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Plans ~ , OFFICE COPY ` RECEIVED v Project Locsttom: 1112D SW Tone Ct, Ttgard, OR 9"1223 Nov 18 2015 BU CITY OF TIGfiRp '"� ,r' SCOFF OF PROA.Cor: BUILDING DIVISiOIV At the Main Floor, the Owner plans to CIO the following: N"BE NOTE: 1. Demo non-bearing walls between Living Rm. 4 Nall, and between C"OMA0P.Mcow aO"M Living Rm. 4 Kitchen areas. �"o""°Cr"MFL"6 NGNM MUM 4 MPG 1. THE DESIGNER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL C.�aT BCW 2. Provide new structura I beam in ceiling between Living Rm. and rU& NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, ��SCAM 0� SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND Kitchen/Dining area to handle point load from above and point load ,,�,,,,oOW PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMMISIONS MD"MmW"g1,1l,pD 111l,»C OF THE CONTRACTOR, SUBCONTRACTORS, OR ANY OTHER PERSONS from existing beam near rear of Kitchen. �A"" PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TOaM 3. Remodel Kitchen area. CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 4' 2. IF THE CONTRACTOR DISCOVERS A DEFECT IN ANY DOCUMENT PREPARED Change existing window in former Dining Rm. to same width, but BY THE DESIGNER, HE SHALL GIVE THE DESIGNER WRITTEN NOTICE OF THAT shorter window in same location in newly remodeled Kitchen. DEEFECT PROCEEDING THE WITDESIG NSR REAION ABALE TIME TO SED UPON CORRECTTWAT IT MENt. C✓• Move non-bearing wall between Den 4 Living Rm. further back Into IF THE CONTRACTOR FAILS t0 DO 60, HE SHALL BEAR ALL COSTS Den. OCCASIONED BY THAT DEFECT. ro. Change door between Kitchen 4 Laundry Rm. to a pocket door, and 3. IF THE1 THE U10RR TOR DE OVER55 A E CT IN ION TTRUCTIWE N RER WRITTEN move that Opening about 8® towards the back of the house. NOTICE OF THE DEFECT AND ALLOW THE DESIGNER REASONABLE TIME TO SUGGEST REPAIRS. iF THE CONTRACTOR DOES NOT NOTIFY THE DESIGNER OR ALLOW HIM REASONABLE TIME TO SUGGEST REPAIRS, OR DOES NOT At the Upper Floor, the Owner Plans t0 d0 the fOIIOWing: THE i DON HTRACTORISHAIN THE LL BEAR ALLWAY ?NEE5TED BY STS OTHE DONED BY THE DEFECTS. 1. Open up the bearing wall between the Sitting Area above and the 2 Living Rm. below by installing a new beam above the opening. And �- 2 4. ALL WORK IS TO COMPLY WITH THE LATEST VERSION OF THE CURRENTLY add a new railing, to match existing, across that new opening. pit it ADOPTED CODE, AND ANY APPLICABLE STATE, COUNTY, OR LOCAL g g REGULATIONS. 4 IM s1ONs HAVE PRECEDENCE OVER SCALED DIMENSIONS. all work is interior, with the exception of the one Kitchen window 5. WRITTEN D EN E RE Note: a p (DO NOT SCALE THE DRAWINGS.) bein made shorter. As such, 5uildin told us that no Site Plan or Building 6. DESIGN LOAD&- LLYE DEAD TOTAL g g Elevations would be necessary to obtain a Permit. ROOF W/ OPT. INSUL. GYP. BD. CLCs. . . . . . 30 P.S.F. 10 P.S.F. 40 P.S.F. (SHAKE, COMP., 4 METAL) ROOF W/ OPT. INSUL. GYP. BD. CLG. . . . . . 30 P.S.F. 20 P.S.F. 50 P.S.F. (TILE 4 SLATE) CEILINGS (NO STORAGE) . . . . . . . . . . . . . . . IO P.S.F. 5P.5.F. 15P.5.F. SHEET SCHEDULE PLANS CEILINGS (LIMITED STORAGE) . . . . . . . . . . . 20 P.S.F. 10 P.S.F. 30 P.S.F. FLOORS 4 DECKS . . . . .40 P.S.F. 10 P.S.F. 50 P.S.F. SHt. # DESCRIPTION= Permit BALCONIES . . . . . . . . . . . . . . . . . . .60 P.S.F. 10 P.S.F. 10 P.S.F. CI COVER SHEET CMOP TIGMD ELEVATED GARAGE FLOOR . . . . . . . . . . . .. . . . . . . 50 P.S.F. 50 P.S.F. 100 P.S.F. roe Na. 151 XL (PLUS 2,000# LIVE POINT LOAD) Al EXISTING MAIN FLOOR PLAN gBpj$ F0 cum� � `OWN 151'+,��Oh TMA (CONCRETE STRENGTH LOADS BASED ON A "MODERATE" CLIMATE) A2 EXISTING UPPER FLOOR PLAN A aec�en AND BASEMENT WALLS 4 FOUNDATION&- . . . . . . . . . . . . . . . . . . . . . . . . 2,500 P.S.I. A3 EXISTING FOUNDATION PLAN MID 52015 (NOT EXPOSED TO WEATHER) A4 PROPOSED MAIN FLOOR PLAN cuct BASEMENT 4 INTERIOR SLABS ON GRADE: . . . . . . . . . . . . . . . . . . 2,500P.5.1. (EXCEPT GARAGE SLABS) A5 PROPOSED UPPER FLOOR PLAN .. BASEMENT, FOUNDATION, AND OTHER EXT. VERT. WALLS: . . . . . . . 3,000 P.S.I. A6 PROPOSED FOUNDATION PLAN .z Slavw (EXPOSED TO WEATHER GARAGE 4 CARPORT SLABS, AND EXTERIOR PATIOS, . . . . . . . . .3,000P.S.1. Al BUILDING SECTION W/ PROPOSED CHANGES gy�� WALKS, STEPS, ETC.= A8 BUILDING SECTION W/ PROPOSED CHANGES WEGNOTES (2-22-2004) A9 DETAILS COPYRIGHT©2015-ALLEN 4 NONE DE51GN5 OP `i- CANT. DECK LINE ABOVE f' EX15TING EXISTING 5/0x5/0 SL 5/0x5/0 SL I U EXIStINCs i_ D.V. GAS F.P. I� EXISTING 6/0x6/8 I \T mw 5/0x4/0 SL SL. CiL. DR (TEMP) IF==-== ----------- am es ee.rm xIO Clackwan OR 9M (I I FL 2U5H r.vam.0 mi 4M J 0 0 0� MEM ERZ - MA"LOPAaRM AND OEM EW z C14 C14 MwR CMMM AN*P IMMw COW a°nm weir oQno auLca10t a� a, l„ , U, VAULTED IN. 11-13, CLCx. I m D?71EpALY rol. o uUNTM Droo ore ewu""a ppocep"M OYM sou"M. AW 9/MEN t u 1L I ING1ro i -9 cL�. =00' ° GARPE 11/2 1/ O O HARDU1C10D MINING MIbT M 2b aux a I i 13/� x 10/rio t "'" '� ro COW* T,wr eaoa+e. V Z I CV i HARDWOOD 4x6 STRUCT. 4x6 STRUCT. POST IN WALL POST IN WALL u- I EATING BAR --------- --------- : FLOOR LINE ABOVE I cxv - �� ----------------- Ex5TG- 5v8 xl5 FLUSH G.L. BM. x SW,F I I i I AEOVE !M ___-- �j SINKS D.W. o I I III71 ��� �GI'I'CEN LN1�`�'.�W. � o@ I I III 15/� x 9/sat 6/4 x 9/4-- EXIStINCs I I I _— FLUSH BM. x UP_13 R I I Ibj —�,— HARDuiooD RANGE VINYL F ABOVE I I —__- --_ _ _-- --- __ I D. FLR LINE PANTRY —� s L__ LINEN ABOVE ................. INTi�'Y ----------- 416 x 5/0 EXISTING, PAMT14L. HARDWOOD "AIN PLOOR PLAN PLIW t=erm I t SCALE: 1/4" = V-0a dDDHDIlls Ra.e 15rw-ro-EL.UG DRAIN ff" Ti-IA CIlL7®or AND DAM 11-15-2015 NOTE= EXISTING PLANS ARE FWVMIOM SHOWN FOR REFERENCE �^ PURPOSES ONLY. SEE SHEETS A46 FOR PROPOSED PLAN CHANGES 4 ADDITIONS. • elan _ Q COPYRIGHT©2015-ALLEN 4 NONE DESIGNS ORS V , r-------- I II � I L z u n I sL GL DR !TEMP.) -------------r------_---------r----- --------- — -------------� r -———— massa ae. ----------- vomm eosj o-Mokamu.OR M II I mAu ALLNOS.na AM CMM M- PLANS m LWOW _____J I �O m owe •are ro o, CWAM AM"M TM cow ————— I a oP M ML eutaan l OR ooina TFUM emwum m m eaeeeLr aut=—oaf . w VAULTED _o @ CpOnaNsPaANM nUaPo.oUeMAREA � Nreaaro cnaa5ELOW VAULTED ne Qr o.N II SOMM. Z 15/0 x CARPETING II II II I I n ' I EXstG. 2x6 STUD WALL ' I II ------- SITTING �-� role x 5/6 CARPETING V I I FL___ 36" HIGH RAILING ----- — I r---� C� r] U cr@ II ji DN. ,3RU I L __ = OPEN t0 ° BELOW � o a� 12/10 �8 2 `� @ � = CARPETING o @ ►��►, = Permit, Jm lux 1515 fQa i�li?IcrrixLYa ------- -- ---- � TitiA NOTE. EXISTING PLANS ARE ——————— ——————— OR"CHOCKB en AND SHOWN FOR REFERENCE I I I ONLY. 5EE SHEETS A40-6 FOR PROPOSEDoaRE�Y"MoW91i-IS 2015 PLAN CHANGES 4 ADDITIONS. i i � Mei $/� 8/0 ----------------- ——————-� ---------------------------------- I r —————————————————— ——— —— — —————1---------------------------------- � � GA ETING r------------------- x ------------------ jl UPPMR PLOOR PLI4N I 2x6 2L' O.C.S. I I A II , I SCALE: 1/4' = V-0° 2 I I COPYRIGHT©2015-ALLEN t(NONE DE51GN8 aL id r------------- ---------r-------------- . EXISTING FOUNDATION SUPPORT SYSTEM= I 1T �� r----------------------� 811 THICK CONK. FONC. FOUNDATION .OALL5 �----------------------, (APPROX 3'+ TALL) ON I6"x8" CONT. ])ea I'�,0"ft I I JMr VOM(W)8e0-9104 -DmII ALL DROAR oe No VW em 0 TB RGFlIY r M111 I EX15TING FLOOR SYSTEM: I '°"0LlgMW — 2x6 T4G DECKING OVER I =9=AM= r a►na ten. 4x8 GIRDERS ON 4x4 POSTS I °"'==XDwM ol<T.MIT one:uee 10/16 ew cones a nme ane ON A.S. ON 18"0x9" CONC. FTGS. 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HDR 11 E-� `` ----------- >wo as.�,�a.R. 5EE DETAIL 1/9 I I I I (MB2 / c ) 'W-Kr FOR CONNECTION II I(2) 2x10 DETAIL OPTIONS II I I FLUSH 0 U W o d NAT 1os AM CM oa TWID°"R°"&'r mcm comma um cp"em a Q Il,. Drs �X OF OM L. TO.AND MR IM CO j xx MM MLY.MY ona UmL Mme. OR COPTM OF IMM PL" unno 1'-9" CLG. V VAULTED { 1 - 1r� ID �OWENSe°'raw m mAcrom am" � I� I= _ - GREAT Rm. I(—I �� 3/CJx10/O - - 9/0 x 11/2 t o ! � 14/0 x 15/6 1si-AND " �' .t I I—I a, CARPETING _ O @ HARDWOOD " .1.J..._.I.... o'�"roclm•"�'MICff�.IL a . ._ -------- D meaa�c.Nrp'�"ean°�aa U I tV X I II I � N I�-- EXI5TING II I Z ' DEMO EXSTG. II I 4x6 STRUGt. � I I m I 05T-1N-WALL 4x6 5TRUCT. I I I LL'a� I Y TO REMAIN P05t IN WALL II 1 O 11@ Z I FLP LINE ABOVEN } +-- MBI= EX5TG. 5y8'x15" FLUSH G.L. BM. I d� --- ------ -1! - - -----I--- --- -- - ID ------------ I A Rig ————— i i --- -- - ----------- --- I I ii1 I 1'-9" GLG. EMO EX5TG. NON- 1II I g TCj 7-9" CLG.' _ -� lL BRC. WALLS �11 1 1�F/6 x 19/6 �••N� D�.1 w. '" EX15TING @ I I I HARDWOOD 6/`VINYL - FLUSH BM. _j ` _ ABOVE __ UP 13 R ___ ib1DEM0 EXStG. 42" B.I. REF. CA55. OVENS GABS. ................. 4 ___ J+wn PANTRYp. FLP LINE NI5H FORLINEN ABOVE __ HUTCH I6'-4" GLG. ---R�--- lei HARDWOOD ' ............. rwlA IN FLOOR F=Lo4N IRLANs ' Pormit SCALE: 1/4' = V-0' NOTE: J=ma 1515 FLIP 515 Pk NG G ' ALL INTERIOR SOLID SAWN FRAMING MEMBERS TO BE,DFL(N) $2 (U.N.O.) CPAWN en TMA ��� LEGEND OTHER OPTIONS= For S.S. ON ECTTHE 5TRIJCPLANS THEY c►ec�erg CND IF THESE ARE GALLED OUT ON THE PLANS THEY MUST BE USED. PAID 11-Isao15 I I NEW STUD WALL ALL ENGINEERED LUMBER(EXCEPT GLU-LAMS) TO BE; RO5E5ERG FOREST PRODUCTS N.N.O. EX15TING STUD WALL - t0 REMAIN RIGID-LAM5(DESIGNATED R.L.) D" I I ----------- - - --- IV2"WIDE MEMBERS TO BE I.3E(TTP.U.N.O.) _ _ = EX15TING STUD WALL - t0 BE REMOVED 13'4" WIDE MEMBERS TO BE ISE(TYP.U.N.O.) (OTHERWISE THEY WILL BE GALLED OUT AS NEW ROOF LINE (ABOVE) 3111" , 51/4?, -'WIDE MEMBERS TO BE 2.OE(U.N.O. E: 24F-V4 NEW ROOF LINE (BELOW) V15UALLY (DESIGNATED SDED WESTERN SPED ES N.N.O. n IF ARE T ON NS ................................ EX15TING ROOF LINE - t0 REMAIN MUST BE USED. 51ZESDGALLED OUT ARE MIK,THEY ° BUILDER MAY SUBSTITUTE LARGER BEAMS. IF Ohm OpnoNS ARE DE5IRED,GALL OUR OFIGE FIRST. COPYRIGHT©2015-A-LEN 4 NONE DE51GN5 a 1 II II 1 Exis -I1��M ltU I 5L. GL. DR (TEMP.) Nam C�� -------------r r-----r---------=-rl--- I ----------- tmit An") 0to 2 tw II II I NOTE: VAULTED ALL C000bW AID_0- ALL INTERIOR SOLID SAWN FRAMING MEMBERS AREA m- 06, TO BE: DFL"02 (U.N.O.) 'f1 aQ„ r w Mw n Ine c0 LPV eee w OTHER OPTIONS= 11 or S.S.(SELECT STRUCTURAL) 5E L O W aueee MR n11 c66 IF THESE ARE CALLED OUT ON THE PLANS THEY a°1�*`M wa"e01Qauee'RDMOrmee. MUST BE USED. �� OR arnn w TeaMn� T l Fa" verAw to( a: xpoemy raw ALL ENGINEERED LUMBER(E1CCEPT GLu-LAMS) UJ.4LL LEGEND aw"m15Ye01"am" I I TO BE, ROSEBERG FOREST PRODUCTS(U.N.O.) U P+!®DC!o ea eeKm Vs eam"err Lm ra ewu love Itom RIGID-LAMS(DESIGNATED R.L.) � vOE WORnraesetl1"E I kj"WIDE MEMBERS TO BE 1.3E (TYP. U.N.O.) NEW STUD WALL am min,ice ii rOONo WIDE MEMBERS TO BE I.BE(TYP.U.N.O.) ""*NOtR Toe o1KII 01'"' (OTHERWISE THEY WILL BE CALLED OUT AS EXISttNG STUD WALL-t0 REMAIN N .,,,, OF,AUA"� I I ISE or Z.OF) _-- -- romwesT,wreeaad. 3142", 5114", 4 'r'WIDE MEMBERS TO BE 2.OE (U.N.O.) ---------------- EXISTING:STUD WALL-t0 BE REf10VED VAULTED @ GLU-LAMS(DESIGNATED G.L.) TO BE: 24F-V4 NEW ROOF LINE(ABOVE) BOOM. 2 N I VISUALLY GRADED WESTERN SPECIES(U.N.O.) NEW ROOF LINE(BELOW) 15/0 x 11/0 I I IF THESE ARE CALLED OUT ON THE PLANS THEY I MUST BE USED. SIZES CALLED OUT ARE MIN., • • EX15TM ROOF LINE-t0 REMAIN CARPETING BUILDER MAY SUBSTITUTE LARGER BEAMS. ——————————— IF Ong OPMONS ARE DESIRED,uuI OUR OFRCE FIRST. IDEMO WALLS 4 PROVIDE NEW II I I 1 36" HIGH RAILING (MATCH- 15TING) b? (UBI) 5ks"x12" C-LL — — — — — — — — — — _ —EXISTING RIDGE BEAM— — - ------------------ - IL---------J � 1 ----AAAA LF 12 14/4 x 5/6 I Imp, r CARPETING: O I I —AAAA-- r---� -� 36" HIGH RAILING: V N Ij jl DN 3R c14 II II � OPEN TO n u 5ELOW d o LOFT @ 12/10 x 8/2 = CARPETING PLANT Parm,t �(� 1 .IM►a- (515 1 3 1 RS 1915-PicrtrNt..W 1 ——————9 ——————— _ DRAYN TMA 1 C{ECI®CTS AND STORAGE p4��I I-15-2015 AR'1 PAD � II II -----AAAA-- �L L ------------J L---------------------------------- I I r ------------------ --- ---------------------------AAAA-- i I 11 I r* I I ' UPPMR 48/0 FLOOR RL4si II CA TING I � I I 2x8 CL3. J5T5. j I SCALE: 1/4' = V-0' i i 24" O.G. COPYRIGHT©2015-ALLEN Q NONE DE51GN5 a" v ly I I 1 1 r______________________� EXSTG. FOUNDATION SUPPORT SYSTEM= ----------------____-- -Nam8" THICK GONG. FOUNDATION WALLS , ]) (APPROX Y+ TALL) ON 16"x8" CONT. CONC. FOOTINGS. (TYP. U.N.O.) i 1Y0fSa. ..,OR roar vomm(em)seo-vies I - - - - - - - -J- - - - - - -��-J- - - - - - -`-�'�'- - - - - - --�'°'-J- - - - - - I riots ALL oRAeone"`aeAe ew I EXISTING FLOOR SYSTEM= I F%"0 san9 SPEC- FED —J H"cealan use a nese 2x6 T4G DECKING OVER I == 4x8 GIRDERS ON 4x4 POSTS I " a oese ON A.S. ON 18"#x9" CONC. FTGS. 1 1412N . � "' com3m a calpamY lar DOM BY LAM �,00eeIsarA 11co I 0n Au 0110111901"alAM Him ON ase Aoe ane,F Plat ERAN nae oR+ca w AN1' I paCI�WIGM Al101etl A J;Neowecr e el�APIOIM Q nPe ro AP11'aiaOn0. ( I I _ I 'I I NOTE* LOAD FROM NEW SINK ABOVE REMAINS LOCATION ------ THE - -THE SAME NO CHANGE ABOVE J 1 TO EXSTG POST FTG. di 1 �i NOTE: LOAD FROM 1 ABOVE IS REMOVED I I .4- POSTOFF TH15 EXISTING I I I qQ� r----------I I I I I -----i— ------------------------------------,.. r 1 1114�m rMOUNDAT I ON 1=Lmp4N PLAN/ I Porgy i� SCALE: 1/4' = V-0' 515 — - - - - - - - I I owm,e,n TMA e,+ AND LUALL LEGEND I I I 1 mite 11-15-013 NEW CONC. WALL I 1 I I RENISION6 EXSTG. CONG. WALL - t0 REMAIN ro esn I I I I I NEW STUD WALL R_ --------------------- EXISTING STUD WALL - t0 REMAIN EXISTING WALL - TO BE REMOVED n v COPYRIGHT©2015-ALLEN Q NONE DE51ONS Q EXISTING 2x12 FLUSH RIDGE BEAM (NO CHANGE) 11L1�a � 12 12 NavesR&Itm CWokmm.08 97M vomit(0"Sao-*" EXISTING '°0m 2xIO RAFTERS 6 24" O.G. (NO CHANGE) � .,e ---- ----i UPPER Ht PLANS th LMW V°A"WW- FED cu.xaAND O WE COW EXI MIT ING OLT A"a`swwrm' ' on c 011e um a.canon a n"xe 2x8 CLG. JS . 6 24" O.G. =�;,.�,07m.m (NO C NGE) �my�""�' DEMO EXISTI BEARING WALLVN�•ON °OW INSTALL STRUCT. BEAM _ t P=ALL o.oetn AID aaw i 0"1010 a"1"n o m MD Aw UNDER DBL. LATES. (SEE mw w"" a IWASCM"AMW OP TM UPPER FLR. N FOR SIZE.) �044MM 12 sl1'tING a� NEW 36" TALL RAILING SYSTEM t0 MATCH EXSTG. UPPER FLR MAIN I Ht. EX15TING 51'&'x15" G.L. BM. L, — MAIN 1p Ht. WDW. HDR. Ht. L L GREAT Rm. HAL.L. DEMO EXISTING 2x4 NON— _ BRG. STUD WALL MAIN FLR. _ _ _ _ MAIN FLR. EXIS ING FLOOR SY TEM a a e o o \ \ 2x6 T$G DECKING OVER \ 4x8 GIRDER5 ON 4x4 PO5T5 �\ ON A.S. N 18"mx9" CO G. FIGS. °� \�� PLANT \ \ L L7 rte \ \ \/ Jm Na 1519 �\♦ �/ \ \ FILO ISl9-Esta l3'J.Cs PRAM OhTMA cwmcicw PAID 11.1°✓-I01U SCALE: 1/4° = V-O° m I u" NOTE: VERIFY ALL STRUCTURAL ELEMENTS W/ PLANS. IF THERE ARE ANY DISCREPENCIES, INFORMATION ON PLANS TAKES PRECEDENCE. (BUT PLEASE a,g„ NOTIFY OUR OFFICE FOR CLARIFICATION.) .. COPYRIOWT©2015-ALLEN Q NONE DE91GN9 Q J EX15TING • RIDGE BEAM (NO CHANGE) 12 12 Nam l� RRAM ING NOTES 7 EXISTING 1)� 1. ALL EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS 2x10 RAFTERS 6 24" O.C. TO HAVE 4x8 HEADERS UNLESS OTHERWISE INDICATED (NO CHANGE) °°m(Ewe)aeo-tutu IF BUILDING BUILT WITH 88 46" STUDS USE,4x6 tm HEADER$UNLESS OTHERWISE NOTED ON THE PLAN. 2. ALL METAL CONNECTORS t0 BE°SIMPSON"OR EQUIVALENT. ALL„���°` U.N.O.JETS HUNG ON FLUSH BEAMS t0 BE ATTACFIED W/U210 OR EWIV.MULTIPLE JOISTS USE U210-2ADIO-3 A3 REGi1.11RED. � T _ Nast oeaa,e lea o WOOK AND FOR THE Irm a uanaa ro a enao v®naNDT a a8 W► 3 PROVIDE MIN OF ONE JOIST UNDER ALL BEARING WALLS aaYY ANr MIR Ulm MUM amcrw,w as aaaDm ABOVE THAT RUN PARALLEL t0 JOISTS. m owP.aa or neae PLANO Comm 0 cv-Plemy NOW 4. PROVIDE POSITIVE VENTILATION AT EACH END OF EACH -- mcmmyua RAFTER SPACE At vAULtED CEILING AREAS. UPPER Ht_ _ DrE „.Pl�lm oyes ar."M oar ,,a awao SHALL NAVE 5. PROVIDE FIREBLOCKING,DRAFTStOF'9 4 FIRE9tOP8 A9 EXISTING " SIOLO a� PER CURRENT ADOPTED CODE. 2x8 CLG. JETS. M aoa.ala+PIM D COW CK"a i e aml,no C0 N71a'I aaa LIAM OF ANY 6. TOP PLATE SPLICE SHALL BE 4'-O'lNIIN.) U� 24" O.C. TO Come=�M (N0 CHANGE) t LUMBER SPECIES+ A. POSE$,BEAMS,HEADERS NO.2 DOUGLAS FIR JOISTS AND RAFTERS B SILLS,PLATES BLOCKING NO.3 DOUGLAS FIR BRIQ1 DORM. /� �O 1 DGING 0-6 _ (� GRADE OP. D. STUDS OVER 10' HIGH NO.2 BETTER D/F ° ° E POST 4 BEAM DECKING UTILITY GRADE D.F. F. PLYWOOD SHEATHING W COX PLY,32/16 G. GLU-LAM BEAMS Fb-2400,DRY ADH. (ADH 6 Ext.CONDITIONS) EXISTING i TPE+V4 W/STANDARD LOADING 12 2x10 FLR JETS. 6 12" O.G. TYPES V8 W/CANTILEVERED LOADING H. RL INDICATES RIGID-LAM LVL LUMP UPPER FLR. 1 ---- (N0 CHANGE) a lit"(15E)R.L.MATERIALS" Fb•2250 E- t9,Fv.220 MAIN 1e Ht. b-134"(1BFJ R.L MATERIAL$» Fb.2600,E- t9,Fv-205 a 1#'.311' 514', t2oEJ RL ______________________________ _______ EXISTING i MATERIALS» Fb-2900,E-2.0,Fv-285 WDW. HDR Ht. -----------"---------------------------------- �� "MOTES t NEMIB1 9 to BE t.SE(TYP.UND-) 2x10 F(N0 CHANGE) O.C. 49* «NotEs °t'(ET4 b TO BE IAE mrP.U.N.O.)OTHERWISEt- THEE'WILL BE ca�ED OUT AS IbE or 2.OE LINE OF NEW »0NIOTEa 3W,5b•,4"r WIDE MEMBERS TO BE 2.OE m�P.U.N.OJ BEAM BEHIND 4 CUT PLANE * u GARAGE JOIST to$ILL OR GIRDER 3-8d TOE NAIL b1 ( 1 G1"f �Q = BRIDGING TO JOIST NAILING SCHEDULE, (SEE PLANS 2-ed TOE b FOR SIZE) It� VVV Y 8UBFLOOR t0 GIRDER 2-16d BLINDtVAL FACE F7 _ SOLE PL TO JOIST 16d 9 16"04- FACE NAIL ° U TOP PL t0 STUDS 2-t6d END NAIL STUD t0 SOLE PL 2-16d �NAIL OR DOUBLE STUDS 16d 9 16"0.r- FACE NAIL DOUBLE TOP PL 16d 0 16"o c. FACE NAIL CONTINUOUS HEADER(2 PCJ 16d 0 16"0.e-- EDGE NAIL CLC.JBt.TO PL 3-edtoE NAIL MAIN FLR. a G.JST.LAP OVER PL 3-16d FACE NAIL - - a r- JST.t0 RAFTER 3-I6d FACE NAIL RAFTER t0 TOP PL 3-8d TOE NAIL 1p � - COLLAR TIES(EA.END) 6-tod cu.N.OJ FACE NAIL EXISTING FLOOR SYSTEM, a" ' BUILT-UP CORNER STUDS 16d 6 24"or FACE NAIL / PLYWOOD SUaFL0OR 8d 13 6"or- EDGE NAIL � t. 2x6 t G DECKING OVER Od 6 10"or- FIELD NAIL 4x8 GIRDERS,QN 4x4 POSE SOLID INKS f1 BEARING 3-16d TOE NAIL � A S. ON CONG. FIGS. i / / ae Eta 51G PLY WALL 4 ROOF SHEATHING 8d 6 6"or- EDGE NAIL / 8d 9 12°oc. FIELD NAIL tae 15159xw[W G STAPLED ROOF SHEATHING 6"o m EDGE NAIL �j 13 g� VI6"CROWN 146"MIN. I2"o- FIELD NAIL / � TOP PL At INTERSECTIONS 2-16d FACE NAIL / / a"B MULTIPLE JOISTS dIP t0 3) 16d 9 t5°or- STAGGERED PAID 11-15-2015 MULTIPLE JOISTS(OVER 3) It'#BOLTS W/IUASHERS STAGGERED IV 24"oc- RE1118101�6 Ix6 SPACED SHEATHING 2-8d FACE NAIL RAFTERS to HIPS,VALLEY 4-164 TOE NAIL �'' OR RIDGE$ 3-16d FACE NAIL 15 U t LMD t E�� I O�FWV.8AW20M �, 8 SCALE: 1/4e = V-0° NOTE: VERIFY ALL STRUCTURAL ELEMENTS Wi PLANS. IF THERE ARE ANY DISCREPENCIES, INFORMATION 8 ON PLANS TAKES PRECEDENCE (BUT PLEASE NOTIFY OUR OFFICE FOR CLARIFICATION.) COPYRIGHT©2015-ALLEN 4 NONE DESIGNS OP EXISTING 2x4 STUD WALL ON TOP OF EX15TING G.L. BM. s EX15TING 2x10 RAFTERS EX15TING 2x4 STUD WALL NEW 1"xl4" RIGID-LAM LVL 6,'� (NOTCH t0 RE5T TOP PART �TaIN ON EX15TING DOUBLE PLATES.) NOTE= TOP OF BEAM IS FLUSH EX15TING 2x10 FLR SYSTEM ]'M �i cv WITH ADJACENT 2x10 FLR J5T5. 18048c, ,.,OR IA v=(5m Soo-a" ------- - I Al � Am NEW 1x14 RIGID-LAM LVL or HOTS 63/4"x&' GiLU-LAM BEAM .ro am� � "SIMPSON" CxLTV414-2 1H=4.15) I I EXISTING= 51'e'"x15" GzLU-LAM BEAM rm�a.a� or GLTV1.12 (1-1=4.15) HANGER I I CONNECTED t0 EX15TING (2) 2x10'5 �`�Q�� or<r.»Ir rnlea ue� olo oor+'ao a NEW 31'2"x1V4" RIGID-LAM LVL I I DEMO EX15TING "4x" SUPPORT P05T LAU Y� DOM I Ido"m;Ix: Mm., oar+ taplactow EX15TING WINDOW t0 REMAIN �" POR&Ltor MD v ��Mm � CUT THROUGH NEW BEAM �^� (LOOKING TOWARDS EX15TING BEAM BEYOND) RIGID-LAM LVL OPTION (FIRST CHOKE) EX15TING 2x4 STUD WALL 31' 4111,411 11 ON TOP OF EX15TING G.L. BM. EX15TING 5k 'x15" GLU-LAM BEAM 14UNG ONTO:- EX15TING NTO=EX15TING 2x10 RAFTERS EX15TING 2x10 FLR 5Y5TEM NEW 0/4"x&' GsLU-LAM BM. I I I I I I OR RE5T OF LENGTH OF BEAM= U REMOVE BOTTOM TOP PLATE CONNECT EX15TING (2) 2xICYa t0 BM. OVER NEW HEADER t0 ALLOWBEYOND W/ xb" LACs��SCREWS '7 t= - FOR PROPER Flt WITHOUT - — 24 O.G. (5TAGGERED- 4 6 CLEAR HAVING TO MOVE WINDOW. Zr � ;� in � FROM TOP OF 2x10's) (NOTCH t0 RE5T TOP PART ——————— Qu ON REMAINING TOP PLATE.) 2 NOTE. TOP OF BEAM 15 FLU514 (5) I"0x10"-II" (A301) MACHINE BOLTS WITH ADJACENT 2x10 FLR J5T5. I I I I (RATED AT 1,210# EA.) ON EACH BIDE OF BEAM (PROVIDE 3"0 PLATE WA514ER5 "5IMP50N" GLTV414-2 (H=4.15) ON EACH END OF BOLTS) or GLTV1.12 (H=4.15) HANGER 4" 5$' 5?t" 4" NEW 1x14 RIGID-LAM LVL or NEW 31,12"x9" GLU-LAM BM. 0/4"x&' GLU-LAM BEAM (BEHIND THE (2) 2x10 s) EXISTING WINDOW t0 REMAIN. rx.aw CUT THROUGH EXISTING BEAM Pormit (LOOKING TOWARDS NEW BEAM BEYOND) Jm a, lls GL U-LAM BEAM OPTION (SECOND CHOICE) '$° 1 ,� EXISTING 1504MTo ���� TMA AND 15". OrO �- 1,.04'rr DrZT04 I Lo 2 1�l w 15rm WW11Drm'r.4I L PATO,� 5215 aJ SCALE: 3/4' = V-0' g SCALE: 3/4' = V-0' OPT ION 'A' CONTRACTOR TO VERIFY EX15TING CONDITION OF BEAM t0 DOUBLE J015T USE APPROPRIATE DETAIL FROM OPTION 'A' or 'B' (ON NEXT PAGE) COPYRIGHT©2015-ALLEN 4 NONE DE51GN5 OP 9 EX15TING 2x4 STUD WALLILI ON TOP OF EXISTING G.L. BM. +r EXISTING 2x10 R4FtER5 EXISTING 2x4 SCUD WALL CONNECT EX15TING 518'x15" G.L. t0 NEW 7x14" RIGID-LAM LVL ,-: _ '! NEW BEAM W/ "51MP50N" HGU 5.25-5D5 (NOTCH t0 REST TOP (N=9.25), or WGLT5 (H=9.25) HANGER ON EXISTING DOUBLE ATE5J NOTE: TOP OF BEAM 15 FLUSH 11111!1 EXISTING 2x10 FLR SYSTEM ]) i N WITH ADJACENT 2x10 FLJ5T5. ������� 'Q;�,,,OR 9701 °` vom(5 0)MG-ft" ;r I NEW 1x14 RIGID-LAM LVL or 63/4"x&' GLU-LAM BEAM ALL CRAMOM AID IDM "51MP50N" GLtV414-2 (HI I EXISTING (2) 2x10 RIM-JOI5T/BEAM ��a FuWW- -41 or GLTV1.12 (1 =4.15) NArR I I CONNECTED t0 EX15TINGs o===51'8'x15" GLU-LAM BEAMNEW 31oz"xltl4" RIGID-LAMI I i "DEMO EX15TING 4x" 5UPPORT POST I° e�HAVE °""L EXISTING WINDOW t0 ,gt.y.L r.&JM MO CSM �M,���� „4„I�..,��a.N. CUT THROUGH NEW BEAM °"w"� To GQCid'.'T% wNcm (LOOKING TOWARDS EXISTING BEAM BEYOND) RIGID-LAM LVL OPTION (FIRST CHOICE) EXISTING 2x4 STUD WALL ON TOP OF EX15TING G.L. BM. EXISTING 2x10 FLR 5Y5TEM HUNG ONTO: EX15TING 2x10 RAFTER5 EX15TING 5ke"x15" GLU-LAM BEAM u NEW 63/4"x&' GLU-LAM BM. i REMOVE BOTTOM TOP P ' 1 OVER NEW HEADER t0 AL CJ111 FOR PROPER FIT WITHOUT 'riil - • tC HAVING t0 MOVE WINDOW. iv 4 (NOTCH t0 RE5T TOP PART — -- ----- ON REMAINING TOP PLAT . `"' NOTE, TOP OF BEAM 15 FLU51­1 NOTE, FOR LENGTH OF BEAM= --- WITH ADJACENT 2x10 FLR CONNECT EX15TING (2) 2x10'e t0 BM. BEYOND W1 3/4"0x6" LAG 5CREW5 'a "51MP50N" GLtV414-2 1H=4. 24" O.G. (STAGGERED= 4" 6" CLEAR or GLTV1.12 (H=4.15) WANGE FROM TOP OF 2x10'9) NEW 3112"x9" GLU-LAM BM. or 633/4"x 151 4 RIGID-LAM L GLU-LAM BEAM EX15TING WINDOW t0 REM (BEHIND THE (2) 2x10'9) PLANS CUT THROUGH EXISTING BEAM (LOOKING TOWARDS NEW BEAM BEYOND) jmNa1515 xu GLU-LAM BEAM OPTION (SECOND CHOICE) PLO 15` °°� Xf S'fi f 1�lC� 15M,4" 'fiO ONEKIP IM�� TMA AND ToPL.4mrrm C)rmur.41 a'n`:. 2 NIMW 15M14" Drmmr.4 f Lm OW1B il..f5-2015 9 SCALE: 3/4' = V-0' ' g SCALE: 3/4' = I'-0' OPTION 'S' CONTRACTOR t0 VERIFY EX15TING CONDITION OF BEAM t0 DOUBLE JOIST U5E APPROPRIATE DETAIL FROM OPTION 'B' or 'A' (ON PREVIOUS PAGE) b GOpYRIGli©2015-ALLEN 4 NONE DE516N5 I OP `a • t. n "DANT. CK LINE ABOVE — 1 01 Ex1stING , i EXISTING 5/0x5/0 SL))V� �', r�, REV( ION'- 5/0x5/0 SL r EXISTING L D.Y. GAS F.P. �+r ) + EXISTING 6/0x6/8 5/0x4/0 SL 31�2'k9" G.L. or 1Nfl� 11 1 '�� SL GL DR (TEMPS 3112"Ale4" RL HDR II F=� f ---------- �� SEE DETAIL 1/9 I I I I (MB 1801" o61 FOR CONNECTION II I(2) 2x10 �-� �(m) 1eo°701va I DETAIL OPTIONS I I I I FLUSH 0 I I I Nope i t O J N �- � �m">IL P\MO D tl•rm q A OPG' �,+�y� I� XX{(j��C\ OMCI AID f02 M CAS tp ^ I I I m !n 1<' Y- E\ \ ora ca�..Ga u:. IL YIIIOIII M W11dPCO} : T-9" CLG. i V VAC) j �L� /AU�LTED 11 I JII `t `r Fa; DEN Fr =11 g/0 x 11/2 t o 1 14/0 x 15/6 D }1JT Rm. 316 �ND CARPETING = O @ HARDWOOD 1 �Aeauae ro,,,wne �9 x II I F---- V N III I i � / w wrr vaora I EXISTING =4x6 STRUGT. DEMO EXSTG. r � "o, 3 `~ :~ , �Q TO SREMAIN LL POST INUCIALL 1 , ' z me mama LI ABOVE I N ----- --- - – M$j= EXStG. 51�8'ii15" FLUSH G.L. BM. - ,;diRL� ----- Ci L 7-9"^CLG. , I 0-1 � DEMO EXSTG. NOW �I I I �I V 7-9" CLG. U- BRG. WALLS III I LN O Y III 1 /6 x 19/6 -� W. F EXIStfNG HARDWOOD 6/4 X g/4-- FLUSH BM. x III I VINYL ABOVE UP 13 R bl (DEMO EXStG. 42"'B.I. REE. CABS. OVENS CABS. -------- --- i PANTRY I D. FLR LINE G���I FINISH FOR - LINEN ABOVE —__ ��^ HUTCH I6'-4" CLG. ------------ r F 4/8 x 8/0 -___-- ®�®� HARDWOOD ............. L L PLA% ' POhFlIt SCALE: 1/4' = 1'-0' NOTE: .m►ar 1515 FRH(5154-44 YN-RIOD'11G ALL INTERIOR 50LID SAWN FRAMING MEMBERS TO BE:DFL"$2(U.N.OJ °ter"ff" TMA LEGEND �� *IV� OTHER OPTIONS=#I or 5.3.(SELECT STRUCTURAL) aec�an A,10o WALL I IF THESE AIRE CALLED OUT ON THE PLANS THEY MUST BE USED. wm 11-IS2015 NEW STUD WALL ALL ENGINEERED LUMBER(D<CEPT GLU-LAMS) F&YIINpNS �' €e� TO BE: R05EBERG FOREST PRODUCTS(U.1,O.) ipip EXISTING STUD-,WALL - TO REMAIN RIGID LAMS(DESIGNATED RLJNM DAM 1112'WIDE MEMBERS TO BE 13E(TYP.U.N.0) 1 n c�o15 mn EXISTING STUD WALL - TO BE REMOVED I'4'WIDE MEMBER5 TO BE 1.8E(TYP.U.N.O-) ------'---_----- (OTHERWISE THEY WILL BE CALLED OUT A5 ISE or 2.OE) NEW ROOF LINE (ABOVE) 3112',51/.",4 r WIDE MEMBERS TO BE 2.OE(U.ND.) NEW ROOF LINE (BELOW) GLU-LAMS(DESIGNATED G.0 TO BE,24F-v4 aa" VISUALLY GRADED WESTERN SPECIES(U.N.O- IF THESE ARE CALLED OUT ON THE PLANS THEY EXISTING ROOF LINE - t0 REMAIN MUST BE U5ED.SIZES CALLED OUT ARE MIN., BUILDER MAY SUBSTITUTE LARGER BEAMS. IF OTIM OPTIONS AFE DEWMV.cal am OFFICE FIRST. GO RnW©2015-ALLEN 4 NONE DE51GN5 Q� v~