The URL can be used to link to this page

Home My WebLink AboutPermit Building 2018-01-29OREGON DEPARTMENT OF FORESTRY EASTERN LANE UNIT- SOUTH CASCADES DISTRICT U � a fi x F r� PROJECT TEAM GENERAL NOTES PROJECT 5 DESCRIPTION z z a= w w OWNER I. THE CONTRAA�RSHALL FIELD VERLR�m VERIFY Q U LLF—a 0 Q U) U W / awTO "Th ANY The OKI IRA holllog is warehouse used lar storage and maintenance �O�// LL .' O N 004- l NORTHWEST OREGON HOUSING AUTHORITY 0LL.w� G V O 147 5. MAIN AVE. To CONpxUTED RUTH shop far Na Oregon IS ... BUSH Of Forests SAUDIS cesraaea Dlstrid LL I— O Qn WARRENTON, OREGON 97146 FBI GXSN opR ARE TAkeN TO THE FACE OF FRAMING OR GRID UNIT .sale. lane unit. The project included the aaalDlon Ala naw DRUM hamin9 T: 503.994.5034CTION MEANS AND METHODS ADD and stairs to acres. the aler.New Sh.alhiDg win be inarlard as needed. All TOGO JOHNSTON CHAT F MAINTAIN THE STRUCTUREAL a ONu L un ROD Ve CSI FAGEING UYSTEMS ARE COMPLETED. CONSTRUCTION .In rvuuTERAL Nle framing should remain, U.N.E. 4. A UIVATUR SHALL BE RESPONSIBLE FOR PARIFLATILL" AND TOODUCATION OF ARCHITECT SO D CUT sEauvuex" BERGSUND DELANEY ARCHITECTUREQUIuxwClsrnGs ONsmucnoN AND xsTAcuTDN OF EQUIPMENTCO AFCC Applicable Codes: AND PLANNING, P.C. 2014Oregon Shrctr.I Specialty Coda(OSBO) 5, TRALBERMITS POxs NGRULTOTTURNTOR- SCIAGE Etc R. 4 D, IT Energy Efidency Specially Code (OEESO) 1369 OLIVE STREET egED, Code (i 'N TeQQ EUGENE, OREGON 97401 "EdOaMreon sFq 2014 Oregon penally code (ofdsc) - _�T❑ T: 5AGEE,.6661 X5 -USER SPECIFIC ATUALS Arco NATES SHALL Ty AL 'Aca"'."FRR 2011 Oregon ElaLtd. I Spetlally Card (OEBO) — ll / MIKE MAGEE, All GODERAL NOTEsnxFRED TM Bolt Oregon Plumbing Specialty Code PUSHO f THE TONTRASTORSHALL BE EF$PQNGGA FOR SAFETY amAROUND AREAS oFBUYER VSHIL IEJOR ISLNPRwREss ANDuxnuoBCOMPm IQN CAnatmdan Type: Type ON Occuplency Types_ 9-1 SHELTER S- HEREON OR NOT AN TO P��TTHEC FROM DAMAGE, THE ROBLYNEUVOR Fires lithe pn: Net Spflnelea AT ORRUPPERPREPENTY Year Of Ponseraion: 1944 _ a An- UNAFTEUG EXPOSED TOTHEWEATHER SHALL ED NDER LDS ProjeGDAddrese 3150 Main Street Spring field OR Aum . LS W n TAPE 10, SERA DIsTI OR SIMILAR PRODUCT Map Tax Lot: 1702310000400 jNAL- MOUNTING BRIGHTRATIONG IN GAP, SUT MITI, PURL FTC IN FOOD$URCHEE AREAS TO Site Area: 301.347 5.f. 16.987 acres sXED / PRODLCEBS AL j T HODATED y FIXESsN HA HALL BE LOCATED FOUR Building FOOlprint 4, 110 At, cappmxlmale) - AND ONEeALF INCHES FROM FINISH wALLTO HINGE SIDE OF DOOR. — I... - TrbI Floor area: 3792 d.f. (approximate) SCOPE OF WORK SUMMARY Energy Data ____ - AIIIc New Intel., lnsulaDlon, R-21 TV Francs Wal15 raising to reman. NOTE: THIS I SONLY A SUMMARY. THE SCOPE OF THE WORK CONSISTS OF ALL WORK DESCRIBED IN UP DRAWINGS AND SPECIFICATIONS. WHETHER NOTED IN THIS I' FIBDrs le slab) DDg reho PROJECT SO MANY OR NOT afro, DUANE Fra on Gap liti0n of FIEAr In atllc New Framing D LOCATION PROJECT CONSISTS OFINSTpLLING NEW ATTIC FRAMING AND NEW STAR TO ACCESS ATTIC SPACE Up.Dfexislinturna, aria Dears. . VAnd,TRUEslain In Rttlo: New fiaming, RBS. MAINTENANCE 1. MODIFY EXISTING CEILING FRAMING TO CREATE OPENING FOR NEW STAIR WIIIng Win dI: Existing to remain OP I .HAP 2. VERIFY EMENT OF EXISTING FOOTINGS UNDER EXISTING BXB COLUMNS AND ENLARGE AS INDICATED, Existing M remain 3. INSTALL NEW FRAMING ABOVE EXISTING MAIN FLOOR CEILING FRAMING "ad...... aa. fair pastil, t0 remain sp 4, CEIING CONSTINSTALLNEW WALLSI ATSABOVEEXISTINEWTIC TIC AREA, & CONSTRUCT NEWWALLSAT PERIMETER PAPA, INCLUDING HALF WALL AT STAIR AND OORYET SOUTH END ADDITIONAL INTERIOR WALL AND DOOR ATSOVTH ENO OF ROOM - INSVLATEN ING 11 LIGHTICG IN AT IC SPACE A INSTALL NEW LIGHTING INATTICSPgCE SHEETINDEX PROJECT SPECIFICATIONS GENERAL - G001 COVERSHEEr CONCRETE REINFORCING BPR D.C. and FMME. ASTM 615 GRADE 46 Bess^I^Nreee; ARCHITECTURAL pn a CONCRETE: 1. Wwa VeneerOeprt A101 ATTIC PLANBFRAMING PLAN, EXISTING CEILING EAR 2500 PSI MIN. Y. mai. Dnm ard.. A FRAMING PLAN, IST FLOOR ALLEN WOODSAWN .Fla - LUMINGBER .1.. Poe esI UPS clean Pall GOING me sc PLUS, SAWN WMBERGRADES-ALLOOUGtAS FIR,19%MA%MC. WHEN INSTALLED A301 BUILD 1 NO SECTIONS STUDIO, JOISTS, BLOCKS: NO. 2, SDRY 2 1ady, ..l-1.—All rand E-11-1Ncx INeap I.. AX AND LARGER: NO.1 A612 INTERIOR DETAILS-STPIRS AND FRAMING O OB -.Fn a. snno -A Ia.dime rur.0 Pri ALL LUMBER IN CONTACT WITH CONCRETE TO BE DECAY RESISTANT OR TREATED. 1PmNdSnm Grede: MAY BEHEMONORDRATRN to Hemy.1Urns.1—IremdledXL MARACE ® SHEATHING CIALLASHOUNPURELTURCURPLEPAry D—Fp ATTIC T } CD EXPOSURE I, APA SPAN RATED 4x24, GLUE SUPPORTED EDGES WALL S'# AC EXPOS URE t, APA SPAN RATE D 32116 F,XAMi Flue i se ED IT ENGINEERED .BER. E Was, vz FI EMPRALITATTESSAXIDER, / ry +FDuaE LAMINATED VENEER LUMBER (LVL): MICU LAM LOU ISE BYN/EYERHAUSER OR APPROVED I_ - scry, RAr' f Q I1015TS1111/8'TJIIIOBYWEYER.4AUSERORAPPROVED MM SFT , y% P � Ry....- FASIEXERB, vL p'� F i SELF -DRILLING WOOD SCREWS: SIMPSON STRONGTIE Snr Siddm OR APPROVED 5. par" Le %Bin'sma dl. Pn IbrFama. RemnmaP f �� IlWl v1 VIII'�II (Itr . WOOD NNELTIONBOTB:0i m G e t OAPPROVED I.INGHgROWARE AS MANUFACONRED BY SIMPSON STRONG iIE COMPANY OR Gm d F pl f IY Olson Fords, jf N BNOG 9 IMPOONOESIGNAOMMIN ARE USED ORAWIB GR FIDS. EXPausmN ANcnaas. nLnrzAR APPRoveD ecuALTIHA1,1,. as ' B tN =I. 2CSene X1I,A_ TA&mep P_lrvn YPS . B.AR. S " :ban draI Gx" NPEXEVERYWHERHOWO EBNNDRAWINGB Eefi . o M sca, capen q. -Ase and OeWa do INSULATION: JP;�, don. Aa9n An, M dwscan LF,E3 FLOWN ON 0RAwmGS re al PM AIb In exceseHe" eamy ss'sayer" Pr pandas as NaenlN URFAELVERCED FIBER G33 BAR-Vgw Momm 9nl W9es Pf dears, edges at cub's¢,aM a,glanynA+MOrMpn.. STAIR TREAD COVERS 1. h, ymas Are lateen M is.1—IN %ve`ImA 1. IPa Ads. xWme q am: X My H @mreny HAM xfar an CANCI rvONS OP STAIR TEAR COVERS INR DIRECT INGUALL-AXION OVER E%Isoma POUND BTNRTREA05. wyess adervin 1A11.1 d. I GAS OF REGING: AMFBLIP STNR TREAD Arco FROM BAFFLER SALES COMPANY, OR A Comply ass NEPA W 4r xmraled ewn, 2 MOUNT PTENALOFIB H. FveRabd NPr Aaeme In Wawa xrenmd Bann an ind- lad 11. tleer NFP. ORgS CLOSE TO TREAD UIMEN.ION PB POSSIBLE WITH STOCK SIY£5 I.-de,"Iag mix xx INar la ale, aM con"I by a g FoUre.,I �Pm T XEx .111 a,a.1dreal1..—dad,.1.AS"B'S.1.-11."MaPra EXISITNG SITE PLAN 4 ULIDA 5 GMDe. USIDAUND a almrP rvPPA 052ar c0L0R'.rnOTANE-SLACKWITHSAF YELLOWKCSING rupya E A 001 SONY 1's2P� A RILLED ATTREADCORNERBFORMECHANICALFABTEN ING TO EXISTING WOOD TRGD THEFOLLOWING SIG N I S TO BE PLALEO AT THE TOP OF TH E STA RS: is ADDE MINE KAF D E PU . ATELIER TO UNDERSIDE OF TREAD PER EHB LNSTARATION INSTRUCTIONS 9. mAs STEEL mwTERNALs OR YOUNTERFUNB WOOD SCREWS AT REPAY LIGHT ATTIC STORAGE ONLY CC-Eb112"MW I...1H 50 ESE MAXIMUM v EUGENE,OPEG^,DO �' 6005 � 9 OF O& REVISIONS 1 U � a fi x F r� z Eb 5 v EUGENE,OPEG^,DO �' 6005 � 9 OF O& REVISIONS 1 z 5 z z a= w w cW G Oo 2 Q U LLF—a 0 Q U) U W / awTO � �O�// LL .' O N 004- l Z LL Z m 0LL.w� G V O _ a wN Ia U_ LL I— O Qn PLY,Q COVER SHEET PROJECT INFORMATION in SITE PLAN date 11-20-2017 file 1560 GOLD! Al IF CT 0001 NEW- ----.-._ COST IF lUSCEILING NO BELOW JA11 HID SEA OM NEW ro POST. TVP. ,A, POST J WITH NE, OPENING (STING ceuNG X 11$ LVL BEAM BETWEEN POSTS, TYR NEW ATTIC FRAMING PLAN At01 AT NEW STAIRS OPENING W,I, 1A =I TE a A301 EXISTING 6X0 POSTS. TYR - UIIS71NG 2 X B CEILING JOISTS - NEWISANI G cLe0GAe)CE ESIGO NG . JORTSWITH BAl UAIASATEAEND - NEW BEAMS BETWEEN POSTS AT PERIMETERWITH HUC0412 AT EAEND. NEW' ACCESS O( 2•-6•X NEWBx6 POST ATSTAIROPENWG CONT. FROM EXISTING SAN TO ROOF BEAM ABOVE NEW S' Y,- 'T&G PWD SUBFLGGR VER NEW FRAMING OPENING J FOR NEW STAIRS J NEW SAX CEILING JOIST TO MATCH EXISITNG FASTEN TO EXISTING WITH lea AT HT O.C. TWO ROWS STAGGERED a EXISTING, 6 M a POST n'P. - .IN NEW DENJAIE 1X16 TO NEW POST WITH SEE OTAIL 71A 12 SCREWS, ME CT EXISTING CEILING JOIST, WITH A35 AMPSON ANGLE AT TRIMMED END. TVP. NEW DO UBLE 2X10 W/A35 E A SIDE EA. END NEW SX9 CEILING JOIST TO MATCH EXISTING. FASTEN TO EXISTING WITH See! ATI s" AS, AO ROWS STAGGERED EXISTING 1212X10 BEAM, FOR .1 BOTH SIDES EAGER EXISTING DOUBLE TWO TO EXISTNG POST WITH Go Aj"A"BOB 9CREW9. SEE DETAIL AA612 EXISTING CEILING FRAMING PLAN A301 AT NEW STAIR OPENING s®I'1'"-"0 a A3o1 ATTIC FRAMING PLAN 1 -HR RATED UNDERSTAIRSGTE A. GYP. BD, �'HE A101 A101 9)3 n T-IHi�pli— S_le: vA-n LD^ MEETING ROOM NEW SAX CEILING JOIST TO MATCH EXISITNG FASTEN TO EXISTING WITH lea AT HT O.C. TWO ROWS STAGGERED a EXISTING, 6 M a POST n'P. - .IN NEW DENJAIE 1X16 TO NEW POST WITH SEE OTAIL 71A 12 SCREWS, ME CT EXISTING CEILING JOIST, WITH A35 AMPSON ANGLE AT TRIMMED END. TVP. NEW DO UBLE 2X10 W/A35 E A SIDE EA. END NEW SX9 CEILING JOIST TO MATCH EXISTING. FASTEN TO EXISTING WITH See! ATI s" AS, AO ROWS STAGGERED EXISTING 1212X10 BEAM, FOR .1 BOTH SIDES EAGER EXISTING DOUBLE TWO TO EXISTNG POST WITH Go Aj"A"BOB 9CREW9. SEE DETAIL AA612 EXISTING CEILING FRAMING PLAN A301 AT NEW STAIR OPENING s®I'1'"-"0 a A3o1 EB WRAPAROUND A IA LIGHTING LN -COU NGBRICK IED. REMOVE NTBELOW TING CEILING XB POST M EXISTING ABOVE 3PWON DD1SC O.C, BOTH BIDES WALL, 1. STOOD @1S OO. PONT ON ONE SIDE CAM ABOVE AND R,21 INSULATION TNGSX8 wG FRAMING SECURED STORAGE IGI FIRE CACHE 11 SHOP/REPAIR EXIST NG CBRICK IMNEYTO BE REMOVED M; ALIGN NEW PO: NE21 B zr 0 ITM Exlsrin SB MIN. RATE,10 „are AN, FRAME STORK CALLSVU DISCLOSING NDINc ATTIC PLAN 1 -HR RATED UNDERSTAIRSGTE A. GYP. BD, �'HE A101 s�alava"=1w^ EB WRAPAROUND A IA LIGHTING LN -COU NGBRICK IED. REMOVE NTBELOW TING CEILING XB POST M EXISTING ABOVE 3PWON DD1SC O.C, BOTH BIDES WALL, 1. STOOD @1S OO. PONT ON ONE SIDE CAM ABOVE AND R,21 INSULATION TNGSX8 wG FRAMING SECURED STORAGE IGI FIRE CACHE 11 SHOP/REPAIR EXIST NG CBRICK IMNEYTO BE REMOVED M; ALIGN NEW PO: NE21 B zr 0 ITM Exlsrin SB MIN. RATE,10 „are AN, FRAME STORK CALLSVU DISCLOSING NDINc ♦ '____ 1 -HR RATED UNDERSTAIRSGTE A. GYP. BD, �'HE VEHICLE BAY XNE FnCH 610E CF 1XO N616O.C, n T-IHi�pli— SPHFY EXISTING POSTS FOOTING ARE ONS MINIMUM OR ADD FOOTING WITH P4 DOWELS AT 12 MC. TOP AND BOTTOM SET IN 4'EPBA' TO THE EXISTING FOOTNG. NEW PER DETAIL "A301 IF NO 'ADLING FOOTING SO FOOTING PER ITCIH NEW AA POST BEAM BIO E(STING NEW 4X4 POST NEWSTAIRS I ��L 1ST FLOOR PLAN 2 Ai01 3 F41 111 MEETING ROOM s AND LOCJKERS ARCHIVE I 0 1c11 SLI O C F Q TNG G Q C/) ow WATTTvv. �yv FIGENI:,�OFiGM1L'C�4-, T 6009 REVISIONS 1ST FLOOR PLAN 2 Ai01 3 F41 s_'e v0•=r-0- �yv FIGENI:,�OFiGM1L'C�4-, T 6009 REVISIONS 2 3 F41 vJ Z -- I 0 1c11 SLI O C F Q LLJ G Q C/) ow d WN F0 U LL 0 w O W Z LL Z W 0 LL U, G VOg _ Lu 0 O yn H FLOOR PLAN 8 FRAMING PLANS SRI 11-20-2017 file 1560 Al01 F.D. CT A101 21 EQUAL RISERS C MAP RISE BUILDING SECTION 2 A3fi, G�le:,,..=,,.6. � BUILDING SECTION 1 A301 stele: v4"=ra' kX1Y"SDSIN BLOCK A EAMENG CCG. JOISTS Z X0 PITBLOCK (R) BE. De TOP NEW 4 X 4 COLUMN NEW 4X A COLUMN 12) RPBZ B9 BASE EA.. WRN(2)/-AP. EMBEDMENT NITN 13$„ EMBEDMErvr 9 NEW 4 x4 COLUMN Aaa1 1 vr•=r-O° SIDE VIEW -XISTING ATTIG BEAM SELL: B. THR( POST( NEW 4) FRONT VIEW NEW 8X8 COLUMN AT TOP A301 1 1r2"=T-0- XB OWMN EXISTING SLAB I CIMPBON CBS, COLUMN BASE, TYP. IS It 9 X 1'-0"DOWELS SET IN A' EPDXY, LOCATE (2) FACE OF PC III (,) W E,1 WAV 9 NEW FOOTING A301 psp.p" -✓' � 6009EGpq;'� 9 OF Ogg REVISIONS 1 2 3 4 5 U) U W F Kn Z Hm I— Z W "w r W a o Q (j) U W / �w p wxo� 0 0 ry ZLL= d Ow IL w a c� (D Lu U za 12� �� yo F O �n BUILDING SECTIONS dale 11-20-201] file 1530 A301 d.b. CT A301 Nv fIIGEME,OREG9,� 9 coos p OFO REVISIONS t All" AS REG. SO 2 3 BEAM UIUDere VENT VwTloN FROM BLOCKING VENT 5 PE INGB OPERIDUCE U T z Kn Z Rm I— Z 5w R0 I� I XB HALF WALL EXATINGROOF HANDRAIL TO EMEND Uw Q a aw p 12 BEYONDTOPOF STFUR 2Xa FIAT 2x BLOCKING BETWEEN JOISTS L O LL w o C)O�� a NOTCH FOR VENTING w G, O W12 12 1� r PER DRAWING BELOW a Exlsrlrvc e xe 1 xwooD GAP coLUMN BEYOND 10" HALF wnu eevoNG AC PLYWOOD 1 11/2" 1XWOOD TRIM —— NEW ZXB CEILING JOIST BX PLVWOOG �9H" OO. WITHBJj" All BOTH BIDES 11n^ zxeHALFwaLL BA Tr INSULATION X' TYPE X GYP. BD. FAOH STRINGER i vz" BIBLE. NEw2%n.-L 11/2°=1-fi° EXISTING CGVER A AC PLYWBOG NEwwALL B X8 COLUMN BEYOND NEW PER SPECS FLOOR JOIST Y" AC PLYW000 F[ PLYWOOD 1 1 HANDRAIL TO ATTACH b TO GUARDRAILPOSBE ANO WALL _ aB= MINIMUM RISERS SEEi fl3/A51'J. 9521KNF/A EXISTING ? eevELEB TOP • ceurlc Jolsr ZXB - SNUSSTAIR STRINGERS 2 %4 FIAT. ATTACH TO BEAM i" AC PLYWOOD 16" V1, NBC. 2X VENT BLOCK NEW WALL BELOW STAIR C"RE5i(" R%4®16"O.C. TYPE P. BD 6 ROOF/CEILING AT ATTIC i 1 HANDRAIL AT TOP OF STAIR U NEW WALL —"—'--- NEW AUTO FRAMING N111110 FRAMING EXISTING CEILING FRAMING CONTINUE HANDRAIL ATTACH E%IGTING BXB TO TOP OF STAIRS DUARDEAILTO NEW WALL WITH 3Y1' COLUMN BEYOND TORI. HEAD --------- NEW DOUBLE 3XiD X' AN PLYWOOD ECK SCREWS EXISTING CEILING FRAMING 9z^AC PLvwooD 3X6STM®18" NEW BXB ExlswGexe _ _________ __— Svz"v 11Tre"LVL O.c.wITH BASS COLUMN BEYOND COLUMN BEYOND BEAM WRN INSULATION CONCEALED FUNGE j IP GYP. BD. HANGER AT EA ErvD X-PLYWGOD exlsrlNc WALL STAR TREAD 4Xa STUD y is OC. NEW HLY, AS, COVER NEW FURRED WALL wsuIATON w rJI PER SP.G X'AD PLYWOOD TJI HANGER PER FRAMING PLAN w RS ' TYPE 'X'GYP . BD EXISTING 2%B CEILING X JOINT DRINK. BINDING UM RISERS SLUR L UMN STAIR SECTION NEW FLOOR FRAMING GUARD/HANDRAIL TRANSITION o� fi Ai1 NEW4X4 COLUMN 2Xa GUARDRAIL CAP NEWWALL FRAMING 2X4 RAILS, TYP. WOOD GUARDRAIL BXB COLUMN fe"AC PLYWOOD NEW A%B SOLING ATfaON TO NEw COLUMN NEW WALL FOAMING PER A US CIA X (BI," XA" SOStEXISTING NEW 4 x a COLUMN LVL x m -- NEWSTARs cElurvc JOlsrs srAIR IDEAS 4) j"%0"9oB "Ll. OVER PENSKE. WOOD HANDRAIL zx STAIR TREADS NEWWALLHANDRAIL / FRAMING HANDRAIL SUPPORT RRED WALLSIMILAR BRACRET@4'0"B C. AT BOTH OF STAIR c WALL TYPE ll BID. BE zwYERS YSIDES v -B" GUARDRAIL ALF7 3xs IL a'O. c. MINIMUM RISERS OPENING FRAMING n GUARDRAIL/HANDRAIL PLAN GUARD/HANDRAIL AT BASE OF STAIR AT Asiz AT COLUMNS 1-112 =1'-0" Asiz AT BOIIOm OFSTARS 1/2"=1'-0" Asiz =1'_0 Nv fIIGEME,OREG9,� 9 coos p OFO REVISIONS t 2 3 4 5 U) U T z Kn Z Rm I— Z 5w R0 W F Q O LLJC Uw Q a aw p oop°% z LL O LL w o C)O�� a U w G, O W12 12 1� r a INTERIOR DETAILS STAIRS $ STRUCTURAL DETAILS date 11-20-2017 file Lb. CT A612