The URL can be used to link to this page

Home My WebLink AboutPermit Building 2008-4-14 CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2008-00497 ISSUED: 04/14/2008 APPLIED: 04/10/2008 EXPIRES: 10/14/2008 VALUE: $ 140,770.00 Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line SITE ADDRESS: 5791 PUMICE PL ASSESSOR'S PARCEL NO.: 1802030013400 SPRINGFIETYPE OF WORK: Single Family Residence TYPE OF USE: New PROJECT DESCRIPTION: Single Family Residence - Same as 5792 Obsidian Owner: HA YDEN ENTERPRISES Address: 2622 SW GLACIER PL #110 REDMOND OR 97756 I CONTRACTOR INFORMATION I Contractor Type General Electrical Mechanical License 92208 172366 39237 Contractor HA YDEN ENTERPRISES TOP NOTCH ELECTRIC INC PACIFIC AIR COMFORT INC BUILDING INFORMATION I # of Units: Primary Occupancy Group: Secondary Occupancy Group: Primary Construction Type Secondary Construction Type: # of Bedrooms: # of Stories: 1 Height of Structure 16.00 Type of Heat: Forced Air Gas Water Type: Gas Range Type: Gas Energy Path: Path 1 Sprinkled Building No 1 R-3 U VB 3 I DEVELOPMENT INFORMATION I Frontyard Setback: Side 1 Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: 18.00 5.00 5.00 31.80 0.00 Overlay Dist: # Street Trees Rqd: Paved Drive Rqd: % of Lot Coverage: Subdivision ~ap@liJ: Oregon law requi\rP.IBl:Il IMPROVEMENTS I follow rules d t d b 1$qJ' r Ii Street ImprOY.ements: a op e 'L the O~.9.qn Utility ~ VUlllICclllon Center. Tho~llnd~~si~ forth Stor~ Sewer<AA:@iB.We001-001 ~ through OAR ~~001. Special InJtPa~h.o){l;lu may obtam Copies of the rules by callmg the center. (Note: the telephone Notes: Si6YmijBrcfWbtkeg(Uf~on Utility Notification Center is 1-800-332-2344). Residential Phone Number: 541-228-6935 Expiration Date 07/29/2009 09/29/2008 03/25/2010 Phone 541-228-1081 541-317-1998 541-672-9510 Lot Size: Sq Ft 1st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage/Carport Sq Ft Other: Occupant Load: 5,000 1,234 400 1 Yes 32.70 REQUIRED PARKING Total: 2 Handicapped: Compact: Sidewalk Type: Curbside 7' Curb and Gutter Downspouts/Drains: NOTICE: THIS PERMIT SHAll EXPIRE IF THE WORK AUTHORIZED UNDER THIS PERMIT IS NOT COMMENCED OR IS ABANDONED FOR ANY 180 DAY PERIOD. Pae:e 1 of 4 Status Issued CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2008-00497 ISSUED: 04/14/2008 APPLIED: 04/10/2008 EXPIRES: 10/14/2008 VALUE: $ 140,770.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line I Valuation Description I Dwelline:s Garae:e v Wood Frame Garae:e $ Per Sq Ft or multiplier $105.00 $28.00 Square Footage or Bid Amount 1,234.00 400.00 Value Date Calculated Description Tvpe of Construction Total Value of Project $129,570.00 $11,200.00 $140,770.00 04/10/2008 04/10/2008 ~ Fee Description Amount Paid Date Paid Receipt Number -Mech Iss 2+ Appliances- $40.00 4/14/08 2200800000000000455 + 10% Administrative Fee $142.53 4/14/08 2200800000000000455 + 12% State Surcharge $161.23 4/14/08 2200800000000000455 + 5% Technology Fee $85.93 4/14/08 2200800000000000455 2 Baths One or Two Family $280.00 4/14/08 2200800000000000455 Addressing Assignment $35.00 4/14/08 2200800000000000455 Appliance Vent $7.00 4/14/08 2200800000000000455 Building Permit $769.62 4/14/08 2200800000000000455 Curbcut Permit $85.00 4/14/08 2200800000000000455 Dryer Vent $7.00 4/14/08 2200800000000000455 Exhaust Hoods $10.00 4/14/08 2200800000000000455 Fire SF Fee - Residential $81.70 4/14/08 2200800000000000455 Furnace - up to 100,000 btu $14.00 4/14/08 2200800000000000455 Gas Outlets 1-4 $5.00 4/14/08 2200800000000000455 Plan Review Major - Planning $205.00 4/14/08 2200800000000000455 Plan Review Same As $220.00 4/14/08 2200800000000000455 Residence Wiring 1000 Sq Ft $117.00 4/14/08 2200800000000000455 Residence Wiring Ea Addtl 500 $42.00 4/14/08 2200800000000000455 Sanitary Sewer - Improvement $469.29 4/14/08 2200800000000000455 Sanitary Sewer - Reimbursement $617.17 4/14/08 2200800000000000455 SDC MWMC Administration $10.00 4/14/08 2200800000000000455 SDC MWMC Improvement $990.39 4/14/08 2200800000000000455 SDC MWMC Reimbursement $95.35 4/14/08 2200800000000000455 SDC Sanitary/Storm Admin $117.49 4/14/08 2200800000000000455 SDC Transpo Improvement $862.25 4/14/08 2200800000000000455 SDC Transpo Reimbursement $195.48 4/14/08 2200800000000000455 SDC Transportation Admin $74.07 4/14/08 2200800000000000455 Sidewalk Permit $85.00 4/14/08 2200800000000000455 Storm Drainage Impervious Area $591.35 4/14/08 2200800000000000455 Storm Sewer Each Addtll00' $16.00 4/14/08 2200800000000000455 Temp Power 200 amps or less $55.00 4/14/08 2200800000000000455 Vent Fan $21.00 4/14/08 2200800000000000455 Willamalane Single Family $2,513.00 4/14/08 2200800000000000455 Total Amount Paid $9,020.85 Pae:e 2 of 4 Status Issued CITY OF SPRINGFIELD - Building/Combination Permit PERMIT NO: COM2008-00497 ISSUED: 04/14/2008 APPLIED: 04/10/2008 EXPIRES: 10/14/2008 VALUE: $ 140,770.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Plannine: Review 04/10/2008 I Plan Reviews I 04/10/2008 APP T AJ Survey required because of minimum side setbacks. Public Works Review Structural Review 04/10/2008 04/10/2008 04/10/2008 04/10/2008 APP APP LKW DLM Approved as noted on the plans. Same-as with minor modifications. 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. l..Reouire~nsDections . 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. Vfer 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 floor 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. Drywall: Prior to taping. 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. Vnderfloor Plumbing: Prior to insulation or decking. Vnderfloor Drain: Prior to cover or placement of concrete. Rough Plumbing: Prior to cover and including required testing. Shower Pan. Prior to covering 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. Pae:e 3 of 4 CITY OF SPRINGFIELD - Building/Combination Permit Status Issued PERMIT NO: COM2008-00497 ISSUED: 04/14/2008 APPLIED: 04/10/2008 EXPIRES: 10/14/2008 VALUE: $ 140,770.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line 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. 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 ofany structure without permission of the Community Services Di~ision, 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 times during construction. ~~ U Owner or Contractors Signature Lr'-/Q-c6 Date Pa2e 4 of 4 3 ~PRINGFIELD r"-c'.-..r.~~ LON \ \"47 / ~~ !. to 4\,,,,,-g lNl~~U 1 _fr.!1- '{L~oK,') '\ i<"~>tei';l'>,t~{~r,~ . __':J.....!..:.J... <~}\~-~... f~ f.;?l:~<I> . ~- ~<", l~ DATE . t~.ce> ~" \ (~Jt"{~l\~1l.... ~ -""-V ~l'" ~" ;",'~:,'_,:,::,,~, ~ ~ "t~ SOURCE ~ tf/Itj}Vg :'~.'COMP.1ETE'friill:sCJ:1EDm1tBtL'0'}V<:' ",,:;:<:~~;,:,;:,~?,,'~; , ~,:;1.: l',':.'~c, < ~ 1 f' ilj IJ'll '."1.,'_" ,,~~,..~ ",1.-..< ~' ..ri~'I~~ iJ"~,~11 --'.~, 225 FIFTH STREET. SPRINGFIELD, OR 97477 . PH (541)726-3753 . FA-'\:' (541)726-3689 ELECTRICAL PERMIT APPLICATION C/M4 21J1!J t, - 8-1') 49 7 CIty Job Number 1 'W"11'rl..<r~l'rl~i?ot"P-\!I<""'1J"!\""'qmt1"Y{I5:1i'fZ"m"~'F:r:~ ",,~rl, ~llp , I "I ,( I~,. '11l ~':'t!OeJiFI ON?CilftfJNS;il 't' " ' " '~Tl €)]V:'!"(tt':~ ':,1 :~j \;j , ,", _~, "...,,, fl.!"~ J~~,(l?''''~rl ("_ ,,'f ,I 1.\' (,1'," ,,:;:ll\~\I-.\~,,- t I < .1",',''111,.}"r.~'A-lII}I.,.ltl~',I1lII:!lli'o){,~I~Jr"lik''\..:l~,ljt.(~l,,\ \....l~..!..'^',,"~ ~f', , II f~, , '5'79/ ~Uht/a L!J , LEGAL DESCRIPTION 18{)Z63~O 13<ttfnJ JOB DESCRIPTION 5:r /(IL;J I ;u~ Date t f~'''l' -'",\ 1i,,:~n~~V;.'>-r\;A~flr \L.'J~~';fi,f,,~~~i'jr'i{,1!j-~tI1i,)~Ii;):? .c:~1 ~lf~I,/,~;~;lj,V, s.;r, ~_<<1Y~11 ;;',-Ir,"'~ I \~."'~r!?jJ<, 01( "\f t"~I~?~ (,' ,\1 1::: ! A. '::;~(hY; ),l'~sid'e~tl.ft):~Sjnf?;J,~ ~or:',Iylu,lti:,~lirpPY':'r)~~'d~e~ling U,~j'fu' 'i""'] ~l(.,llll~: '1~'II,ltll"""",L'J~J",,', >", ,\,~" ,'" 1.,..,',.1.' _ I, ,,\.J~~d..Jr ,,~<l, ,,~, ,~ ServIce Included 1000 sq. ft or less Each addltlOnal 500 sq ft or portlOn thereof I 2 $117 00 I! 7 $ 21 00 4- 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 for 180-days.- _ _ _n _____ __ _ - -- --- -- _Feeder_- 2. $55 00 - - 1"'""11 I" -"'''''-"1'-' ~'-".,.,.~'" 'I'I'""I~I"' '\~""" .. ~~'/S"'~t':~:cl;111;~W\16n)(~~r~ '~IJ~ll(J~11'1;~II\ ~~~:\r, 11~~tll';Nl'~t:J' 1 B. ~\ e:r:v'lcesi',orq,',eeuer~r.+.JnsillJ ~lj~lJ!t1'~f.::: ~;<. "," ..:~:. /J \1,lbll;~~~1\1~,~~lh:~:~i,lt~~il", I 'J ~ I; ~ 'Jl~~,~"", ~I;"";t,' ~i~\1::;'1lI"1\'!:;\'( ~ .f..."rt.'\ l~l\lt"r (Ii .;(l~blld al.l f" a Jon:l,r ~~l~ 4 ('1,\;;"1,,, '\!.."l'i\,! I 1'11,1';'\11" ,.,..\.11~~1 r.1'1~1 .. _ .l.....-.J;' .:'tl(~_...:w _............\b~..'\. ~ 1I:l'.Z "l,..,..I\'u...""t ~ Electrical Contractor -r;,jJ)//),f,1, r-/ec 200 Amps or less , 201 Amps to 400 Amps Address ;;20871 Cvef.;I Cf 401 Amps to 600 Amps ( 601 Amps to 1000 Amps - - --City ~ -:F5-en..pl-----PliOne -.Yo/1-3r779'Jeg--------Over lOOO-filllps-Nolts- Reconnect Only EXplfatlOn Date Lfo5-L( S b2&t '7 /72 '3(#(, SupervIsor LIcense Number Constr. Contr Number ExpIratIon Date ~7 SIgnal Te of Sl}pe~jsmg ,Electrician -7~\~~~- Owners Name ./ 6-a~ L Rcc ~~ Address ';l(rJ7'7 c?r-v-u c + CIty I!>~ Phone .')4 ( 1Ljg ~77 OWNER INSTALLATION. -fhelllstallation is bemg mad -0 - perty I own whIch IS not intended for sale s rent A' ~ owners;l~ D ~ << (~~~S, \~ i\; ~ ~r Q: if. r!JJ InspectIon Request: 726-3769 $ 70 00 $ 83 00 $138 00 $180 00 --$4T3- 00-- ~- ------ $ 55 00 I\V,,}h'j'\I~r.r';)wtJ c. 1:~,mem1)o \,fl~~l..: Nr.'1.M...H.'L1 ~ ,,\' It"")" ,,,,, " ~'l'l!jl:'f'l!tl'~'l," ;jJt't~ 1~~~!,1\,&1.~ Installation, AlteratIOn or Relocation .;;c:;: I $ 55 00 $ 76 00 $110 00 200 Amps or less 201 Amps to 400 Amps 401 Amps to 600 Amps Over 600 Amps or 1000 Volts see "B" above D U!~tr}~(%:}~Nll~{II~~fh:l!a\\~lt':~\l:J~1 ' r!I~~141111';,~'fJ~~;I:"I:~ ;:~I~!:\ 1~~111::~' \\1\,:(,1 b: IIIJ I~l t';'l,,".N{ .;'j~\" v {,~!~ '\ 1,.II~r 19"1 ~ I':','" ~~ l!( o,1lln'C }J ~lli"am.~ I~l'j~ \\'~"I"1h~~lr,~1,'1,f~f'\ 1\ d~ r,Jt ~<III~\ :1,11, 'j~,11l't1\4"1 'J'll < ,~<~l\ '1 1)(I~"11't' 1 . ~!!r..j 'i,~ UJ..lI,!,flli _....Ii' M'iIUl~.J"ldli,'d.. !~:.l;tJ"l\(fi'~l~~,!.ilj:JI'~ 1 ~t()~\,,11Ifd!: ,,!:}~l !~ ',~/t!l'r.hJ 1,,:li,l! t~~l\:' 't' ,<,~ 1 ..'f\d I,',' :,r\" I'~, ~ _ ~ ;w.< _~Ii:M. .~~......n"J.al, "'-''''J.1._.......;.Jl_............_..... .'"'....;j...>J....a'~..u..._1 ~ h_;:l1h;':1U;~\!._.l New Alteration or ExtenSIOn Per Panel One Clfcmt Each AddItional CITewt or WIth ServIce or Feeder Perrmt $ 48 00 $ 400 ""'i',,"'~" '''"]I'\''~1,n "'1'1''''''1"''' '''' "'''I' 1 'j" "1 E ~tl "J!\l '~tlj'~~~'I'JJjl,,~jVl \'~~~l,~lt~ 111\l-;~\l!~;11,1 q,,~J,~) \(\,' Ill,ldll.'hl1\ '11'~:~ ..'1\1' A,,,~Ii')':1.~111'~fl :t,ril~:~\~ ~':;;\; :f\: t 't '~r.l,I,~ ll:lll~', I, ~;I 'jr \ . i"iMIS,j;!'i1 ..rf~61!;s:,{~e'i;Vi~el.fee ~);'.rroMnc}tide'd:\AtEach;'lti$tallatioiil JL~UL'~~ mh'~\~~~~:Ll.ddfIU,(f'lUU,I<.lf:dL.i!~~..,F,:niu;u((J: ahn11!:i'ilqt~~~1i;:'lt~~~Uf"1,::{{:!!lt!t\'lJf.l;':;;bl),jj(.jii8li\'..J.r~,\:~l %1Ll.U'\Iil.lIL:J~\',1~l\1!lt~!:E. Pump or irrigatIOn $ 55 00 SignJOutlme Llghtmg $ 55 00 LIDuted Energy/Resldentlal $ 28 00 L1Illited Energy7tommerclaF - $.500(f - -~ - -- - Milllmum Electric Permit lnspection Fee IS $50.00 + Surcharges l:iq;~tlp; ~"i:~~:;JF * 4. ~~~d~M:' JS#Jr..Ull~1~!1.11::;1:hl,l TOTAL .2.,~4- ~ 2 t;".' f> ?-:~ iiL'7() ~7/, 7~ Shared Dnve(T )fBUlldmg FonnsfElectncal Pennlt Application ]-08 doc - 12% State Surcharge 10% AdmmistratlVe Fee 5% Technology Fee Willamalane Park & Recreation District Job. No.iJ>Jf ~-~{J f~ 7 SYSTEM DEVELOPMENT CHARGE WORKSHEET FOR 2008 ~eiJ ~C;S ADDRESS:"J.M. ~ d4ea~ CITY ,R~4t1J STATE:MzIP: LOCATION OF PROPOSED BUIl.DING SITE: Street Address:57j .f _~Um/vr / (, Plat Name: JA5;IltM .AI~ Tax Lot Number: / f!Jt;l.6~6(J l~ NAME: PHONE: ?? S -6' j.r 9"}'?.f'6 1. DEVELOPMENT TYPE (Check appropnate dwelhng(s) Dwelhng type definitions are on the back ) A. Sinole-Familv Detached NO. OF UNITS , X $2,513 per unit = $ 2'51"J B. Sinole-Familv Attached NO. OF UNITS X $2,726 per unit = $ C. Multi-Familv Aoartment NO. OF UNITS X $2,323 per unit = $ D. Sino Ie Room Occuoancv NO. OF UNITS X $1,162 per unit = $ E. Accessorv Dwellino Unit NO. OF UNITS X $1,257 per unit = $ WILLAMALANE SDC $ 2. SDC CREDIT (If applicable) SDC payer must furnish proof of Willamalane Credit approval.) $ 3. TOTAL WILLAMALANE NET SDC ASSESSED p;;;;rohm DevelopmenQservices DepartmV City of Springfield $ '7-$ I"J 4- I~ !Jg Date 5 CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET JOURNAL OR JOB NUMBER COM2008-00497 NAME OR COMPANY Hayden Homes LOCATION 5791 PumIce TAX LOT NUMBER 0 DEVELOPMENT TYPE: Smgle Farmly ResIdence NEW DWELLING UNITS 1 BUILDING SIZE (SF: 1634 LOT SIZE (SF) 1 STORM DRAINAGE DIRECT RUNOFF TO CITY STORM SYSTEM I IMPERVIOUS S F x I COST PER S F CHARGE I 170900 I $0346 = $591 35 RUNOFF ROUTED TO DRYWELL DESIGNED AND CONSTRUCTED TO CITY STANDARDS I IMPERVIOUS SF x COST PER S F x DISCOUNT RATE DISCOUNT I 0 00 $0 346 50% $0 00 5000 r:n ~ Cl o u ~ ~ ~~ >-< d ~ ITEM 1 TOTAL - STORM DRAINAGE SDC 2 SANITARY SEWER - CITY A REIMBURSEMENT COST I NUMBER OF DFU's I 23 $591.35 $591.35 1070 x COST PER DFU $26 83 $617.17 1091 B IMPROVEMENT COST I NUMBER OF DFU's x I 23 COST PER DFU $20 40 =l $469.29 1092 ITEM 2 TOTAL - CITY SANITARY SEWER SDC = , $1,086.46 3 TRANSPORTATION A REIMBURSEMENT COST I ADT TRIP RATE x I NUMBER OF UNITS x I COST PER TRIP x NEW TRIP FACTOR I 957 I 1 I 2043 100 $195.48 1093 B IMPROVEMENT COST I I NUMBER OF UNITS COST PER TRIP x INEWTRIPFACTOR -- - -- - ADT TRIP RATE x x 957 I I 1 $90 10 I 100 $862.25 11094 ITEM 3 TOTAL - TRANSPORTATION SDC =, $1,057.73 ~ I 4 SANITARY SEWER - MWMC A REIMBURSEMENT COST INUMBER OF FEU's x COST PER FEU I 1 $95 35 = , $95.35 1054 B IMPROVEMENT COST NUMBER OF FEU's I x ICOST PER FEU I I I $99039 = $990.39 lOSS MWMC CREDIT IF APPLICABLE (SEE REVERSE) $0.00 1054 MWMC ADMINISTRATIVE FEE $10.00 1056 ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = , $1,095.74 SUBTOTAL (ADD ITEMS 1,2,3, & 4) =l $3,831.28 5 ADMINISTRATIVE FEE I SUBTOTAL x ADM FEE RATE CHARGE I $3,831 28 5% $191 56 TOTAL SANITARY ADMINISTRATION FEE 11749 1079 I TOTAL TRANSPORTATION ADMINISTRATION FEE $7407 11078 I Kaye Wilson 4/1 0/2008 TOTAL SDC CHARGES =l $4,022.84 PREPARED BY DATE DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE NUMBER OF NEW FIXTURES x UNIT EQUIV ALENT ~ DRAINAGE FIXTURE UNITS (NOTE FOR REMODELS, CALCULATE ONLY THE NET ADDITIONAL FIXTURES) NO OF FIXTURES DRAINAGE UNIT FIXTURE FIXTURE TYPE NEW OLD EQUIVALENT UNITS I BATHTUB 2 0 3 = 6 IDRINKING FOUNTAIN 0 0 1 = 0 IFLOOR DRAIN 0 0 3 = 0 I INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC 0 0 3 = 0 I INTERCEPTORS FOR SAND / AUTO WASH / ETC 0 0 6 = 0 ILAUNDRY TUB 0 0 2 = 0 I CLOTHESW ASHER / MOP SINK 1 0 3 = 3 CLOTHESW 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 RECEPTOR FOR COM SINK / DISHWASHER / ETC 1 0 3 = 3 SHOWER, SINGLE STALL 0 0 2 = 0 SHOWER, GANG (NUMBER OF HEADS) 0 0 2 = 0 ISINK COMMERCIAL/RESIDENTIAL KITCHEN 1 0 3 = 3 I SINK. COMMERCIAL BAR 0 0 2 = 0 ISINK WASH BASIN/DOUBLE LAVATORY 0 0 2 = 0 ISINK SINGLE LAVATORY/RESIDENTIAL BAR 2 0 1 = 2 IURINAL, STALL/WALL 0 0 5 = 0 ITOlLET,.PUBLIC INSTALLATION 0 0 6 = 0 ITOILET; PRIVATE INSTALLATION 2 0 3 = 6 MISCELLANEOUS DFU TYPE NUMBER OF EDU'S 20 = 0 TOTAL DRAINAGE FIXTURE UNITS 23 *EDU (EqUIvalent DwellIng Umt) IS a discharge eqUIvalent to a smgle falmIy dwellIng umt (20 DFlJs) set at 167 gallons per day MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE YEAR ANNEXED BEFORE 1979 1979 1980 1981 1982 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 $4 07 $367 $322 $273 $225 $180 $1 59 $145 $125 $109 $092 $072 $048 $028 $009 $005 IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter 1 for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX CREDIT? (Enter 1 for Yes, 2 for No) BASE YEAR 2 2 1979 CREDIT FOR LAND (IF APPLICABLE) VALUE / 1000 CREDIT RATE $0 00 x $5 29 = I $0.00 CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE /1000 CREDIT RATE $0 00 x $5 29 o TOTAL MWMC CREDIT $000 = 225 Fifth Street ... SP.ri3gfield, Oregon 97477 541-726-3759 Phone City of Springfield Official Receipt Development Services Department Public Works Department Job/Journal Number COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 COM2008-00497 Payments: Type of Payment CredltCard cRecelOl1 RECEIPT #: 2200800000000000455 Date: 04/14/2008 Description Plan Review Major - PlannIng Sidewalk PermIt Curbcut Permit Storm DraInage ImpervIous Area Sanitary Sewer - Reimbursement Sanitary Sewer - Improvement SDC Transpo Reimbursement SDC Transpo Improvement SDC MWMC Reimbursement SDC MWMC Improvement SDC MWMC AdmInIstration SDC Sanitary/Storm AdmIn SDC Transportation AdmIn BuildIng Permit AddreSSIng Assignment Wlllamalane SIngle Family 2 Baths One or Two FamIly 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 WIrIng 1000 Sq Ft ResIdence WIrIng Ea Addtl 500 Temp Power 200 amps or less Fire SF Fee - ResidentIal + 5% Technology Fee + 12% State Surcharge + 10% AdmInIstrative Fee Plan Review Same As Paid By TIM DREILING Item Total: Check Number Authorization Received By Batch Number Number How Received ddk' 059107 In Person Payment Total: Page 1 of 1 2:25:25PM Amount Due 205 00 8500 8500 591 35 61717 46929 19548 862 25 9535 99039 10 00 11749 7407 76962 3500 2,513 00 280 00 1600 1400 21 00 700 10 00 700 500 4000 11700 4200 5500 81 70 8593 16123 14253 220 00 $9,020.85 Amount Paid $9,020 85 $9,020.85 4/14/2008 5AflE AS 5712 0 Bsr DII'\tV. 225 FIFTH STREET. SPRINGFIELD, OR 97477 City Job Number Q.,~ w4C\1 ~ . 1 & 2 Family Dwelling~r Accessory o Multi-Family o Commercialllndustrial Job Address .~efl Pu....,l::C_ Lot --2k? Block Project Name Description of Work/location on premises/special conditions [gJ o o PI '.".'0 ,_., '~'c'.'; ._. Date New Construction o o Demolition Other Add inoo! AI tera tio n/Rep I acem e n t Tenant Improvement ._.._--_._.._-.-.~. -- - , .. EJ . ~.9~~.b.~.stoT(:iJ+.E~f?i ~;::.~.~;;::~~t1;~c~~:~;~~~(;.;i:;}}:{J*;.~~~:.~;::~:r.~~~!~~$~~~;t~:~~~::~~r~tl;~:;.~.:' Contractor's Name CCB#, / General ~d,,., I~,... ' , Plumbing _ ~4~'<Y p/,)"-,...;,,,U Mechanical, Par,:Cr J1.'r ,..._?:Xl- Electrical - 7~.A1,,~h':"":,,:: " o :Co1rij;,erCiapiri:4i.i.s;;',iiit17oJ~#~'/ Has site .review application been submitted? DYes 0 No 0 N/A If so, ~ame of Planner Journal Number ~ iXII~siM,;tiql.f7:()j~~t~:i~~;;!\ Heat Source: Primary (", c..' S. Water Heater l'ic,- <- Range Do you require any of the following for this project? Over-width or Second Driveway 0 Yes (81 No Temporary Power rtI Yes 0 No Notice: All contractors & subcontractors are required to be licensed with the Construction Contractors Board of the State of Oregon under provisions 01 O~~ 7~} and ~ay b~ required to be !i'cens.ed in the juri.s?iction ~here work is bein~ performed, LFor Office Use:Only:, .::,,-,',:-:i:;',::':':,,;: ',-iiC':,:>,;"'{-:;:.'<:.'";,:;",!,,?': ',:"-:J":";':;:~';"'\%'/ :,/, .. " ,:t,':,<";;;,,-: 'k ' ,_ I PLAN CHECK FEE I I RCPT# I I DATE I PERMIT APPLICATION Subdivision ~?'... I o Pr;:'pertIJ Owi;~,. ,,(:{,<1;1{ Name /-J -..,.d "n' I-b.-ne So Mailing Address ::/4(.," 5 w hi", (;/<:,- 'pI. City kcl"..,.,,,,-v-A State of(. Zip "I77S~ Phone 54/-..12"'-';''13,,> Fax ,41-CJ.S7?,' Owner Representative Phone Fax o Applicant ..::~:~::f;'~',~>: .:~.:\:J.;'=:3;fs}~1#~~~t'!:t&1~f~~ Name 4,-,r/,,;' 1-:6;.,;:: '.", -, . .,.. ',-, Mailing Addr~ss p, 0 &v V'i<~ City ~:-\e.1O{ State Phone srrI- ..22Qf( -iDQ3S'-Fax Zip 74/ <)$7;). ;'m?i':i~1~ii;:~~~~/iJ~;~~~~~~) - r - , U Address ' . City Contact Person State Zip Phone Fax ~ BUILDING Bldg No. M.....J~ Tax Maprrax Lot Suite No. .... ,:" ,.- .'- <-':- ",; . .,-.'-. ,':L&.:zF.innilyDwelliilg' SQFt J21f4 ~OO X $/SQ Ft Value New Dwelling Area Garage/Carport Area . V?J 11lU Other Structure Area Total Value _~.:i.'.:.0:":"1:;-_",-;,,:p':;'~"!;~}ji: C"," :.>:_"_><.:;' :' ,~: '.:, - : ;:9i;fum~i:GiiiljIili1u[;iri([l/Multi-F(l1nily ',' ' SQ Ft X $/SQ Ft Value Existing Building Area New Building Area Total Value ~~~ti~@f~~~tIj~~~~t~j\'.~;~f:::'i:.\~}};;:::f\~::::~:' Existing New Occupancy Group(s) Const. Type(s) Number of Stories .::,~;.~:~i;::,,: ;~~:~,:'~.;~::~': :~:~.'~:~~;~i~;.{C~~::~,;:::::;~~~:-;':;-t.'-:.~ Expiration Date Phone # . .... " Secondary Energy Path ..-"., J ',\.. I BY I Shared Drivc(T:)fBuildin!; FormslBuildin~ Pennil Application 10-02.doc ;ti:" C - <:e - q~ 1- ~ )kJ~~ r~d.A~:~~~'~ ~~ - BUILDING PERMIT CHECKLIST LoT 9.(~2c r; .4PN " I Lot Size I Zoning I Plan Designation I Metro Plan Designation , I Building Height I Solar Setback Approved Percentage Lot Coverage Willamette Greenway I Hillside Development I UF-IO I Historic I FloodPlain Zone , .1 FloodPlain Panel I Floodway I Wetlands I r ""\' .,., f " ~ T..... r --- __~. _'-- ........._J_.. ~._. _ Ilf , I Tree Fellfug Setbacks f' JJ,.::O ~I.~ (house). 5 J cs- Ws c;- . lPave Driveway I Number of Street Trees Prior Journal Numbers Comments I Plan Check Fee Entered -=- -- --- .\ . ...J I 000Q I I L "DR___ I I --. I I LDt?~ I I It.:.' -/'\r' I. I 'l.""3 s- ____ .K ~_o<-! c...)_ I 400 ? 1.-. +- I ------------ ----.--- - I ~ I ~ I - I I - I I '- I ~ -------------"-" - I I I - , Setbacks (garage) l.;'l )2--:> Of. cPX7 ~ 26t:k. - C615'D4 ~ ~~?~7 ~ 6fib&;"2.. -~ b/l-flc=t " ~_(~~~.~_-\,.,,(A,^~/(~~ luo-.t IV '~~~p~' . .' /1 I I NS -- E W -I I .--' f!AJ\... ~ VZ-e?d/'V1-^'V- 'iA ~ S~?J2-.. ~" I. .,_:,.-. r,. ;;:" " ~ ''',' " . ------" " .. ~5. 56 . _' '~",.,.."lJ,":.J':;,.:"-'-~':,,'-,,.,~ . 'n.__,..,.,' _ L' . S86.J~ 55., = 1 ", " C'" '" 209 5681 SQ. FT. " ca; 0, . -t ~~ 0): , , , t , ~ > ~ 2 ' , " ~ ~i~ i .. ' 5 ... ~ " 781 Y)l "t, J #x 10' SEE Of ON p~ ............ ........... & Y'i """"- C2: , ,j _=r~'D. , .1...., f: DEVELOPMENT SERVICES DEPARTMENT .. Date: .~ Ie: 1~C6 %~-~ ')f,' Re: Address: C):::;q I fUm..:e-e .; Building Pel1nit Number COM200 ~ - GO 4q =r- 225 FIFTH STREET SPRINGFIELD, OR 97477 (541) 726-3753 FAX (541) 726-3689 www:ci.springfield.or.us The location of the structures as shown on the plot plan of your proposed project appears to meet the minimum residential setback requirements of the Springfield Development Code (SDC 16.050). 'I'\A.A-~'v---- go'/,,"-<.. ~"" /l, , There is little or no room for error in the placement of the proposed structures on the lot, therefore, the property will need to be sur--:eye4 by a licensed surveyor to verifY the location of the property lines in relation to the proposed siting ofthe project. A copy of this survey will need to be submitted to the Community S<:lrvices Division, Building Safety Section or to the Building Inspector at the time of your site inspection. AJI property and structure pins shaJI remain on the property for verification by the Building Inspector at the time of the footing inspection. 'Should you have any questions regarding the above, feel free to contact me at 736-1003. Sincerely, -to<- Tara Jones Planner Development Services Planning Division CITY OF SPRINGFIELD Development Services Department Building Safety Division Residential Plan Review JOB ADDRESS'::> 1'1 I ftlt(lcC I!CITY JOB#: CJpt.2tJl:Jg,-CJo 197 OWNER: t/7fr./) N kC:T PHONE: ?? ~ ~ r; 5Xf". CONTRACTOR: " (JtO';tJClt- PHONE: ot .'- Items listed below (if any) and those marked in red directly on the approved permit docwnents are incorporated into this project in addition to any requirements appearing on the construction plans and the City standard docwnent entitled "Single Family and Duplex Construction Most Commonly Missed Items". A cprresponding nwnber 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, unless noted otherwise). A copy of , this code may be obtained from the Building Tech Bookstore, 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: ~,JJf#Jl~ PHONE: 7}./o-,? G23 4//c;h13 Review completed on ,. DEVEI.OPMENT SERVICES 221:> FIFrH STREET SPRINGFIELD, OR 97477 :r=~ Single Family and Duplex Construction Most Commonly Missed Items ...,.... ~"':J;""II'1JI~. .~. r.';J,....' .' This sheet is attached for your convenience. Included are many often missed requirements of the Oregon building codes. Springfield inspection staff will check for these items as well as all other requirements of the codes. There may be additional items marked in red on the approved plans that must be completed before calling for the corresponding inspection. When strucmral engineering accompanies plans, the ownerlbuilder must compiete any additional requirements. Complete requirements of the code can be found in the 1998 State of Oregon Edition of the International One and Two-Family Dwelling Code. [The number in square brackets is the code reference. J ' Inspection Request Line: 726-3769 Springfield Building Divisions: 726-3753 BUILDING PLANNING ' I. Provide ventilation in every habitable room: by means of operable exterior openings equal to at least 5% of the floor area of the room. Exception: Provide a mechanical ventilation system capabie of producing 0.35 air changes per hour in the room. [303.1] 2. Bathrooms shall have exterior glazed openings of not less than 3 sq ft., half of which must be able to open, or a venting system capable of five air changes per hour. Vent to outside. [303.3]. , , 3. Habitable rooms shall have a ceiling height of not less than 7' for at least 50% of their required floor area. [305.1] 4. Provide a 21" deep clear space in front of all water closets. [307.2] 5. Provide iaminated, tempered, or heat-strengthened glass for all glazing located in door assemblies, railings, tub and shower enclosures, or within a 24" arc of a door. Exception: Glazing in tub and shower enclosures and near doors need not be tempered if located at least 60" above the adjacent floor or drain inlet. [308.4] 6. Openings between the garage and residence shall be equipped with either solid wood doors not less than I 3/8" in thickness or 20- minute fire-rated doors. [309.1] , 7. The garage shall be completely separated from the residence and its attic area by means of y," gypsum board or equivalent applied to the garage side. [309.2] , 8. Garage and carport floors shall be sloped to' drain liquid toward a drain or the main vehicle entry door. [309.3] 9. Provide operable egress windows in each bedroom with a minimum net clear opening of 5.7 sq. ft. (Min. 5 sq. ft. when sill is located within 44" of adjacent exterior grade.) Minimum net open height: 22"; Minimum net open width: 20"; Maximwn sill height: 44". [310.1.1] , 10. Enclosed accessible space under stairs shall' have walls and soffits protected on the enclosed side with y," gypsum board or equivalent. [314.8] II. Minimum hallway width 36" fmish wall to finish wall. [314.1] 12. A minimum 3' x 3' landing is required on each side of an egress door, maximum 1-1/2" below the top ofthe threshold. [312] Exceptions: 1. At the top of a flight of stairs, provided the door does not swing o~er the stairs. 2. At required exit door, shall not be more than 8" below the top of threshold when the door swings in.[312] 13. Min. stairway headroom 6'- 8"; Min. Riser 4"; Max. Riser: 8"; Min. Tread: 9"; Min. clear width above handrail: 36". [314] 14. Provide means to illuminate both interior and exterior stairways and landings. [303.4] 15. Provide a continuous handrail on at least one side of stairways of more than three risers, I 1/4"- 2-5/8" cross-sectional dimension with a gripping surface and no sharp corners, 30" to 38" above the nosing of the tre'ad, with a minimum 1-112" clearance to the wall. [315.1 & 315.2] 16. Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guardrails not less than 34" in height measured vertically from the nosing of the treads. Intermediate rails shall be spaced so that they do not allow passage ofan object 5" or more in diameter. [315.3,315.4] , 17. Porches, balconies, or raised floor surfaces located more than 30" above the floor or grade below shall have guardrails, minimum 36" in height, with intermediate rails which ,do not allow passage of an object 4" or more in diameter. [315.3, 315.4] 18. Required exit door shall be a side.hinged door and not less than 3' in width and 6'8" in heighl.[311.3] , 19. Provide 5/8" Type 'X' gypswn board, or equivalent one hour assembly, each side of duplex party wall, and extend to roof sheathing.[320.1] , 20. All habitable rooms and area shall be provided with a permanent approved heat source capable of maintaining a temp. of 68 degrees F. at a point 3' above the floor.[303.6] FOUNDA TION/GRADING 21. Gravel or other structural fill deeper than 4" which is placed to support foundations must be inspected during placement and the compaction by an approved special inspector. Provide copies of special inspection reports to the City inspector. 22. Concrete shall be 5-7% air entrained with a minimum compressive strength of: a) 2500 psi for basement walls and foundations not exposed to weather and for basement slabs and interior slabs on grade (except garage slabs); b)3000 psi for basement, foundation and exterior walls and other vertical work exposed to weather; c) 3000 psi for carport and garage floor slabs and for porches and steps exposed to weather. [402.2 and Table 402.2] 23. Minimum footing sizes shall be as follows: [Table 403.1.1] Supporting I floor and a roof: 12" wide', 6" thick, 6" thick stem wall 2 floors and a roof: IS" wide', 7" thick, 8" thick stem wall 3 floors and a roof: 18" wide', 8" thick, 10" thick stem wall 'When load bearing capacity of soH is 1000psf, IS" wide footing is required for I story, 23" for 2 story, 27" for 3 story 24. Footings shall be minimum 12" below grade. [403.J] Stem walls shall extend at least 6" above finished grade. [403.1.3] 25. Ground under building shall be sloped to a low point, and an underfloor drain installed to provide positive drainage from under the building. The grade in the underfloor space shall be as high as the outside finished grade, unless an approved drainage system is provided.[409.4] Groundwater collected or drained from under or around the buildings shall be piped to an approved disposal site. Subsoil drains which cannot remove groundwater by gravity shall have an approved ejector.[3806.2] 26. The sill plate or floor system shall be anchored to the foundation with minimum y,", diameter bolts, embedded at least 7" into concrete or masonry, spaced at 6'.0" on center maximum with at least two bolts per"plate and one bolt within 12ft of end a or comers. [403.1.5] 27. Foundation drainage shall be provided around foundations enclosing habitable or usable space below grade. [405.1] 28. Columns and posts shall be anchored to prevent lateral displacement. Exception: Columns less than 4' in height, bearing on a pier or footing within a crawl space that is enclosed by a continuous foundation wall need not be restrained at the bottom end. [408.3] 29. Provide 12" clearance to grade from underside of girders and beams and] 8" clearance to grade from underside of joists or provide pressure treated wood. [322.1] , 30. Provide 3" min. bearing for girders entering masonry or concrete, with \1," air space on tops, sides and ends. [502.4, 322.1] 31. PrOVide access to all underfloor areas: 18" x 24" minimum, [409.2] 32. Provide underfloor ventilation equal to I square foot for every ISO feet, One vent is required within 3' of each corner. Vents shall have con-oslon-reslst""t wire mesh or equtnlent with the 1e.st dimension being 1/8", Underlloor ventll.tlon may be reduced to 111500 of the crawl space area where 6 mil. black polyethylene sheeting or other approved ground cover is installed" [409.1 J 33. Provide 6 mil. black polyethylene ground cover, lapped 12" at joints and extending 12" up foundation walls, in all crawl spaces where underfloor insulation is installed. [C401.9.2] 34. Provide 55# rolled roofmg or 6 mil. black polyethylene over 4" clean sand, gravel, or crushed rock beneath all concrete floor slabs. [505.2.3,C401.9.2] 35, The grade away from foundation walls shall fall a minimum of 6" within lhe fJrst 10'. Exception: Drains or other approved means shall be provided to ens1l!"'!J'ositive drainage. [401.3] 36. Slopes for pennanent cuts or fills shall not be steeper than 2 units horizontal to 1 unit vertical. Exception: Steeper slopes may be permitted when a soils investigation report containing data to justify such slopes is approved by the City. [401.6] . 37. Sealing required be\Ween wall and floor, between floor and foundation to prevent air leakage into building envelope.[C401.8.2] ~. ~LLS.& ROOFS 38, Gypsum board used as shower and bathtub ceramic tile backing shall be water-resistant. All cut or ;~'posdd edges, including :hose It walllnterllectlonl, shall be Bealed as recommended by the manufacturer. [702.4.2] 39. Masonry veneer anchors may support 22/3 square feet of veneer, maximum, and shall attach to continuous #9 wlre.[703.7] 40. Flash all exterior doors, windows and horizontal wood trim. [703.8] 41, Provide breclng at all gable end walls exceeding 14 reet In length. [See standard City or Springfield detail. for approved bra, lng . methods.] 42. Nails and staples must not be consistently over driven beyond flush with the sheathing surface.[Table602.~(1)and (2)] 43. Shear wall nailing or 'stapling must remain exposed for inspection approval. [I 13.1-1 13.4] 44. Truss Engineering must be on job site at fraining inspection, for all type trusses used. [502.10; 802.11] 45, Trusses shall not bear on partition walls unless so designed. [301.1] 46, Enclosed attics and rafter spaces shall be provided with cross ventilation. Net ventilating area shall be not less than 1/150 of :he attic area. Exception: Net ventilating area may be reduced to 1/300 when at least 50% and not more than 80% of the ventilat lrs are located at least 3' above the eave or cornice vents or when an approved vapor barrier is installed on the wann side of the insu ation, Provide a I" minimum air space above'insulation and baffle at eave or soffit vents. [806, E401.2.1] 47. A readily accessible attic access framed opening not less than 22" x 30" shall be provided to any attic area having a clear hei, ht of over 30". [807.1]' , . 48. Roof coverings shall comply with the gimeral requirements of Chapter 8 and the specific requirements of each section based Jpon type of material: a) asphalt shingles [903]; b) slate shingles [904]; c) metal [905]; d) tile, clay or concrete shingles [90 i]' e) built-up roofing [907]; f) wood shingles [908]; g) wood shakes [909]. ' 49, Roofstorm drains shall be provided to collect and discharge storm drainage to an approved drainage system.[801.3] One 3" Ilpe ;;; graded 1/4" per foot can accommodateiup to 2,320 square feet of surface area.[Table 3811.2) 50. End walls to be step flashed or to manufacturers specs.[903.3] MECHANICAL & PLUMBING 51. Heating and cooling appliances located in a garage or other area where they may be subject to damage shall be suitably guar< ed against such damage. (Protection is typically provided by concrete filled pipe bollards.) [1307.3, 3310.3] 52. Appliances which generate a glow, sparkor flame capable of igniting flammable vapors and are located in the garage shall b,: ,installed with the burners, burner ignition devices or heating elements and switches minimum 18" above the floor level. [1307.3, 3310.1] , " 53. Fuel burning warm air furnaces and water heaters shall not be installed in a room designed to be used as a storage closet. FUlinaces or water heaters located in a bedroom or liathroom shall be installed in a sealed enclosure such that combustion air will not be taken' from the living space. Direct vent units:aie not required to be installed within an ,mclosure. [1402.1,3309] 54. Combustion air must be provided for all fuel burning appliances except direct vent units. [2001.1 to 2001.5] 55. Provide, access to attic furnace (22" x 30") or underfloor furnace (30" x 30"). Provide a permanent electric outlet located nea' the furnace and lighting fixture controlled by.a switch at the passageway opening. [1401.6-1401.7] 56. The maximum amount of water used by, new plumbing fixtures: a) toilets: 1.6 gaL per flush; b) shower heads: 2.5 GPM; c) i' terior faucets: 2.5 aPM [3202] " - : 57. Showers and tub-shower combinations shall be equipped with control valves ofth,e pressure balance, the thermostatic mixingl or the combination pressure balance/thermostatic mixing valve type with maximum mixed water setting of 120 degrees F. [3215] i 58. Minimum shower compartment: 1,024 sq;inches; shall also be capable of encompassing 30" circle.[3210.3) Threshold shall ~e of sufficient width to accommodate a minimum 22" door.[32I 0.2] , 59. Equipment used for heating water shall be, protected by combination pressure and:temperature relief valves. [3408.3) 60. Water heaters shall be anchored to resist horizontal movement. (i.e. earthquake strapping) [3310.5] 61. Storm water drains located within 5' ofa:building may be Schedule 40 ABS or S.chedule 40 pve, ePE, installed per installat on standard lA. [3501.1.2] ': 62. Clothes dryer ducts shall terminate outside the building. Max length is 25', reduce 2.5' for each 45deg. elbow.[1801.3] 63, Trenches dug parallel to the building foundation and deeper than the footing mus! be at least 45 degrees from bottom outside edge offooting to the bottom inside edge of trench.[31!3.3, illustration pg.294] :::: ELECTRICAL 64. RESIDENTIAL ELECTRICAL PLANS ARE NOT REVIEWED PRIOR TO PERMIT ISSUANCE. All electrical work sha I comply with current codes and will be field-inspected for compliance, Building:permits may be issued without electrical pen oits. Electrical contractor must confirm an electrical pennit has been obtained before ,starting work. 65. Provide grounding electrode at electrical service, consisting of (or connected to).a minimum 20' length ofy,"diameter steel reinforcement in footings. [4108.1.2] ',' .,' 66, GFCI protection required for receptacles in outdoor locations, garages, unfmished basements, bathrooms, where serving cou~ter- top surfaces in kitchens, and when within 6' of wet-bar sinks. [4402] , .. 67, Provide an approved smoke detector in each sleeping room, outside of each separate sleeping area, and on each additional sto y of the dwelling. All detectors shall be interconnected and shall provide an alarm audible in all sleeping areas. Smoke detectors 1 hall be located minimum 3' upstream of air ducts. [316.1] .' 68, All smoke detectors shall receive their primary source of power from the permanent built-in wiring, with battery back-up in c 'se power is interrupted. Exception for remodels: hardwiring and interconnection is required only if other remodeling considera ions require removal of the appropriate wall and ceiling coverings to facilitate wiring. [316.1, 1,316.2] 69. Required smoke alarms shall not be located within kitchens or garagesl or in other, spaces where temperatures can fall below ~ 0 degrees F. Ionization smoke alarms shall not be located closer than 3 feet horizontally from: a door to a kitchen or full bath; '>r supply registers of a forced air heating or cooling system, Smoke alarms within 20' of a cooking appliance shall be a photoele otric- type smoke alarm or the alarm shall have an approved silencing means.[316.I] ':: 70, Recessed light fixtures installed in cavities intended to be insulated shall be laheled as suitable for being installed in direct CO] Itact with insulation (IC rated). [4503.5] , 71. Electrical outlets and approved wall fixtures in the fire separation wall shall not be located back to back. Use metal boxes no larger than 16 sq. inches placed in separate stud spaces for the 2 dwelling units.[320.2] :: ENERGY CONSERVATION . 72. Provide approved vapor barrier installed on the warm sid'e (in winter) of insulation at all unventilated exterior walls, floors, and ceilings enclosing conditioned space. [C401.9,1]: J 73. PATH I insulation requirements: (Section C401 for alternative insulation paths.r: Exterior Walls: R-21, Basement Walls: R-15, Underfloor: R-25, Slab Floor Edges: R-15, Flat Ceilings: R-38, Vaulted Ceilin ,s: R- 30 (max. 50% of floor area), Main Entry Door (max. 24sl): U=0.54, Other Exterior Do?rs: U=0.20, Windows: U=0.40, Skyl ghts (max. 2% of floor area): U=0.50, Forced Air Ducts: R-8. [Table C401.l(1)] ',' j 74. Alterations within an existing building envelope may use the minimum component insulation requirements: Exterior Walls: R-15, Basement Walls: R-15, Underfloor: R-21, Slab Floor Edges: R.IO, Flat Ceilings: R-38, Vaulted Ceilin s: R- 21 Exterior Doors: U=0.54. Win<!9ws & Skvlights: U=0,65. Forced Air Ducts: R-8, rCI 01,2.3. Tahle C401.1 b Footnote Cl I !;ji',';~~~k"~~~~~{:;:~;!:;!!:i'i:~::l:[i~i~ii;l~~~j~~i\:~~,&r~~~~~~~;;;~I~~~~r"" 'j~!1;jt'S" ---:' ~!:iii~1i[I~!~~:!(1!\" '".,. "c,,,..,,,,~jiliBlj@'S~:~!1~!;t~;~~~PP~<ly~~;pI~~.~\~~\~ij~g~lI!:j~,,";\:; ,,;,We it)'. ." 3':i','Alfipetfi!iiSi,expire! 0;rtlaYS1a:fterissu~rice' ifrio' inspectioris,have-;oeeii!9al!edfo~i6r;~~:ilf t e, pi1iject. ;A!W;?:j~:~~'~~;~l~:~~~~;~f~~~~'?i:i'~:W~i~~~::g~:t,~~.S~m~:~~~~~!j~~~l~{,~:t~;~!~ "'i~?,~.,p~i >r'to', . .{ t . ..,.-- .. ~" en N 1311 I- M o ",' ...., ~ c5 " NOTE: Composition Roof Pitch: TC: 6112 Overhang: ] 2" ~ Vaulted Area ~ Pitch:3112 C ( DLayoutAPproved o L!I}"ouiApprovedasNoled D TrussEngineeringAppro,-ed D TrussEn.i(ineeringApproved As Nolen D NUIApproYed:Resubrnil 40'0"0 C3F iF I II I' 5 )' II / :1 ., , ~Iru~~_, ~'8"81 " 1:> 1:> N I i -T , I i II II "A"'~'('~_" "~",;,~",",'.- ~-=''''"----c5 =- ~ I I I I /~ / N rn " I KI~'----(7' ~~ !j I-I' ~n I r I[ Ii I I R1Tr::I~ Signature DATE: I- m :..:..\ (9 20'0"0 8;: --: / " 1:> 1:> M " " 1:> " / " A1T~J=1 4'8"0 14'10"0 I 10'6"0 I . 'APProVal of Shop Drawings jans the Configuration, bearing locations and deSIgn criteria have been reviewed and approved: As Contractor you must verity and approve all dimensions and truss counts on the Layout. Trusses will De manufactured as approved. I Jj' 29336 Ai"",rt R<>.d I BUILDER, Hayden Homes Eugene, OR 97402 IJOBADDRESS' J b .-::= - , . 0 Address V (541)68S-8671 theTRIJSSeo. inerD" Crescent 2. Garage Left I....UIC9' REVJSION# DATE WWW.THETRUSSco.COM;~NTSI~..11I9/07r........n.bfl...ONO" 00000 Job Truss 'ITrusSTYP8 . . GABLE I ~~ I Ply I Hayden(Crescent2)-bf 1 Job Refe~ence (ootion;:!!) 6.300 s Apr 19 2006 tv1iTek Industries, Inc. Tue Jun 05 15:03:32 2007 Page 1 CRESCENT2 AnGE r The Truss Co., Eugene, OR 97402 I -1.0-0 1-0-0 5-1-8 5-1-8 9'S"P 0-5-7 9-9-1 4-2.2 ';O'2'~ 0-5-7 15-4-0 5-1-8 16-4-0 I 1-0-0 Scale.. 1 :28.~ 4x8= 6xe::: 3x4= ~X4 ::: IX1 IX1 6.00fi2 ~ ::J ,'1 ,{] 'u Iu c , ;T: ;T; :T ;T ;T: 0 c 0 T .. 3- B ~ 'D 'e '~ '~ '0' 0 0 tt G I, ~ 3x5~ 6xe= 5-1-8 5-1-8 9'S"r 0-5.7 9.9.1 4-2-2 '10'2'~ 0-5-7 15-4-0 5-1-8 Plale Offsets IXY): 'fB:0-2-10.0-1-81. fD:O-1-R.O-1-0l. ID:0-4.0.0-1 c151. fE:O-4-0.0-Z-31. rF:O-2-1~ael LOADING (psi) TelL 25.0 TCDL 8.0 BeLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rap Stress Iner NO Code. JRC2003fTPl2002 CSI Te 0.37 Be 0.35 WB 0.00. (Matrix) DEFL Vert(LL) Vert(TLI Horz("TL) in (loc) -0..0.2 F;-H -0..0.5 F-H 0..0.2 F IIdefl >999 >999 nja Ud 3S0 240 nja PLATES GRIP MT2o. 185/148 Weight: 70. Ib LUMBER TOP CHORD 2 X 4'HF No.2 BOT CHORD 2 X 4HF No.2 OTHERS 2 X 4HF/SPF Stud/STD BRACING top CHORD BOT CHORD Structural wood sheathing directly applied or 6-0.-0. oc purlins, except 2-0.-0. oc purlins (6-0.-0. max.): D-E, Rigid ceiling directly applied or 10.-0..0. oc bracing. REACTIONS (Ib/size) 8=553/10-6-0, F=6o.6/o.-5-B, M=B6/10-6-o., L=-13/1o.-6-o., K=23/1 0.-6-0., J=34/1o.-6-o.,'I=-45/1 0-6-0., H=112/1o.-6-o. Max UpliftB=-279(load case 3), F=-294(load case 3), M=-11 (load case 3), L=-29(load case 4), 1=-64(load case 5) Max Grav B=553(load case 1), F=6o.6(load case 1),M= 11 8(load case4), l=32(load case 5), K=44(load case 2). J= 72(load case 2), H=2o.7(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=D/28, B-C=-851/387, C-D=-724/396, D-E=-7D1/39o., E.F=-845/386, F-G=o./29 BOT CHORD B-M=-253/7o.1, l-M=-253/7o.1, K-L=-253I7o.1, J-K=-253/7D1, I-J=-253I7D1, H-I:-253I7o.1, F-H=-253/701 NOTES 1) Unbalanced roollive loads have been considered for this design. 2) Wind; ASCE 7-0.2; 1 Do.mph; h=25ft; T,CDL=4.Bpsf; 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 face), see MiTek MStandard Gable End Detail" 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0. psf bollom chord live load nonconcurrent with any other live loads. 6) All plates are 2x4.MT2D unless otherwise indicated. 7) This truss requires plate inspeclion per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Gable studs spaced at 1-4-0. oc. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2791b uplift at joint B, 294 Ib uplift at jOint F, 11 Ib uplift at joint M, 291b uplift at joint Land 64 Ib uplift at joint J. 10) This truss is designed in accordance with the 20.0.3 International Residential Code sections A5o.2.11.1 and R8D2.1 0..2 and referenced standard ANSlfTPI1. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1o.d nails. 12) This truss is designed for a creep factor of 1.25, which is used to calculate Ihe tolal load deflection. The building designer shall verily that this parameter fits with the intended use of this component. LOAD CASE(S) Standard Job Truss' ITrusS1YP8 KINGPOST I~ty [PlY 1jHayoen\l;rescent2J-bf '- Job Reference (oolional) 6.3qO s Apr 19 2006 MiTek"lndustries,lnc. Tue Jun 0515:03:32 2007 Page 1 CRESCENT2 A2 The Truss Co., Eugene,OR 97402 -1-0-0 1-0-0 7-8-0 7-8-0 15-4-0 7,8-0 J 16-4-0 J 1-0-0 Scale = 1:27.E 5x7::: , c 6.00f12 o ~ N1 B .. 4x6-;;- D n E !~ '" ~ ~ G 2x4'1I 4x6~ 1 "/ ~' 7-8,0 7-8-0 Plale Offsets (X.YI: .18:0-3-14.0-1-121. ro:O-3~14.0-H21 10-6-0 2-10-0 15-4-0 4-10-0 I LOADING (psI) TelL 25.0 TCDL 8.0 Bell 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lu.mber Increase 1 .15 Rep Stress Incr YES Code IRC2003fTPI2002 CSI Te 0.61 Be ;0.50 we 0.12 (Matrix) DEFl Vert[LL) Verl(TL) H.o~z(TL) in (Ioc) -0.09 B-G -0.20 B-G 0.02 D I/defl >999 >593 nfa Ud 360 240 nfa PLA lES GRIP MT20 185/148 Weight: 45 Ib LUMBER TOP CHORD 2 X 4'HF NO.2 80T 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 5-6-9 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. ! REACTIONS (Ib/size) 8=641/0-5-8,0:604/0-5-8, F:t07/0-5-8 Max UpliftB'=-257(load case 3), D",-253{load case 3), F=-13(load case 3) Max Grav B=641 (load case 1), D=6D4(1oad case 1), F=140{Joad case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=O/29, B-C=-7821259, C-D=-785/259, O-E=O/29 BOT CHORD B-G=~104/605, F-G=-104/605, D'F=-104/605 WEBS C-G=0/209 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 verticallefl 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 Melhod when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint S, 253 Ib uplift at joint D'andt3IbupliflaljointF. . 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.1 f.1 and RB02. to.2 and referenced standard ANSI/TPI1. 7) This truss is designed for a creep factor of 1.25, which is used to calculate. the total load deflection. The:.buil?ing designer shall verify thalthi.s parameter fits with the intendeq use of this component. LOAD CASE(S) Standard Jab Truss IT"," Type, I~'y [ , I Hayaen(Gre=nt2)-bt HOWE 1 Jnh Rp.ference .IopJional) 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Jun 0515:03:33 2007 Page 1 CRESCENT2 A3GR The Truss Co., Eugene, OR 9740~ 5-0-12 5-0-12 7-8-0 2-7-4 dO-3-4 2-7-4 15-4-0 5-0-12 Scale ~ 1:24.~ 4:>:4;::0 c 6x8-::- j~ ~ o , , .. E l mt- n~tt THD26 ~ G 8:>:10= 4x811 4xl0~ THD26 10-3-4 '9-1-0 15+0 2-7-4 0-2,12 4-10-0 DEFL in (Ioc) I/defl Ud PLATES GRIP Vert(LL) ,0,08 A-H >999 360 MT20 1851148 Vert(TL) -0.15 A,H >827 '240 Hor?(TL) 0.02 F nla nla THD26 THD26 THD26 4:>:10-:::- H 4:>:811 5-0-12 5~O-12 Plate Offsets (X,Y): A:O-3-9.Q-2-0t rE:O~3-9_0-2-0l 7,8'0 2-7-4 LOADING (pst) TelL 25.0 TCDL 8,0 BelL 0.0 BCDL 7.0 SPACING 2-0~O Plates Increase 1.15 Lumber Increase 1:15 Rep Sfress Iner NO Code IRC2003fTPI2002 CSI Te 0.51 Be 0.56 WB 0.98 (Matrix) Weight: 88 Ib LUMBER TOP CHORD 2 X'4;HF NO.2 BOT CHORD 2 X 8 LSL Truss Grade WEBS 2 X 4 HF NO.2 "Except. W3 2 X 4 HF Stud, W1 2 X 4 HF/SPF Stud/STD, W3 2 X 4 HF Stud BRACING TOP CHORD 80T CHORD Structural wood sheathing directly applied or 2.7-10 oc purl ins. Rigid ceiling directly applied or 6-0-0 DC bracing. REACTIONS (lb/size) A=3081/0-S-8, E",-394/0-S-8, F",4427/0-S-8 Max Uplif1A=-98S(IOad case 3), E",-S02(load,case 4), F=-1434(load case 3) Max GravA=3081(1oad case ,1), E=13S(load case 3), F=4427(Joad case 1) FORCES (Jb) - Maximum Compression/Maximum Tension TOP CHORD A.B=-3639/1164, 8-C=-1372/487, C-D=-137S/488, D-E=-314/tOOl BOT CHORD A-H=-980/3210, G-H=-980/3210, F-G=-8S9/327, E-F=~8S9/327 WEBS B.H=-797/2606, C-G=-378/1097, O-F"'-3150/1062, B-G=-2766/944, D-G=~839/2760 NOTES 1) Unbalanced roof liveloads'have been considered for this design. 2) Wind: ASCE 7-02; 1 OOmph; h=2Sft; TCDL=4.8psf; BCDL=4.2psf; Category II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed; end vertical'eH and right exposed;. lumber DOl=1.33 plate grip DOL=1.33, , 3) This truss has been designed lor a 10.0 psi bottom chord live load nonconcurrent wilh any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quaJityassurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable 01 withstanding 985 Ib uplift at joint A, 502 Ib uplift at joint E and 14341b uplift at joint F.' . 6) This truss is designed in accordance with the 2003 International Residential Code sections RS02.11.1 al1dR802.10.2 and referenced standard ANSlrrPI1. . 7) Use USP THD26 (liVith 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max.startingat 2-0-0 from the Jeft end to to-O-O to connect truss(es) c2 (1 ply 2 X 4 HFSPF) to front face of bollom 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 thisparameler fits with the intended USe of this component. 10) In the lOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular; Lumber Increase= 1.15,.Plate ,lncrease= 1.15 Unilorm Loads (pll) Vert: A,F='604(8=-590). E,F=-14. A-C=-66, C,E=,66 Job Truss I Truss J ype GABLE CRESCENT2 B1JGE The Truss Co., Eugene, OR 97402 ;,'-0-01 1-0-0 7-5-7 7-5-7 7-:'0-15 0-5-8 5x9::: . , G/'1 F 1..../ J E//'-- #q" y[) " I~ rl u U U L 6.00 r;2 B '3xS_ 7,5-7 7,5-7 ~te Offsets IX,Y); ,rG:Q-4-B,Q-'-6J. fJ:Q-4-B.O-1-61 I ~~ I ~IY I Hayden(Crescent2)-bf . 1 .Job ~eference JopJiona:l) 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Jun 05 15:03:34 2007 Page 1 12-1"1 4-2-2 '~-~19 0-5~8 20-0-0 7-5-7 121-0-0~ 1-0-0 Scale=< 1:36.1 5x9::: .1 rs:M 'iX1 n ,~ '0 :1j n 1 ~ 1 ::""""-1 J :~ 1( ,,'(' oJ 3x5_ K < , o ,] , " ,r u p (t' 0' r u " u 12-6-9 5-1-2 20.0-0 7,5,7 PLATES GRIP MT20 185/148 LOADING (psf) TeLL 25.0 TCDL 8.0 BelL 0.0 8CDL 7,0 SPACING 2'0-0 Plates Increase 1.15 Lumber Increase 1.15 Rap Stress Incr YES Code IRC2003ITPl2002 CSI Te 0.08 Be 0.04 WB 0.05 (Matrix) LUMBER TOP CHORD 2 X 4HF No.2 BOT CHORD 2 X 4HF NO.2 OTHERS 2 X 4 HF/SPF Stud/STD OEFL Vert(LL) Vert(TL) Horz(TL) in (Ioc) -0.00 0 0,00 0 0.00 0 I/detl nJ< nlr nfa Ud '80 80 nfa Weight 89 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except 2'0~0 oc purlins (10-0-0 max.): G-J. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-~.0 oc~bracing: W-X,V-W,U-V. REACTIONS (lb/size) B:::175/20-0-0, 0:::175/20-0-0, AS:::189/20-0-0, AA:::75/20-0.0, Z:::115/20'O-0, Y=75/20-0-0, X=110/20-0-0, W:::128/20-0-0, V:::128/20-0-0, U=110/20-0-0 , T::: 75/20-0-0, S::: 115/20-0-0, R= 75/20-0-0, 0= 189/20-0-0 Max UpliftB:::-93(load case 3), 0=-93(load case 3), AB=-65(load case 3), AA:::c41 (foad case 3}, Z=-51(foad case 3), Y:::-17(load case 3), W,,-35(/oad case 3}, V=-35(load case 3), T :::-17{load case 3), S=-51 (load case 3), A=-41{load case 3), O=-65(load case 3) Max Grav B=176(load case 4), 0:::176{loadcase 5}, AB=189(load case 1}, AA= 75(load case 4), Z:::115{load case 1), Y=75(load case 4), X=11 O(load case 1), W=129(load case 5), V:::129(load case 4), U=110(load case 1}, T =75(load caseS), S=115(load case 1), A=7S(load case S), O=189(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension I TOP CHORD A-8=0/28, B-C=-54/27, C-D:::-41/41, D-E:::'31/68, E-F:::-33/102, F-G=-19/117, G-H=0/116, H-t=0/116, I-J=0/116, J-K..-191117, K-l=-33/102, L~M..-31/68, M-N:::-41/41, N-0:::-54/27, OcP=0/28 BOT CHORD B-AB=0172, AA-A8:::0f72, Z-AA=0f12, Y-Z=0/72, X-Y..O/72, W-X..-4/72, V-W=-4172, U-V=-4f12, T-U':'0f12, S-T=0/72, R-S=0/72, O-R=0/72, 0-0=0/72 ' WEBS C-AB..-149/88, D-AA=-66/46, E-Z=-93/63,.F-Y=-57/28, G-X=-92/1, H-W:::-1,10/46, I-V,",-11 0/46, J-U",-9211, K-T =-57/28, L-S=-93/6~, M-R=-66/46, N-.O:::-149/88 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 1 OOmph; h=25ft; TCDL=4.Bpsf;BCDl=4.2psf; Category If; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plale grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normalfo the.face), see MiTek "Standard Gable EndDetaii" 4) Provide adequate drainage to prevent water.ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wilh any other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. . 7) This truss requires plate inspection per lhe Tooth'Count Method when this truss is chosen for quality assurance inspection. 8) Gable requires continuous bottom chord bearing. 9J Gable studs spaced at 1-4-0 DC. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift'at joint B, 93 Ib uplift at joint 0, 65 Ib uplift at joint AB. 41 Ib uplift al joint AA, 51 Ib uplift at joint Z, 17 Ib uplift at joint Y, 35 Ib uplift al joint W, 35 lb uplift at joint V. 17 Ibuplift at jOint T, 51 Ib uplift at jOint S, 41 Ib uplift al joint Rand 65 Ib uplift at joint O. - 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and RB02.1 0.2 and referenced standard ANSlfTPI1. 12) Design assumes 4x2 (flat orientation) purlins aloe spacing indicated, fastened to truss Te w/2-1 Od nails. 13).This truss is designed for a creep factor of 1.25, which is used to calculate the tolal load deflection. The building, designer shall verify Ihal Ihis parameter fits with Ihe intended use of Ihis component lOAD CASE(S) Standard Job Truss CRESCENT2 B2 I Truss TYP6 COMMON IOIy 10 [Ply 1 I Hayden{CresgenI2)-bf Job Reference JOQfional) 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Jun 05 15:03:34 2007 Page 1 The Truss Co., Eugene, OR 97402 : ,'.0-01 '-0-0 5-8-7 5,8,7 10-0-0 4-3-9 14-3-9 4-3-9 20-0-0 5,8-7 121-0-0: 1-0-0 Scale_l:35.( 4K4= o j v 2 w ":A G I~ 4x5-'/ H 3x8= 4x5,=" 10-0-0 10.0-0 Plate Offsels (KV): 8:0-3-10.0-2-01. fF:O-3-10.0-2-0l LOADING (psi) TelL 25.0 TCDL 8.0 BelL 0.0 BCDl 7.0 SPACING 2+0-0 Plates Increase 1.15 Lumber Increase 1.15 Rap Stress Incr YES Code IRC2003fTPI20Q2 CSI TC 0,39 8C 0,65 WB 0.33 (Matrix) 20-0-0 10-0-0 DEFl in (Ioc) I/detl Ud PLATES GRIP Vert(LL) -0;19 8'H >999 360 MT20 185/148 Vert(TL) -0.38 8-H >619 240 Horz(TL) 0.04 F nla nla Weight: 69 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 BOT CHORD Structural wood sheathing directly applied or 4.6-12 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) B=864/0-3-8, F=864/0-3-8 Max Uplift8=-303(load case 3), F=-303(load case 3) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD A,8=0/28, B-C=-1309/416, C-D=-978/326, D-E=-978/326, E-F=-1309/416, F-G=0/28 BOT CHORD 8-H=-265/1112, F-H..-265/1112 WE8S C-H=-378/214, D-H..-146/551, E-H=-378/214 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDl=4.8psf; 8CDl=4.2psf; Category II; Exp 8; enclosed; C-C Exterior(2); cantilever left and righl 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. 5) Provide mechanical connection (by others) of truss to bearing,plate capable 01 withstanding 303 Ib uplift at joint 8 and 303 Ib uplift al joinl F. . 6) This truss is designed in accordance with Ihe 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlrrPI1. 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 oflhis component. lOAD CASE(S) Standard ", ~::ESCENT2 I:~;:E The Truss Co., Eugene, OR 97402 I Truss Type GABLE I ~~ I Ply 1 I HaYden(Cr~sCen12}-bf Job Reference Joglional). 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Jun 0515:03:352007 Page 1 ;'-0-9 1-0-0 12-5-8 12-5-8 12-.10-15 17-1-1 0-5-7 4-2-2 ''[98 0-5-7 30-0-0 12-5-8 Scale_ I:S2.1 4x4:::: SxS-=::::- 6.00 r;2 I........, J I<;7lK_T'" ~ M q q fTfl ~ ; I o _~_- _, s ,I, __: C------"" j AD A L ____ --c. _ AF AE 3xS:::: ABM Z .""----8 M Y AH o < , do' J J. , , , AI x w~, T ~A B AK AJ 3x5~ ;TvC~~~~.~~.~~~.~ Ii 3xS:;:o lOADING (psf) TCLL 25.0 TCDL 8.0 BClL 0.0 BCDl 7.0 12-5-8 12-5-8 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2003fTPI2002 CSI TC 0.36 Be 0.20 WB 0.12 (Matrix) 15-0.0 17-6-8 30-0-0 2-6-8 2-6-8 12-~ DEFl in (Ioc) IIdefl Ud PLATES GRIP Vert(LL) 0.00 A n/r '80 MT20 1851148 Vert(TL) 0.02 A n/r 80 Horz(Tl) 0.00 T nfa nfa ,- Weight: 118 lb i 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, except 2.0-0 oc purlins (6-0-0 max.): I-M. Rigid ceiling directly applied or 10-0.0 oc bracing, Except 6-0-0 oc bracing: AJ-AK,AH-AI,AC-AD,U-V. REACTIONS (Ib/size) T =151/30-0-0, B=244/30.0-0, AC=5/30-0-0, AK=494/30-0-0, AJ=-129/30-0-0, AI::;:159/30-0-0, AH=96/30-0-0, AG= 1 09/30-0-0, AF=1 05/30-0-0, AE= 1 08/30-0-0, AD= 1 00/30-0-0, AB= 118/30-0-0, AA= 1 06/30-0-0, Z=93/30-0-0, Yoi 11 0/30-0-0, X=98/30-0-0, W= 149/30-0-0, V=-79/30-0-0, U=428/30-0-0 Max Horz B=24(load case 3) . , Max UpliftT =-42(load case 3), B=-118(load case 3), AK=-206{load case 3), AJ=-129(load case 4), AI=-65(load case 3), AH=-43(load case 3), AG=-52(load case 3), AD=-36(load case 3), AB=-26(load case 3), Z=.28(load case 3), Ya-51 (load case 3), X=-42(load case 3), W=-63(load case 3), V=-79(load case 1), U=-190(load case 3) Max GravT =151 (load case 1), B=245(load case 4), AC=42(Joad case 3), AK=A94(load case ,1), AJ=48(load case 3), AI=159(load case 1), AH=96(load case 4), AG;109(load case 4), AF=105(load case 1), AE;108(load case 1), AD",101(load case 5), AB=120(load case 4), AA=106(load case 5), Z=93(load case 1), Y=11 O(load case 5), X=98(load case 1), W;149(Joad case 1), V=35(load case 3), U=428(load case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B;0/22, B-C=.78/87, C-D=-80/90, D-E;-5179, E-F=-23/119, F-G",,-21/149, G-H=-21/182, H-I;-21/177, I-J=-1/181, J.K=-1/181, K-l=.1I181, l-M=-1/181, M~N=-23/185, N-O=-29/163, O-P=-28/130, P-Q;-30/100, Q-R=.15/62, R-S=-74/64 , S- T =-75/70 BOT CHORD B-AK=-18/91, AJ-AK=-24/90, AJ-AJ=0/90, AH-AI=-6/90, AG-AH=-4190, AF-AG=-5/90, AE-AF;-4/90, AD-AE=-5/90, AC-AD=-2188, AB-AC=-4/89, AA-AB=-5/90, Z-AA;-3/93, Y-Z=-3/93, X-Y=-2193, W-X=-4/93, V-W=0/92, U-V=-17/94, T-U;-14/92 WEBS C-AK=-365/225, D-AJ=-38172, E-AI=-120176, F-AH=-83/54, G-AG=-89/64, H-AF:-87/0, J.AE=-8817, K-AD=-86/47, l-AB=-103/37, M-AA=-85/0, N-Z=-75/40, 0.Y;-91/62, P-X=-83/54, Q-W=-113173, R-V;-18/35, S-U=-313/198 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 1 OOmph; h=25ft; TCDl=4.8psl; BCDL=4.2pst; 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 t.he face), see MiTek ~Standard Gable End Detail" 4) Provide adequate drainage 10 prevent water ponding. 5) This truss has been designed for a 10.0 psf bol1om chord live load nonconcurrent wilh any other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality ass'urance inspection. 8) Gable requires continuous bOllom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) Provide mechanical connection (by others) ollruss to bearing plate capable of withstanding 42 Ib uplift at joint T, 118 Ib uplift at joint B, 206 Ib uplift at joint AK, 129 lb uplift at joint AJ, 65 Ib uplift at joint AI, 43 Ib uplift at joint AH, 52 Ib uplift at joint AG, 36 Ib uplift at joint AD, 26 lb uplift at joint AB, 28 Ib uplift at joint Z, 51 Ib uplift at joint Y, 42 Ib uplift at joint X, 63 Ib uplift at joint W, 79 Ib uplift at joint V and 190 Ib uplift at joint U. Continued on oaoe 2 Job T<uss I Truss Type GABLE I~~ IPI~ I Hayden(Crescent2).bf 1 Job Reference JOQlionalt 6.3005 Apr 19 2006 MiTek Industries, Inc. Tue Jun 05 15:03:352007 Page 2 CRESCENT2 C1TGE fhe Truss Co., Eugene, OR 97402 NOTES. , 10 11) Beveled plale or shim required to provide full bearing surface with Iruss chord at joinl(s) AC, AK, AJ, AI, AH, AG, AF, AE. AD. AS, AA, Z, Y, X, W, V, U. 12) This truss is designed in accordance with the 2003 International Residential Code seclions R502.1'.1 and R802.1 0.2 and referenced standard ANSIfTPll. 13) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss Te w/2-10d nails. 14) This truss is designed for a creep factor of 1.25, which is used to calcuJale the lotalload deflection. The building designer shall verify that this parameter fits with lhe intended use of this component. lOAD CASE(S) Standard ; Job nuss I Truss Type SCISSORS IDly [PlY 7 i , Job Refere!loo.lo'p!ion'al1. 6.300 s Apr 19 2006 MiTek Industries, Inc. Hayden(Crescent2)-bf CRESCENT2 C2 The Truss Co., Eugene, OR 97402 Tue Jun 05 15:03:362007 Page 1 ,1,0'9 1-0-0 7.8-12 7-8-12 15.0-0 7-3-4 22-3-4 7-3-4 30-0-0 7-8-12 Sca!e.l:51.1 5~7 = D 6.00 r;2 3x4-:::;' , i , C W2 = W2 ^" 3x4":::- E o H '" ~' M if A o B I 2x411 3.00rT2 G 2x411 , , , 1+ o 4x8:::; 4x8;::, 7.8-12 7.8.12 . Plale Offsets (X.V): f8:0-2-4.0-0-131 fF:O-2-4.0-0-11} 15-0-0 7-3.4 22-3-4 30-0,0 7-3-4 7-8.12 OEFL ;n (loc) Ildell Ud PLATES GRIP Vert(LL) -0.41 H >872 360 MT20 185/148 Vert(TL) -0.74 H-I >482 240 Horz(TL) 0.54 F nla nla LOADING (psi) TelL 25.0 TCDl 8.0 BeLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1.15 Rap Stress Incr YES Code IRC2003frPJ2002 CSI Te 0.82 8e 0,80 WB 0.69 (Matrix) Weight: 102 Ib LUMBER TOP CHORD 2 X 4 HF 1650F 1.5E BOT CHORD 2 X 4 HF 1650F 1.5E WEBS 2 X 4'HF/SPF Stud/STD "Except" W1 2 X 4 HF Stud BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 7-2.11 oc bracing. 1 ,Row at midpt C-H, E.H , REACTIONS (Ib/size) F:1180/Mechanical,8=1264/0-5-8 Max Horz 8:27(load case 3) Max UpliftFa-354(load case 3), 8=-428(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/26, B-C=-385211075, C-D=-2699n28, D-E=-2700f728, E-F=-3870/1092 BOT CHORD B-I=-890/3431, H-I.-889/3427, G-H=.906/3444, F-G=-908/3450 WE8S C.I=0/264, C-H=-1078/462, D-H:-404/1837, E-H=-10961479. E-G=0/266 NOTES 1) Unbalanced rool live loads have been considered tor this design. 2) Wind: ASCE 7-02; 1 OOmph; h=25ft; TCDL=4.8psl; BCDL=4.2psl; Category II: Exp 8; enclosed; C-C Exterior(2); cantilever left and righl 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 Melhod when this Iruss is chosen for quality assurance inspection. 5) Refer 10 girder(s) for truss to truss connections. 6) Bearing at joinl{s) B considers parallel to grain value using ANSlfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) 01 truss to bearing plate capable of withstanding 354 Ib uplift al joint F and 428 Ib uplift at joint B. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPr 1. 9) This truss is designed lor a creep factor 011.25, which is used to calculate fhe total load deflection. The,building designer shall verify thaI this parameter fits with the intended use of this component. LOAD eASElS} Standard Job Truss I Truss TYP9 COMMON I~~ IPIY I Hayden(Crescent2)-bl 1 . Job Reference foetional\ 6.300 s Apr 19 2006 MiTek Induslries, Inc. Tue Jun 05 15:03:36 2007 Page 1 CRESCENT2 C3 The Truss Co., Eugene, OR 97402 j!~0~9 '-0-0 6-9-4 6-9-4 15-0-0 8-2-12 '23-2-12 8-2-12 30-0-0 6-9-4 Scale. 1:50.:< 4x8:::: D , $ " 6.00 [12 3)(4:::: H' 3)(5:::: G 3)(4= I~ < t? B ~ ,;rc::::::~c 4x6-::;' 4x6'::::- 10-6-14 10-6-14 . Plate Offse~ Yl: rB:0-3-14.0.'-121. fF:O-3-14.0-1-121 19-5-2 8-10-5 30-0-0 10-6-14 LOADING (psi) TeLL 25.0 TCDL 8.0 Bell 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rap Str~ss Incr YES Code IRC2003fTPI2002 CSI Te 0.93 8C 0.67 we 0.34 (Matrix) OEFL VenILL) Ven(Tl) Ho'Z(TL) in (Ioc) .0.31 8-1 -0.63 F-G 0,09 F Lldefl >999 >560 nfa Ud 360 240 nfa PLATES GRIP MT20 1851148 Weight: 107 Ib LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 41HF No.2 i WEBS 2 X 4'HF/SPF Slud/STD BRACING TOP CHORD BOT CHORD Structural wood sheathing directty applied or 2-2-0 oc purlins. Rigid ceiling direclly applied or 7-8-2 oc bracing. REACTIONS (Ib/size) F=1180IMechanical. B=1264/0-5-8 Max Harz 8=31 (load case 3) Max UpliftF=-354(load case 3), B=-428(load case 3) FORCES (Ib) - Maximum Compression/Maximum,Tension TOP CHORD A-B=0/28. B-C=.2116/674, C-D=-17621597. D-E=-1767/602, E-F..-2124/682 BOT CHORD 8-1=-518/1825. H-I=-225/1206, G-H=-225/1206. F-G=-527/1834 WEBS C-I=-509/298, 0-1_-1321550, D-G=-141/559, E-G_-515/304 NOTES 1) Unbalanced roof live loads have been considered lor this design. 2) Wind: ASCE 7-02; 100mph; h::25tt; TCOL::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 plale grip 00L=1.33. 3) This truss has been designed tor a 10.0 psI bollom chord live load nonconcurrent with any other live loa~s. 4) This truss,requires plate inspeclion per the Tooth Count Method when this truss is chosen for quality ass.urance inspection. 5) Refer to girder(s) for truss to fruss connections. 6) Provide mechanical connection (by others) 01 truss 10 bearing plate capable 01 withstanding 354 Ib uplift al joint F and 428 Ib uplift al joint B. 7) This truss is designed in accordance with fhe 2003 International Residential Code sections R502.1 1.1 and R802.1 0.2 and referenced standard ANSlfTPll. . 8) This truss is designed lor a creep tactor at 1.25, which is used to calculate the lotal load deflection. The building designer shall verify that this parameter tits with the intended use of this component. LOAD CASE(S) Standard Job Truss I TruSS;TYP8 COMMON 1 ~~ ,I PI: I Hayden(Crescent2)-bf 1 Job Reference (ootionall 6.300 sAfJ( 19 2006 MiTek-lndustries, Inc. Tue Jun 0515:03:36 2007 Page 1 OAESCENT2 C3 The Truss Co., Eugene,'OR97402 ,1-0.0 1-0-0 6-9-4 6-9-4 15-0-0 8-2-12 23-2-12, 8-2-12 30-0-0 6-9-4 Scale.. ':50.~ 4x8= o F . , , ~ o B IllI 4xS-::- H G ~" -~ 4xS':::::- J~ 3x4= 3x5= 3x4= 10-6-14 106-14 ~rale Offsets (x. V}: [8:0-3-14,0-1-121, rF:O.3-14,Q-'- t 21 19-5-2 30-0.0 8-10-5 10.6.14 DEFl in (Ioe) Vdefl Ud PLATES GRIP Verl(ll) -0.31 B-1 >999 360 MT20 185/148 Vert(TL) -0.63 F.G :>>560 240 Horz(TL) 0.09 F nla nla LOADING (psi) TelL 25.0 TCDl 8.0 Bell 0.0 BCDl 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rap Stress Jncr YES' Code IAC2003fTPI2002 CSI Te 0.93 Be 0.67 we 0.34 (Matrix) Weight: 107 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 BOT CHORD Structural wood sheathing directfy applied or 2-2-0 oc purlins. Ri.gid ceiling directly applied or 7-8.2 oc bracing. REACTIONS (Ib/size) Ful180/Mechanical,8;'1264/0-5-8 Max Horz 8=3i (load case 3) Max UpliftF=-354(1oad case 3), B=-428(1oad case 3) FORCES (rb) - Maximum Compression/Maximum Tension TOP CHORD A.B=0/28, B.C=.2116/674, C-D=-1762/597, D-E=-1767/602, E-F=.2124/682 BOT CHORD 8.1=-51811825, H.I=-225/1206, G-H=-225/1206, F-G=-527/1834 I WEBS C-I=-509/298. 0-1=-132/550, 0-8=.141/559, E-G=-515/304 NOTES 1) Unbalanced roof live loads have been considered for this design. . . 2) Wind: ASCE 7-02; 100mph; h=25ft; TCDL=4.8psf; BCDL=.4.2psl; Category II; Exp B; enclosed; C-G Exterior(2); canUle~er left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. I' 3) This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other Jive loads. 4) This truss requires plate inspection per the Toolh Count Method when this truss is chosen for quality assurance inspection. 5) ReIer to girder(s) for Iruss 10 truss connections. 1 6) Provide mechanical conneclion (by others) of truss to bearing plate capable 01 withstanding 354 Ib uplift at joint F and 428 Ib uplift at joint B. _ , 7) This truss is deSigned in accordance with the 2003 International Residential Code sections R502. 11.1. and A802. 1 0.2 and referenced standard ANSlrrpl'l. . . . . II . 8) This truss is designed lor a creep lacIer 011.25, which is used to calculate the lotal load deflection. The building designer shall verify that this parameter fits with the intended use 01 this component. . LOAD CASE{S) Slandard I~O:ESCENT2 :~:' I The Truss Co., Eugene, 9R 97402 t '-0.0 6-9-4 '-0-0 6-9-4 I Truss TYP8 COMMON I;~ I Ply j Hayden(CreSCenI2j.bf _ 1 Job Reference .IoQlional) 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Jun 0515:03:37 2007 Page 1 15-0.0 8-2-12 23-2-12 8-2-12 30-0.0 6-9-4 Scale. 1;50.~ 4~B = o c F . ! , . 11 - I 3X4= 5x5= 10-6-14 10.6-14 Plale Offsets (XVI: 8:0-2-00-0-21. rF:O-'-10Edoel 30-0.0 10.6.14 LOADING (pst) TelL 25.0 .TCDL 8:0 BelL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rap Stress Iner NO Code IRC2003fTPI2002 CSI Te 0.84 Be 0.71 WB 0,86 (Matrix) PLATES GRIP MT20 185/148 Weight: 1151b LUMBER TOP CHORD 2 X 4 HF No.2 'Except' T22 X 4 HF 1650F l.5E BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF/SPF Stud/STD BRACING TOP CHORD 80T CHORD Structural wood sheathing directly applied or 3-1-0 oc purl ins. Rigid ceiling directly applied or 7.4-12 oc bracing. -REACTIONS (Iblsize) F:::1253fMechanical, B::.t 33810.5.8 Max Horz B=31 (load case 3) Max UpliltF:::-376(load case 3), B..-450(load case 3) FORCES (Ib). Maximum CompressionlMaximum Tension TOP CHORD A-B;::O/28, B.C;::.2274/721, C-D;::-1921/645, D-E=-1926/650, E-F.:::-22821729 BOT CHORD B.I=-560/1964, H-I=-272f1360, G.H=-27211360, F-G=-569/1974 WEBS C-I..-503/297, I-J=-129/542. D-J:::-157/632. D-K:::-166/643, G-K::-139/553. E-G..-515/303, J-K=-56/17 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 1 OOmph; h",25ft; TCDL;::4.8psl; 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 lor a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen lor quality assurance inspection. 5) Refer to girder(s) for truss to Iruss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 Ib uplift at joint F and 450 Ib uplift at jOint B. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 aryd R802.1 0.2 and referenced standard ANSlfTPI1. ' 8) This lruss is designed for a creep factor of 1.25. which is used to calculate the total load deflection. The building designer shall verily that this parameter fils with the intended use 01 this component. 9) In lhe LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S} Standard 1) Regular: Lumber Increase;::1.15, Plate Increase:::1.15 Uniform Loads (pIt) Vert A-D=-66, D-F=.66, B-F:::-14, J-K..-20(F) ~::ESCENT2 I:::: The Truss Co., Eugene, OR 97402 I Truss Type GABLE I~~ IPIY Hayden(Crescent2J-bf Job Reference (oOlionafl 6."3qO s Apr 19 2006 MiTek Industries, Inc. Tue Jun 05 15:03:37 20,J7 Page 1 ;,-o'q 1-0-0 6-9-4 6c9-4 15-0-0 8-2-12 :23-2-12 ;8.2.12 I 30.0-0 6-9-4 Scale. 1 :50.. 4x8= o $T T8 , ~ ,. ~" ~.'~ ~~<h .f "'H .~.. ,~;~ B*/t '5 t~~7 56 ~/~' ' ~ 6.00 fT2 . 4xS-::- H.; G F , , I' '~ , 4x6'::::- ,~ o 3:<4= 5)[5= 3x4::: 10-6-14 10-6-14 Plate Offsets IX, Y): 8:0-3-14,0-1-121. IF;O~-14.0-1.121, [H :0-2-8,0-3-01 LOADING (psf) TeLL 25.0 , TCDL 8.0 BeLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Inet YES Code IRC2003fTP!2002 CSI Te 0.93 Be 0.67 we 0.34 (Matrix) 19-5-2 30-0-0 8-'0,5 10-6-14 DEFL in (Ioc) Ildell Ud PLATES GRIP Vert(LL) -0.31 8-1 >999 360 MT20 185/148 Vert(TL) -0,63 F-G >560 240 Horz(TL) 0.09 F nla nla Weight: 165 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 OTHERS 2 X 4 HF/SPF Stud/STD BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 7-8-2 oc bracing. REACTIONS (lb/size) F=1180/Mechanical, B=1264/O-5-8 Max Horz B=31 (load case 3) Max UplillF=-354(load case 3), B=-428(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD . A:B=0/28, B-C=-2116/674, C-D=-1762/597, D-E=-1767/602;E-F=-2124/682 BOT CHORD 8,1=-51811825, H-I=-225/1206, G-H..-225/1206, F-G..-527/1834 WEBS C-b-S09/298, 0-1..-132/550, D-G=-141/559, E.G=-51S/304 NOTES 1) Unbalanced roof Jive loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; h..2511; TCOl=4.8psl; 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 MiTek "Standard Gable End Detail" 4) This lruss has been designed tor a 10.0 psi bottom chord Jive load nonconcurrent wilh any otlier 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 studs spaced at 2-0-0 oc. . . 8) Refer to girder(s) lor truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 Ib uplift:at joint F and 428 Ib uplift at ~mB. :1 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 ANSIITPI1. 11) This truss is designed for a creep factor 011.25, which is used 10 calculate the total load deflection. Th,~ building designer shall verify thallhis parameter fits with the intended use of this component. lOAD CASE(S) Standard ~O:ESCENT2 I:~;:E The Truss Co., Eugene, OR 97402 I Truss Type GABLE I~ty I,PI,y I Hayden(Crescent2)-bf . 1 Job Reference (optional) 6.300 s Apr 19 2006 MiTek'lndustries, Inc. Tue Jun 05 15:03:382007 Page 1 ;'.0'9 1-0-0 12-5-7 12-5-7 '2.,'q"5 0-5-8 17-1.1 4-2-2 "'9,9 0,5-8 30-0-0 12-5-7 Scale_l:S2.< 4X4:::: 6x6-:::::- . , //. H //' G ;::? '4 :B d J E~ .'1_, ~Ir J J .".......-_ ~B~IJ,"'5 ;iiA~,.,..,.,..' 3xS = AQ AP AQ AN AM AL K...., L i/i, 191M..... ...!i " o ~ : ~ : H 1 ~<J "0 P ~~a R .!~ S " .-.......::: S'O 1....~ T S' '-.......:...::. U Sf2 '" s'~ ( 3 ., s:~~,_~ " " 6 00 [12 G ---'f j- '1 I~ AK AJ AI AH AG AFAE~D AC AB AA Z 3x5:::: y x 3x5= 12-5-7 12-5-7 lOAOING (psi) Tell 25~O TCDl 8,0 8Cll 0,0 BCDl 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rap Stress Iner YES Code IRC2003fTPI2002 CSI Te 0.13 Be 0.08 WB 0.08 (Matrix) 17-6-9 30-0-0 5-1-2 12-5-7 DEFL in (Ioe) IIde!1 Ud PLATES GRIP Vert(lL) -0,00 A oJr '80 MT20 185/148 Vert(TL) 0.00 .A n/r 80 Horz(Tl) 0,00 W o/a nla Weight: 165 Ib lUM8ER 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 80T CHORD Slructural wood sheathing directly applied or 6-0-0 oc purlins, except 2~0-0 oc purlins (B-O-O max.): K-O. Rigid ceiling directly applied or 10-0-0 oc bracing_ REACTIONS (Ib/size) W"" 113/30-0:0, B", 173130-0-0, AQ= 189/30-0-0, AP= 74130-0-0, AO= 114/30-0-0, AN= 1 05/30-0-0, AM"" 1 07130-0-0, Al= 1 07130-0.0, AK= 1 07/30-0.0, AJ"" 1 04/30.0-0, AI= 1 OB/30.0-0, AH= 105/30-0.0, AG= 119/30-0-0, AF= 1 03/30-0-0, AD=94/30-0-0, AC= 1 08/30-0-0, AB= 1 07/30-0-0, AA"" 1 03/30-0-0, Z",,124/30-0.0, Y",27/30.0.0, X=278/30-0-0 . , Max Horz B=31 (load case 3) Max UpliftW=.2{load case 3), B=-69(load case 3), AQ=.66{load case 3), AP=.41 (load case 3), AO",-47{load case 3), AN=-46(load case 3), AM=.46(load case 3), Al=-48(load case 3), AK=.48(load case 3), AH='34(load case 3), AG=.24{load case 3), AD=-25(load case 3), AC=-51 (load case 3), AB=-4B(load case 3), AA=-45{load case 3), Z=-53(load case 3), Y=-12(load case 3), X=-121 (load case 3) Max GravW=113(load case 1), B=173(load case 1), AQ,::189(load case 4), AP=74(load case 4), AO=114(load case 1), AN.=1 05(load case 1), AM", 1 07(load case 4), Al=1 07(load case 1), AK=107{load case 1), AJ=1 04(1oad case 4), AI=1 OB(load case 4), AH",1 07(load case 5), AG::120(load case 4), AF=104(load case 5), AD=94(load case 5), AC",108(load case 1), AB", 1 07(1oad case 5), AA=l 03(load case 5), Z::124{load case 1), Y",27(load case 5) , X=278(load case 5) FORCES (Ib). Maximum Compression/Maximum Tension , TOP CHORD A-B=0/28, B-C=.69133, C-D=-35J5, D-E=-25/15, E-F::-27/48, F-G.=-27f79, G-H=-27/110, H-I=-27/142, I-J=-27/174, J.K=-26/171, K-l=-7/174, l-M:::-7/174, M-N=-7/174, N-O=-71174, O-P=-26/179, P-O=-32/158, O-R.=-31/125, R-S::.31/93 ,S-T=-32/B2, T.U=-24/29, U-V:::.50/11, V-W.=-68/44 I BOT CHORD B-AO=0/88, AP-AQ=0/88, AO-AP::0/88, AN-AO=0/88, AM-AN=0/88, Al-AM=0/88, AK-Al=0/88, AJ-AK:::0/88, AI-AJ=0/88, AH-AI=0/88, AG-AH::0/88, AF-AG.=0/88, AE-AF=O/89, AD-AE=0/89, AC-AD=O/89, AB.AC=0/89, AA+AB=0/89, Z-AA=0/89, Y-Z=0/89, X-Y=0/89, W-X=0/89 WEBS C-AO=.149/89, D-AP::-65/47, E-AO=-92/59, F-AN=-87/57, G-AM..-88/57, H-Al=-88/59, I.AK=-88/59, J-AJ=-85/0, l-AI=-87/9, M-AH=-88/46, N-AG=-101/36, O.AF=-85/0, P-AD=-75/36, O.AC=+89IB2, R-AB~-88157, S.AA=-87/57, T.Z=-97/63, U-Y=-37/27, V-X",-205/128 NOTES 1) Unbalanced rool.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 EXlerior(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 Detail" . ; 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi boltom chord live load nonconcurrent with any other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 QC. Continued on Daoe 2 _ Job Reference Jop~onal) 6.300 s Apr 19 2006 Mirek Industries, Inc. Tue Jun 05 15:03:382007 Page 2 1\ NOTES 11 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 Ib uplift at joint W, 69 Ib uplift at joint S, 66 Ib uplift aljoint AQ, 41 lb uplift at joint AP, 47 Jb upliflat joint AD, 46 Jb uplift at joint AN,"46 Ibuplifl at joint AM, 48 Ib uplift at joint AL, 48 Ib uplift at joint AK, 341b uplift at joint AH, 24 Ib uplift at joint AG, 25 Ib uplift at joint AD, 51 Ib uplift at joint AC, 46 Ib uplift at joint AS, 45 Ib uplift at joint AA, 53 Ib uplift at joint Z, 12 Ib uplift at joint Y and 121 Ib uplift at joint X. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and RB02.1 0.2 and referenced standard ANSIfTPI1. 12) Design assumes 4x2 (flat orientation) purlins at oc sp.acing indicated, fastened to truss TC w/2-1 Od nails. 13) This truss is designed for a creep factor of 1.25, whic~ is used to calculate the total load deflection. The building designer shall verify thaI this parameter fits with the intended use of this component. 'Job CRESCENT2 nU55 I.TI1I~S T~e GABLE C3TGE The Tl1Iss Co , Eugene, OF, 97402 LOAD CASE(S) Standard I~~ Ply' Hayden(Crescenl2)-bf I', "p' ~ , .' 1 ) 3.16 SCALE: 1" = 20' ...--- n ] i I , ! _r-:-_ -------- ----:--._-! MINIMUM SETBACKS _:INTERIOR LOTS All measurementS are from Property - . Lines _Front yard to House 10 feet _Front yard to Garage 1B feet _Side yard to House or Garage _Rear yard to HoUSe or Garage p.U.E. MAY CHANGE SETBACKS --L-STREETTREESARE ARE REQUIRED. Please refer to attached Development Code Section regarding the placement and types of allowable street trees,' -l .' ''',. ~" ,; ". "', ",' ",I) . d. . -,--~"; ~_..:: 56'~SE? . ~~~2,79 ---~ r---1~L DWY -~~c) i------ ----1 }---- ,~ }---------.... I 1 -:::/ I I I I : J H)~qd \ I-/'~ \ I I. C!}5. i I I c-.. Q \~ 262." '~" 10 ,CRESENT ,~ 1"-- I 11235 ~Q FT I I I I I I \ f' \ \ :2.FTi (~5000 SQ.FTi. \ ___~ ..;_________.-1 L_____ 50.00 .=----- i L -, 'I; 6144 BUILDING SETBACKS FRONT (GAR) 18' (FROM PL) FRONT (HOUSE) 10' (FROM PL) SIDE ' 5' (FROM PL) REAR 10' (FROM PL) HAYDEN HOMES 2464 SW GLACIER PLACE SUITE 110 REDMOND, OR 97756 ,. (541) 923-6607 , LOT 262 5791 Pumice PI JASPER MEADOWS 6 SUBDIVISION SPRINGFIELD, OREGON ._._._......._..~" _M'_. -....-.. .-.- -.......-.- .-., . - - .- - -. . JOB NO, C-~-1-17 OCCUPANCY r:r:.c:up8J:i.u OCCUPANCY LOAD .. TYPE CONSTRUCTION va STOR1F~ - LEG.'L O"Sr.R'PT'ON 'lltf2Z1' ...00 l.J....4-/!JT:J - P'ORE55 E'fJJ.. -!'~""',' ~ f!t, O'NNI''C l1"'#(/)~- 'J - THE CONTENTS HERE. ON HAVE BEEN REV1EWED, WITH ALTEP.t\.TICH.!$ INDICATED ON COLORED P~ENCIL. <;H.l\NGES . C.R hLTcr~:ATI('j"Ej Mi"DE TO THE APPROVJ:.D DRAWINGS OR PRojE.CT AFTER jl-lE DATE BELOW SHALL BE:. .,,-.PPROVEU BY THE BUILDING OFFICIAL. 5 feet 10 feet .., ; I \ . \ --.-.- -----' .)~t~;?,' "-.1'. '-'.~.'.' ."~!-L;:~'.',.' i~ _ s~:n~;e:: ~:"'~~ _ti. ~8tD:GlOm ~.." - " ' _ II. IIlltfIlO S9!do:) w.mqo ABuI..... . -uM)-2S6 HVO qBnOJI.Il O~OO-Ul0-8 WO UI 1IIJOI,18S 8J1tS8jI'U es~41 ':I9lU~ l.. ,,,, ,~,..".DN ...ao6liJo 8\.Il Aq' peldopUS8jNBtOIIO& ~ . . S8IJ'IbEu M2I uo6eJQ =N0W'Gll'lf ..::.]?;12.". 'S~i":!~ NOTICE: THIS PERMIT SHALL EXPIRE IF THE WORK AUTHORIZED UNDER THIS PERMIT IS NOT . COMMENCED OR IS ABANDONED FOR ANY 180 DAY PERIOD. '.,'---.. DATE R~E'VED :(Io/Of!> ZONE Ur.J1T(S) ..u______uo__c --.-..- ~_..---_...._"'- =:.::=-"':'-~~~=- ....--..-"""".-.......... =-~_~-::-....-.r GENERAL NOTES - - - - .......-..-...-.......-.-- ..~"'_.._---"'- -"'-- -...."..-""-....- _><>_",,_or"_.___"'- ""'-,-----p--"'" --.,......-..::~=:;:...~~ ---.-""--"'--"'-- ~",~..-~-.- 1. lH: 9'Xf'E CF ISM:ES f'RCM)ED B'f 1I.i.'\'T"::Aol' -- - '--,.H:;.' s um:o TO ~ A w:A<JIO fE' CF t:f\A.v.9-IOS. Tl'IS EEl CF F'\..ANS B 9.R"CB'IT FCA csrANa A EJ,l.J:lHQ P6MT. \,N.E$S OFECn-YIl:Ql..ESTEDB1-n-eCJ'\lltERCfl~~ -n--e'E f'\..NISNE LM'IB>TO.................__L-OC"I.1P6. [)t,El6:lhS. ceaw.. EIlLOHJ ~_. _ __..:.. .~. NO I(EY fN9"l1ol.\TERAl.S. 2..AU wen< 9-W.L CCU'Ly 'MTH 1l-E uosr o..f'FB{I" fECll,.I'BoEKfS SET FCA'lH Sf" LOCAL. ccum'. STA'TE, NO cee'lAl-lA\'IS, FU.a ca::e. ~CflfE(J..l.AmN9.ClEM3"W-~Cfla&- camw;TCfl TO'IEfF1.AU ~ o:oes J>K) IoE'fHXIS CF- -........___.__1 PHORTO BEClI'MlO wc:::n:. 3..AU'M:f'I(TO~f'\..I,IoDANCJB.EC'TfIC.,IoLwu.a=QE9::>>'I EU.DB'f1l-Eceaw..~N09-W.l.CCH"CfNTOALl. ~LOCAI-BT"'TE./<K)NAT'CltioILcc::ca. -4. Ni'f EJf'O\ Cfl ~ FCUD N -n-eE 0AA'ft'tI09!tW-L re ff'O)C>>ff TOn-eoeva..of'EH'SAH:)~r:e9CH3'\'6""-rram:::H. 5.nnNl"1T_'II=NL\WNClSVI'If("TB4~9-W..Lf'f'EC8:EJoHtNO \ ALl.ECALED~ ~9-W-LV8fl AlL-0e.ea;:H3 . ~ I. PHORTO~>>DGW.LEE~F'<:A.tU~ - , "" "'" O'EC>'C cacm:H1 "" ""'" '" ~""""~, Ne.- \ 1 ::J , lIJSf EE NOTf'EO c:FV~TlctSOA ce::;FEPANCES mWED....T 0LfH) 2-484 'Sl'I a-ACBl PI.. .I~ ~~""F.u~ ,l ' -. . '- \ SITE PLAN - - \L u) - JJOJES rc. \t~~:~"':..~~;;:,.'1 \ r......'" .w " 2..,W..(W.[>>IQNO EXCAVA~ FCASTR-JCnIW-~1.IJSf ~ r-- ~T01l-EPflC)..ECTSOL!In3"Cff[ 10 z. .~lOveFt"-'-""'""""",,,""--"""ro ' I-- OCH31f!.1C'TPt.AU..............,....~rolE~T01tEA~ lJ.J LL- ~~.:n-E~OE'EDERI'fKRTONl'f , -."2. u . ~,', ',' ~O' o ,cr:Vl U.. Ou~ I .. -\WN DRAWING INDEX 'I I~'- ,\. \ \ -I fEVS(X'5 ] . 'II ~~~4 ...~TOCCU'LY'ffTi{..u..~lJX;AL.(::(U/TY.srATE.AH:) NA,lD'W- CCCE9. cctfTAACTCIl. I';) l,'mA' >>f( c:w.NC6CA ~ TO~EEreACKBPRCATO~ J co ""'""""'" A1 a.EVATICHS A:1. WIH LEVB.. R.OOR PlAN ...., fO,.N)AT1OtIf'\..AN M """"^" J.!J t.lA.HLEVB..a.EC:TfW:AL.f"\..AN DO ",-""""",",", 02 8lAJ)N3 DETALIl 01 ~"8'QAAAOEEX'IENf>lC.H~ 02 EXTalDED I'ClACH Cll"TJ:lN 8I~WAlJ,.1lRACItD 1- ,'- I REVISION DE-SCRIPTION ~"" OR-D l \ I COV,R SHEET \ C .ITY OF S~~;?LD, OREGON ;, A""lroVED BY .I f/k-. /',/ ~~ DATE ~//1JfJ~ ~\. /' ' csl .." - .- - - - - - - - - ,I ,'. --------~~---:--~ 'i 1-' '. ,', ~..:-:-:-:-:-:-:-:-_t-:-:...~~ OPTIONAL. WINDOJJ - - ---- - --- - ROC" ~ 6f'E~_ ;4-: -. ---r--rT_T-r. L' ~;" ,-r-;r-:,~~-r,',:, ~i-:=7.~ " ______ :' "'-'o~.':'F'.";" .',:,:,: : S,c:~:,; ,:":'::::: '~ --= . "E...~' '-- '~,',J~ ' _ ~-....,.. ~ ~~""p;-;-' ~:4M . ,I ~~p,,-r ~-.-r, -?---- -~,_,,~ ~ J;;; v ~<~,---~,~.-;~, ~ , ~I~ ~ L111 DO 88 ~i _l~ j' ~~ COLCNIAL ~LI"'N]- '~EN'tRT' PORCl-4 e.e:e DETAIL 4_02 ~ 6F'EC'O FAeC1A AS &.-",~_ &IDING A& &f ~_... TRIM ~ e.FEC'D OI"'T.~A&_.__ ~.t'I>>lDOOIQ:&lOOP" _ 6111 2~~n;", ;, . ~ ;, < . l EXTENDED f"'CIfiCI-4 OPTICN e.EE &I-lEET 02 FlNl~!2...B:....~ I=RONT El.EVATION &CAl.E. 1/4' . 1'.0' (24 " 36 ~) ecALE.II&' . 1'.,,' (Il" !1e+1EETl 6tr1~6ro .-,"~ ---- ~~-.,."" ~.- ~-' ~-' .:...--= -'. ' ~r.. '-:J . ,-....- . , _, , , . bit,!. .-. "._.~~ ,- ---~- . '.' , , , . , , .... 6112 " ~,........ bro ......' , ./ , ",,:,:, :'-1-. _ !-;...-.,' .::.1-,-,"1 "l-.-L.---' r-. I.I...J " . , , . ..,.,,'>j , I J-'--r-L--,-'--,--'---,-'-r-'. '" I" I - 1 - ~ I \. . . , ,........,.-_' .', 'J' , , r~-------" : =r=~='-"~ : : ...........1 : , r.,r" I , ,." ' l : II! l i",UU i :~f1f1 : :r,:::: : !1~-~-7.: ~ OPT1CNA1. HAN-~ ~fI..I &TOOI"" OI"r.~....~'O 0[' i "== OI"'1".~M&f"EC;'O.--I 1,;.EI=T El.EVATION ecALE< V04' . 1'-'" (24 " ~"" eI-lEl!TJ . ec.AL..&\IB' .1'_0'(II"nel-lEETl OM ~ . .: : : " ., , : ~ -1:.,_1 .'.~;~-~,.!-.;:,: '~':. , , , ::: --.-.-."..,-.-'- I.--y:':---'- ............. .~--Lj-'" '-.-'- r"'"-r'"--r--'"--r.....-.----.---,- , ---r ' , :':':':', ,--,-, 'J' "_1~ -----.---;-r:-r-' '. . , _ , _ , . I ; r, . .-, ,:.-",",',' '~~ - ... ~'-i l~1'! I L_~_~_~ ~ I L___ _J Ill"~ &IDING ~ er-I:C'D_____________ PATIO_____ A& 5FEC'D ______ i .:=-........:::-, ""''''""''-~ REAR El.EVATION ecAJ,.E. v.... . I'.". (2'" x 36 5I-EETJ ecAL& VB' . I'.'" (\1 " M &I-lEETJ t~/i2 .1 .j 6l?_~ tom A '~', ,~ ',:-:,'-:-:5>> ,.'..~ . . ~ ...-...-~ "~ ----, UI Rlasl-lT El.EYATION . e.cAL.Es 11.....1'-". (24"''''' eI-lEETJ e.cAL.Es V8'. 1'-'" (II" n eI-lEETJ " ,\ ....!.'2E.~~.. " . l __u___~It.u~5:...~. ~OP'TIONAL. &TocPP llII MAN DOOR OPTlCN 'ni, ~ PATIOM&PEC'D~. .....-----...- --.--- --.-.--------...- ......._...._--~- -...----.-.-...-- ...,__--..........._~........ _,,=-__Aar ....__...........-.D.____ .-----.... -~~--~_..... -..-...---..... ------.....--- =-~:"=~~~-11\ -..-...--...--...-- ~...~..-::------.,.... - - --~,-- I ' ...... cu.cel"- I P\-D\I!~CAF'fPB~ I ~':ui= 'W- , - . 1-1- zu.. UJej UVl Vl UJ-.;t OCM UN ':I UJr- ',' I .' _I- ~. RE'IlSIONS ] CI..RENT Mi CF 060107 ] ...., we J OR"':O ELEVATION eC8 Al " . , , ., 0, " "\ tn------ " .' ".': >, "\ ~ ~ ~ ;, I ~- 1 ;, I ~ ~ ~ ;, ~ " ~ ~ ': . i '1 , ~ . ~: ~l;\ . ::: :. I~ ::.1 :1 'j ! i: ~~~- ~L1DER .-" !___c__\ , @ , . a'.10' J4j'-fr)' . \1'_8' . 4'-1' 14'-6' __n___~'.:!.!:"'______.- --_'!::~:"_-- <>'-;" 4'-" 4"4'" 5l..IDER ~"" ~ """"",,,,, ~ AS &FEC'D \"A"'LA~' .~ ~~ ~C:~~~(::'=~~ ; ':::> &'-D' ~fNG HH''''''':;:''-'- "'~'': (,) ? \, ,~~ ,/"~;-r. d If' ~L:t61!lo ~"""'''-'' ,,,'''-.:,,,;,.;,, ",-.., ~ :-- O$~ (,) ) . FI ACE \, /~ (. SEE E 1L ~_Ol _ // ....,~ ~ " M"""'" ~---' , , 8'-0' CE LlNr:::; ~ CAAF'ET ,;, ~ b Llvl\tJ&.IItOOM vALlL TED """"'" 4rZ14'" SLIDER -- .~ " . ~ 51"6& e.lp,458 ~! jnj \ 4"68 81p~ ~-!'--=~ %: ~ / - ~~itgJ[~~ """--OPT. ocr... r . 1~&8 ~'_\d:l' ,. ~'_0' ~ ;, ~ ~ 11'-&' ~ 0CAL5 114' . 1'-12)' (24)( *' e.I-IEETJ. 8CAL~! 11&' . I'-.:!l' (1)( n eHEET) ~ ~ ~t?OM -2 B,_",'CEILfNG =-, r~'1 ~1,. c_~ ~~ -- ' ~~;;;V - cF_1 I!SAR ,L--:; .{ / .> ~ ~ 1 __~D_~~_L!___ <:LQOEI' e.ID6B BlpA5<lo -.CllNltoJat ,IItOOM; VAULTED CARPEO =~ ._~'" ~~~6:~'.o ~ ~ ~d ~~~ ,5 ~~~ ~ }~s " E ~ . (j : <<::ITCI-lIIN I;' 'Ii , VAULnoP " ~ : vlN.Yt.. --:- : -,-- ~I@ ~ , lea... RANC>E---\.I-' '-'\<'" . !fi ~ \ 'WLVYY">. ~~ ~ :.:-. -"--1 ~51NK u.v --,- ; s .l lwD'TA....!.oJ, · po: : ",... : - :) ~:::'_"-" ~lI.':'\- --~j .:.:~ .&~~"^' -\ i : 45'MF .4S'AFF 5' : , , ' : -P4 :<!Cl-I ExTENDED.' ~~: \ . u)'!ENI::oLlNN SPEC D . ,---' i f4"\ ~ :r--, ---rT\15V ~" , :(v -.. ~!k:- ~ ~ ----- -~~L ----------~:.:: ~"~_,.--4~4 I.LO. P05T ~ ""'- EX11':NDED C1'< MTL Bt<5E..:!I :__~ (TYP.?), f'\...ANT &,~- -.B'AF.F. ~.: r ~ i'fi.L. . ".,.' ~"_I.' 1'-4' MoQOet1 .). 1}'4)' a:ILINC. ~~~~ FUN' o-<EU -..........-.~' ArF. , , 'i~ L b'-ll2)' f 1 i.7'1~~"-j ~~ 50&8 . L_..'l elpAae>. ~:~: ~ :jlk:'! 8'-12)' '=__ff S f;;:'e. == 3'-~' 1 '4'-2" 1 " ~ (' " ~-~ PAIR '. ~ , '. ~.. OFT. ~'.-1&...f\ S ~-~~'290~Y~ IlJ/!)TOOP-'~ ---- - --~ ~~" " ~~_--.:_-<..:... " - ,-- , --'-. , ;, cr'7] ~ Rmlr , .uLTEOCl;' elX Z .\. ,-{' >"eoB.lk 3"5>'" "1 e.c:.LJ..lI.NG: E~ee.-: "~ ~~ ,'.,,'CLG r~ ---;J'j'[.........' . .........- 4'-10' . --4_ . '~~""t oeN OFTION ~~l~ e.EE 5l-lEET 01 FOR: 4' .-5' ~ EXTEl'lSlCN . OPTIc::Ne. ' ~ "'-~ " , :: l'i1! ~~:==~--------- i------~-;..-------------------------------:-l , , , , , , , , , , , , ~:~ i: : 5 ) I 1EP',1l' : '-../ 0YEF<J.1iAD ~ ecALE. V4' . 1'_'" (24 x 36 SI-1EEV ecALE, V6' . 1'-'" (11 x n 6I-lEET) ~ I 2'-0' Ib'.'" 20'-0' 2'-0'.2'-'" ~'-4' '_4'" 4'-0'- 1-'e,,' , 4'-10' 4'-6' 1!>'.<I' &'.~' , 10'-6' ,",'.3' f t ~ DESCRIPTION 4<Z)'./Zl' MAIN I..evel.. 1=1..00R F'I..A~ ecALEo 114' . 1'-IZl' (1-4 X~b &l-lEETJ" 2' 4' 6' I,",' 8CAl...E.1/&'.1'_/Zl'(I1XI1S1-1EEV i.--------I - MAIN LEva. oroROCM' eA",. 0AA.'6E 1234 eaFT , , 4"6 $aFT SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFCR,MATION , l - .--.-.-- MAl N LEVEL PLAN NOTES I~N'FOCH~U ~TYrxlI1F/XlO8I'1CWIWA~ \"SFT AU.. 9TElITl.JNL.OC\'T'IOfe"""TONlr~ cctiTRACTCR TO VEJFY ALL a.E'NSCH!l. Wt."!BW..!FECFICATXH3, DOCfl AH>WKX:NISZES, c.cHl'THJC'TlON t..EJ>JiS JH) ~1XH5 """"'''''''''''''''' 3. AU.. EX'I'BK:fI W..-uB TO EE WCXD FfVJ.ED AT 1Ill to-lS o.c AH) ALL NTBICR WAl..l.S TO EE 2A NCHS ac. 1.H..ES8 NOTED 0Tl-BtM!E. STRJC1'tRAL~TOEEFASTeEDl,I,WTABL.Eeo23IL El:PARATE l-lClI..a: FRJW QAAAQE En' NOT U$8n-w. W amu.I ~ TI-E cww:E SDE. 0A.IW:e'MTH LNAEI....E 5P~ ABCM:'M.L. EE !EPAAAlB> IJ'I' NOT LESS THAH IW' Tl'PE X G'l'F'9.I.l at TI-E QAAAOE ca..m lR3CQ2t Brnfl'TO HCUlE FfDllHE QAR.\QE SHALl.. EE NOT LESSllW\I"HIB' THClC: l8Cl.D'M>CRST'EEl...CR ~ sra3...l CR 2OMNJTEAE-fl,/t,TED <>OCR""" SCl..Da..ocx TOFOlN:IA.1ICHBBEAlHAL.L. ~ BE.W9 &~ ~ .93:: 99-EElS& DeTAL ~FCflEFIACNJ PAH3- ~ WALL OErALa Ftti'I...ACE!: DET,6LS, Be.. FIE EI...ClCKNJ 9'W...1.. IE mclYI:EO TO cur aT' ALL CCH:EALED DRAFT ~lElCJIH 'vtRT.6. HOOllBETWEBl sraw::s NDn-E 1'lOCF.~ llAl.Ll1.AS$1\SAH)SiC/IIlEA~Q...AS9..1.OJACelT.TO"~ 2 Fr. AAC a' AC:t..CGDDOCft LESS "THAN eoNCH9/Ia:NEAHi at 1l.FFACE. 'M'Tl-W 3& NCHS HCflZ. STAll WAl..XNJi SJFACE TO EE ~ "'-'<TY"-"""""" R.RiACE, WATBlI-EAl'EJ\ DfMf\ ~ NCJ BATH F,IHS TO VSfl"TO EXTBICR ALL. ~ PLOTLDfTS ND ElRB'BTO EEA ~ a'1Stta-BAFI'. wt-EN LOCATED H."Tl-E OAJWElO-PT1$ mR.C. Q2.4C8.2l1QRSC UOO1.3 --- Fi'e'l.;ACESTOEE tmAJ..l..B)PERWJ.l.FACT1.FE9 NS'fl'O::TICH &,;. B:ll.Ff'B)"MTH PlD'SLl' SZB:l" LOCATED ECTeIW-AFI9..f'f'1..Y. "'" <=<II HAI'DRALB NOT L.ES9lHNt 34 N:HS CR HCH:A1l-\I>.N 3a NCH!l. ~t 00AfDRAUl. .-_.__...... l:ECl(B 0fI EIAl..CC:tES etiALL NOTEE LE99llW\1 "''''''''."." !.Wl !PACE IETWEBI AALS 9'W.L NOT EXCEED A HCHS. R3IUI ALl..loETALPrNJ9"W..LBEIlCM:lED.l.FlC.E:3MQJlI EXTEfICft..olrS./>iIO..N:l~RWel.EEl'"M:EHWALl.. CA'wTTES6.WtCX:1NCRDC:iOOFIWE9,~WAL.1.."FO.N:V..T.Ct4. ~ w.au. 6. FlOC.f'". EE'l'WEB't WALL PNe..a AT f'EJET1V.1XH5 OR lJTUTY FaMC::aJ n-R:U::f-I W.AJ..J..S. R-OCR. I. RCXF9' ALL cm-Bl ~ tlll-E~EtNB...Cf'E9W..LEEseAlEI)N"'UNH:RAJ'F'RCIYEDB't I' :n"EEU...t:NJa:'A::lALIRC.Nt102AJIIORS.C.~ =~~~~~~~5.7a'. !I 1.L.l'EnffCF-NOTYCtE1HAH4f'A:rl'_1R3IO.1.1) 1 'IlHX7WI9s-w..L EE NST.Al.l..EOPS'I'M'ITlEN tBTAU...ATJ:lNNmIJC'l1CHSASj F'f'ICM)EDB'tl1-EIWU'ACTU'EftFatE.\Oi'tlHXlWmRC.1'm:U ! . N9..LATE IA.W J>.. STATE a'CfEOCIt lAW o.A.5.C eeorPAiH\rrAaENfIC\o4.1lt\2l't:'G B. srATEa'W~l,I,WWA9iNCJT'CHSTATEeERlYccce. SYMBOLS LEGEND = = - - I-!IDDEN LINe!. INDICATE: 'ciPrla-W..P\..:;lN5 ,- ,~ ff<AME WAL' "" "UP' ' i 2><4 ~ WALL uv &11JDe. KITCHEN CABINET UJAJ...l. . Ib' oc. INTERIOR ~ WALL INDlcATlcti. . BLOCK INDlCAT1CN ~"f PIPE 6OU..A~ ClJANC,EINA...OOR Cl-IAl-GE IN CEILW::; UNE OF, c.L 1 RC\JU\4 fRAMED OF"EN~~ \' 61_I'OLO, 6'l' X bl' 61-PAOer.- 63 1/4' X DOO!=l: eIZE' -..."S2"RUCTURAL NOTES ~...AR1P, nN d,l !'.,,;=FT AND ....P.y-':'.'Il~ I 1INli ~I~","FR "'1 ANn/r':lQ M !'>1..lI::;ET!; IHALI RRACINC. ~.~ TAI3LE: Rb0110J ^"n~'^.'.'''''~",~~ , .....------- --..........-- --..-----.-...- =-===""-'='..====. -..---...""-.",,..- ~-m.~--""" ..............ao_...._._..__ ..-...-..----.."'- -""~--""_...- -..,-.-...---...... ---------- ~-...,_........'.....~~-1l\ ~..._--."'--..,..._.. _...C<VUIII:Ir__ _ _ ..-.....--........- I" ~~ll- I ~.,. ,._' _,_0, FAX~ z::' Ifj -, '"" ,~ ! "liJ '~" .', .., I- . 0"...:,21-. I .', UJ' . , " u.. I~.".'~~I""V, . .~. L.U~ " , , .0:::: :ou~ . m , UJN ':C '..:C .-- .',1' l- .". - w. " AEV\SIONS CURRENT AS OF 060107 """"''''"' OR-D MAIN LEVEL,: FLOOR PLAN If_~.. 11r. - - -....~ t\ :lfA2 _l___ . 40'.0' '. . i\ ~ ~~~~ ,~-----------., ...J ~AT\O ---......... : .~ A&~C-'C> ' Q ". MtN.. CQOC. &LA8 ~ "~ "" ,. CCMPAC=' : :( ~1e'cutA"lFO!<lc;R.6l.1L7 c.RA>U-AR:F1LL&"OF'E: \ \ :0 ACCE&O.,Ilt).l.l&T l..A~. f'RC'11-lCO$E MN. OF I~.' ' i (;~:lTTifffl'T\lf]n;JT :Yrr 01i 1:' I I' I I I 1'1'1' 1 r...'li\',~ 'I ,""~:~J. I I I: : 1 I I , , , \!Jd 1ENGfl:'I'_JO\e.Tl!o.~'O.c.. I , 'I 1 i i i i l-k..l..JU~i i 1.-\ ',i ' o,<R;,.,C:f~'i! ! !: \ I I I I ! ,- --]:;::1 _i' '" u , ' J-J--=b I: \:TlnTrTrifl[iiifJ!7:~\ ~~ll \\1\ I I I I ~PE ~REAK& H CRle 1><4 FRAMED q;:\.6 W4-L I 0 I I' I I I I I I U1ALl.. t FTc;.. TYPICAL I uv"l!oTucie. 1Nl..)t-E -.~' ~c.. 1 1 1 . I II ,I I"" .....C<><C-".. , ' 'I 1 : i i i i i i . . i i ! ! J ! Ii i. ~~D~'/f'~: :. 1 ~,_,. 1.,.1:.., ' L L L 1 ' , , ,-:~:-LJJ : r r r I! T T TI ! !!I !!! !Iil ! ! Iii i !!! I, i I I Ii" I I I I Ii: -l -" -" .k- L L '" Jl:'~b~~ i i i i~ ~ t ~ I ," 'I' l Ii E::f"t-~ i, '~ tID I Ie, 1 "'-"."',,,,,. ".. ,~~~, I I~\ ," '1 I " . . ' 0 I Ij I \\ !>'.2.1~ ~A "m,....-,... ~' /.J'J-I-- :'_-:1- -~ ~AJ ^~ kwrD"T1EDOJ.N \ "'MIN.CCt>IC.&.~ \ , CN ". ca-rPACTED ' pOl< ;1-1 EXTENCEO c.:.R>>U-AR FILL eLOPE : ll.I-lENC)Lt.Z"t'l&PEC'D' ,~~MtN..OF"". : \,:"'1 . " l4f:--: " rx.. I . ~I~J_________ n_______~~-~ ~ ~O @ @ . ~ ~ ~ " ~. ~' " " , I I I r I I I : if T T I' I , ,\ I I 1, , I : I I I I, , , : I 1\ .b\li!l\I.PeM -, I I I , , , I \ I , , , I I I , , , \1 \ b'x&'x.I6' FND.......eIT AT LOCAT1~ el-IOU.N I 1 I I I ;;:~----1 "I.' ,,1 ~, ---r' I I ,,"\, . ~ I . c;a.;c. 6TooP uv""'-':- ----, '.I ,-"tAN_DR-OPTION I " . I 1'\....(')P'I"It":tJilJ M>>lOR. I I el..OCKOOT &TEH I I UJ,AUlLVOOOR 1 OF'Tla-l vERI'Y I I PRlOR TO POUR I I \.;t h' I ' I 1 I I I 1 ~1 ! \.2Y' I I I . I CCNT.FTCi.A6 \ 1 .;=eONO eEAM I L ~________~__:~___~~:~-::~_-:_-____J :>Ef'l'lE&e DFdVEUlAY ~ vrA'~(re 0_ FOJ e.ITE F\..AN. .1 ~ ~ ~~ ..LOOR : ~Mt-~~ I GRAl'U-AR FILL. e.LOFE I TOOJ..lOOORHN.~~ I \' EXPA.'eICN JolNT~ UJ..IEF02e.1-1O.1.Nl I -AT PERIMETER I I I 1 I I I I I I I ;, &Ja,CoAr.R OPTIClN& .' 4 &' GARAUe: EX1Cl'l51CN eEE, e+-lEET 01 FOR ",""ON&. ""'.Iot)' 10'-6' ;2'.". 16'-I!)' JItJ'-It.)~ l'.l!)' -""_8' ~'.4' . '1~-'" .w;-IEI' 1=OUNDATION FL.-AN ecAlE. 1/-4" . l'.C (,. >< ;b &I-lEET) ecAlE. V8' . 1'-'" (11" n &l-lEET) SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION " ~ . " ~ ~ ~, , I ~ . ~ " plMBOLS LEGEND ~ = I-I\DDEN LlNE& INDICATE OP'TlCNAL ~ 6'><14' ~ FOl.NDArlCN ct( 11'xe' MIt-t cc;NC.. FOOTWCo WK2) -..X ca-rr M DET AIL~ 1)')(2-4' CCNC. FOUNOATlCN OI'lll!:o'><8' HlN. CONe.. FOOTlNCo Wl(2) ..<IX CCNT Aa DETAILeo ~.:::':1 .__u_, ~g::~ ~~TUD~~~Al'OJT u.v (2) ...X CCNT A5 DETAILED ~ '00000' hi> CRIB WALL W/5TUo& FER Jol5T LA'fauT o-ll6'xa'c.cNfIN.JOJ$cc::NC..FOOTlt-G eolLD TO \J'lDE~lDE Of' ROOR TYPICAL ll.II' (1) -"'X CCWT A5 DeTAILED JOI&T.HANGoER (~ ~'. f'lF'E 'OOLLARD iii ~ 1ND1CATl0-I \ FOUNDATION PLAN NOTES. rXl')!l~~.o.l ...crli.ltyo:::cEl~"""_WIWAi."""""-= \ veFY.AU.Im!UTUTYLClCA.'TIQ6f'RanONN' ~._~__-" ~"w-. cotl"AACTa\ TO V8F'I' sa.. IENNl V,t.L.,1.E CP I5lO pg:: FCR ClAY - B>>D1 ClAY, ElLT. ClAY, ClA'reY ElLT, 9..T lit. 8NCIf 9..T. cmER .- -", l,i,\,Y!eCU'E ff'EQAl. te3Of'I CAALTENAlE~l.ETHCDB. cotl"AACTa\TOV8F'I'aa..sFEPCflTPFIOATO~~ fECU'l8l.rrm.EFWllLU c::c:HTJV.CT(J' TO VSFY.AU.. oerALa ~ 1<KJ l:I'ECI"lCAlXHI PHCA TO CCN3Tl'I.JCIDt sa: oer....... ND 8 &EElS FCR ..t.a:mCJU.L. -........ .AU.. FClH>>o.lD\I WALLS Nt) FOOTNO TO IE oc::HTNJCU'J C(:HCfElE SJBI WAU..S J8!I"ECRD Iff LEOENl, ~ oerALa JKJIat "",-""",,-- sra.l w...u. <XHCfE1'E TO ee 3000 f'S~ c:at:4NIJ CWW)E!1...A8 R...OCATO IE 3000 f'SIlWCD CQQ6.:leOO I'S I!!E\'. c:c:tD.rrAB...!! R<<l2..2l ........ CEPfH CF FOOTNO ea.ow I,N)BfflES) (ItClN) !l.FPACe wu. IE12HCH!1,.FftCSTUEDEf"TH9W..1.IE~f1'/'1lEt.clCAl.. ~lR.C.A<<l3.tAlIOJ\8.C..Rom.~ . FCUDATlCft WAU..STO IE CN'f'EDV<<IH 211 Y.DSJ..PL.AlEOo'Bt A FEIO.8BLL SE.M..B'I ~ AHOO'I Y.D8U.. TO FlC).I.9Q WI. V'N1' ANCHCR BCLlS _ f14 oc. TYP. NST.AU.. CIE oct.T A wt 1 Fr. ROoI 1l-E eo CF EM2i PL.AlE fEC'1"OllRC. R4CXW't1CHlC R<<XUa l:IRo\HACEt>av.oE &W..1.. F.AU.. A"" e NCH8~1lE FR>1'1OFT. ""'" ~LN:EftA..OCADFlANIJ8fB1R3)l"Slartca:JE. FOR ~:zaeDomavu:1MIXHTNJOl,lS~.-_--=--Bfl"H ElO'Ili 1lEFOCJTloIOND1lESIBlW,IU..~A 21'O..RS'I"Sl'Bolf'llOY[:E1 M IIERT'CAL WlTHASTAKWDl-ICICt::AT4Fr.oc.lR4lnI.3 FtDw/StBlWAlJ.S9W.LBI! PftOVI)B)v.ttKA.... CP1MBAA'MTlfl 12 NCHI CP TOP CP WALL 6.1 M BAR LOCATED 3--4 N::H:9~ 9CJ'1'a.l CF FOCmlQ.lA.C. fMQ3.t3J IOAS,C. R4CQ1.U l'fIICN[::EAQAa.tClNQB..ECT1'IlXE __"""'....... TOA 20 FT. M ,'-=-.-_---....ENT Hll-E FOCTNQ, lQRSC. R403.1.7llR.C. E35OIlt2l f'RCJVOE1IJQ.FTav.M.9'N:S!VBfTLA~ 1"Sl15D SQ.Fr.I.KS'IFLOCA MEA. FOR CfEOCNICHlC 4Ci8.IIND ISQ, FT f'fft 300 SQ. FT. FCR WA RB.2l ae 9JCH~1I'W.L IE~ 3FTCPEACHc::a:N:ft &eT .AU.. EXPOSED EARTH H a\A.'M.. !PACE 'MTH e w... B...AaC. f'a..lEJl-M.BE. f:E,l,W9W..1.IEO'Y'EfllN'f'B)12 NCH84l\Dl12 HCH> If'fMJWAU..IO.f\llC.Nl1C)oW.1twA.Etet:JY<XlOEPARAr02.1A7l -- AU.. 'IlOCOH OfECrCCHTACTW,IIXNCR:'l'E 9.Jf'N:el. CA'MJI-fif1 CP EXI"093> ENnH TO IE A1"f'RCMD I"fESS.ft! l1Eo\TED yA,1ERAl. EXTERCA wx:o &EA,'(l-N) ~teBllWt 0 NCHSROoI CR:UO IR3a1lZ&15I .........a..ENW<<:EROoIBC7f"TC*'CPR...OCA.JCET9TOEQ'O:!J3)EAFIlH, , B'IINCH8nFTF'CfIEEAW8&.~lR:J>>jlll .. . 1 Fl..OCf\&EA.nn:aTOee3/~naL.A.DOWXHAI.. TOh.Jl:JST'9EPACa)lf' II T024NCtfSac.rrA.B.ERlD1I . 'M-l &. R,RU,CE9 L..OC.\TED Hli'E QAAAQE 9W.L IE PI'IC1fEClB) ROoI' ALJTCt,IC8....E...ACT.CUDD7.3.ll NlLAlE 'lAw. A. STATECPaE:QOtt'IAWOJUlC. BERCJrPATHtrrAll..ENlDllllt2)&tlI B. STAlE CPWAlH<<JTOt 'lAW WASHJT"Qt STAlE BEfQ'f ca:e. STRUCTURAL NOTES ~y~~"'_.?{~L"'t-If<=_T et-!.n R~At:F lllAll IINF BEQ!JlRI".I:"~",(;:' ""'".&M {:'-r'1'7? '\~. ~ IIIAJI'"'~At:INC'-_'?t''p~I,=:r:_T&''J~ AJoJn""~ TA""'I F!'> I'i!"m't':)~ III ~ (7) I:::J .AI TFRl'JATI" ""'~J>.t:F PAJoJt=l t:::lMIH..P>>a.. LEt4C>TH 32' !\n-v.IF !\TORY 2 ANCl-IOR eoL T& EA. F'ANEL (. 1/-4 FOINT& lI'l Of<) WITl-l \ealtZ) Ib TIEl oou.N DEvice. EA. F'ANal.. END fND TO eE F<EJt..FCII'llCED u.tn-l HOT LEM n-IAN (1)--4 ~TOP~ ~CM L"'T"'Tf"JI?'r"("1i=''''Tn~ f"ANEl.. 0-1 eoTl-I FACE! WITH NAlLING . -4' Oc..lJ.tTi.l (~J ANC:I-lOR. eoLT& . V& POINT& wIlli ~ Ib TIE pCJI.IN DEVICE EA. END OF pANS.. peR IfOlCIORSC Rl!>mJIZl. Q~~~ Rl<'J>.t:F pti.NFl UN . c.YF$.M BOARD 0-12-4' Oc.. STUD &PAC~ N"H. <4a'lU-I&llN&TAl..lED eoTl-I ~DES M"H. ~'lIJ4EN IN&TAU.ED TO c::tE FACE: OF A ULALL WOOD _.:____ ,". -tJ,. PANa.. Ilol-lALL. eE lAW TAel...E RhIZ'2W.b lRCIOR&C PARA R61Z12W..4 ATTACI-I"llONTe. 11l-4'~OR6c:ll<4AlLe.4'Oc..AU. PANEL. EDGES AND . " ac...1N FIElD lFlCJORllC TAeL.E. R61D2..1l:1.3W FAen:NEP TO A-OOR I ~ FRAMING lAW TAel..E Rhm..3l'U .....----""""--- ---..-.- --...----...--..- =-:-'~_..._.""-=~=- ..."'---.-....-...- =-~-~-=---....,. .....-..-.....-....--...-- .-...-....--......- -'"'---..-...- -..-..---..... ---------- ::--...._...-..::..~~..-.... -..--..-.....--.. ~..~..-::.:.~-- [_ON <L>.Cal1'L I PI-O\E~CAF~~ ~'cn w - 1-. o ~t: ~u . '. VlCJ ~Vl OU.;:t (Y) UJN I~ .I I- IlrA~ IIt.J i 'I' I F1EV19C><S ) ] . CUft3'lf AS CF 060107 iiiiCwe OR-D FOUNDATION 1 PLAN "'co A3 .(~, . . ~ ~i~ <I. ".. J ..-~-----, , I , , I , . ,W' 4x&UOI4PR 4d~\LO~R ' 4><f!1WI-lDR ' . ,~.",.,..""""",~~~~;:":":,,~.,,.\,,.~.......~~~$'" "''':''''F ,~"""".':!'-r-,,, ,-,~--~~ I I I ! ! II " ! i i I,I.!! i i ! I : ! ! 1 ! ! i ! ',. 1 i j i I" ! ! i i ! ! ! I ! ! ! i rt' Iii i ::! I 'ii I ! : I ! ! ! , i Irr--ij1 i i ii,'! I ! i i ! ! .: I , I I I i l:f=iihl i . ' __~J: I ! Ii! I ~ '\ll, \ \ i \ \ i '11\ \P \1 . 1"'":;-"" \ 1 i ! ill ! B ~ll ' ! I I ! i '! "I I I' i '! i i I ! ~ :; ! ! ! ! ! i ;! II! [I 'II I i Iii ! ! !~ I ! ! ! ! i " "I :: i li i : : III ! ! 1 i 1\ n, ~ I 1 \ 1\!' ,\., i. ! ! ! ' I i ~! ,,! \i i i 11,1 " ,) i. ,! ,I I . , Jl . -L_' J 1 ~ I I I I or''V:" %'-If,-~!' <t! I . . &f-t==~=~==t="t!, ~! ./' ~~ h I :"';;'\ \ i I : ~ ~'\J : : : I'~ L:- ~\ : ! '\' I ~ i j I \ 'l! ~,;r ~l ! i l' \ ! ~i @ i i i. it~:, k- ,-~b~11 '''112'' I ~' IblJj i i i '~TT\CL. J:=_LJ',1! \ !', i~ -dll~' . ' 'I I """""" ,,'1"- . --~1--1-~ I 'I " I B! ! ! . 'IIf"--'1 "',j ',"..Jc.FU~lli i i i ! I' \ !! Iii i ~ \ 1':AeOVELocAL1" i i i \ ~..! ! 1 r i i !~ATlCN~QJI~& II ! 'I I. I I "<' .r-r--f' 5EEPETAIL21D21'1 i i I Iii I i '~! ! II i i ! \ l [I i \, rI-,' -=- ,. , . '_ ' _ _ _:h.I 1 II, i ! ! I II, ILl =lft== l:+1r- --1'1 I!, I I i [,! I' I I. I . 'II I I ' ' "I I n' '-1' \" l' I , ", . . 'I ' , .' "\1 v I I I I . ,. II! . 1 ~ !II i I II. . i i . 1\' . I : I Tll~ In .' II 1 ,!eloa::. TOFNO 14/12-)\ t-6f12 ~ 1 Iii ~ ill \.4! II i ATBRG-1 POINT. ,1 i 1\ I . 1 . -=~, ~ 'II ( ~J II i i 1\ I l ! r-l ~1-z:!~-l~,~"h"""~L~~~~~~~ r .lLI?~_._ ~z.:61~~R~' l_ ~ ~I '~) -'--, ,___,_n n___'_'__'___~: ir=:===~'-~"~:'- i~~--~-'--'- u----'---'-'-h .Ir cn~"'~ H.----------~--~-. -----~-:-------.-.--n u----------.-.-~-- -----------:--.----.-.G ~ ~01OPTIOl II ~.ll 11 ' . n--------.-------.-. ~~----------------, ~ I . I' tl"~~~~~~~~:~= =~.~S;~:~~~~1=: l' 1 6/12-) ~/'2 , ~----L--------------_.. ____________ ___-1.._.1 II I I ,: I \ I t: r---T-==-~~-~:~~.-~lt--~~~-=:~~- I I, ~ ~.-._.~.~i~~e~~.-.-.-. 1--1 1'_I!)'rrP.~ __ ~oac;TOI'tC. -----..:AT~..""Olt{f 01 :I... 91'~- ~ ,d "f ~ " , ~ , " , t ~......--/'1T1...I-N:!oR$. 6\RPER TRJOO . T'Tl"'ICAL . '---~ SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION ROOF FRAMINCill ec:.Al& V04' . I'.Q:I' n...:x ~ ~ET)~ 2' ". ecALfu V&' . 1'.10" en:x n el-lEET) I)' 10' --' \ - ROOF FRAMING NOTES ~~I>C<r'IA.m.IJ !FFClAL"TYCCf'lEf~PCW!W".'a:u"OoEWT'" 1l'IJ991oWU'ACJ\I&I1O YEfF'I' AU.. t::aEtEkHl Fl'Dll F'Cl.tDo'Tlat 1'\.AN~R..OCRPl....ANSPRCft1O'Tl-EJr.WIJF.AC1U'tECFACOF'TfUS:9,. 1l'IJ99 r.wt.FJCI\fI:ft 10 V6'FY fUflACE I..OCATlat & CE9ClH m.fB:S 1O!U'f'QlT SYBTBl 'M-B' NSTAlJ,B) ~ ATTIC NEAIJlIO:L-n.cl cc:MrTRJCI'A ~I!IFTX8FTf'\J'tUrCe1'LA1'l"CRoIlAWteTALf'a.K)Qt 9-EET 0 \IotEH I'LATFCBl B NOT DE9C>>ED ~ ne TfUi8 S'I1:iTBl. ElCl1'Tt:IoI CCft) CP T1'I.I!B lB IE DE!DED FOI :lD LB l..Nl: LCW> 'Mal CN"AEl.SCP~A2ANCHWCEX42IiCHTAl...LITBl IR.C.TAB..E!RlOl5 AU.. ROOf' 'TJUHS 10 Ill! B<<ltEBEC En' A mm 1lWf.FACl\A9'\ f'RClYCe) 10 EU..!Nl G'FlCW.. & N'fRC'I'ED PB:iR 10 tefAL.L.Anat ..........."., ALl. TJUIll'lTO'B1OEEMS'ECOQtne ~ &a.EVAT1c>l9-EET!l lA wROOf' I'fTCHW,tfTelC:flVN.LTS1OBE 3/l21'fTCH&A!Vl2ACX1' PlTCHW{NTa1C:flVAlLTSTOBE~ffiCH) . AU. lR.SS.wDWAft! TO Be Af'PflCHED rrr lFtJ!!9l.WU'ACiUEft & t::E9CH3) 10 fESST WN) IJ'LFT I"l'eBfES BA9:D at l.CCAI... VIN) LClA[) &RCX:f''IoDntT,AS...E1iIlCW'O .. FlOCF B-EA'I1-Nl1O BE 11'8 O!B wmua=s ~Ja!D lP10 2A IiCH o.c. lTAEl.EFl!S03.2.UtlI ..IS'tW..TliH'O.fS&W..1. BENJTA&..LEDASEf'ECDB'tMA/f..FACIUE 'MTH oor L.E581}W14 F.AStBeIS PER ~ II'fl1E. ~ NEM IIItti'E WN:6 ~ no",S"ECIAL. FA8JBM3\ETHlXl8 IRE. fEOl.ft3). D'IlOUtt f'I'E! II...OCQIQ&W..1.BE f'RC1I"llEDTO CUT CA"AU.. c::a<<::EALfDOOAFT Of'EMoIOSlBOIH"YBU.& HCRtlBET'lEB\lSl'aE9NDlJ-EFlOCF.lAIXWII -.~NOwii:JON~1OBE-A8tK1n:n~~ Aft! NOT FECUED ~ NT. Cfl EXT. NCtHEAIW<<I WAU.!lCAel(l2.7..21 B..OCK1OFCt.H)A'IlCttB*:AlHAU..CCl..l.IHLEE.uB.CH:ER!l FlOCF't'e<<CN'81Ol:E l..OCA'TB)ATfENlFlOCF fl.a'E8YH:FE PflCN[)E1ElO.Ff.ATTlCvem...A'IlCttI'StXlOSCl.FT.ATTlCS'N:E.'Mni 5O-flOJ CF veaB AT l..EAST 3FT. N>>IE ne EAVEa cmeIWEE I ElO. FT. 1015OElO.FT.CF1l-E JJEA\FIlCl&.3 PRC7t'DE ~ 1 NCH ~ACe EEl"fItBt Hl.lATDl ~ ACOF 9EA.Tlfl3 'M-EFE EAVE VBmlAFE NlTAL.L.ED.fIl(l$3 ATTIC ACCeS811'W.1.. NOT BE L.Efl8 niAH zr-ar fD.Dt c:f'Et.o 'MTH ........ CP 3ONCKlLNCiBSTR.ICTED/'EAOAOCIllJBCNe ACC:a;8Cf'Bfil. ,..,,. tBLA.TE lAW. A. grATE CF aECX>>tlAWaP.S.CEJEA::l'tPA11'l1.lTAaENII04.nl2l&OI B. sr"TECF~~~GrATEaEftCltca:E. ~USE&IJ'1PeG:tolr<T1 J.lU~c.ANE cLlP6 . naJ&& l-IOLOOJ.HL.OCAt1~u.o.N. lli2IE! HINIHU1 OF I) &a. FT. OF RClC" va-rr1L.ATICN FOR I-lOlJeE t :! !lQ.. FT. ROC" VENTl1.ATla-1 OYER l:SARA6E... SYMBOLS LEGEND l't'Z2Za 2><h FRAME lI.LAl.L. WI &n.lD!l C==::1 2x-IFRAME! Ul.AU.. U1f&1\JD& ___ HTERlOR ~ lI.LAl.L. INDIc.ATICK iii elOCK lNolcAT1CN AF'FRO"YEP JOI&Tm;!l.I&e> l-lANC.ER P APP'ROYED ~IRDER HAN::;,ER l: RAFn'R TIE DO.I.N ....---~--- --.-..- --....---...-"'- :::-,=::==--=--~,Q=' ..",---......_<#'.-'- :-.--;..--.-..-=:..--- ...._..._....--u>__..__ ..-...-",----...- -"'--,-~....- -""_toO' _...... -----.....---- =-.:;::..::..u::...~-~ -...--"'......-...--.. --=-~...-..:.:..~-.- I 2A&4!M~ I PHCtE~ F'AX~ I ;. I'tfj ~. W':- .I 'I'...... 'iiEal \' w"--- I I- REVSONS ct..fV'IENT f.S OF 060107 HMO",", OR-D ROOF FRAMING PLAN scs A4 ~t ^ ,-c"). .~ M&TIO ....'" <,~::,/ v "'....,..", """"'''''''' I:LU.:~ ~ ,Y' I.lY\hl<> """"" '\ ~~,i ~j, .'1 . ~ ~~.~ ~jt ~------- L " s -:' ~ LL 11\ @f-~' ..""" ;; --.;; ~--jf:11 \/----'- @ ~"""'.~ ~ ~ i ~V - D~~"] (~i>"""" d..,) m1 ~ I ~ -<_ "~~.! - " f /~ 5U.IlTCl-IEe. ~ IGNITION ~- 6OllR:CET06E -,,~,'r <b:?, 1'-0' MF. TTl"'. oFTIOHALJ\ ~ STOOPLI6I-IT UV MAN DOOR OPTION . . .' . / <l ,.,'~ Ai: \ '[,\ , \~ ii, 11 , , , , .--1- @:@ l 1 \ ,: -h~' ! - , \ 'J L;J_c_~---j;jJ r-----------------------------------------' , ' , ' , ' , ' I ' ' , ' , ' , ' , ' . ' , ' , ' , ' , ' . ' ~ ~ ~t ",,---/ \~ ,/ , , , ' /;./ IQ QI f2t, ~ ' ",n "':I,~l[ 1/\'1 "-~ ~ TI-IL ~L-i~ 1\ ,~~. ~// ~ !"1AeiER eAiH OF'i I ON, -' ecALE>V<4' _1'_0' (14 x 3. e.l-IEET) ecAL.Es 1/8'.1,-,,'(11)1 H !!MEET) \ ..> RlJB:I: "",, ~ ~ /\ ,j ~ m DEN OF'iION ec.AL..Es v,,'. 1'-'" (1"',. 36 &I-IEET) 8CALEs 118' . 1'-0' (D x n &l-iEET) MAIN LEvEl.. El..ECiRICAl../HVAC. 6CALE.1I.... . 1'-'" (;1.<1)( 3b ~I 0""" 8' 1"" ecAl.E. va' . 1'-'" (11)( n &l-lEETJ - \ ELECTRICAL NOTES I~~~ ~1'YCCJ['Jf;/:ltlCI!l~WIWA""""'-=>.rrS tAL.LWCfIi(.TO~NDB...ECTlICAI..wu.ElI!OE9CI'tBLLDIJ't ll-E ClEJEJW..COl'TfVoCTCftN09-I.W..c::cH'CfUTOALLLOC.AL STATE. ND~TlCNALcx:oes. 2.~ TOBEfEVEYlEI), N'f'fIICNfDB1 A EEPAAA1E PEJUTl t&'ECJm ElYc:FFlaAL.HAWIJ~A05:D"ftUl1.2l 3. AU.. ..:TAL. PI'Nl a-w..L. BE BClCED.lRC. E35llUll 4.am...Y&~AFl.OUC'fBTOBE ~w_c.:,_' ~:'-=-w &NU..AlED!.f.Wa-Fr l.OCAL.STAlE,J>KJNATlCtIALca:ElCH"T1eI 5. N-L aA'\..Y flNI TO HAve AO.IACBfl' D.IWERS &. ALL FETI.9l AR flNITOae~ 5. KiN:: ~ 9'EC'D B'l' I"l'lO.eCT t.WW:a\ RRW::E l-EATNJ S'l'SfBI TO IE I'PICM:lB)'Nr1liR3"\..ACEo\B..mA.TBB9OfTO,I"'ALL~ WN-Ll-EAlB'I9TOBE 2 Ff. AFF. 7. 'IotENNSTAl.l.B.\ F\.fIU,CE!;HAI..L EENOfL..E9STHANMEFRCEHT. IO.Rl1.C. HOOU2l R::A WA CL-fRD R.JtW:S &\AU.. cx:H'CfII TO >>&'lL7'V&.B..ECTRC~!liAU.c:c:tFCRlTOu..1lKI59:E ..c........ B. EXTeICA vemlTO BE WATER I'AOCF BCfEBE), HAVE IWXDRAFT DAI.F'B8 &. ACXF VBlT CAPS TO IE LCC\'TID AT nE FEAA CF IlOCF ELQ'EYoK:NPOEl6iEl.I!. Q. SKI(E 0ETEC'TCH5 stW.L"IE PI..ACED ~ & anm:E ~ n-E ~ACHTY CF EVERY' a.a:PNJ NEA. DJ\C, fOQ2)\CftlC R3D..t 1O.U:t:E! _......._-_ TOBE......___....._._ WlTHPF&INl'r'f'OWEJIao..ACE m::J,ITl"EtQE&V<<THElA;oan~.lR.C.,~~FDD.2l tlN-LElA1l1.'M1,OR'l'Bl&R.t.NOI! ~.. _'. TOVBff TOnE ans:E. "..,10 12....!BEIr.CZDE D1&D2, WATERH!ATEfl9!;tW.l.EI!~CA STJWftDTOIESSI'~Al.OEJ'\....IoC&IE.lWtlIJT.2l l3.A1TICNEA9 'MTH fUI'l,I,CE ECU"J,I3IT EtW.L HAVE aE LDiT ~ AtD a.e 0J1lET NSl'Al.l.B.\ o.n3OI5.W 14.Al...L.I'tDECAa..ESTOEECAT !lCREOI.HJLefl". is. l.ICROWAVETOHAVEA r.a::C:A'TID20JJII>CIlCUT. Ml.Q.IIIW:IE Dlf'LEX cun..ETSoaEOlJT\..ETLCCATB)~nEBAOC:WALL. CJEF'Cfl'fAQ-I~(),I,ftA(lE!DClCf\NCaeOlJT\..ET'tH:M CPTICHAI...lf't;:L\ncHIJ1'STBIBSEL.ECJB),. 11. 11M FEO ElQ-W.BT RATES (Nl5UT'TBfr. CR 0CHTN.0.I50 PER T.Aa..E1tlDll3 A..FfIOY[lE 11M 1OOCAftflB\ CR 25CAfCCtfT.E>>W.ISTHOCO~ """""MEA afflCNl:e lIMeCI NTERCR20CCtfT.CFY EXHAlSff'AN~ElA"IlflOCU9 ,..,'-""'" MEA lRC.O-PT'I9TAB...ElUDJT3&.CHAf"JBl18 1afLS,C.Q.p'f'l9TAB.J!~&.OW"TER1e ,I ELECTRICAL LEGEND: ~ """'" -<J>- """" .... nftE.-wAY SiIWI"CI-I -9- lXOfTR>:I\re Q- fE<:e9!lED CAN LDiT FIXT\II: '" ElOWBT "" -$- lXOfT F'" @ """" DEIECICA -+O\IL HOEE EB -+-QASEB KI '""'" OUI\ET is """'"'" """'" o.m.En II "~PAN3... c:I:i::l LOWV'CLTJ.Oecx::e.u.tCA"TDePANL (M.Yf"I(QOJe I .::::0:::::. \ ~RmFE!lA!l!l"EC'a ~ OPTa..ecWA1..l.I-EATCRLNT ~ I-EAT~/f'AHcaeo c:o TlEAUOSTAT ......------- --.--- --..----..-..- ===::a''::-==~:=' ..._--_..._,,~- ::---..~~.._--....,. :::::::==-:::::a"f;:'7S "'" ,,-'" ..-...- -----.....--..........- --...-.---.... - q --....,,-....-....--.. -.,.----..-.....--- ............:_.....;..~-..-- r ...... <LACER"- I ~~CIlF'~~ ~..'..'lV~ , . ~--. < , ,: . '- ~. ;1iJ ,,' I- . I"""'\!. ,.' Z I- ~ ' , UJu... " '~~d UJV) t"\~ 'vUo::::!"" " (Y') ,[ UJN i :r: r- ,I I- .. ~. II FEVlSIONS ClflAENT />S a= 060101 ~zooe 1 ] AS] OR-D MAIN LEVEL ELEC PLAN ""OS .. . . .J . ./ ~~~ ~T~Tlo ~~~ P"AlELKAlLED\lII3-Bd TOTor~Tl!- '-TOPFI-A'rel.>>'6 I tII-lAU. ~ 'AaN.440 ~i::1.::~-1 ~N.\I:l'G~~ , NAlI.... !"...ATE {)JIIoo."'.O'C"""\ /Toe-NIoIlZP On- .JOI&T"":""-'1.1 M.....cu=-j _~ 'l ~w TO~alAU.I-lH!:' L TOPI"\.All!~ &I-lJ<U..~IiAIL.1!D (8J\6d"i!A6"E ~OAYl..J!NCof1.4 a<-'ICI! OF-lNT_~">>Ga >lAlLEDlIII3.i jEA.~ 'flOU!IO. __ ~_.--L TO~lUAU..Lzt,E v . I~ ~b"""""" ~""..-u.a- -. HlI{...~ TO eAACE w..oL.L I.HI ---..... ~~'.;b-~ : TO TOI"' Pl.f"Tl!- -'~\ ~N.IO'GTl"~ r-.m~n r .{"""'.""Ol;. ~'~_...."""o .lo1l~T",,~1!" _. l!d.....~ TOeAACEIIlAU-L...E;J--10. I I I ~ he. TOl"'I"\.A11!~1 t1)i..i>EFI &l-lAW-I2NAl1..W, NT l!iRAc:r:P.oNEI.. (e)_.E.I...&~ NAiLl!:OUII3-ect a< &1"'1..1= E""-tr. " rr L"w.~= lUJL15l1'"1l""L-ATl!l)eLI(. . . '~''''d'' ""ar;:;.. , uu,~ I!A.MY\.S'<clo~ Of'M..~"".o>eL. NAn...ED\lII3-\6.d INTERIOR BRACE F'ANEL ecAI.~V"'O.oIlC,.&I-EET' ~1LV:~(~lxn~AL ""Nl..t.~.w>.).~.~T,aaJ!~m""u.m 2_ NTeJliNAl= ~&l~~""AAA"Il1Ioll.!l.,..m.lltl.s.l'llf>cnJU' TAa.l! ..",m3(\)'(U ......ENO""E~~ TFa.l56ESPEFl': . TF1Iee LAyQJT Hl2IEi SEE ROOF FRAMn-t:S ~'DNENTW PLAN FOR ROOF e~ PlTCl-l CALLOJTS ~'D1\tENTED ~r"''' w"'..........II~l....' &Cf'FlT :i:1 fi..... OPT1CNAL 6><21 . "-'-"-""''''' e.IDlNG~_ ....c" lNel.lLAT\cw. SpeCD "'''''-EO ~ elL.1. 6EAL.ERUIDEI'!:rl 2xr:-_T.I"'l.lDD elLl. Vl' pIA. ANCHOR eoL.T& .60'.".(D.c....1.lNTOR>lD~ NOT MORE TJ..ltIN 1'-0' F'f'lCM END a: FLATE 'EC"'" lNeULATICN PER L.OCAL CODES M !!IF'EC'D ROOf' r-a-teRANE TO ee A5R-lAL T 6I-IINGLI":!o 0V1:R e.1"lOC'f' FELT OYER PLYIl.O &l-EAT~ FF<E.~INEEf'lE:D naJ!o!oE!oPE~~ LAY,,", ......... DE5l-""'TOP~ ,,...enJD!o ,Nel.L . DFn'\UALL. ~e.F'EC'D Jol5T AN,D'TFaJM PERPENDICULAR TO BRACE W4LL LINE ,-...,.,""-~'-! " ~'i I H 4'.C'M.~-..., 'JLI2)' II ~ ~ ;;~('''=''''' ~II II ~ I'J!ld~~_ ~ ~ I JOIST AND TRU55 PARALLEL TO BRACEAUlALL LINE. :::':~'f"_~'_.LJ . ;,.~~~ ::: '[I" ~"::I~r' ~:;. I'J\kI.....O'C" ,... I~ _ . e.LOCKN:loTON! ' . TOI!:~I'J_ 11 U-END- V p _ '" " '~ t1!m-IOO"UD&~IUAU..~n-m6 t1H.~'THlCK\IlI&TlDe.2-<'o.c.. ~l..EDo- 40 OJ:;.. E06E& . \C' 01::. FlEl.P TA!lI..J!~J r-e-Tl-lODlIoG~eD t1lN v.z' GTP eD EA. e~ 4'_'" \!:II" t1Jol t1' GYP eD eN! elDe "-"" I~ 'AO~1'0J:...~ ""'OfIltV4~lT1"I!ll""e 1/:2' GYP, eoAF<D TO GAAA6E el~E .FI~ ~~ ,,...yp.,,,,,,,,,,,m7' ~ CEIL~ lU-lEN L.lvll-k:S&F'ACE A6O'Y'E .C~~~~ ~ ~ ~ " ::-1K.~~"~H.v.z'G~1!l[ 0 NT.-..a!~MoEl.. - Ii.olJU'!Pll,lI)-\kI~ l.1In11"!J,~ TO~ ',~,&TP.4R.AU.E1.~, " ,~"'c:l.""O~", JOI&T~o:::>..l.AR, 'O-=~C':' g' 0 I 1\ _ . ~'"""~;'" :, eELOW,-.-,':'. OEl""'ll-lCl-lECK LOCAL CODE&.. Of'TlCNAL. PERIMETER OAA~ ~ LOCAL COO... l-lOR'.~.,_,_. ~.. _._'" -= . A& REQ'O / .. I'~' ~, 0~,:.~:x~~L eECTION ecAL& V",'.I'-l!)' (ll x n et.lEE1) HQRIl.J'YERT. F<E~ A& REQ'D ROCf'ING A& eFEc'D ,.....----lNeU...AT~ PER LOCAL CODES PRE'~~ ~e. PER ~ LATCUT 1/2' GYP. eot>RD . FlfO:Ell,lAU.. WALL lN8l.LATIO!'l PER LOCAL. CODE6 ,,, b el\JD6 JOleT ~ A6 e.F'EC'D ~",OTfCsPLT,ORECUAl.. FLOOR. eo-EATlNG FLOOR FRAMll'lGI .Ae eFEC'D BY PUN FLOOR. IN6ULATl~ FER LOCAL. COOl": (LATI-lE ~ Ullfi:E elJF'P'ORTJ '" MIL aLACK f'OI- 'f'ETI-lEL.ENE G.RCU>lD c:.ovER LAP . u.FtAP UPl'."oMIH. ......___CCMPAC::'reD Of<: lJ'.lDlenFZEO .-- EARn-.!. GRADE TO oAAlt-l @~;.~~,:~,.-::,~TION (!-eTO."2Y)_ ecALE> 11",0.1'-'" (n X n e-4EET) =~~~-^.r UI'T1-I1AeL11.w:>:J.3l'V ----.........8 l6dKAlL.,",'O~ /"'TPelI'1~INllTAU.EOH , \ Jt ~ANCE~"",:~ ..:".~P- . , I'Y1 lH&TALLa:>IH~ANCl! '1' \IlITloIT.AaJ!Mn.3lV ll<lH.4IL...od (ll<lH.4.....b.Ot;..o.IALL (AU,......ueLElX.e&J m<lI1lHG~NOTo41 .....ueLEDGoEe '~I ntf~I1">F.....~ nFTAIl '. /"'TPeU'1 ~ INllTALLEO H ~.lINCE utT1-l o-PT 1 ~/\lOClO&~T\lR.ALP~ l1.H.. 00 . ~~ IN&TALLED IN ACCORDANa! . .K~. . Ulfl.lTAeL.Ewn.3lU I;/\'O".......~, ' l6dIUIL.2.-400c.? (Al...LP..u-lEL~J _~._~ /!ldI'lAIL.t10o.c.c.lALL FRAMING ~ NOT 041 P.Ill<lEL EDGE& E:i~ ..lLicD &~MAL pm. - . ...,..J:--- H&TALlB) IN ~ANCE IIJINTAeL.I!.64l2.3(LI ......1-.,.. r"""""" nFTAlL G~.:~,~~~ ,":::'RNER FRAMINCiJ 5CAL.E>In'.j'.l!)" (II X 11 tlI-EET) ~~~~ ~~~ eL-...., _ plTCI-l CALLOJT6 ~'Otva-ITEO '\, ~\\' :' OPTIcttAL. bxn . . ,':' .' :~-' 'n;: .. RAINGtl../TTEFt ,; w,..;E~~Q'D :'.. ~ OPT1ON..,:" FAe.cIA ROa' HEMBRNE TO ~ ~T !oI-IlNc:;l.Ee.. OVER ~. ROa' FE!. T OVER Pt:T1I.lX'D el-lEAT1-Iki. ' PRE.~INEERED Tl'a1&5E& PER ".,.. PUN BAffi-E _____DeL TOP e ~1/2' GTP.eoARD lll.ALL1NelJLAT1~PER LOCAL. CODES elolNG.Ae ....C"D ~.ct1PACTEP OR 1.N:>!&lURBED ~GRAPETODRAN. ------- 2><6 SnJ;lS JOlflT I-IARD\l1<l.RE A& flF'EC'D ;/8' PARTlCl..E eoARO ~TI'1ENT 8ENEA11-I (YINTLFl~CN...T) V",o Cl:l"lalT eo (TILE ONLT) 3/",' TfCsF'LT,ORECIJAl. FLOOR. ~TINGo :bee.oL.EL \ SILL &EALER LNDEF!: \ \ :.P::::::~~\ . b'."'I2)J::.."INTOR-lD. . NOTMOI"E ntliN 1'-121" """'END OF PLATE eE.CTIct4 ~ ~ " /:=Fl.~FRAMmA&flF'EC'D Br PUN _______~(~~W~~) :be CRIB WALL u.v eTUDe "-Il-E "'.W =,,,.. W/7--*"4-}/(JI(Jz. ~ r ;, h MIL. eL.ACK POL YETJ.lEL.ENE GROl.NP COYER LAP . \LRAP UP 1'-'" H'N. E .;;--~: :, eELOW F.........., DEP'TH.Cl-lECK. I COCAL coo... I' --.. : OPT1OHAL PE,,- _,....... OAAlH.. CI-lECK L.OCAL COO... I-lORII./"v'ERT. ~, 'iiMii::JiiF'rZI"-nP'F"''''U- Vtf,cn9 4-t"'~.e. IF u'AU; PT6./I,rU 8~:~~rX>hW~7L eECTIOi'l 1'",/lM J8__~ ecAL& 1/",'01'.". (\1><11 &l-lEET) "n' -oPTlCNA.L. CRAl1t.. &F'Aa: DRAIN TO 1'<111.. . e.ACK 0' w.AJ..L Cl-ECK LOCAL CODE/!I. ~, .....-----...- --.-.-- - ---...-..--. ....""......""""_........-.......~- '.,., - -.....- ...__ ' ,.. , _ "'A.u. -------...... --.---- .....-.....-..-.......-.-- ~O-;oia......., -, ~.='==-,--::=s: == . .-- __..._..-~'.._,___.. - "'I ~..-- . ...--- ~":.;.;,,-I.._~-- 1,_ 1A84rM~~ m;:tE~ .FAX~ " r-. Zr-. UJ u.. u. VlCJ UJVl . cc:: aU'<:t I UJg] , 'J: ':. I r-- . 'L- 'I' ir- .' I ~,I, 1iif.1 ] L~~~oo= ] 1 FE'IlSlONS HMO',,", OR-D BUILDING SECTIONS HCS D1 ~ . . . f'?"lE_HAH"FACTUF<EP CGM"1OI'l TR.l58. 24' o..c..FERPI....AN . 4' e<,.oc;KlNC;o FER I"JI'<NACI!MANlFACn.II"!!::l':t IN&TALLATlCN REGlJIRa1EN'TS .:-:1' ;, c- 7" '; ;, -..--r-- FlNl~6lJF.iFAa: DRT IllAU..EP.PL el-lEATHEO 7)(.001 """""""'-"""'6 2Xb EXT.WALL ""PONY WAl.L FlNl'*'ED &JF;J'ACE l ----~-----~'---- ---------,,-- ~ --------,,---------"-------- elJIL-OCO\..l.l"'t>l- - TOCEIL.1NG .o-FKCiP MA-e.iEi=< CLo-e.Ei -e.HEL vlN~ ecALE.o l!4' . I'-I!)' (2" X 36 t>>Ii:.ET) ~ W' . 1'-'" (11 X n &l4EETJ '><4TOI"'le LlNEfX-Fl.:rUo --'-- 6I4EETINGl. &cRles--- :1-,: 0.---- RADJu&,et.oc.to::. w1TJ.l2,,_t1AX1M.I'1 OF'l'-IZI'OC. .ARCI-luJDfl.l"'-- ~FRAMi::D -0 ;r:=-" - 3/4' PL YWOOD e.HEAT\-l~- : X ----: 2x4e.uf"F'ORf!oN.AII.I:D~ -':_o__tL \ "...""""" COLJ.l'''t0, lLRAFPED IU1"LYlLO.el4EET~ _PRTIllALLED "" - ,--:= I -'.. "'41:) --.~ .. . ~ I i__~m_m__mL _,.___mn_: + _L l,.-o: , ./" ;, . FlNle...lEP eoRFACE- . TOMMCl4 ublDaIJ e.1U.& 1x&.~\J'-lDER---- flNl8I-ED euFOf'ACE ~~~~ CENTRAL ~ CLEAfUiNCE& &l-lALL. BE F"P.O\IlPED lH .ACCClRP"lNCE lUn-ITt.<ELl5TtNG,olNOT\-IEt'\AN..FAC~ IN&T~T1CN fO'SGlJl~& "-=' ""'''''''''' 3/4' PLYUJOOD 614EATJ.llNCo I' ~ L.OCAL IN&ULATlCH ~aJl~S 2l<4R.A~euPl"'OF<T ~~.~~ ON (iJ ~~~D CCM1C"I,~ \ \ ~~"'RER ,I 'I' ""ULLA'"'' "'''''REMEN''~ lfiACI i :::-':::::7 ' . ~ ~~" =-OOIT,,"~ " \ II II ~I-"~~"" ~~:'v~,~CE FLAiFOi=<M .oEiAIL ecAl.E, ve.'. I' c n H ~'"><b'-:1 r--1'la'-'" Ie'Wlpe.., ,~ 44" AN::SLE- O' CCHP<>><> 2ID'lIJlOE ~ ;, ..!::2.: ~~l'>(b<--"""":_..... - --:r:: ~~:,~;;~/tlSC .'~_1 '7"M~. I ,....Fi:EDO::E eAeE ----,,"I ~OPTICN-~ --7'';l 1';--' ~'--2'><b'~ 0~~:.~~~.~::,~IL &cALE. v,,' . 1'.10" (11)1 t1 &l4EET) NOTE, NOT CONeT;;2UCTEO ON BUNa.ALOW F'LANe" -J ,----- \ "..,1- .'-lZl" &'-lZl' f ~. . ! s ~ " ~ l h " , H -, , " Gfl!,~~~. ~!::,~f,-M i=<M)f.oININCiP FAi=<iliION ec.AL.E> V<4'. I'-tO' (llX n ll+-lEEn "'-1' ~ 1'-'" ~ 1'-D'I~~ -I.-' ~ , s currfNG LATOUT FOR CRAFTSHAf,' COLU1fN TAPCRS. TO." & surTOH ~-;~~-;~~~~~~~-:-:I!:~~,.:::.::. m Mu<SuRCHC/lTS RCHMN SAMC ~ .",.,,,,,,,,,,,,,,,,,,,,;,;. ~ PCGARf)LC'iS OF HCIGh r. ~ ~ EXCE"HATI"""" ~ ~ ......- REI.CCAreDJM~FORg' T.P. ,1:-2' .1'.1'-2' .,......./t).TP. ". ~ :~ ~~ ~ r' ~ BASE ~ ~ 11 J DOJCS FIR 2 )I " HIIII ,.,? rRAKr.~, Arrtx m ~ SL4/J VIJJ1 RAM SCT. TIC TOPS TOlICTHER ',IITH 12.4'10 fIlSIDC. " ATTACH PLrv!]{fiJ rJR 3 1I2!~ "~ 1'..2' 1,'1 1'..2'~ln' OPTlOIIAL ROCK. 4'~'(/)' , 1'-b' M ~ ~.... 'U" ' ~;,;':; ---~&" .' .' MA~AI.. .' -- ~ - I'" )14' F'l.YUl::lOO 6TN<lDARO 5ASE f<EDUCE eA!>E 4' u.I-lEN ROCK Ie. TO eE ADDEO .. '< ;: -1 I 31<4'~ ~~~ 11 .~u ~~~ " I "... PLACE rT1LE - G:t1,~:.~:.~~:~)Oi=<NEi=< oeiAIL 5CAI..& V4' . I'-D' (II )l n &l-lEET) NOTE.' l ALl. MATERIAL 1& MDI' 1.NLEe.& ~6E NClTED 1.. ALL D~'CN6 ARe APfi,ClXD1AlE t FOR ~CNL.'Y_YERlFY ~To~TlalCT1Ct-l ).lNOTAU..f'!:R~ACT\.IFi:ER ''''MY, 1, ~ ,.J. rh~~:---"" 'I A6 eFEC'D _ . I r-:T1LE A6 ,( &PEcU=IED ~ /1 !d ,!~'l'-D' ~ b'.4l1.l' I FllQER..ACE PER e1REP1-AC" -- i t'~ z . - ~ - ~~~ " ) I"-.'l"\ , """"=."'" - 31<4't1DP I'NT&) ~ 4'CROJ,NHO.Jl..D"" . ____ L-J ON Ix MDf' A6 ~C'D " ----, ~ 1\ " , r-""'HPF 3FLureo A6e.FEC'D --=a-~'b "LE rAO 'PECP ~ """"=."'" - """ ....-----..- --.-..- --.....---..-..- ~..~--_..._--.~~=. ==...~-=.:.:.-- ,...._.._;....-.uo._.__ =.==~~===~ --------'-"--- =--=:,,::-..::=:...~-.., ~",----,",--..",..._.. ~"-==-,",-,::..""'''''-- 1~~~~1 FEVIOONS CUFlFIENT /JS CF 060107 l r"'"' OR-D BUILDING DETAILS EECS 02 PANELS INTERIO~(rt,~~_BP 30%) (ZONE Dl ,_ _ __ \ \8 18 .' !lo'-)' '" 8'-8' .' )'-&' ~'-.(.' !lo'-\iZ:l' .--- ;~ UCTURAL N~~T~~ STR,."..~ ~"" ' ~':'1nr:i...ll"ltrT~F'IIF ' >1'" -....c,.....-""'p"'7"',.v""" An<,"" ""'" ~"6'''. .~n~~ "'0<0. ~ AND n A~"" ,rn-J e.l-EATI.INGo 0" EB~~&Tl"/l.IC.. 6P CO HlN. !;JIb' TUDe epACED 8 EDC:oEe N:::" ALL P"*lEL NAI;d . ~: g:2 IN FIELP .w.s. . "'d,_ JID~ ~Rf>C,l02.3(1) T\-I~' :"Or....E.. e~" ,~ ~,.NE 8 ll'>I _~J1~O ,=V.'!'\.I ....A"FO ElPH_ .-, . Pl"t:JIllk'fOn p e.HEET 51 LED FER wMn.l - cl-lART lN5TAL ~R6I2'2.ll1>~~TO~T EXTERI~ETAlL. ct{ p. 'e r::l~aNI...~c:Nlb'or..em.JD eJVI6' el-EAn-l eocsE8 JNC., ,6Ll. PANEL NAI~ . .4', ~~ IN FIELD ~lZ'2.3(l) ed.1:2 (l1'J.JI1'J:3(U I GReG T AeU: =!'"Iii: PIlt:iEl. 8 AI TF0>lATFL.ENGln-l 32' !NTe. IN ORJ IN. F"ANEL (. V..oI PO ANEL END H1,.,y.,1 F !'>TDRl' T6 EA p~cc: . EA P n.;.AN (() ~ "-.ANCI-lOR eoL Do.l.N Pcv' HOT LE&& 1. leoZl0\b TIE, _ IlJITl.l ~TOBEI~~ eAR: TOP 4"" 1 !\TaR'Ye wiTH NAtL~~ FOlHT8ANEL I!'.TMt?'<!T eoTI-lFACE ~T8 ENDOF'P p>>s. ~W1T1-1 (3)~EVICE EA. ."~O~IbTIe:DIZl2.l1Z'''' W1T14' ~R6.' ef>AClNGI PER IRCI ANEL. o.c.. 8nJD Q1rJR -='A'-F ~~ eN 24 &lDEa OF A WALL EJ:::;:'W.=::;'r~~ONE'~E "'A HlN.~'UI-IENrr.eT PANE1.~ARAR6l!:l2 ~.""=..,"""O<<&C . '''-ALLPANEL IAUlTAel.E &< dNAILee'" 0 TTACI-I'1ENT ORIb INFlao AIV"'~.,.oc.. EP6E8 AND 02JtD..3€lJ FRA/'1l>>::S rAeLE R6 t ~ I~TOFl...~ FA&~ I'?AmYI IAWT~" - - A 40'-0' 8 . >i1:C~ 1:; 5,~~~ ~ 'In ;" I~ .\(1)\ D 1,- Ii\- 'I:, G~~' Lj I~JJ.. ~" . /'~ 'l" _ ~/ r, ~~'~~i~ 'i 8 I....~- - ,- . ,".EEO'_~_ \'_;__, -, " : I .~ ii' .' .,.[ ., 'i ~ '-~i ' '8 . . ...___i,- '8 81 ...e' '~~88~\i;~----'" : , ...--- , . -.-., "'.- . ~"",""O~ , ,. "'\.,_..,.,- ~OEEO' : a8 "\ .. , 1.'-. i '---, 'c , :: 0 \ t-.:-.:-.:'_________ 8 8 " ':1'':1 '" '" ':: '" , ~ ~' , , L_ '? 't N ---------i \ EJ --~~,~'1 'B~ C I 2iZl'-/?I' E 2121'-0' ,I , ef-l5ARu.JAL.L. AIN I=L.OOB"" M 1'''''(1.4X3~) oc:ii:i, vv::: 1':"" (UX tl OCALE. 81 8 t /-----"---------:.t~'I-- 'ro>- _"_____ l..~_________ .. \ r---i: l { q 1....:-_ ~.:'-' F'L.AN. , , r ,~. " - _.==....~:s= .:::.."i:._..=-.......=.."'.==..'"-: ~-.:::.-=_..... ==: .......-~"":.~ -===aoOO;:"'.n:=.._:=: -=-- .......-..-t"'--IIO... -=.:---:"~...~,;"..,::,,,~ ..:=r..:-...u;...~~ ~m "'-'CSOF\. 2484SW ~~ ~e '" -, = t-'- Zl- L.LJ u... ~UO '~V"I a::.q- :QUm ' L.LJ N I"- .II l- -. .. :-/ _/'1 ] ~ - --- - -- II AE'IlOONS \ AS CF 060107 CU1AEIfT J rOR-O PRESCRIPTIVE WALL BRACING EECS 51 . 6- . { ..' .. ( .' ~p ~ Hanger Detail '~Hanger Detail Verify copacity and ~fostenmg requIrements of angers ond connectors ~ / Be sure to check web filler requirements f~r hangers ~ Web Filler Be sure to check web filler requirements for hangers. .... ~ ... ,'.- ::.:,-:' . . . : .VeritYcopacity and fastening requirements of hangers and . cOm'lectors r " See I-Joist Filler Schedule for fi\1erhlockand web fillersi%e..$ lP;.. I Oesloned By. Jon Sumoter - International Wood Products \ I N/A" TYPE QTY._ I SERIES J DEPTHw ~G1H I _ I-JOIST 2 ILPii~L 9 1/2 2 1 1- 1-.iJ.5T 16 LPI18 9 '1f!." 29. L=-- l-,iOIS;T 6 LPl1B \ 9 112- - - -i-.~3" I N/A I TYPE , ...,. HANGER lOTI. 52 I SERIES 1n-39.S I t.4ANUFAcnJRER I NIA Simpson - -' I JOISTS MAY' BE ADJUSTED MAX 3" TO CLEAR PWMBING. I JOIST c..:::OU1S MAY 8E RE~'~EO. t ! '; i T; !! T@ 1-; T'>-'C 'j " ' \ ! ! " '! !!!! 1 \ j 1.. j \ \ \ \ \ \.1':! \ \:w ;~\ \. \ \ ,\ \ \ \ . . . j' . ,'*" "/ . I' 'PO.YWALL'BELnW' , , L,-l._,L._ _,.l,_L, 2_.L.~L,-',-, _-L,. _.L!-1. ,L_"'--,",_,"'."I'_ .\-.-1_,-\. r"l'-'r--;-'i"uPa :t'9iA2';lf1t,,~'-'i' 1--- _.~ -:. 'i.-t'~'-"'I-'T -I--\" i i j' i i i r i.'1 'i~ i i '\' . ".i ! j. \ \ ! i ) ! i ,,1- j i 'j \ -i i i ! j j !! j!! j' j i j! i ! ! ! j ! ! j"", j ! ,. ! .! j j"j ! ! j ! j ! 1 j j j ! i j ! j . ~ j j ! ! j j ! j " j j ! j ! j ! ! ! ! ! i I i I I I .LL,j_.i._i_.i_L.j_.i._j~"I':!t.LLJ'~<jyI~i_.LL.j._.L-j_.l-L.j_.L ,~,_,~,~'_~r'_I_,~,_,~'~'_'r'_I_,~,_,~'~'_'r._I_'~'_'r-.~.-._-_.-._.-._._.-._.- I I I I I 'I I I I I I I I t. I .' I I i. i i i i i '; i i \ j j 1I1~~~'l!2;'; .1 : i i. .1 ! i I I Ai I' I I i i .! ,j I j j ! @i9.2"~.c.! J j i j ! r I ;~~ I I I _,..1 j !.J !; j j . I j! I I i j j !. I I ~/33i I j, . ',1 ~i i i i i ii, i i ~I' _IltiX.CJIJ2'<:-"-, " I l.' t I I I j 1 I I .h~' I I I i ',' 1 r-@ ~9.2 ~.c.: ; j ., "!,.rf'NU' : '^! i ! ! , . : ! I \.! ! ! i i i I i I I ~ I 1-<"\ i I j. Iii ..,.... A ~ A ~ A A'A ~ ~ A ~ A + A A A ~ + ! ! ! ! ! ! , ., ." I ! j ! j ! j -,(,~'?.cfQe- j ! j 'j j j ~ i ; i i i i " eO"" ,~. ~~ ~~ ~~ ~~ ~~ . "o>~D ~ Begin Layout... . 'r @ 19.2 C.C. ' GencralNolM ,. FLOOR JOISTS TO BE 9 , /2~ LPI '80 '9.2~ O.C. TYP. U.N.O. 2. OFFSET JOIST MAX. 3~ FOR PlUMBI"'!G TYP. U.N.O. ~lNmr.(\Tr~ _ni<;T (,'II ClJll\TlnN. ~IND1[1l'.T[S D:t.I.' CRC..ULAT!DN. ,.,..... 0~~~ BOAAD AT WAI..I..S pARAU.fI. @ ~....Jr~o1 T:~~ DETAIL '" FOR tfil\ BlDCl<lHG P-"'IEl. SEE DETAIL 63 Fal ~ INSTALLATION lNFORWAl\ON.. @~~=~~.AIL E2 FOR AddlUon~ Mati. 1. I-L.WA'YS READ PRODUCT BROOiURE ~ INSTAllA'JIC:H r$ EM' PROOlICTS. . 2. RfFtR TO.HQ..E Q-IARTS PRIOR TO DRlLUNG PROOUCT. J. THIS llOC\JlolDlT IS lNTtNOED SOL.El..Y AS.A Pt.ACa.IEMT PlAN. IT IS TO BE REVIEWED BY lHE EMmER Of RECORD AND t.lIJST lolEET H1S,fflER .-'IPPROVI-L. PRlOO TO lNSTAllATlCH Cf OJR PROQUCT. . 4. THIS OOQJlolDlT IS NOT TO BE usm ASA REP\.ACEWDfT Fat YDJR ORIGINAL SlRUClURAL PlAN< !5. LAYOUl. QUANTITY AND IDlGlH TO BE ~.BY CONTRACTOR." .. -..., '-- I CONTIl."crOll.lfll"MER TO VERlFY CORROSlONPROTECTlONFORH"NGERS fIlOM PIlES5URE.TRE"TEtl LEDGEIl.I5lU PlATE. REFER TO sIMPSON S'tll.ONG- TIE UTERAT1JREo!.PRODUCTBvlLrTIN 'T-PrwoOOO6' FOR MRRJER Of'TIQNS. I "L.l.ROOrl-U"D5"~~UMtO I~ RF"RllNEX1"ERWRW"lLSU.N.C'. I\fOf& ~ S~ 5/f. A3: ft:1K /ltNjWf/(.a) 5UjJptJXr f'r>><L. /tAft<~ ~.f. -......- -- ~- . - ..;:;;----...- ----- ~~ '--;:----. , -------:...... fN5VRE 18" CLEAR FOR CRAWL ACCESS, ADJUST L,A.YOU::r-A?J'~EEDED TO A MAX ADJUSTMENT OF 3" OTHERWrSE.~J?D ADDITIONAL I JOIST FLOOR PLACEMENT PLAN SCALE: ...u. r'. ~~,;.:~";f"~:f~..~~,~~;"i,;~~~~'~='i::',.,s'-;:;,L}.~~'..:.'), STRlJCT\JRAL.F'flI,lHOf'L'Il .- . " . . . ., ... . ._, . " - , , ~ I i=~ c I >=0 z~ I :<~ " . 5~fii~~ . "'i'!jB"(5 I J;!~ ';~m C~%:::lt ~~~ 83 , l/) Zo>- ~>--<Il a...zOL>- >--Q~o C5~Oc::: ::::t:c:di~Cl ~~ec~g5 <(....J c.::lU ....Jzwzw ,-0... 0 lDWO:::: '::i"!~lt Iii :ilh;l~ : I !~~~.i!i"> II ~al~ 'ad~:;, I n'li i....~ \ ~~IU;i.Q~il ' ru,gb..=.~;!\!!" : '\ , .tl .:l g-;-;t: "'" ",..,'7 ~~g~:n :~ ."'~ '.;. ;~" -,g,j~- ~~&~~ , I- 2 W- t/l1Y WO IYOI- O--,::::J t/lu...O WI->- ::;;u...<( OW--' I--'I- W,(/) 20- I W<(Q OIY 1 >-<( I <(0 I I r F '" i~L$ ... c 0 ~ ......0 Z ~ >-- ~ W cz C '" Z => 0; ~ 0 >d,> .S' ~ ~ ",,,, '" JJ i: JJ O~ <J , i ~ I, ~ ~ . ~ ~ ~ 0 ~ Q ~ ~ <: 0 ~ S .. z l i . JZ I I -- 1 of1 " :/ / Hayden Enterpnses, lnc 2464 SW GlacIer Place SUIte 110 Redmond, OR 97756 \. E0/G0 39\1d 5791 PumIce St Spnngfield, OR Lot 262 Tn Whum It May Concern gale contractor services a MASCO Companv "' Thl' lelter IS to venfy thdt (,<lIe Contldctor SCIVlce, lI1,tdlled 1220sqft ofCerlall1Teed unfa..ed R 'lOXI9 balt tn;ulatJon secured wIth tWIne dlld pJumbmg 1<' propetly lI1;ulated d ~ contracted at the address rcfcren..ed above Wayne Ru,h Produ..uon Mdlldg'-l Gale Contractor ServIce, 503-390-1200 POBox 7261 . 4564 Rldga Drove N E . Salem, OR 97303 Eugene (541) 684-0164' Salam (503) 390.1200' McM,nnvllle (503) 472-2311 . Fax (503) 390-1275 CCB #0113362 / 58A5 ~018\1~lN08 3l\l9 sa I05EE0S EP L0 800G/P0/80