,462/272, D-I=-128/S26, D-G=-138/53S, E-G=-4681278 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.8psf; BCDL=4.2psf; Category II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL",,1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 4) This truss requires plale inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 Ib uplift at joint F and 404 Ib uplift at joint B. . 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and A802.1 0.2 and referenced standard ANSlfTPI.l. 7) This truss is designed fora creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verity that this parameter fits with the intended use of this component. LOAD CASE(S) Standard Job Truss Truss Type Uty Ply Hayden(Williow1) .bf WILLOW 1 A6GE GABLE The Truss Co., Eugene, OR 97402 Job Reference (optional) 6.3005 Apr 19 2006 MiTek Industries, Inc. Fri Feb 0216:03:182007 Page 1 .-'-0-0. 1-0-0 14-0.0 14-0-0 28-0-0 14-0-0 Scale_l;46.' 3>5= ,~ /Y' 8 600(12 G~ ~!" E/- 1 D~ T 1 A,:' o ~ ~ 1, l t ~ ! - - :' ~~o~,o '~' ,~ ,~. :.- -. I r~ n" "",,-, IC, "J G '3' '0' 'j ~ :- 3>5= , 28-0-0 28:0-0 DEFL in (lac) IIdell Ud . Vert(LL) '0.00 A nlr 180 Vert(TL) 0.00 A nlr 80 Horz(TL) 0.01 V n/a nla ., ,.- '" -, f- . Plate Offsets (X,Y): IL:0-2-B,EdgeL. LOADING (psf) TCLL 25,0 TCDL 8,0 BCLL 0.0 BCDL 7.0 SPACING 2,0-0 Plates Increase L 15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2003fTP12002 CSI TC 0.12 BC 0.05 WB 0.08 (Matrix) PLATES GRIP MT20 185/148 Weight ISllb LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF NO.2 OTHERS 2 X 4 HF/SPF Stud/STD BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 ac br'acing. REACTIONS (Ib/size)' V.92/2B-0-0, B.175/28-0-0, AO.189/28-0-0, AN.74/28-0-0, AM.114/28-0-0, AL.l05/28-0-0, AK=1 07/28-0-0, AJ.l07/28-0-0, AI.107/28-0-0, AG.l 07/28-0-0, AF.l0l/28-0-0, AE.l01/28,0-0 ,AD.l07/28-0'O, AC.l07/28-0-0, AB.l07/28-0-0, AA=107/28-0-0, Z.105/28-0-0, Y=117/28-0-0, X=61/28-0-0, W=216/28-0-0 Max Harz 8=31 (load case 3) Max UpliftB='60(load case 3), AO=-66(load case 3), AN=-41 (load case 3), AM=-47(load case 3), AL=-46(load case 3), AK=-46(load case 3), AJ=-46(load case 3), AI=-48(1oad case 3), AG=-55(load case 3), AD=-55(load case 3), AC=-48(toad case 3), AB=-46(load case 3), AA=-46(load case 3), Z=-4S(load case 3), Y=,SO(load case 3), X=-27(load case 3). W=-9S(load case 3) Max GravV=92(load case 1), B=175(load case 1), AO=189(load case 4), AN=74(load case 4), AM=114(load case 1), AL=105(load case 1), AK=107(load case 4), AJ=107(load case 1), AI=107(load case 1), AG=109(load case 4), AF=101(load case 1), AE.101(load case 1), AD=109(load case 5), AC=107(load case 1), AB=107(load case 1), AA=107(load case 5), Z=105(load case 1), Y=117(load case 1), X.61 (load case 5), W=216(load case 5) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD A-B=0/28, B-C=-87/33, C-O.-39/S, D-E=-28/1S, E-F.-30/29, F-G=-30/61, G-H=-30/92, H,I.-30/123, I-J=-30/1SS, J-K=-30/190, K-L=-28/172, L-M=-28/172, M-N=-30/190, N-O=-30/1SS, O-P=-30/123, P-O=-30/92, Q-R=-30/61, R-S.-30/29, S- T =-28/15, T-U=-4113, U-V=-91136 BOT CHORD B-AO=O/104, AN'AO=0/104, AM-AN=0/104, AL-AM=0/104, AK-AL=0/104, AJ-AK=O/104, AI,AJ=O/104, AH-AI=0/104, AG-AH=0/104, AF-AG=0/104, AE-AF=0/104, AD-AE=0/104, AC-AD=0/104, AB-AC=0/104, AA-AB=0/104, Z-AA.O/l04, Y-Z.01104, X-Y=0/104, W-X=0/104, V-W=0/104 WEBS C,AO=-149/89, D-AN=-65/47, E-AM=-92159, F-AL.-87/57, G-AK.-88/57, H-AJ=,88/S7,I,AI.-88/S9, J-AG=-91/66, K-AF=-83/0, M-AE=-83/0, N-AD.-91/66, O-AC=-88/59, P-AB.-88/S7, Q-AA=-88/S7, R-Z=-87/57, S-Y=-93/60, T-X=-60/41, U-W.-161/102 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph;h=2Sft; TCDL.4.8psf; BCDL=4.2psf; Category II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the lace), see C MiTekd"Standard Gable End Detail" oiihnue on oaoe Z 'job Truss I russ Type Uty Ply Hayden{Williow1) .bf WILLOW 1 A6GE GABLE The Truss Co., Eugene, OR 97402 Job Reference (optiona!\ 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Feb 0216:03:182007 Page 2 NOTES 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. B) Gable studs spaced at 1-4-0 oc. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 Ib uplift at joint B, 661b uplift at joint AO, 411b uplift at joint AN, 471b uplift at joint AM, 461b uplift at joint AL, 461b uplift at joint AK, 461b uplift at joint AJ, 4~ lb uplift at joint AI, 551b uplift at joint AG, 551b uplift at joint AD, 4B lb uplift at joint AC, 46lb uplift at joint AS, 461b uplift al joint AA, 45 Ib uplift at joint Z, 50 Ib uplift at joint Y, 271b uplift at joint X and 951b uplift al joint W. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPI 1. . 11) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. LOAD eASElS) Standard jOb Truss Truss Type Oly Ply Hayden(Williow1) -bf WILLOW 1 B1GE FINK The Truss Co., Eugene, OR 97402 Job Reference (optional) 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Feb 02 16:03:192007 Page 1 :-1-0~OI 1-0-0 5-3-4 5-3-4 10-0-0 13-0-0 14-8-12 26-0-0 27-0-0 4-8-12 3-0-0 1-8-12 11-3.4 1.0-0 Scale. ,,014.' ...= .1180::::- f .;~G K ;-----..::~, ~-^ ' ~'~~ C.A_.DT I~_L ~-,' >~{ .~ l 0 ,'1 : - - ,~ :"---" G ~'---J' w ~= ...= "''' , ,~ .v:- ,,, E8l' , 3>50::::- 3:<.= "'= 8.00[12 3:<5= 26.0-0 12-10-2 . DEFL in (Ioc) I/defl Ud PLATES GRIP Vert(LL) -0.06 W-Y >999 360 MT20 185/148 Vert(TL) -0.12 B-Y >999 240 Horz(TL) 0.04 P n/a nJa 6-10-2 6-10-2 Plate Offsets (X.Y): lB:0-2-10,0-1-81.IR:0-2-8,0-1-01 13-1-14 6-3-11 LOADING (psf) TCLL 25.0 TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2003lTPI2002 CSI tc 0.35 BC 0.37 WB 0.47 (Matrix) Weight: t281b LUMBER TOP CHORD 2 X 4 HF NO.2 BOT CHORD 2 X 4 HF NO.2 WEBS 2 X 4 HF/SPF Stud/STD BRACING TOP CHORD BOT CHORD JOINTS Structural wood sheathing directly applied or 4-6-15 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Brace at Jt(s): Z, AC, AE REACTIONS (Ib/size) B=886/0'5-8, V=977/6-S-8, U=-I63/6-5-8, T =152/6-5-8, S=106/6-S-8, R=S4/6-S-8, P=196/6-S-8 Max UpIiItB=-292(load case 3), V=-32S(load case 3), U=-221 (load case 2), T =-48(load case 3), S=-56(load case 3), R=-1 (load case 3). P=-13(load case 3) Max GravB=886(load case 1), V=977(load case 1), T .152(load case 1), S=108(load case 5), R.S7(load case 5), P=196(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/28, B-C=-139S/374, C-D=-1217/378, D-E=-226/91, E-F=-190/104, F-G.-195/110, G-H=-183172, H-I=- 1 89/43, I-J..-199/21, J-K=-267/25, K-L=-l 06/15, L-M=-156/0, M-N=-145/0, N-O=-175/0, O-P=-195/0, P-Q=0/28 BOT CHORD B-Y=,23S/1171, X-Y=-69/809, W-X.-69/809, V-W.-148/1028, U-V.0/220, T-U.0/220, S-T-0/220, R-S.0/220, P-R.0/220 WEBS D-A8.-866/314, Z-A8.-880/321, Z-AA.-86S/310, AA-AC.-912/342, AC-AD.-927/3S2, AD-AE.-961/376, AE-AF.-990/392, V-AF.-966/383, F-Z.-2S/32, G-AA.-120171, E-AB.'32/16, C- Y.-284/188, W-AC.-181/109, D-Y.-12S/404, D-W.-40/284, H-AD.-811S2, I-AE.-66/37, J-AF.-21/54, K-V.-387/214, L-U.-13/60, M-T --113/67, N,S.-90/61, O-R.-60/35 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h.251t; TCDL.4.8psf; BCDL.4.2psf; Category II; Exp B; enclosed; C-C Exterior(2); cantilever left and' right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 Ib uplift at joint 8, 325 Ib uplift at joint V, 221 Ib uplift at joint U, 48 Ib uplift at joint T, 56 Ib uplift at joint S, 1 Ib uplift at joint Rand 13 Ib uplift at joint P. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPJ 1. 8) This truss is designed for a creep factor of 1.25, which is used to calculate the totalload deflection. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard WILLOW 1 B2 FINK U'y 3 ~Iy Hayden(Williowl) .bl Job Truss Truss Type " The Truss Co., Eugene, OR 97402 JQQ Reference (optional) 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Feb 0216:03:192007 Page 1 ,.'-0.0. '-0-0 6.0.8 6-0.8 13+0.0 6-11-8 19.11.8 6-11-8 26-0-0 6-0-8 27.Q.(). 1-0-0 50...."4-4.1 4l1t1= , .t.cd@j. 46= " '~::::::;B 06= 3>:4= 17-1:'13 26-0-0 8-3-11 8-10-3 " DEFL in (lac) l/defl Ud PLATES GRIP Vert(Ll) -0.13 F-H >999 360 MT20 185/148 Vert(Tl) -0.28 H-I >836 240 Horz(Tl) 0.06 F n/a n/a ~ , :b:5 = 3"'= 6-0-0 6-0-0 8.10-3 2-10-3 Plate Olfsets IX,Y): lB:0-1-8,0-0-21,IF:0-1-8,0-0-2] LOADING (psi) TClL 25.0 TCDl 8.0 BCll 0,0 BCDl 7.0 SPACING 2.0.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2003fTP12002 CSI TC 0.51 BC 0.62 WB 0.31 (Matrix) Weight: 941b LUMBER TOP CHORD 2 X 4 HF NO.2 BOT CHORD 2 X 4 HF NO.2 WEBS 2 X 4 HF/SPF Stud/Sm BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-11-11 DC purlins. Rigid ceiling directly applied or 8-11-3 DC bracing. REACTIONS (Ib/size) B=977/0-5-8, F=1064/0-S-8, K=164/0-5-8 Max UpliftB=-371 (load case 3), F=-376(load case 3), K=-9(load case 3) Max GravB=977(load case 1), F=1064(load case 1), K=18S(load case 2) FORCES (Ib). Maximum Compression/Maximum Tension TOP CHORD A-B=0/29, B-C=-162S/5S3, C-D=-13421511, D,E=-14621518, E-F=-1749/560, F-G=0/29 BOT CHORD B-K=-386/1367, J.K=-386/1367,I-J=-386/1367, H.I=-153/949, F-H=-393/1483 WEBS C-I=-403/246, 0-1=-116/360, D-H=-127/522, E-H::::-414/247 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7,02; 100mph; h=2Sft; TCDl=4.8psf; BCDl=4.2psf; Category II; Exp 8; enclosed; C-C Exterior(2); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. S) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371lb uplift at joint 8, 376 Ib uplift at joint F and91b uplift at joint K. . 6) This truss is designed in accordance with the 2003 International Residential Code sections RS02.11.1 and R80Z.10.2 and referenced standard ANSlffPll. 7) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S) Standard Job Truss Truss Type O'y. Ply Hayden(Williow1) -bf WILLOW 1 B3GR DBL HOWE The Truss Co., Eugene, OR 97402 Job Reference (optional) 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Feb 0216:03:202007 Page 1 5-1-5 5-1-5 9-0-10 3-11-6 . 13-0-0 3-11-6 16-11-6 3-11-6 20-10.11 3-11-6 26-0-0 5-1-5 Seal..!:'!" 4,4= o , ~:~, rfh ~ nn III ~ 0 6.00112 3>'~ /~,~ , ~ nn ~ ~ '"'" TliD26 , I Plate Offsets (X,Y): IA:0-4-0,0-1-151.IG:0-4-0,O-1-1SI ,. 14>5= " h8= ..8= ~" 16-'1-6 20-10-11 26-0-0 3-11-5 3-11-5 5-1-5 " DEFL in (Ioc) I/dell Ud PLATES GRIP Vert(LL) -0.06 A-N >999 360 MT20 t851148 Vert(TL) -0.11 A-N' >647 240 Horz(TL) 0.02 G n/a nla ..8= " 3.8I1TH026 . 6xB= .,5= 5-'-5 5~1-5 16-0.0: 0-10-11 9.0-10 3-0-10 13-0-0 3-11-6 LOADING (pst) TCLL 25.0 TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2003ITPI2002 CSI TC 0.39 BC 0.61 WB 0.33 (Matrix) Weight: 155 Ib LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X8 LSL Truss Grade "Except" B2 2 X 8 OF NO.2 WEBS 2 X 4 HF/SPF StudlSTD BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-8-9 ac purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-9-12 oc bracing: M-N,K-M. REACTIONS (lb/size) A=180010,S-8, G=76210-5-8, M=3205/0-S-8 Max UpliftA=-507(load case 3), G=-22S(load case 3), M=-954(load case 3) Max GravA=1844(load case 4), G=762(load case 1), M=3205(load case 1) FORCES (Ib) - Maximum Gompression/Maximum Tension TOP CHORD A,B=-913/20S, B-C=-3381137, C-D=-657/28S, D-E=-6S7/28S, E,F=-984/339, F-G=-13S6/400 BOT CHORD A-N",-125/776, M-N=-125f776, M-O..-125/776, L-O=-125/776, K-L",-1251776, J-K=O/243, I-J=-149/825, H,I=-296/1147, G-H=,296/1147 WEBS B-N=0/431, C-K=-713/246, D-J=-11S/267, E,I=-4S/229, F-H=0I1S3, B-K=-7081186, C-J=-8214S8, E,J=-447/192, F-I=-380/172 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=2Sft; TCDL=4.8psf; BCDL=4.2psf; Category II; Exp B: enclosed; C-C Exterior(2); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bonom chord live load nonconcurrent with any otherlive loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5071b uplift at joint A, 225 Ib uplift at joint G and 954lb uplift at joint M. 6) This truss is designed in accordance with the 2003 International Residential Code sections R50Z.11.1 and RB02.1 0.2 and referenced standard ANSlfTPI1. 7) Use USP TH026 (With 16d nails into Girder & NA90 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-0 from the left end to 6-0-0 10 connect truss(es) a3 (1 ply 2 X 4 OF) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on Daoe 2 Job Truss. 1 russ I ype Oly Ply Hayden(Williowl) -bf WILLOW 1 B3GR DBL HOWE The Truss Co., Eugene, OR 97402 J@ Reference (optional) 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Feb 02 16:03:202007 Page 2 LOAD eASE(S) Standard 1) Regular: Lumber Increase=:1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: A-O=-S64(F=-SSO),G-O=-14, A-D=-66, D-G='66 Job fruss Truss Type Diy Ply Hayden(Williowl) -bf WILLOW 1 C1GE GABLE .1 The Truss Co., Eugene. OR 97402 , -'-0-0 ' 1-0-0 Job Reference {option'!!} 6.300 s Apr 192006 MiTek Industries, Inc. Fri Feb 0216:03:212007 Page 1 10-0-0 . 10-0-0 20.0-0 10.0-0 ~ 21. 0-0 I '-0-0 Sc:aI..l::)4., "'= 6.00['i2 l~' 8~ iT. IT IT " iT ~ IT ~ , '0 '0 '8 n u '88 ,n cJ ,n cJ '8 n J J'- o B .........,..,::' 3.5= 3><5= 20-0-0 20-0-0 , I Plate Offsets (X.Y): 1I:0-2-8,Edael LOADING (psI) TCLL 25.0 TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2003rrPI2002 CSI TC 0.09 BC 0,04 WB 0.05 (Matrix) DEFL \,Iert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (lac) P P P IIdell nJr n/r n/a Ud 180 80 n/a PLATES MT20 GRIP 185/148 Weight: 921b LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 4 HF/SPF Stud/STD BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 ac bracing. REACTIONS (Ib/size) B=174/20-0-0, P=174/20-0-0, AC=189/20-0-0, AB=74/20-0-0, AA=114/20-0'O, l=10S/20-0-0, Y=108/20-0-0, X=l 01120,0,0, W=101/20-0-0, V=108/20-0-0, U=10S/20-0-0, T =114120-0-0, S=74/20-0,O, R=189/20-0-0 Max UpliftB=-81 (load case 3), P=-81 (load case 3), AC=-65(load case 3), AB=-41(load case 3), AA=-46(load case 3), l=-46(load case 3), Y=-S6(load case 3), V=-56(load case 3), U=-46(load case 3), T =-46(load case 3). S=-41 (load case 3), R=-6S(load case 3) Max GravB=174(load case 1). P=174(load case 1), AC=189(load case 4), AB=74(load case 4), AA=114(load case 4), l=10S(load case 1), Y=110(load case 4), X=101 (load case I), W=101 (load case 1), V=110(load case 5), U=10S(load case 1), T =114(load case 5), S=74(load case 5), R=189(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/28, B-C=-S1I33, C-D=-38/1S, D-E=-28/42, E-F=-30174, F-G=-30/10S, G-H=-30/140, H-I=-28/132, I-J=-28/132, J-K=-30/140, K-L=-30/10S, L-M=-30/74, M-N=-28/42, N-O=-38/1S, O-P=-51/33, P-O=0/28 BOT CHORD B-AC=0/96, AB-AC=0/96, AA-A8=0/96, l-AA=0/96, Y-l=0/96, X-Y=0/96, W-X=0/96, V-W=0/96, U-V=0/96, T-U=0/96, SoT =0/96, R-S=0/96, P-R=0/96 WEBS C-AC=-149/88, D-AB=-6S/47, E,AA=-92/S9, F-Z=-87/57, G-Y=-91167, H-X=-83/0, J-W=-83/0, K-V=-91167 , L-U=-87/57, M-T =-92/59, N-S=-65/47, O-R=-149/88 NOTES 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-02; 100mph; h=2Sft; TCDL=4.8psf; BCDL=4.2psl; Category II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL",,1.33 plate grip DOL=1.33. 3) Truss designed for wind, loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Delail" 4) This truss has been designed for a 10.0 psf bonom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ib uplift al joint 8, 811b uplift at joint P, 65 Ib uplift at joint AC, 41 Ib uplift at joint AB, 46 lb uplift at joint AA, 461b uplift al joint Z, 56 lb uplift at joint Y, 561b uplift at joint V, 46lb uplift at joint U, 461b uplift at joint T, 411b uplift at joint Sand 651b uplift at joint R. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 C and referenced standard ANSlrrPll. ontlnued on DaQe 2 Job Truss Truss Type CJty Ply. Hayden(Williowl) -bf WILLOW 1 eWE GABLE The Truss Co., l::ugene, OR 8/402 Job Referente (optional) 6.300s Apr 19 2006 MITek Industries, Inc. Fri Feb 02 16:03:21 2007 Page 2. NOTES 11) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. . LOAD eASElS) Standard Job Truss Truss 1 ype Oty 9 Ply Haydei1(Williowl) -bf WilLOW 1 C2 COMMON The Truss Co., Eugene, O~ 97402 Job Reference (optional) .6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Feb 0216:03:212007 Page 1 .1-0-01 1-0-0 5-8-7 5-8-7 10-0-0 4-3-9 14-3-9 4~3-9 20-0-0 5-8-7 ,21-0-0. '-0-0 ScaI..\:34.E 4'40:0 , f " w w, ~ 4l<5? " ~~ 3. _r --., 10-0-0 10-0-0 20-0-0 10-0-0 I Plate Offsets iX,Y): lB:0-3-10,0-2-01.[F:0-3-10,O-2-01 LOAOING (psI) TClL 25.0 TCDL 8.0 BClL 0.0 BCDL 7.0 SPACING, 2-0-0. Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2003ITPl2002 CSI TC 0.31 BC 0.63 WB 0:32 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in -0.18 ,0.37 0.04 (lac) F-H F-H F I/defl >999 >637 n/a Ud 360 240 n/a PLATES MT20 GRIP 185/148 Weight: 69 lb LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF/SPF Stud/STD BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-7-4 DC purlins. Rigid ceiling directly applied or 1 O-Q,O DC bracing. REACTIONS (Ib/size) B~863/0-S-8, F=863/0-S-8 Max UplittB~-306(load case 3),F=-306(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/28, B-C=-1299/406, C-D=-961/320, D'E~-961/320, E-F=-1299/406, F-G=0/28 BOT CHORD B-H=-256/1 085, F,H~-2S6/1 085 WEBS C-H=-366/208, D-H=.140/S33, E-H~"366/208 NOTES 1) Unbalanced roof live loads have been considere9 for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.8psf; BCDL=4.2psf; Category II; Exp B; enclosed; C-CExterior(2); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL"" 1.33 plate grip DOL",,1.33. 3) This truss has been designed for a 10.0 pst bottom,chord live load nonconcurrent with any other live loads. 4) This truss requires plate,jnspectionper the Tooth Count Method when this truss is chosen for quality assu~ance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 Ib uplift at joint Band, 3061b upllft at joint F. 6) This truss' is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10,2 and referenced standardANSlfTPI1. . 7) This truss is designed for a creep'factor of 1.25, whi~h is used to calculate the total load deflection. The building designer shall verify that this parameter fits with the intended use of this ~omponent. LOAD CASE(S) Standard ." c:- .. "~ :f.'., g' ."- \\0 G) \20 ,--<. \ \ \ \ -~ L-j..-~ . .' -- . 0 : .:. . G) -. "".-<1 CJ) LO SCALE: 1" ~ 20' MINIMUM SETBACKS - INTERIOR LOTS All measurements are from Property Lines -Front yard to House 10 feet -Front yard to Garage 18 feet -Side yard to House or Garage 5 feet -Rear yard to House or Garage 10 feet P.U.E HAY CRANGE SETBACKS , -- -- . \- --- -- ~ :..--~'1 \ \ \ \ \ \ \ 5962SQ_Ft- \ o o o tD -~- -~ -- 225 WILLOW 1031 SQ FT -- -> to ~'g- o -- -- -- ~- t/ DATE REcEiVED FA G P ~~~T~S)~ I :,_ -~:~~~;::~~~ -"TORIE!;! t-"- IM.";;o- f-' -=-0 ~~:~ DESCRIP~o7 ' "2-i.:r.... .(""7"". = <3 ~~Ess/4-"::"";_L;1,~ =- , . ~N"R rrT - BEEN REVIEWE~A~~~ ERE ON HIllIE ED pEN<<"-' C Ofl "\"HE CONTENT~tlC"'''EO oN CO,*,~ED ORA~g( ~"'T'ONS INS MAOETOeW~SHAu..BE ",pp OR A\-"ERA~ERTtlEOItTE. , .....,.. lEeT Ar . .-or,"'\-. .... I n4EBlJl\-OINGOrro- ~EG9'" \ CITY of &r~ !)ATE ~~)P'b . APPRCNEtl BY. . BUILDING SETBACKS FRONT (GAR) 18' (FROM PL) FRONT (HOUSE) 10' (FROM PL) SIDE 5' (FROM PL) REAR 10' (FROM PL) - .n _~. ,.. .--_.. .-.. - . "_.. .'_.__ ,.. ._.s::IIlII HAYDEN HOMES 2464 SW GLACIER PLACE, SUITE 110 -- LOT 225 19,')7 S C;P,'fl-r S1'RFli',1' . i VSTREETTREES ARE I ARE REQUIRED, Please I .. refer to' attached Development I Code Section reoardino the' I - I:> I:> , . placement and types of I allowable street trees. I ';.f.~ -', -~.~ ~ . -. . ..>.' "".->', ATl'ENTlON:" OregOnfaw requfres you to fonow rules adopted by the Oregon Utility Notification Center. Those rules are set forth In OAR 952-001-0010 through OAR 952-001. 0090. You may obtain copies of the rules by ilaIling the center. (Note: the telephone IIUrnber for the Oregon Utility Notification Center is HI00-332-2344). <~"'. NOTICE:. - EXPIRE IFiHE WOR\( THIS PERMIT ~~~i~ THIS PERMIT IS NOT ~~~~~~Z;~D OR IS ABANDONED FOR ANY 180 DAY PERIOD. I II GENERAL NOTES 1. Tl-ESCClFECFSEJ1'I.CESF'F'lCf,II:EDS'Y''1-IAY!'::1FN -. ~.~~~ NC.'S L.U1EDTO~A~fETCFCf\A.wtlO9. ll-ISEETCF I'LANS B B.FR:::err FCA caT..t.NiQ" EU.I:t<la PB'NT.lN...E5S CHOC1\.y .-~_.'::;'.~ 81ne~Cfl EM..DtIQcamv.C1'Cf\ n-e:E I'I...NiSAfE lJ.fTEDTO _____...:.__~L.OCA'TXHl.ot.EHSOlS,aeaw... EU..DtIO__._-_.-=..~A:-D)(EYFN!:I-l~~ 2.AU..WCA(!l-W..LCCU'\.Y'l'llTHTl-Et.lC8Tcun:::NT~SET FCATH BY L.O:::.Al.... co..NTY, SfA'TE, >>0 aeaw.. LAws, FU...a cc:oes. ~~FECU...Al1CfRceatAL.C'CM'RAC'T"CflCfla.e- CCHT'fIACTCATO'If3Ff AU..>>'f'I.,X:.o\R.ocoesNOl.ETHCOSCF 'CCNS'TJt,.lC'OCPflCflTO~wc:fI(.. :;...__n.. _ --....-----.-..- ~:c::.___..._.........~=. ==..~-:'.:r.:.- ::====,==='FE' -""-"'---..- -----.--....---- =-~..::.u;;:.."'l::.-... -"'--"'---"-- ~"'~...-:=....-"-- I 3. ALL WCA(1O~ f'I,..l.I.EINO. NDB..EC1FIC.AI... wu. EE r::en-l EIlA..D BYTtEoeaw...c::c:NffiACTCfIAN:l9-W.l..CCN'CfI.I'fOAU. . ~LOC:AL..8TAl1:.}JOIiA1PlALcoces. , 4.JMfBKACflCt.lSSC:tlI"'CUDNn-ESE ~Ym::lS9-W..L.a: EJlCtJC>>iT I TOnEDEVEl...OF'Ef!'NOAf'OI1'fCIlRAI-oesc:>>enlAT1B'ITJ:tt _5. DONOr 1'l"'.l.11" nRAWNnB. v.ffT'TBtDt.EtD::tlS9W..LPfECSE/INf NO I .\ AU.oc:.Al.EDDI.BEiICN'l c:c::tm'IACTOR!J-IAI...1..Vf:FF'{ALLJ;:IIroeNElO$ , PACflTO~ #VGiAU.. BE~FOOALl- ou=N9CN3 NOXlBS'ECFlCcc::N:lI1'1CHi ll-Ea::F!Cl::CF'HA~~ NC' I [ . I l.VS'TBENOTFI3:)CFYNU.11CNSCfl[)t9:::R:PANCESNffl'EDATCUM) ~~~ I I ~ f'HaE~ F.u~ I , \i SITE PLAN NOTES "t,__-, .~ " 1. a.at COfl'J'I,.lC!"C AN:) a..ecamucrcR TO 'JB'FT' n-e EXS1"BICe CF anED UTlJTESHn-eNeACFc:aBJFLJCTlCtl f'ftCflTO~ EXCAVATICtl 2. ALL ~ NO EXCAVA"fCN FCA STfl)C:JI..RAl c:ct.PCtENT5 wsr CCN'CRilTOll-EF'flQ...ECToct...SFI3'CflT. 3. CCHTl'IACTCR TO veFf ALL STE CCNJfTJ:HJ AN) ca.esctS f'fICA 'TO C:CN!m'lJCTICRALLNO..-~,'::'."":":' TOEEEflaXlHTTO'Tl-EA~ CFllE~~nEAI'lO-ITECT\JW.DE9CH:JlPJP'lTON<< cctfTtlU.1lCHCFWCfIC. _.J 4.lE'l'tlACl'3TO ca.F\..Y'oWTli AU. APf'\..JCAa..ELCCI\L co.NJY. STATE, ND NATDW... ccces. camv.c:TO't TO 'YEFFY /<H( CI-WKlES CR AIXlBO..N TOOEVa...Cf'\ENTSEJBA.a(SPFICflTO~ DRAWING INDEX I I C9 COYER 9-EET . . NJ ELEYATDS" Al R...Cla'lf'l...AN A2FCAJtDAl'n'l/R...OCfl~F'l.AN A:J l'lOCF FRAMNCI Pl....I\H 'MB.ECTl'ICALI'l..ANMAf,llEVEI... D1EU..OtlO~ D2 EU..OtlO DETALS 01 OPT. 3FD BEDFlOOU FCt/l'DATON 50 R...OC:fI PLANS 02 OPT.:H)BEDflC)CU,FlOOF,B..ECTlJCAI....50B...EVAl"ia'S S f'flESCFIf'Th'E WAll.. tAACKI ~ ). C(7) to"~ f;rJ1J.J o ~ )Ii.~' I~~.. If.-,: . 51- ,<ou.. .<.....1 .....IV) - . ~5.- VUJ8 I 1-'- REVSONS CU'ifBfl' AS a= 122206 II BMOWB 1\ OR-D I .1 COVER SHEET} ~csl =-~_...- --...----.....-..- :-.:a-='--':::::':=-=' =.-=--...-.....-:.,.-- ~-_....- ..._.._....-..._.<11_ -..--...... ~<7'___"--"'" :-..:-...-:;.":::..,,:: =:,,~,,:;:'~"'-_-"l -...--...-....-- -"'~-_--..--- .----...- " " '~.'~'~'".J:l/'~':' " ',' :':':':':':.,.' , ,,',' ,'I ,w--....... ~"",..,""'" ,-,~... ~~::::...': :~:~";~M' ~~:':."':: :.: :~:::":"':I ~:,p,;~/y ~,,:, ""',"'[ . . __'..'.~1;..""""V -.....:"'..... ' .', "" 'I '? , .....~ .... ,"'....., '~ ___ . _._----;-;-'_1-----~<2E'-~l1'--0--c~ -l_~D I:;, E::J I! II ~I DO U ~ ~.J'~~EQ~~-' cOL~ A& l;pEC'D--' 6EE DETAIL 1/01 ~Mepf:C'( FAeCIA A& ePEC'D BIDING M 6FEC'D I ~-l ~-I rl\ 11&1 A!I BFEC'D OF'Tlo-IAL HAe.cNRl" AS &PEC'D I ""'ON",""",,"- I """""""''''''' F'I-ICtE~ FAX6Ct&4lUl78I ~'Vl W FRONT eL.eVATIO~ e.cALE, V4'. \'-0' (14 X 31> 5I-lEET) llCALE< liS". 1'-rD' (11 " n $l4EET) = ....l~?:::~/;'- . ,'.i}:? "'V"'"'~ ,'"",'~ :::::~ , .;#c' i'/" =1- <:S:L.L- <0 ....Jl/') ....J O:s:~ UJO Ir- II- ~. -' L. , -I"r~l--,,-,"-t. .',', Ij.J...:....L-t. ' .~..~. . ~.'.'.'.'.'.':' .....-... . . , ,', , " , , , , ','.'.'.'1 . . . ....1 ,'.'.'.'.'. '" ,_,.,..u I' ' " , 12:2:: ::: :::::: 1:-:. , . , ' , -I .,_,,_~I- ""':.' . . .............~-.- --.~ ~.""~" ~~::.:: , ,.1_ l , ,'.:, '.-=-:T:" ~ . :I'I~ ,', , 'I~:' 1'1 I-, , J , , ,.::.:.:::\ 1-,:1 ._': , , L ['][] ___/_m" DO f:;~-d~i nni U!! : 00,: , ": \-(--11 L ~. 1 I II PATIO A& &f'EC'o/ OPTICNAL W~J OPTI~ H~ u.v~ !HOOPJ ~PATIO M &PEC'D RI61-4T eL.evATION OCALE, \/4'" 1'_0' (14 X 31> &-lEET> e.cAL.E.I/B' . 1'-0' (11 " n &l4EET) L.el=T EL.eVATION ecAL& V"'. 1'_'" (2-4 X 36 Bi-lEET) ecALE. VB'. 1'-.tI' (11" n'Bl-lEET> REVSOOS ,:.',:,:,:-:,:-:; ',', -,', ,', ',' ' L.l I ' , , ' , ClffENT AS a= t22206 .( . -: [ .[ ( ,._ " ,r __' ,- ,- r ~'~;:...::;, ~ F:::::;::::: : : ::~'::: : : : ~ ::::::::: , ;;"""":.:::::,, 11--- -- ~ iF'" ll\' 1'1 ["I' .1 ,- OR-D ELEVATION j--l PATio A$ 8PECpJ REAR eL.evATION aC8 NOTE, . APPROXlMATL Y 2B SQ. FT, OPTIoNAL MA50NRY AO l!>CAL& II""'. 1'-0' (1'" X 3& $l4EET) 6CAL& VS'. 1'-rD' (\I " n Bl-IEET) . , SEE S1 SHEETS FOR HOLD DOWNS AND WALL BRACING INFO. $5-:: =': 2-RBi e- SYMBOLS LEGEND rzzLZZ2I 2><h FRAME tuALL WI STUDS ~ 2~FR.l\MEUlALLWl5T1.lD5 _ lNn::RlCR 1N'T'ER\C* ~ \llALL 1ND\CATICM.. rr lNDlCAn::!!o eFUCE FANELAJ.lALL- ~E HOLDOJ.NI8I-IEARNA1LIN:::. ~~E ABOVE. III eoLlo eL.OCK INOICATIa< o 3'. PIPE eoLLAFO:D C.F. CI-lANGE tN.'Ft.OOR CL CI-lANGEll'l CEILINC::. LINE r------~------..,------------ I \. '~ r:e\,/' C13 : ' Q\~~ il " . LA'GA~__ ! .' \' ,_ ft&'G__m__ '-~_'::=y"=\::, III 7S , ! 1 . '-~.. Q II ': a'~~ID<T-OPT- , 0 " / ~ " . ~~________________________________________J:>,.',."\.~ ~ ': . p-~ ""'" -- &e:l!:21D1 ;, ~ ~ ': r ': " .. 4"4" eL.IDER ._56 ~ ~ ~ . : ~ ~ ~ . '--1"I:,tJor, OI"''riOI.J &'-0' !>"'~'Q'I ~"&& ,,~~""'''',.,''',.,.,.-., r-iiE'jt_~" ~ I ~ '1 '1- Ult~ """",",~"P1)~~~ HOOP ~12.j:: s ~.s> ,: ,h K.1TCl-fE\ltOININl:il __~_.):,tI ~ yAUU"D DIU \ ~ vINYL l oc ,- Df~AL : 3"'lZl SLIDER r--------- , 0"' : FLUS.. 0.11 ~~~ -=.= 312 tN5IEle ~- . '""<- . ~ w .... '. .....""__ - N'T1.._ '/6"66\./ LL~ .t:iALt. elFOLD I' ~&' CARPET 1lU\:aA&Ull-l ~ ,-, -~'Ilili~ .....7. '?,\.~~ ~~ @] ~I. ~~! .~. ""'''.-'--.'.''.'''' ","" ~ ~~ ~'f~ ~-! : CF~;;;; B~ ~!l;~~___ .,"--"""'''''-''--''''''''@'']i%: J\r - .&~~~ 11'~8. 8'-4';:.., ~1Z168~.~ l~. ~i~ ~~. 28",8 TEMP (\) MANDOOR f ~ -_.11 '-'9 UJle-TOOF' . J ; 36'."" "-11' \1'-I<Z1' 2'~~' , 8'-1' ,,04" SUDER """56 4'_~' ir--.~-':~--":~.~-"---= FLANn:""~ 'L C AeOYE 't ~l~~~~ar--- ~=2TOP,.C &'CLc. " CARPET ~'.8' ~: ~\ '. ' ROD t eHa.F ~~;---:~ &P*A\ \Ilt It .1. :<1> rTT~! - I \1 1 ~ ,G-hif"':'; I LlII.IM CAAFET 8'CL6 2'-1' ,'." 0' fi! ~" ""-iZl' 6'~"" .MAeoTIiA em:>QOCM 8' CLCS CA"",,, 2'WIDER11-l,<lN- ru8>'LAN6 " . CD ~ ~TE --------------., i IEP,IZI OVER"EAD , -, 2'-IZI' 3'-1' 1\' 1 ;~~ ~ ~ ffi1~ :~ ~'$i:R, : 'ICf'~ . 13'''' "-0' -'" A<AMED TO 60TTCM ~ &EE t:>ET AIL lID2 Ltvl~ 1l20OM vAUl.TED "-""""T ~ "'-lZl' "lZl'cIZI' 16'-0' 4'-\1' 2'"IZI' ;z'.,,' l&'-lZI' 20'-"'- 36'-'" o 2' 4' "---- 5' 1'" --- DESCRIPTION ~ROJGoI-I FRP.MED OPENIN:::.e.. ] ai_fOLD, 82' >< &1' el-f'A5$, 83 1/4' >< DOOR SIZE .FLOOR FLAN BEDROCMB BA"'B MAIN LEVEL 1"31 ea. FT. ec..1& lt4' . I'-o:!)' (24 X *' eHl:ET) ecAl..E:.lIa' . l'~lZI' (II X 11 81-1EET) ---,MART (0"" ~ ~ "- ~ . ~ . ~ ~. ~ ~ 5'_1' , GA!'U6E 4<ZW e.Gl..FT. FLOOR PLAN . NOTES I2OO5ClFFOCHFF'!'F:lFWT1Al.~lYcccel?fTVIo:>r"~~AAl.FN')IEN1'g i. 'tBFY ALl.. are IJTUTY L.CICATDe ffICf\ TO ANr cx::H!mI..IC1'l l.canRACTCRTOVEPFr AU.~ l.I'.1HIAI..~"TIOOS. DC:a'l>>CWKXNI3ZI93.C:QBTFVCllCtl~AW)!'f'l:CFlCA11CNI """TO""""""'" 1 AU. EXTBICI't WALLS TO s: YKXO A'WED AT 1& NOiS QC. >>D Al...1.. NTERC:RWAl..1.9TOS:2>'NQotBac.LN..ES8NOTED~ SJH..IC'1'lRAL r.BU:flSTOEEFASraEOIA.WTAELE l1023Il lo.5B"ARATEHOCIEE FfD,IQAPJl,QEfffNOTL.e3STH.\NWO'l'P9Jol CHTlE ClAAAOE ~ CW\AQES v.mt tNAELE EPACE.ABC:M: 'M..L IE SEJ'AAA1B> fff NOTL.E58l'l-lAN5/tf TYPEXatP9..W Cttll-E QARAa:;CB...N3.(FDCA2l 5. EHTRl'TO HC05E ADo6 TIE QAAAOE 9-W..L IE NOT L.E58 ~ 'KlIEr' THCl( 19Ct.D\llDCRSTEI3...CR 1'DE'I'CCU3STB:l..l. CR20l.INJ\'EFlE-'AA1ED ooa"..... e.sct.DEI..OCl{TO~lJCft~lHAU..cct..I..U'II9,EEAMS&OI'[)ffiS """"- 7. SEE 9 a-e:rs &. DEfAt. 9-EETS FCR EIUCHl PNEL. ~ WALL. CETALS. f'FI3"l..ACE CETAL9, ere.. !l..Fl'EEl...C.ClCH)EtW..LEEffiClWElTOClJTCA"AL1..CONCE.\L.B)[)fW"I" ~1901H'fB'IT.&HCAZJEiE'1'VI63\IsraE9Jt.t{)TIEFKX:F.1fIl102S "lAl...1..ClI..ASS1\.8Jt.t{)9-IC1lIERBlCI...CEil.I6CLAS8AOJAC8fl"TO&~ 2FT. 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EE SEALED N A ~ Af'fflCM3) BY ll-EEU..J:N:lCFR:W...UtC.HOO2AlllOft,9.C.Hl104.8.3 ~.-..;;.-........._. Ei!ICAf'5:&f'E!3ClJ;~wtIETClEI\F\~5Jg::. wtCf"E::JH)I-EDfT24',CR3lQ.1.2ll.fiOf'S*lQM:1TH2U,lFDnta eu.. t-EnfT a= NOT YCfE IHAN -4.f AFr. \Rml'O rWN:lOHS9-W.l.lElSiJt.l..l..lDPEfI~NIT,/lU.A"T'Ot _,-,' .- w_.....AE f'ROYDfi) BY TlE UAN..F~ FCR EACH"MDOIlIR.C. R8l3.ll . N9..1..ATE IAWl .It.. STATECFCfEOONol/t,wQR&Cel:RCJYPATHt.rrAELENOOollIlIZ&l:!I B. STATECFW~lAWw~srATE~~ STRUCTURAL NOTES ~1.}.lP.~.ft.~~"1'~_"'-HDf~P..y:-E'WAII'g ~~'TJ'':I''~e.JE->J.f")/()RP,'P,l-lFFTP, l"f!.' '. "'''?"f",,''''<' ~Q'1?l:' .!~l"V; ~ ""'I'"),...,........,.._",.J~',.,,~/1}..I">) .....------ ----- --.....-...-.--..- ==:----~-=.=. ==..=-.:.::"'-.::'.:.:.-- :'-_-:---...,,-"--~=;....'-:'=' -""---""_..... -....,_...~~"= =:':'::='''::..'''1:.;''..-''1 -"'--"--"-" -...------------ ...-....._~..- 204 S#I CLACER PI.... I .....,., "'.",. F'I-IOE54lA23.liGJ1' FAX~ I~(/} rl:J. ;lU O~~t;: !~ ::JV) ...03...... I '.' UJM , . <::) I \-...... :c alii 1;"".1 . I[ fEVSCNS I ClHelT AS Of' 12220. + B>OO ""' OR-D FLOOR PLAN "EO' Al . SEE Sl SHEETS FOR HOLD DOWNS AND WALL BRACING INFO. ~ .t.&~'O ~.~~~--- FILLf'>I..OF'E MtN."" ~ 1-lOJ5E, TI-I1CKEN &.Ae . FERlMETER VE~~~TOf'O..lR: \j-------' ~ i I I ) ~~I_ ,.,~~~~!'> 3b'-l!)" , . .____/LOCATI~e!-lG\1.N. ___________ i i _______, \ . ~i -"r--~-:- -T~-T~T-~-i~!~!-- "i~,.! : l' i! ! ! i i !! I I ~, : i - ~ i i ! ! . I 1'1 i 3/4' H6 WAFEF"6RD i i !! : \ I 1 0YER':I-V2'~RI-JOI5T j i \ 1 I I I i .1~'O.c. . i I I I Q I I I I ~ I 1 I ! . i i 1 ~ I 1 =Vi"""CR""-ACCE" "i i Ii! ! . . :1 I I I '.x~~~J5FEC'D I I \ ' ", I I I 1" -I Ii: I~' 1 \ : ! ; : UwIIIJ] ,L.~JJ,J il I ~I " I 1,~lDEeRrll>K~~~~! I Wi! r'ER1.Io15T,CAT,""!,' i I G] I Ie' I I, ' , , 1\ ( ll.LAU.AeoeFE D I \ 1 1 -\-. 'fu' _j_J_J.__L__L_' _ .11 ,1L+--~-1-J-J==L-I--__ -4~1l!)1-I0R . , 1- ;,,~ ~ I' 'rF,~=, _'t":,' --,1-,:-1.-,.1--1--1-, -H,' I .~. :~---I - ~ i-- r- ut----i---- -i.' i '" iI2'46' \! I! ! 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I l ,"\ : II:: 1"11 j'l .:1 I I DEFl'<EOO DRIVEWAY I, I 'II ~-_-_-~-_-_-_-.:_-___-~.~~~_-=~~_~E J} ~\ } 1:1 cc;T(~~.r _ \i I ~ ~ iJh5::L~==~==:2~;,,~~:: ~ TI------c-~- ' I: 1 :1 v" 1:1 I, iL._______~~A~~"~------__;:_~l : ,___, , r '~l~;f========~:':~=====~==l~~1 ;, ~ ~ " ~ ~ ~ :r 9 ~ ~ , ? ~ ~ svm.,.. FOQo;. 4' cc:NC:.. eLAe eN CO'1P. GRAHJLAR FlLLeL~HIN.~ FRQ11--1OJe.E. nilCXEN eLAe. f'EF<:lt1El1:.F<: VERff F'!'lIOR TO PO.iR 9 ~ . SYMBOLs LEGEND 10'.'" 1"'-,zl' &'_0. 36'-,,- 0:= 6')(14' CONe. FCU-lDATICN ON !:2'xb' HIN. ccNC. FOOTlNGo.. ~ .r;R1...... (pSI' .n.. _ pIli") 4' CCt<lC..eLAB eN. cct1P.6~LAR . FILL elOPE MIN. t;llo """'""'"" FOUNDATION FL.OOR FRAMINC:i= PL.AN OCALp 1/4',1'-,,' 04 X 36 e.l--EET)" 2' 4' OCALP va'.!'-,,' (II X H et-lEET) "" ~ ~'g~~~~~~AYOUT -' . 1>' JoIe.T ~ER (~ 3'. plFEBOLLARD III OOLID I3LOCl<. INOICATICN ~ ~ e' 10' -"" lFOUNDATION PLAN NOTES 1:l'O'J5l"C1C1Y"Ooll'F."rlRlTW..l'FfOC::lALlYOC':O"I:iO'JfIflCWJNA~ vaF'l'AU.gn:;:IJ1'IJN~TlCNSf'fICRTOAHYCCNrnlJC'I)Ctl CCtfTRACl'Q'lTOVEH"'I'ElClL l:E,I,fWJVALLE OF15OOF'!:'J" Fa'I a..AY IWCY o.J\y, ELT, ct.AY, ct.A'l'EY ELT, ~T.& lWCY ELT. 0Tlt::R l.lA.Y FeCUFE Ef'ECW.. ~ ~ ALlB'HATE _':'.:, ~,~J J.ETl-P:)S. cc:HTJV.CT(J'I TO VEH"'I' BCt.S Fe'CflT FHCfl TO c:ct6llUCmCH 'M--BI fEQl.I'ED.lTAlLER4OIA'O cc:HTJV.CT(J'I TO VEH"'I' AU. tETALS. r&EN9CHS, AN) El"ECA::ATCNS FHCfl TO _":',,-_,_..~.:, SEE tETAl. AN> S 9-t:::EB FCA A!XlITX:HAL ","""""TO< AU. f'CtH)A~ WAl..L!l >>D FOOm:l TO i:E COlTNJOUS CCHCI'ETE. !;Te" W.AUS.AS 9"ECf'E) BY LEceO. SECTION OETALS. NCJ/ai ""'-"""'La<>. ~WALL~lOEE 3OOO1"SI~cx:tD.vDQARAGE 9..AB R.OCftTO EE 3000 P9().lCO CCtD43CiOO P91!i!EN. 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FTcw..WL.t:rACl:!vem..A~P8'I15O 9:1. FT. l.N::IER A..oc:A /IRY+. FCACfEOCHICfI!lC <<lB:OAt.[) 19:1. FT f'BI3ClO SQ. FT. FCFl WA ~ at: !J.lCt'\Cf"EMD&v.u. BE wm--.i 3FT Of' EU::l--\C:C::f'tB\ 9--EET ALLElCJ'Cm)EAfID-I N CRA.'M..5PACEVlITHe l.IL ILAClC PCL'l'El1-M.BE SE.WS !HALL IE CM3't LAf'PED 12 HCHS " l\Rt 12 ID'6 LPFtDWAI.L lO.F\SC.NI1OU.2!WABSlCJYca::EPARAsons.1l AU. Y<<:lCO ~ [;ft;CT exM'ACT W~ alFACE!!, ~ 'MT}-toI8' CF EXF'CEiED EARTH TO EE APf'I'ICYED I'fel9.FE TfEATB) UAlERAL ~ WOCO 9--EAnfiJ NOT LE68n-w.l e HCH3 RQ,l CR:UO tR3'Q1 ~ &(51 loIt&U.l ct.EARAHCI: ffia.l oorra.lOFR..OORJC6JUTOEXPCIEEDEAlm-I, BlINCH8nFTFOREIEAUS"~lR3>>JIlI R..0Cfl9--EATl-H1 TO IE 31~ T&Q LAD 0WXtW.. TO I---JC6rs g.ACa) tI" TO 24HCHSo.c.lT.AS-ER!5CWJ .-._.-"_......F'flOI<I Nll.A1E LlIW. A. BTATEOF~LlIWaFUlC..aenrPA1HtlTAEl...ENlI04.Il1Il2l&t3I B. STA1EOFWAS--NlTCHLlIWWAfH'lCJI'CNSTATEBEJlCfYca:E STRUCTURAL NOTES ~"f.,:!~T'" n:.J !!II M-lFFT ANn _Ar:F WALL UN;;: EEQUl~"'::!T."'-..F"'''1: 51 ~ND/OR 57 ~FET!!. J.L!AI' ~RArI'i"'oflE?j~_T~F'\I ~ l\Hr> nr=4r T-"~" ......m>Im" tI). '~l r::::I...&If"'I'JAT-e-""E""~ r::::JHIN. PAHa LENGoT\--l32' 51WoI F I'.Tr?RY 2 ANCl--IOR 130t.Te eA. PANEL (. 1/4 FOINT!lo1N OR) W1Tl--l1e00 to TIE DCUN DEViCE .EA. PPNEL e.o fND TO ec; FlE~D wlTl--I NOT l.Ee.8 Tl--IAN (1)"'-4 aAR TOP t 1!!OTTct1 l'iT STORT' (';F 7 ",fORY PANEL eN 00Tl--l FACEe W1Tl--1 NAILI!-lG .4' O.c.U.m-l (;~) ANCI--IOFi': eoL.Te .-IJ!!, POtNTe WITl--l 3IZXDIZl Ii:> TIE DO.LN DEVICE EA. END Cl" PANEL PER IRClOReC FUoIZl2J.1>,6 r;;1INTE~IO~ l'IRAr-F FANi?'1 . UHlN.. tn' 6"r'P5U'1 eoARD eN 24' O.c. !!.ruD sPAC~ MIN.-48' ~EN lN5T.ALLED 00T14 51DE5 MIN.~'1L\--lEN IN&TALlED TO CNE FAC:;:l: CF A WALL II.lOOD e."f'RIJCnJRAL PANa.. el--IAU.. BE IAal TA6LE Rb1Zl2J0.!> IRClOReC PARA Rb02J0A ATTACI--I'1EJ'{T& _ III'" ~ OR 6d NAil!!. . 4' oe_ AU.. PtJNEL ED6Ello AND . " o.c.. tN FIELD . . IRCIORSC TABlE.Rb/Zl2J/Z1.3(l) F.Ae>TENED TO FLOOR. ROC!" FRAMING, lAW TABLE RbIZl2.3l'I) ...._---""- -------- --------"'..-...- :::=_...._~....~.=. ",..___...",;,,-,-,.A_ ~~__.."":!:-_"'-..cr ..... ...-"'-- ... -"'- -...---...---- -..-...---....- -.... ----- =:""--~_::..~C::-..; .-..............-- ~ """"""'-""""- I FB><:W "',.". f"I-laE~eearFAX~ '"TJ)' UJ $f- ~gu. -ll/') 0$..- UJM :1:0 II f-"- :r ! III, I' """"""" II a.FIFIENT J>S cF 122206 """"'''''' OR-D FOUNDATION1 FLOOR FRAMIN PLANS '""'co A2 .0... SEE Sl SHEETS FOR HOLD DOWNS AND WALL BRACING INFO. , ,. 4><6 UD 13M ~ Q w I :~ , ,10~ "J ! 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TRmPrrCl-BTOEEAS9"EC'Oatll-E ROOF &B.EVA1D\l9-EEl'S. 14 M2 AOCF Pfl'CHW,'H'lEJ'Ia'IVAl.LlBTOEE 3/'12 PITCH&.A 5/l2AOCF Pfl'CHW~VALLT9TOBE25/T2F'lTa-1l .AL1. 1RJ9!lI-W'CWAiETOEEAJ'f'ROVB)BY'lRlSSMAN-FA.C1lR3'I& CE9C(3) 10 FE9ST Me L.A.Fr F'FE99.IES BA!:ED at LOCAl.. Y/N) l...O'D &IlOCFW'OTH.TAa...ElFm2.tD AOCF &EAll-Nl TOlE 7~ em WJTI'USISES g>ACB) Lf'TO 2.4 NCH o.c. CTAa.ER503.2.t1t1J .AS'tW. T EHD-ES 9'WJ.. EE N!lTAU.B> AS lJ"EC'D BY' MAN.FJoCTUE \MTH HCJT L.ESB "J'H.t.N . FASIBBlS P8l Emr s-t'Q.E. ~ AIEAS VH;FE v.H)S El(Cl33:l 11) rrjt! 5f'E<::W.. FASl'BNl ~ N'E I'ECU'ED.RiiIOlU1JI FIE EI..CCKtlQ &W.L EE PRCM:ED TO cur CR" AU.. ~ DRAFT a'ENKIS IllO'lH VERr. &. HaW a:rwEfN 8I'CfES ND 1lE AOCF. flllOUI DOCftND'NKXNt~TOElEASNmBi'~l-EAtB'l9 N'ENOJ"I'ECU'EDNm.CftEltT.~WAU..S.IFl102.7.21 El..OCK TO FCUDA~ ~TH JU. ca..aH!, BEAWa 0R:l8lS. ROCF "I'B<< CAPS TO BE LClCATm AT fEAR 1lOCF, B...Cf'E9 "lItER: I'aEILE. I'ACM:I:: 19:1. FT. ATllC'v'BfTI...ATDt Pe'l300 SCl. Fr, ATTIC !PACE 'MTH SIHlOI CiFVENTBATL.EAST3FT.AOCNETl-E EAVES. ~l9:l.FT. T015OSCl.FT.OFTl-EAfEA.1I'IlOa3 PRCM:E..... 1 NCH g>,a,a:; IET'IlIB:H N1L\~ ND IlOCF 1l-EA.ll-Nl 'M-EJEEAVEVENIBNENB1'Al..l.B).1Fl8OG.3I ATTlCACCe;S&W..L.NOJ"EEl..E5S~ ZZJ:3Z ftO.lQ-I CftM<<lVoml la&LU OF 30 NCHS t.NC::eS1lt..IC ~ NJt:NE ACCEB9 Cf'EN<<l. lR!lCl7.11.' N9.l..ATELA,* A. STATECf'~LAWOJUl.CeEACt1'PAn-ItrTJa..ENrIl)UI!2l&1:JI a srATEOFW~IAW~srAlEEH3'Ufccc:e.. tlQll;; IJeE ue.p RT1 I-URRICANE Cl.1f'8 . ~ 1-lOLDOJ.N l.OCATI~ UO.N.. ~ MINltU1 OF 1 5Q. FT. a= fi:t:lCf' YENTILATICIN FOR I-IOJ5E t , 3 5Q. FT. RClCf' VENTll.AT1C1N OVER GARAGE. SYMBOLS LEGEND . ' . , ~ ~ 1><b FRAME llW..L \Ill STUDS C==J.1><4FRA/""lE:WALLIlII&'I1JD& _ 1NTE~OR BEARlNGo lU.Al..L lND1CATICN. o OOLID BLOCK INDICATlo-I . A~oJOlsT~ I-lA/<GER J- A~D ~lfO!DERI-lAN::':.ER l:- RAFTER TIE DO.lN -------- --.......- __....___..."'_GO_ ===--=-~~.=. ::.=.:"::...-=~.:.:..- "'--. ---_:...~: -.,..---~..... --~--_..... ---------- _...._.___lM..II=__, -::;:..~~-=:- -.:=-.: I _.."-"""~ I PHl:N:~O'IF~~ ,(/) lJ.I = ~o 3:;:;; ; UJO : I"- 'I :I~ DlW If.. FEVISlONS ClJFfENT /!t.S a= 122206 .....,zae OR-D ROOF FRAMING PLAN '""os A3 ......' . v~ . -~ O~ IS .~ ," ," ," '" """ '" '" '" """ ,;RD 6EDROOM OPTION ELECTRICAL PLAN e.cAL.E. 114'. I'"'"~ (2" X *' 51-1EET) ecAJ...E< I/B'. 1'-'" (II >< \1 el-IEET) ~ ,I MA&TtrA: Kl eAm2 , ' ~-----{(, UVOP't L\6I-lt. OOIITOI ( OPT I'1.t>N DOOR ~p "'~ 'j,' EtOOl \OPII ~ ~t: . 'II ~, '- :, !~ ~ '~----------~- eAm2 ~t -'1 B--l I >p',,'~ $ _5 \~ e -+- OPT. DJ{ ~~~i -LI,li .v-" ~)- '.... ('o. OFL 8ROIIl!OCM. -2 ~~~ ~~ M!; " 11[0 !~ 1/ c= '~' ", ", ':' it r----1 ~ e &,A!:!AUE r-- - --------- -,--------,---------:---- ------1 Ii , ,\:: ;,' ii " l, / ! , , I /' ! Ii ,/ / !i "'~!OXT_OPT_ "// ? " ,I' , ~1~=~~~~_ n_-+__ ---- n__ ---- ------- _~~:~lf!\ // " -~_ e'6 OPT ~/ " / :: ~ \ ~-'~ ': / L~~::,]_____ _____~~=~===__________ - ____________n[~~~r ~~~ ~~ ~~-~ -' ELECTRICAL PLAN ecAl...E. II'" _1'."'(2" X~T) OCALE. lie' _ 1'.0' (\I >< n el-lEET> ELECTRICAL NOTES l2OO5CfEQCtN~ !PF'C1U..TY~/XIOfIRCWNl"'~ lAlL'NCR(TO~NDB..ECTHCAl...Wl.LBE~EU..DEJY' Tl-E aeew...~ND9iU.L. CXH"CA.lTO.AU.LOC.AI..., Sl'AlE. ND NATPW... ccoes. 2. 8...ECTlICAL. TO BE FEVEWED, APfroIB) BY A S3'ARA.TE I"SUT" te'ECTE) EJY' 0FRClAL HAVNa ..us::cocN. ft105J" Rmt2l' 3. ALL loETAL f'I"HQ!I-W..l.. BE BCN:8). tR.C.. E3ISClUI 4. SJ>P\...y & ~ Aft r::umsTOBE~8o N9.LAlBllA.Wo-FT l.ClC\LSTATE,NDNA1X:tW..ca::E.ICH"TttI So AU.9...PPI...YfUtiTOHA'.e.AD.JN:::affo..tM"Sl9loAU...IeJlfWAfI FLN9TOEE~ a'rNW:;)8fJ'EC'OEJY'l"ftO".ECT~ RRUCE l"EA'rnO S'l'STB.ITOBE f'flCNI)EOv.m;fI3"I...ACeAEL~FLTEFlS.EIC1TTCIoICFAU.B..ECtItCAL WALL l"EATER9 TO BE 2 FT. APr. 1. ~ HJTALLS>, RDIACE 9-W..J.. IE NOT l.ES91HAN 1'BI8'fICB(r. lO/'I.S.c.N11O/S..S2l. FCRWAa......Aa)R.ftiACES9-IAI...1..c:c:N'OIolTO ~1ZT&B..EC'1lICRJ'HA.CE9ltiALl.CQF(ft,lTO\L1il9!l~ ""'-""'" 8. EXfeICA vem; TO BE WATEfl PFlOCF' octEaEO. HA.VE ~ DAt.f'a\9&RCCf"\'BITCN'STOEEL.OCAlBl ATll-E FEAACFflOCF "-""'''''''''''''''-''- Q.st.lC:t:E -::..",_._-':' 9-IAU.. BE PI...ACfO'MTtIi&CIJ1lDE NTl-EVI>,CNfYCf" aan'a.EE/"'H:lAFEA. 4Flc.~ICftlCBmJI 'lCl.!NC*E """"..........."'... roeem"",-~....._._ 'MIH~PCMa'I ~ f'flClUTl-EIiC:M:8o'MTHBATJBI'{9ACl(U>.IIJ\.C.R3tl3lCf\9CR313.21 t1.ALL'BATH. 'M-l r:fIYffi &.RAHOE~TO\'BITTO'M! cutsa:. K>FTIO 12." ~ ZQE Dl & D2. WATEfl tEAlee f:tW..l.. BE ANCHClfED CA S1lW'PED TO Fe3Sf ~AL Off'\..AC8oENT.lMI307.21 n A~N'ENJv.mI R.ffolACE Ea..ftEJlT &W..L I-lA.VE eN: LXlHT FOCn.FE AtDeN:CU1t.ETNSJ'AI...1lD.lW13M1.3.I . 1"- ALL f'l-I(JoE CAa.E810 BE CAT II Cfl EOlIYALelT. 15. ~VE TOHA.VE A CEOCAlID 20 NN CR?JT. 'Ill GA.IWJE DlFl.EX ClJTL.EJ9 CtE 00T1.Et LOCATED CH THe SAQ;: WALL, CtE FCR EAOi 0Y8I-EAD aARAClE! DCXI\ ND CItE OIJT\.ET 'MEN Cf'l'PW..FR>>:OCHs:n>JBIB~ fT. WN. FEQ ElOWJST RATESINTB"UI'TBfl" Cfl C(MN..O.J9 PEJI T.Aa.E 15M3 A PRCl'IEE'" 'KlOCAlHTERO'l25CRfCXNT. EXHAlJSTHOC()N maeo>>a. B.1'AO'I'D:1oOl91 NTel. 0'l2OcctfT.CRf EXHAlJSTFAN NBA'1)-fICX:MJ """""""NEA D.R.C.ctPT~TAELE~.318oc:li1>.PTEflll IO.R&C. ctPT 151 TAa.E lUI508.3l &. ctW"TER 111 ELECTRICAL LEGEND 'i!>.. """'" """'" ..... .... ~"'YSMT"Qt -9- .UCHr"""" -0 FEC:al!ED CAN UHf" RXJl.IE <!> EXHA.llST.FAN -$- UCHr 'AN @ """""""""" --+ I<l3. I-OE 00 --+......QA988 Kl _amm e ~"'^"-'onum ~ """""'^'-,"""- = lDIYva..TAClEca&l..NCA.n:H3PMEL CH...YPKOO/E .... Cf'TB..ECWAl...L!-EA1'EfIlNT -$- I-EA.Tl..Al.P/FANcot.IlO '" nao.o=AT :;::..-..=:-...:,.~--- __....___..._00_ ~==--=-~,';,':=. ...___......_..A_ ~-.;::;..--- .....-".-..--...-..-- --"'------..."'.. -..-...,.,...,..... -----'a;:: ==~~~~ _"'__"'__00__ ~.....:::::-"'.::.'..,_._- I ""SN"-",",,,,- I A-ICtE~CAF~' .'VJ 'LiJ i 51- ;-<:, '~ 0 u.. '<.....J .' ......J _Vl :.:...0.,5...... ,. M '.... UJ ; IO ; 1-...... lJ: D1W\ i1r.~ AEVSONS ] Cl..flFelT /J.S CF 122206 ] ~ OR-D ELEC PLAN "'os A4 . . ~ " ',1 '--1 i Ii I i II I L__,lL.~d PI"E_l"\AN.FACTlJf':ED -.... 3/'" F'L.TUlOOD e.l-EATI"rNG--i"-,::+.;f--- I ~...~ ~ . ,.. "'" ,(0 ,....cam<AL ~ CLEARANCe' ,... ""'00"" NAIcEO-""'i----ff.1 i ....... ....... ! ...< el-lALl. BE FRO'Y1PED IN ~PNCE TO TRJM -"1...::.--t! I 11\ .. ........ " ll.tn-I Tl-lE LJ!iTlNG AND Tl-lE MAH.FACl\lRE~ .'1 -'i-'.ll ,'I '\ ,",' ~ PER ............. 112 .::;::::$....... ./ IN&TAlLATICN REc:aJlI'i!EHENT& l;',1..:...: FU~ l"1AtU".ACTURER .~ .......:::::- /,Ij\,~.:::::_..:1t2 // .....-RlRNACE FLAJFCIIOM F:T~:=:::l, \ lNe.TAl..LATICt>lREGlUI~T&_....... ........:/:/ 1'/ I '-', .......:~..:.. ,/ 31"'f'\...T\lll::lCOe.l-lEATl-IINCi .>" I , ........v~::::.1\ ./ I \,. //.. ....... /' )' AeovE L~ INeULATlI>l ~ ""TTCM c;.\Cll'iO ...../! i i I \. /;~....... " 1/ ;-..", . . ........ F<!;CllJIREHENT& Iii I \ /..-;;/ -..w,,,,.li r"T""" \\ ! (I ,/ ................. ...-__2><" R.ATFORN euF'f>ORT L' , /.-'t-- I 'L' . >N= ' .,..{ _ .__-LL._,J \ .::;::::/" <.......... ~'I.l IF..... I 1--1 \...,-.. __"/....-' .......... ._"'''.2'''O.c.e.E.ARlHa.Ctl \ /". '''';;:-''P'. /~:.; .....,:-.--- ........ eoTTO'1TFU56~ ("\ ' _,;:;:;,/ <........... " .......t-l >-_____1""'-_--' o-_::..::.~'"7"...... 1 , I ~;:::::1f:'::-==::::::::=:::::::'-~.0:~~::::--"::~::::=-::::=== ':::::~ ~~~""D c=",~:['-'rT-'r'1 I ii I .'...""""'.... ii ii ii !! ii ! ,. I ~I"IA1'U'ACTUR!:R JL"" 11 II I II i IN&TALLATIa-I REQUIREMEHT&"'"'\. r ___lL___JL...., ii lit" i I: I ".' PL"""" ._,"=---,j.t.~",,~AC~''r.j ~.,-~"~" 'II' I / ' . ! .' ,.,. o . i 1x<4 !ll.lFPORT& N.AlLEO-':::::---' L .l-" I: _._ ___.Jl.~,---------,--_.------~,-.-----.-.- _________1._ _._~:::::=~~/_ JJ [dJJ~~.:::__ ,.J . 0-~~~~CE FL.ATI=Of:CM DETAIL. ecALE.IIl)" I' =~~~~FRAM~ 6LOCKINCo ~ ~ ~'DNENTEO ....11. .......................... e..-,Y>' Ii ~ r. OPTIa-lAL 6x22 GA.R..Ae+-lN:::. "'"''''"-- r'AElC1A eIDlN6.AS eFEC'O UlALLlNel1.ATIt>lFER . LOCAI..CCO~ t~ ROCf'~ A&~5FEC'D JNeUt.ATlt>I FER LOCAL COOEe RAlNGlJnt=:R UJ..IEP<E1'<:EGl'P pt;;E_~1NEEREO TlOllOOE5 FER TF1l&& LA"rCUT :L:':e.CH>eR~- ,>< P.T. M..OD elLL ?~~~~~~~~.~- NOT MOF<E T'H.<lJ'l. I'-e>' FRCM aiD CF PLATE 8ECTlo-l . OeL1><4 TOf' 12 . ______'M eTUDe. _______!NelL ~ oR'TlllALL ___ A& eFEC'D ""..,.,..00"""<0-----------=/ c.ARA6E CEII..n-lC. lIMEN (Q =~:~ i ~~".""'. . Z 'it;' Jo,.' "A"""""" ... OPEC'D - ~ .' In'6ypaoAFlOTO 1 . ~<4'TtGPLY".OR.EGlUAL ~e.IDE.Flrq;~ .' FLOOR&l-leArm ~ FLOOR FRAl"'ilNG AS e.FEC'P e."(~' .4'CCNC..6l.AeCN4' C01PACTED GRANUl.AR. . FlOOR ~TION PER LOCAL .'~ v- ~_" & MIL ~ACK POI... YEll-ELENE ~'<' GFlO..J-IOCOYt;.RL..AF all.RAP . .,., UPl'-,,'M\N.. 'lJ"" ....:1 J..IORI:z... _ " CCMPAClEO OR a.lDle~D lQE~eMerrA'!J~C1'D IWI ~ EARTl-lGRADETODRAlN.. ~ -111' GYP.60ARD . FIf<EllAU- IN&JLAT1CN A& OPEC" - ~ ~ " " aao.uF!'!051 DEPTl-lCI-F-CK LOCAL COOE!.. OPTiONAl ,-,=.._ ...:'.-. DF<AIN PER LOCAl.. cooe~ I-IORIZ/II1::lU.- !Ql:N=ORCEMENT At> REO'O />. 1'-:-;" -' 8~~~!.',::-,.~,?TION (I-QTOf:CY) 9CAla. 114'."-'" (11)( n el-1EET) G~~~.~~x;:;~;'L. QECTION ec.Al..e.II-4'.I'-D' (11 X n e..eET) ~-=-~~--- =-""'-.---.--...- -.....-- . - ---....-- ::.-::-".:--==...,,::.-=:.. -.....-....---..... --. ':'..-=:Fo':.>::=:-.n:-::- :- ::~..-:--";;-:; ~~~~'""'T lI.l'NTA!lI....E KlU(l1 -......... itS: IhdNA1L.'-4'OJ::.. GTI"$J'1~~~T.4LLEl)N ,., _/ACCOfCDAl'CEU'HHCI4Pl"l ~ 3("=.""""""p,",,- taTAU..W IN~ .' tfJ. lI.ln+T.AeLE64'2..)(\) OdNAIL. 6' oJ ~NAIL. t2. o..c:;.a.I ALL (ALL P,6NELElXioI!.&J F'l"UlM~I'1El"1eERflI>lOTAT PANI!l.. ElXioE& !.I.',..,....................~~ jGY1""6U"I ~ N&T..6U.EO lH ACCOfCDANC:EWl1H~l it: ' WOOD 6~ I">>iEI... 00 N&T ALLED IN ACCOF/O./INC!! . u.fn.IT~61Zr.1.J1'1) 1/~NAIL.6.0C. Ihd NAil- .~. a..c:;./) (AU. PAl'El... EPGE6> /OdNAIL.t2'aG.CtlALL ~N::;,~I'lOTAT PANELEt:>6E& ~u:.x:06TR1ClURAl.PJil<EL lH6TAU.ED N ACCORDAJo.a Ilf1l.l T~ KlU(I) /' L ~SiI~~ 'j F'KH:~ FAX~ I alii: It., =1 (h1~ln~""~=c:Inf'TAlI \. C)EXTEf:CIOf:C COf:CNEf:C I=f:CAMING: &cALE. I'.I'-D' ('4 X :w. e.I-IeET> . ecALE. \I1'.I'_D' (\1 X n &.IEET) , f"FlS-~.-=-,_ ~ OAeLe c:a-lOlTlCt-l ~ HEMBRAo'E TO 8E ASPI4Al. T 8-Ilt-k:.tEs. OYER e- ROCf' FELT OVER PI.. TU'OOD 8-lEATHIN:!&. . ~'""'" eEE ROOF FRAMINGo PLAN""''''''''' r~"'C<H _ .:,P1T<:.H CALL~& ":; ". OCR-l"~ eLOCXl_'. "" e.a;N'D~D ~~EFi!EDTF1leeESF'ER. """'-" lNeUL.AT1CW FER LOCAL COCE& OPT1CNAl.. bx12 G.A.R..Af,l.l.._ DeL.TOPe In' GYF'. BOARD WALL lNe.ULAT\CW FER LOCAL. COPES SlDJN:::;,A: OPEC" -------- 2><6 8TUP& JoiST I-I.ARDI.llARI! AS 5PEC'D !o/!)' PARTICLE!: eoARO lNDERLAl1'1ENT e.ENEATJ.l (vltn"L~CNl...Y) -4' CEMeNT eo (TIU: CNLY) ~!o/-4'TIGF'l..Y.ORI:QUAl... R-ocPR !W-lEA TING y::=R-ocPR~ AS 5PEC'D 'T PLAN .......___R-OOR lNeul...AT\ON FER LOCAL .... , . COOE (LA Tl-lE OR WIRE &.lPPORT) 2x8Ol...1: Ie elLl. ~lN:)~. \ 2x P.T. l"t.JDD elL!.. ~ I12~DIAANCl-lORl3OLT~ . b'-'" "c.... " lNTo FND_ NOTMOfO!S Tl-IAN I'-I!)' FRa'1 END OF' < Pl..ATE 8ECTlCN. Ii i: ~ vi "- LLI ~1- :)u.. ~:JV) ~.- O..LJ("/') IO -'''- CUFFENT AS CF 122206 FEVlSIa<S , 2x CR!61UA1...L WI&1tlDSIH1.INE .'" 0.... =<c.".. W/:t ~7114 tlr?Jtl'Z. 6 MIL BLACK POL YETI-<ELENI: GROJID COvER, LAP t IJ.RAp \JF'1',"'Mn-l I~ OR-D " 13a000,.--.:". DEPT1-\. Cl-lECK I ca1P TE LOCAL CODE&. / L'--- ~~~~~~p ~~0<""L.~ ---ClPTIc:NAL CRAl1L WACE DRAlN COO... - -: - ,"'. - 'D..... OACK"'WAU.C>ECK I-IClFlII.NERT. _ 1'-12)'. I'_~~',' LOCAL. COOEe.. """.!'iFJ""'fl- AS ..~" .,. _ '1'-"" J'""WIV (;fMJ...)-V~ €."/$"t:J,C./r;Pm I ,.~_a M#_A411 0~~:?~;;:x>>~~L QECTION ~M.f-""4' ecALE, 1/-4'.I'~0' rnxn el-lEEf) fECS ---- BUILDING SECTIONS 01 . . " . ~~ m3M._-_____ "'" _y~r. loeAACEWAU.1-1NE - r~~";'~&<I \. .~:::~-1 lll-L<>U.&F,ACl;~ ::.~::~ \ 1't4l.flJ"LATI! t ())1P,,',jI6o'O.c-., /"Toe:_IUJLEOT01P )oleT ---..,.L. ed.Ib'OC~ ,.,.",.,"'-'" "::J-~ -l lO~Il.IAU.LlN!!: 'F'L;: Ta"f'LA'lE.1.Af'& I5H."U;~HAI'ED $.. lallfod_l!A.e::>e EA.r>AY~TJ.f Qf'eFLlCI! a'lNT_~P~ N"I,Il..Wl1V3-',IEA.a-IO. (' TO~~N-~ I/~ b~~ 1"lt{,'4FellI ~I.fu'~_:O.o:eJ TO TOP P-ATE.. ~lM.V2'GoTP'eD r:.L~Tl'1pt....t.TE "'"'--,- I)Ju..;....OJ::. ~TOE_l'UI.lLEPTO.T' ~&TPAR.ALLEl.- . l>d _h'De. TOMACEWAU..L.~'" I Wdl . . ~lM.~~ ~TEN,.I.~ NT.~P.MIEL 1t>J\f>d_EA.&ID!!" NAIl..ED1IJI3-Dd Ct"llf'I,.ICe EAF- '~KW.~= NAIL I'lMFl-ATe 1 ,eu::. I~lhd.""~ ~~~_"'~lN..V2'GlYPe! Jio.IT.~I"'>>-EL NAlLEP1IJI3-1""'U. 1)..l!liMl"\..A'TOe.LK.- JOIeTP~~lr ~lf,d.""C=' :JOh~T~lc:l.l...*"":'t~ 'O""-=~.'" g- l' I 1 1 'O""-="'H~ ~ 1><CoI..K""" EA._YI..E)t:;'Tl-l ~m~l"'~ NAlI..ED ~16d INTE~IO~ 6~ACE FANE1.1 ~11.4'I"'XMoet4SIT) &CAl..Ea\n!l'(~xn~) ~=~T~~~'43.['=~.:f'F.:",1'~~~~~~'{~""r>U'()'(l) ~i~~~~ INeIDE WALL' , "'/I TOP viEW e.cAU: In' . l'c~' (2-4 XU 8l-lEETJ 1><4 eALl.OON FRAMED NOT01ED 1Ne.IOE \lIALl. _l TOFPLATE "'---- :""EXre!'i:1OR WALL. E>>GR. 6AeLE END naJ&& TOP 2Xi> DOJBlE TOP PLATE ENGR- 6A6LE END TI'<IJ5!! ...!9-E~lE.~::!...~~f-!-fl... I --------~~~~~ ~ JOIST AND TFal55 PERPENDICULAR TO BRACE W1LL LINE' ::~:~=:' ~I_.. II, ~ V II ~ II II ~~~~?m\1 1\ II I V JOl5T AND TR>.l55 PARALLEL ,,,,,,,,"",,... _,,,T~O Bi<AC1W~ALL LIN~ i . :~~ II'~ 1f -' 11~~r'~~ :::::: IV" 4 ~ ~ ~~~(,)~l _-.In II ~:lollD!lTR..IC;;.lIW.J...!II1E"'T14I'6 MJK.)JS',...lCKuY&1IlD!I-"'a.c.. IoIAILEo. "" OL:..ElXolE!I .~' o.c..F1ELD TAa.J!~2' t"ETIlOP~"Tl"~ "'lHlf.2'GTl"~I!A.&lD!!""-I>'~ ..,lNl'2'GYf'~CNIOe.tDE8'~I)'11'P FA&T&ED," o.c. - ~ 6odOR\If",~,T1"1"'EW0f"8 vAULn:o CEILING LlNE 12 ~b ,,- ~ '1 II 111\_~ - ~ -------..----...;.. ~>< "\ 1\') I' 11 2x4 NOTCI-lEP ~IDE. 6Ol...E PLATE ~2xb&TUDe. .\b'O.c. o RAKEO F~AMEO WALL.. .DETAIL.. ec,o.L..E. 1/""" = 1--10"" (~.4 X :>b el-!E&T) - , D fEi H r==-I....'~;-\ ,---I',a'- \ , <<'ANCsl...E t ".~ 20'UJlOE .1'-2', ~I Ie' WIDE"l ,~ L-i./"--''>th - -=. - ~i?' T~LL 9AS~ " STAIID-1/?D -7;;'''' / ~F<ED\,JC.l: i.AeE ----/.1 ~oPTlctl ..1---1,-1. ';--J J.-t:0"-1'''h'~ j CUTT/NG LArcur rOR CRAFTS/fAN COLUI1I1 TAFeRS. TOP! EOTTON W ' /NI"h'N"""~ II~ASU~C I[NTS RO/A!I! SNi~ fJ".',',',',',' ////,'//'/'/,'//' R~(iI.RDL[SS a H€/GHL ....,NM~/~;;;/~ ~'-=e.e MA",-'AL Z,',:",,;,n,,;; ~"'^"-"- "" _ ~//~/~~~~~~:::;~~ I'<:ELOCATE D~ FOR~' T.P 11',2" ,'r-t' 1'.6') , ~.~' 11,,60P P \ 'j !~ , 3Inr"'.~ 1'-2' 1.,'11'-2' '1 '" ~r \12' BASE DClllG FIR: 2 ><-4 BUlLD 2 ,R~/1C;, '>',."EX TO SLAB 1,'f{HRMI SET. TIC raps loa:rH!:R 1.I/1H,?...1'5 flISfDC. ATTACh' PL r1/DDD Fa.. OPTfDII"L ROCK. e.eu~ ~AlEO 2 ><4 "":12)' ~ 1'-,"' 40 ~ ,_~i."-"'l ",.' " '-~;;,:;~~" ..::. ..::. HATE!'iIAL " . - ~ - /4' >< 4' R.YWOOO fOSDUCE 6A&E 4' \lJ.<EN PDCK 1& 'to e.E ADDED 8~:,~~~.:?~!;~\IL.. ec.ALE< V4'. 1"0"(11 >< n e.l-1EETJ NO,.E, NO,. CON€>,.;:2UCTEO ON BUNaoALOUJ F'LAI\Ie-, / / / / _ __~ ___n....e.... -. &TAoNDAl'<D.8A&E '=:N6R6AeEL!=NO TI<IJM .2-4' oc. --- ------- E==~~==_ ~====~-=.=:,.- =::::::.~=s=~ :;:'_..~-== ;:-...:::-:-.::r":=","=-'"'l:.:':.- -=:...=:=a..~.::-...:' [ . """"OU<:BO"- I PHaE~CAF~~ .~:-,(l1 :JJJ 5:f- ...::> u.. '=z:J , '. - V"l r :s: .-- 'l~.u rn 'VIO f-'-- :I "I .i -~ FEVISlONS CURFENT AS CF 122206 """,,roe OR~D BUILDING DETAILS ECS D2 ~ . SHEAR / BRACED WALL l ~ (ZONE Dl-(CS 16%-BP 20%) I """'- WAL' c& c& c& ""AI. ..,,~ A ,,., I-le\c>l-lr MAX M~ ""-'C, """'- L=I-l 36'-0' , "","'" p-""" '''''''" L<NO '" 18 " N!'J1'!'Jb.8~:II. '" ~'-'2I' ,,"' 1'-3' 8 8 Rl 18 -~ -~ " WI'!'Jb.e3" '" "-8' 4a' '21'-8' U 8 8 18 " ~I ,.' 3'.2' ,.' .4'~1Zl' \8 1 _, " N!'J/9b.83" '" 2'-&' I., 3'-)' ( ~g.21:~- 10 I F 8OTI-l SIDES I~~ll " ~19b.M ,",' 2'-6' ~' 3'-)' ==;:? ~I 18 " ~.!!oM ,.' 4'-Il;' '" 5'-8' = J =- 109 Q u.' 10;- " N N ~ _....""_........-.u...._..___.. "'.-............lDIIEJ.....,... ~-""........~""........._"" ...,,__..../UId,..,""_ ...'''''__'''...I>d".......""'"'''' ....-.."""'''''''"''>'<Cr.....'''''0!U't'''............. -...-..-...""""""""""'......,..... ,:::.:::~~..~.~",.~"""""- " ~",/E,~ B'! ffi- /f~TIEDo;!}/ 'V'- T .--k:---::.- ' ~ ',~ ,B] ':J Qg.8 1r;;;;1 f~~ ~:, ,,' ,,\ ..' ,,' ,,' ::' \ I ~ en 2464SWGUlC1ERPl. RHlMONll,ORS7756 PH:541.92J..&607~.541-~1 " 3'-~' I'!I'-I!)' S'-g' Q 10-' " ., IJ J w Q,6t ~'~j~ ~.' 05r- ~;' wrt"l pi'~ ]:0 . .' I-r- ~....I . I ~ ~ INTERIOR BRACE PANELS (ZONE Dl-(CS 18%-BP 30%) 8) ~5EED21eF/ "'-"')6P eoTI-lelDEe. 18 1_, "-@ 8 " 4'.1'" l1'-Ii!)' &'-rtJ" STRUCTURAL NOTES 'I'" , " , .....". (' AA 1~'-lZ)' .'i"'~ -::~Ul'~."! ?{JzUeu." i;l\ ~_?-J ......- E'~qh"'i.Q WALL P.RAC~ PFR 1Qr.. TAALE Rl;rZI110J i!...'....,...,.........._Tll=>,I.;::~'.'ll.~I,W:" rnFlRACF P.A1'>lFt Irf.lt.JTlNJaJ5 AU1=.l.n..I>.v.. .,. ~ HlN..!l>Ilb"lI.k:>OD 8TRUC- 8l-lEATl-llNfi CN th" O..c.. e.FACED STUDS NAlL~ bd . b' O.c.. ALL PANeL EDGES bd. 0" O.c..IN FIELD lRC/~ RhlZl2J0~IR6lZl2JIt).5 PND TABLE RblZ)':2..3(l) ElHltJ ~~IIRFn P.AtJFI'1 FNr.Tl-l4P..' r;;;1MltJ RFOOIRFl":> PAtJFI I EN'".TU ..."",,,,,...,.,..,,,, T""" J;: L'::JRhlZl2j1t).30 aEE CI-IART f>l4EET 81 ~OR ~TO BE Il>eTALLED PER _COf<NEFl: DETAIL. CN D 8+-lEET r;;;1QE'.E"'.ffi~'L"'" ! ___-.:. L::~.hl1b' 8l-<EATl-l~ CN 1b"O.c.. eTUDe ~NAIL~_ . -~" ! ed . 4' o.c.. ALL PANEL EDGE8) ,ed. 0' Or.. IN FIELD L...., JO~ TAel...E RhlZl2.\1t)..3(2) . R6lZl2..~(tV 8~~;~:TI=~~~;AtJEL-- ~ 5ltJr,lF!7T~ 1 ANO-1OFt OOLT8 EA- PAN:EE:L. (. 114 POINT8 IN OR! \lJn\ IM)/t) !b TIE DOUN DEYlCE .: EA- PANEL gNp FND To 6E REIli"ORCED wln-l NOT LEOO Tl-lt>N (l)." eAR TOP' aoTTCM l!!lT !'>Tt:lRT OF , !'>Tt:lRT PANEL. CN eon-! FACE8 WIn-! NAIL~ .4' o.c. 1Un-! (3) ANCl-IOR SOLTe. . 11& POINTe uATl-I ~Ib TIE DOJ.N DEVICE EA gNp OF PANEL ROR IR:CIOF<SC R6lZl2j1t),b fi;:lltJTF~It:lR Fll<'Af':F PANFI UMlN..ln' GoYPSU1 BOARD CN 24" o.c. SnlD 5PAClNGo NlN.....,,' lIJ.IEN ~TAU.ED eon-\ e,IDEe. NTH. ~'lIJ.IEN mTALLED TO CNE FACE Of' A tUALL lLOOD e.T'RI.lCT1JRAL pJ>NEL 8+-lALL. BE lAW TAeL.E RblZl2Je>.3 IRC/ORfIC PARA Rhe>2.W..4 ATTACl-lH'ENT5: 1 V"",' ecREW9 OR bd NAILe. . 4' o.c. ALL PANEL EDGoEe. AND . " or- IN FIELD IR:CIOf'!fCTAeL.ERhmJIt).3(\) FA5TENEP TO R..0c::lR . ROOF' FRAMING lAW TABLE R602.3(1) ....----------..--------------------------.-----... , ' , ' : : , ' , ' abi E&-' IEl l Q w' :!! EJ" Ice- " . ' :: ___m:_~~----m~ FEVSONS ct..RBfl" AS CF 122206 l~;;~~______________________X--------~ :;;1 ( , L__~ \\ " r.,----" ________co._.._ r---. l~J OR-D 1 ] 51 ] """""'"' C 2€)'-€)' D lb'-€)' PRESCRIPTIVE WALL BRACING MAIN I=L-OOR $1-l5ARWAL-L- FL-AN 5CALE. II"'. 1'-0' (24 X *' ~) 8CALE. 118', )'-It)' (11 " n 5l-lEETJ &CS ,... ~ :z '; ~p ~ , I Desi'med By: Jon Sumpter - International Wood Products I N/A - TYPE OTY. SERIES I - I-JOIST 2 LPnS 1 - . I~JOIST .19 LPns , _ I-JOIST 3 LPns DEPTl-l 9 1/2~ 91/2" 9112" LENGTl-l 2' 27' 31' IN_/A [TYPE HANGER I SERIES I MANUFACTURER I_N/A ITT39.5Simpson I QTY 48 G.l8fd'Not. I. FLOOR.ns1S TO BE .j/~. lPll,j .~.~. o.c.TYP. UN.o. ~ Begin Layout @ 19.2" a.c. ." 1t:U.~(}U~ LU~~"!>!>UMI:.I) \Up ~R ON EXTfRIOR W~LL5 u~ + + + + + + + + + + + J + + "~-~"~+"~+ -~<'>>.T i1 I I I i I 1 I I I I 1 I 1 I 1 ~' I I i -11 ~iIl:f~,i2" i LPI18X)~:~:~i I 1 1'1 II 1 I ! I ~. r'Y"fl I 1 . ,- . " . PONY"""'llBEl.OW' . ' ' . ". -. .' '-*-=F-f-~--F-~--F-*--F-*-~--f-~--~-~--F-*-=F-f-~--F-~' -1- - -j--i T-~! -- -1-1--1 -I--i-I--I-I- i -I-I--j -I i ill IVI i I I I ~I i ill i I. i tpIlf~2L2; I I I ~,;'i~,j2,Jj : @ 19.2" ~.c. @ 19.~" o.~, I I 1 I 1 1 I I I I I I 1.1 . . . . I 1 I J I I 1.1 I. I ,I 1 I. 1 I .~ + + + ~~ + ~~",,~~ + jg)~~ ~~ :t,t!~~'=;- ~~ + ~I + c~ ~I I 1 I ,,,- .~, ~'VP~~I! Tn ~~.- TYP :~,r, ~:;. nO.JE_E _OIST SEe: JoTATL ~:; FO~ .\S, ':L.~': lU'l 111 _.II.~. AdcItlcnu Not. 1. ALWAYS READ PRODUCT BROCHURE BEFORE 1NSTAU.A1ION OF E'M" PRODUCTS. 2. REHR ,TO. tta.f 0iAR1S PRIOR TO DRUING PRODUCT. J. THIS OOCUWDlT IS IN1ENDED SOI.D.Y AS A PLACEMENT P\.AH. IT IS TO BE RE'o1E'MII BY THE ENGINEER or REcam AND WST WEEr HlS/HER APPROVAL PRIa:t TOINSTALLAlJON OF OUR PROOUCT. 4. THIS DOClJl.lENT IS NOT TO BE USED AS." IW'I.ACDIE)lT FOR YOOR ORIGIHAL STRUCTURAL PWlS. . 5. LA YOOT. QUAN'IITY AND lENGTH TO BE \'ERIFIED BY CONlRACTOR. - ......... ~-_. ~ lLI<<JUI-W"",,",,:>UMW ~FARnNFXTFRI<:lRW~lL5U~ I. , ~... -'... -'... CONlR..CTORIAl..MEllTOvERIF'Y ,COlIR05tON PllOT"fCTION FOR I-MNGERS FROMI'IlE5SURE."l1lE~TfOLE06EIlI5IlL /'VITf.REFUT05IMP5ON5"l1l0NG-ITE UTE~TlJRE&fRODUCT9Ul.l.ETlN I "T-l'TWOOOO6. FOR S~RRIERoPn0N5. ~Honger Detail " .' Verify capacity and ~ fastening requirements of Af' r "9m "d """'~" ~, Y. /' --- Be sure to check web filler. requirements for hangers . lit. .' INSURE 1811 CLEAR FOR CRAWL ACCESS, ADJUST LAYOUT AS NEEDED TO A MAX ADJUSTMENT OF 311 OTHERWISE ADD ADDITIONAL I JOIST "-- , . :3al Hanger Detail . Web FilJer HAYDEN HOMES THE WILLOW GARAGE LEFT MAIN FLOOR LPI JOIST LAYOUT FLOOR PLACEMENT PLAN Verify capacity . andfastei1ing requirements of hangersond connectors SeeI.Joist FjJlerSchedute . for.fillerblockondweb filler sizes ~ ~~~ I ta~' ~'di~,..H.L""Ctc'U"~'1IWIl'~ill.\h;i'li" 1jjj$'bl:.::iul'~_l'II1lNuUI/'lUlII1AN~LYlGtlJ.'t-..u:i;I:.o~ ~ , ~Y~~~LA~'~~.~~~~~~~.~~,~~~~m_.~:~..~_~~., lit. o ~ 15 I ~~ ~I ~f2 ~~ I ::lj:>-o..... . OC)CDFO I ~j2ie~o:: ~~~!;;I!'~ : ~5d~? ' (I) Zo>- :s~OJ a..zClLL. ~S!~o ~1:30o:: :::EClg:~O ~.>-= ~ ~'25 ..:(-J(!)(,) -JZLLlZLLI. 0.. OClLLl 0:::: , "I..! e , Iii. :.I!I~iU i~~ ..~I~li! a II,..-!j ;11. ~;~~ '.II~~: ;R'R i.... . i!lu;dS~il J.II8b~~il"lll . ~ t ~~:;! oS g-;-"" :;~3:g~ ;:>~~~ -.I'~-~ !~~g~ I I I t (fl W I- =>3lL. OoW I--,--' .z....Jw w;:G <t: OWO:: >-I<t: ~I-G i!' '" ?'i..'l "" ~ c CI .Q) ........0 ~ ~ ~ .~ ~>.8.~ ~ ~ :ll/::3o:: " :II: " O~<l eJ >- ::I I"l ~1.1Il !E 8 15.~ is ~ .!! zg", ~ N ~ 5!~ ..c ';: 0 0 Q.~ ::J: .... Z z,.,..... i I Ii iN 1 af1 , ;/