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HomeMy WebLinkAboutPermit File BLD-2019-0458 4220 Osprey Lane (2)F N PROPOSED RESiaENCE MAIN FLOCR ELEVIICN @.7P eENEMAL PROJECT INFORMATION -R N C LLI -v - %-ks� < -E u F, wo I Cl T T-o A RH" LLFj (D < U OTES 1­1 B-H,". B �311 1. THE BREEZE. ACCORDING TITI"'TTEE' 8" JNLEFALLIFIT-BILE.. Z1=2j.Nll 1-0- IF S-IT 111ITF, —NITIN 117 "1 SHEETINDEX < cn B" F � L I �", 1: CIVIL SITE PLAN JOB NO. 18-012 4,5111,11 2: CIVIL DRIVEWAY PLAN T, 14 312 IFl T- T, 31. Y-- q7 3: PROFILES 11EIT 4: NOTES Coll FILE -#1-112 lLoTDlTE 07,'11/2- 1 1 or 4 A '4L=I_F'-E', 6+iF '- _-, .rle_oFrc _47 TI,? J --,T'�W'GHIF -`_'�. F. F,I1�_E _ - \� __TF_ FF�Fl IFIF 1'_-1 ` \ - J _ c IF .-u - - F_ IT ,v cl sip =.' _ - .• --_ 3�°s; - t F _ ° L ..EF i I EF PITH. FL _..' ♦ >/ 11 1 V —E+° 15 i w J .'r -- — <owcn� W C, C COOIt —_� JOB NO. 18-012 —IT FILE c o, a-_;z I aLa, I— a 11 619 2 of 4 RIC_'HARD JOHNS011 RESIDENCE 0 12'0 OSPREY LANE ANACOPTES, WA QE221 SKACIT COUNTY PARCEL P124723 ? N . a :A fl,Ir,rvll FF �iE OAiE CHE� EVI;IVn� F'FI-� IE:— FII T -rSCHEMMER CONSULTING GROUP PLUC 98121 e;f Me=omE namm a mail s1°.ei���s�o z�a�Dne� �� 2,7 e maa =o aADDITIONAL �aaanea o� CONTACT RTES STREET DEPARTMENT MAC 86829 officeN Oj RAAN CITY CF ANACOR—ES WATER DEPARTMENT TERRY oN602 aro _ -FORmAr€ .1 c �J e ees@ca Ic<O ',A— A CACCIDE NATURAL GAS - - e 6151118-5I 11C —4 5 PUGET SOUND ENERGY TC_A e-mail [eresa oop@vse cum w w a 0 a ce w a � o a T w o, V) O d � U cr c, i F Q -i L tJ C Q Q c`J LC: Job NO 18-012 c<- FUE ..,rja-o1z I PACT CITE C-n5 zmv 1 4 cr 4 l '�\ CONSTR. ACCESS SECTION I L - ----- _-L J / r � \ I� hI \` dl �J YTV SITE & LANDSCAPEN w F- DRAWING INDEX Al - SIR Plan, PrgW Itrtormahon Al ElEV t.B - AB- FO..CabIF PI,E Aa- Lower Level Wall Framing Plan - ( INSULATION VALUES - Main Level Floor Framing Plan - - AS Main LCVC1 Wall Forming Plan - AG - Roof Framing Pill AA2 GRADE A_GRADE AT B.dd Ug Sechoas AS: DCCA FRHT Rg Plans LEILINc _ FLAT R.a9 D FLOOR sl�caD RIB P_OT OAE T1lrzato FLBSPACE R D IORAOE AgSlding DC.11s ENERGY CODE NOTES to BLOCKING AS DRSHISAGEED TO MEETC RRENT ENERGY 111 RTS CRLEARAGE SOL PLATE IS TO BE CAULKED OR GLUEDT "LOCHHIM JOIST BE WEN STCNES TO BE RE To �FAA11 ILL NoL.PLUMBIING8HVVC OT ECSCALIMNEOTGRECTRILA y PEN ETRAT BO%EB AND BO FIXUREBLONS-FICR WALLS OR CEILINGS PETOSECAULKE]IBGLENIDTHAPPROVED GAINETS NINSTALLED CESSEpLIGIiTSARETOTOeEILRATEDFIRTIGHiB - - -- EAED _SURROUNDING OWB POUGHOPENING CAULKEO/sEnLEU OWS A...OR—BE ALI xHAUST FAN DUCTINO TO BE INSULATED ASPERCODE,IOHAVE ASFEWBENDSASFOBSieE, AA.__. NO TO TERMINATETHEE%TEPIOR OF THE STRUCTURE. a W + WIRE.S, FnFESAND NOT COIAPRESSFICUL TO HAD ONDALLF­A DO LETBOXES - SIDE THEHEATEO ALAEFABLES"CEL TGAG DUCTS �O HAVE sSTALLED OEALEO JOINTS,CORNERS I NOT-. AND INSULATED IN ACCORDANCE WITH WSEC DAS EDITION SPECIFICATIONS C—C 2E1B1 RAF�E CTI 6TORBE INGTAL1TAII£DONTHE A �. cad L WARM SIDE OF ALL INSULATION ALLRECESSEp 11FRoURESIN—TREEMAL ENVELOPE TO BE CERTIFIER UNDER ASIM RNS AND APPROVED. HSEnLEDAROUNDTHE EXTERIOR IN AP Z III INSULATED INACCORDANCE WTI WSEL 2a1S E EXTERIOR DOD S TOB BE BO v✓.aTNER-STRIPPNG. THRESHOLo, A DOR SWEEP ARE WORKING PROPERLY e— WELL ��'11 BLOWN -IN ATTIC INSULATION TO BE INSTALED IN STRICT 0 CHNFORMA CE WITH MANUFACTURERS ]L RECOMMENDATIONS FOR DENSITY&COVERAGE REWIREOSMBULAE 3 z WEATHER-STRIP ATTIC ACCESS DOOR i— VIDE IDELD'A"'T"DUITED c) p R�LTIVhL INTOTHE RETURN AIR PLAENUM NE THE FURNACE BY51EM REULA)E IHE DUL I IN—OCCANCE PSO_E DAMPER To REGULATE GL W 7 INCOM NG2FRT'SES W �® ALL GAS COMBUSTION APPLIANCESXCEPT STOVEREjo DIFE_' TOLD UD a ALL NE%HNSis TO BE SEPARATED BEA Mlry a�VERT. AND 1B'HORZ IO LR WHOLE -HOUSE VENTILATION > LLTRARESETHODS Lan a PEOSEDTOMEET THE 'ECLI, ANDWBEC CODER F THE OSSHMGTON STATE VIVO ry So (A) ASINGLE WHOLE-HOUSEEIRAusT FAN, WHILH CAN —FOREDOUSE-OUtt AS A ROOM SPOT FAN, IS 47 W m m REQUIRED FAN MUSTBE CONTROLLED BY TIMER SETTO ERATEA MIA OFe HRSPEROAY THECFM �j W GARA" NE RIDGE) 11 RATINGSO BCS MIN 5 ZE Al NF FNV MU11 BT BE o 6 O O ITS CFM, RJA VIAO 1111) g 3 V N c FOIRCED AIR FURNACE SYS EM FURNACE MUST HAVE FRESH AIR INTAKE DUCT AND BLOWER MUST BE ACTIVATED GY TIMER TO CIRCULATE DAILY Z Q DRlahard BroDeriGCAIA IOa No 11"HITNO Al TA COLOR PER ��WERS POLICE ME CONTINUOUS WOOD PANELING UNDER VENI G-EN w NDO. fful W,8-ALUMIN MSTYLE&RAIL 000 1 W OBSCURED GLASS INSET PANELS 71 EAST ELEVATION III IIEETAIFII L Er WEST ELEVATION --------- - --- F --------- - ------------- -- L l' AF-I SOUTH ELEVATION 1. METAL -MNE1111 �REGLE _"U TRIM BOARDS) LT-= LAI _: -71 NORTH ELEVATION m Ell 37`641 " -j LU CDR'.1I All p-C, NG A2 FOUNDATION PLAN GENERAL NOTES — 1 3 .. a 10 I i I L- - I I I 1. FND. WALL DETAIL cAO FifEPl.T.Al 11,211 5 r,° I I I i I i ---- 1 I a I , 134 la � _ I a, I 'a3 )I _ 2 I r 3 Pi I I i f2 it i FOUNDATION PLAN SEE S-3 FOR FOOTING DESIGN 6 alry-i'l-°�F:-� rLL 1 a rarr° resew x3EL m� � r ,rxry oep c.=TM c•ui �at a 3. TYPE. END. WAL€. DETAIL Tl— cnv+raa,°nnwAoxT A,NLr*<" �l1.1— I �' :.�1� rvo zvvay .av rl u FOUNDATION PLAN NUMBERED NOTES Q 8" thick concrete wall with If 4 bar C 18" O C vertical and#4br@,B"OC honzontalunleasnatedothe,wlsetUNO) Provrtle 1/2" l - anchor bolts @3 48" O C and no mote 12" from. of plates U N O W See TYPICAL WALL SECTION for tletalls. Q 16".16,by8"thick conore[e footng 11th(2) a4 bar coot. ha„mnfal Pour over uMrstu,betl eaM 24" wide x 24" wide by 18" thick concrete footing with (3) # bar coot honmMal PonroverondrsNrhedearth z� 2'1" wid. x 1'-6" wlde by 12" thick cant Deck tooting with (31 #A bar ant honzonfal SEE ENGINEERING FOR FURTHER DETAILS Pour over undisturbed earth 12'wdeby 8" thickened slab with l2) Y bar coot honzontal J Step foundation walls per elevabor. change as required Q 4"thrck Piper -mesh rnn<ratealabo,era min 8"compaMed fill Provide a min 2" slope for 61111age at Garage area 11) M r+Esw co, aRchard Brotlenck AIA 7. G,-a AOE FOOTING No A3 WINDOW SCHEDULE MASTER0 As MASTER rc cosET BEDROOM 11F WALL FRAMING NOTES le 4- Plate and l2) rop Plate. Plate seces no less tran a'. = A1-1#2 7,jb� FP'llidd 5'� th,�R OSB sheathing 11 p—te, D-119 I'll, P�d, R- 25 V-1101, Tyr-1 U N 0 20 214 W �d �11L Typl� It 11 11� Space swd, w 16., on center- rY,Typ-1 �0— —d PVh—. MEDIA ROOM • F S,, FLOOR & ROOF FRAMING PLANS h,,de, si— a he AV .11d— L—E pb�,g p,, 2DI 5 WSEC m 05 1—d. 4" pro LOWER LEVEL WALL FRAMING PL`AN .—w.— a 01 —0 z 1-7i z g Floor Framing General Note, trzx -y w > u > LL LU Lo Lu Z 0 -1- T. 11 11 ic.Gan U- Framing Numbered N—s 1. IT MAIN LEVEL DECK rtnmz s FRAMING f, VV,g pi.. PEE McK 8 7-11 LAN $HT A s", T�G rll- -b b-lkm a�d acke U-2 BE � 6,12 OF b— w Y—bearing each side U H O. ,D4 WIllf—Ing below— L—, L-1 W,11 F,,,,g R,, .......... ------Typmi W111 Section additional detaft - —I z MAIN LEVEL FLOOR 'RAMUNG PLAN {see 8- I —PA. -1- 1 p A4 IL.TITP —11 W]d ONINV16J -TlVNk VSN-13AY1 NIVIN 81� EA, N. C—J (6 -4- 4- OF ffi - kf At Lall j I TI zi I LT ------- ----------- 4� 'I > S, n A U, "b., 0 i W 42- -o 1, p NIARNRM g UP E!", H� 0 ak° o 5� OE 'H9 gN g z () R.. 4 Nfif 0 2 lg-p S.. Moft ow, gU ao„Rj.. � W 18 g-TUN E Had A , T.�- --- M I, gm-g 8- , � -,p 0 M mn H, 141 A ove-1 Awdso ozzv LO ,josuqop AIJeAGFJ 'a pJeqoW :1-J --P-M --N m -1 71, I �_ _ = �1 - — fi -i — f I I I 1 I I -- I I , I iIL I — - — it -—' _ —' - - -- ROOF FRAMING NOTES -- � (D 2, 8 DF#2 Rafters between perpendicular I �0 -- to 55x16 GLBs 2x B's tcp ilusM1 wl top of GLBs Provide 2 15 T&G & rirs" USE sheathing - t@ 1 12 prefabricated 2X wood trusses spacec at 24' on center Provide 7116" Nick OSB sheathmg 2 T Connect to wall framing vnU Simpson R-i framing anchors @ 'a12 prefabricated 2XV god trusses spaced at 24" on center -- ROOF FRAMING PLAN PrOJIde 7116" thick OSB.,neaNing c.— Nwan franwg It smpson wl o- 0, I,C, rs Y,­ t'-o° 2� 2 16 bearing wall, sNds spaced at 16' on center, Provide 7l16" OSS slteattling at perimeter bearing walls SEES-S FOR BEAM SIZING I 2"x 12"facia b—d See BUILDING SECTIONS for defy Ry,FRt) C4' All load bearing headers to be 6 x 16 OF #2, unless noted otherwise 0 5 5 x 16" GLB DFIDF 24F-V4 Roof Beams @ 1 1 ' 12 © 2'x2'8kYllghts 2.6 T & G — c CEDAR CEDAR , yes- OSB -- 2 x 8 OF 2 x12 I',I Fes——_L�3—i—�—_ CEDAR - SIMPSON LUS28 GILB all sitleclwhI X4-"Picture tame" I. BUILDING SECTION AA 1.=1.6. 6T&G--- CEDAR SUB FASCIA I 2 12 CEDAR 2x8DF — ,q'x6T&G--- OUTRIGGERS PINE BUILDING SECTION BB ;._1`,. 2x6DF- Iw"OSB ` SUB FASCIA �4JN� 2xBDF -- OUTRIGGERS 1 2x4DF� "x6T8G — it zxlzI� OUTRIGGERS CEDAR CEDAR BETWEEN SUB -FASCIA BETWEEN SUE -FASCIA FASCIA AND STRUCTURE AND(2)TRUSS IN TRUSS — BUILDING SECTION CC �RE�sED o�str—sheets � n, I - — j 1� eereesa ec rae,p : — a 1 I —— BUILDING SECTION C-C =t -o (D �u 0 ^� -C' BUILDING SECTION A -A OF ,-1 r) BUILDING SECTION NOTES Q See Foundation, Floor Framing, Wall Fremmg, Roof Framing and Elevation Plans for addd o_1 requirements G Min 24' fall concrete stem wall with # 4 bar (� 18" O C vertcal antl 4, bar @ 18" O C honzontal unless no?ed otherwise (U N O Provide 112" x 10" anchor bolts @ 46" O C antl no more than 12" fmm dS of plates U N O See TYPICAL WALLSECTION fordetalis tp 1 �iy 4"Mick fiber -mesh concrete slab overe min 6"compactetl fill 9 Pro da min 2" slope for d�a:nage lE eackfill to provide nature) dminage away from structure 2 i s t - -� f - - ° U 4" perter foaling b— continuous C.Penmeter Provide a 4" tightroof dram System to drain to an approved IocaGon Zzi _ ti05 Continuous 16" w,d,ide by 8" thick footing w/ (2) # 4 bar I i. � � � - - -- -- --- ----------------�----------- U 2X PT ,It boltetl to Foundation wall t_y r �. ( See TYPICAL WALL SECTION for b-11I) 2x6e4,r pr st,d wall ftang spaced at lfi pa center Provde(2) top plates wth splces a m n If 48 pa art mcar.cixs nu rr- Provde T/16 OSB sheath ng at per meterwalls H PrOv tle R 21 nsulat On M Penmeter walls -�^�•{ I� t= -=1 p Q 08 118]5 deep BCI65o0 Floorlo st oraparovetl equal spaced at l6"on center w th 3/4 ih ck T8G plywood sub -floor t L, 5<lD DFi headers at bearngwa111 unless noted otherwise mmoeateaucrwo kre11, ----- - - --- - - Bee eRo Atli ling OSB ah-thtai�Itl eQ atler sre See FLOOR B ROOF FRAMING PLANS for beam t he \.� III __- __ FOUNDATPIDN --- -- ----- - _ _ _ F _� _ _ _ - —!fig'- t e _ Enoentef wih nhOSB,he h, at �4, Is ace " •' 1EERED STE. wnl.i. E Roo Fa g ns fo Betas - - - - - -- -- - --- -- --- - - ------ -- - _ R36 9dtoam nsulat Dn _ _ - -- - - -- -- --- --- provtlePVA pa n: or polyethylene sheet vapar re tartler at ntenor vde 9 i6', R491oose fill insulation Maintain V 11, space _ and provide PVA paint or polyethylene sheet vapor re -larder at— side O r BUILDING SECTION B-6 -O 1141 Provide R-30 sound insulation@under-floor ares p a lig _ 2x 12 cedar fascia w/114 sNngle strip, typical on Siructurai SM1eei 5-e Btair ireatlS to be no less than 10 1/2' no less than SR da Risers tc be no more than ] -- Provide a hand rail no less than 3a" — no more fhan 38' tram nose of t,.d if more than 3 users I- OSE �• aean ningfbe g as bans linen ann a^i�an nswrred w O N j � Q o p] M c o L N c Z PRi Nhgard Broderick AlA N Er ND A +tl 4'6' 7 -1 l," 7' 11\� z—wmrs ms .rw -I. � I ___--I_- - 123�1�. _ _ _—_ —__ 1-__ 1 ' ,T k rr 41 DECK FRAMING PLAN DETAIL DECK FRAMING NOTES 11 2 PT OFJ.—I 16 0 C Connect to I.doll board... LH21 O� _v 12 PT DIF SO't to M-1 fl—,O .1 (3) S,SimpsonSDW sc @—1 -d (1V'OO) i3, 4,12 PT OF R,,j,,M =Ur I , 12 p—d Ep--k,il board u. ZS 5 5 r 14" G1 8 post, co c O one Pad 4 custom anti acluretl qn steel supports N-ft this she iSI 5 5 112' GLB N.St, c ..... pldw 17, 6 . 12 P7 Deck b— (TYIN-1) 2 7) Al— .1d:—pSld gIlzl,NI,TT 0 b, determined < �g Ed 11 , 7- —Sil- S. S 4'-h— Ny - p... through co 7 1 -6' 41 - Pr. d� . .,,rele 11pp.ft p,r N—Ng d,— i,,I,di,g (D cua th, —iH, i," SH-1 ,,HEN S- Sht 53 S Itil—d -ES �,--Ng for re -bars h,d,IN S 815 P-6. . -,-,Etr.t S, d—, -N, i') ADUN 'F— LL -44 —41 th—d�d d 6 12 b— DECK SOUTH ELEVATION DECK EAST ELEVATION 2 QQ j Ld 1116. mum smro� -k— -O�S. MA TOPVIEW TOP VIEW TOP VIEW TOP VIEW TYPICAL WALL SECTION 4" 1-611 2," 3 11 1,T1 4' 4" '21. < 4- 117. END VIEW V_10 END VIEW 7 ...... END VIEW 16 4 4" 4' 'E"'N"" SIDE VIEW SIDE VIEW SIDE VIEW SIDE VIEW EN. VIEW li— Brotlenck A. qis1. No 6A) 1-110 (c) 1 = 1 -u' PLIT11TE 11111-1— SHEET NO A8 c. ......... . .. :A �T 4F- _2 DOOR / WINDOW IAMB - RAINSCREEN I IL II I <����afEr:rxuh HARDSCAPE CLEARANCES RAINSCRFFN III S—A—E— FF 7 WALL & SOFFIT FOR VFNTFD RAINSCREEN I —T.ATE Ml— -1 FIXTURE PENETRATION RAINSCREEN — — - — — — — — — — — z.... �ax1� 111-11 GAP IS S1911A '1'� WlE,211F'l E— S, HORIZONTAL BREAK 0 FI DOE TRANSITION— RAI NgrR FEN E111 S`°` I I SCAtE i'=. WALI & SOFFIT FOR VENTILATED RAINSCREEN IAI 't� IS S—E GRADE CLEARANCE RAINSCREEN s— 1- INSIDE CORNER - RAINSCREEN Hm,lS—1 S, 'tR 11171-1 z WINDOW/DOOR HFAn - RAINSCREEN "T, 1:1/P'OR I Fqq PENETRATION TREATMENT — RAIN q(,RFPN C__ILiI' x.meP.�,rv.,.as n, ... ...... S,=III rx*fx,ox:xEaTx,no 11—SE 'Sill 1-1-ISIS11TE OUTSIDE CORNER • RAINSCREEN Mlll� T. k t 15 VT 7" o o 3 3 3 2 O "M STRUCTURAL NOTES ACE �Islo�ls - - - - - 2 - - - - - - - - - - - 12 -- -- ----------- 7-11 —'16 —21 �2 ----------- ----- ---------- lip i2 2 t, In z FOUNDAMN PLAN ALL S—RU`ZT URAL NOTATIONS FOUNDATION PLAN NOTES ARE M ,TLGW tii 111t, .—. I." w,ll tt 4 b., 9 1 d I l— and 4 "I" Provide — 110" drlh., dit1b, @ 4a o c rA" a and,ro mere Man 2 111, 111, of plates UNO 1; 41 icr lx' z k2i 16 I'd, by B Ih,,k concrete—i,-h(2)iW barcont h,,,=ht,l P,--i dd,,hh .1(4).-1 Fa x3, xf2 con ZD LL RA 24-dr- --ti. 1---d-b—lb �e 2 Ibb, - Ild, by 12- dddk flotling with (3)� bar comet ' #3BAR 12" wbit b, li'trh—dd slab — (2) #4 lb., -irl rx G6 t2y�- B�R 4 4 thick fArer mesh rvncrete slab aver a m n 6" wmpactetl hll P.,,dd a m n 2 slope for dlidnacre ai Garage area - - j % T m 4 --mr, d 11A DECK FOOTINGS jr.1.1111 S3 R 4 ,-e'-a-5_--a' 4 I I 4 L , I�`)1 RHI Y NESTER AT_ MASTER R - " -- - -- BEDROOM RAD` N _ ccOSET I Q a }_I rih h 5 ©'' & , a7 -- - - - - - _ -_ WALL FRAMING NOTES tba" 4 pl lop pl p ll ?i6E£t wallframng spaced ai l6 on cenizr HA'_LWAY #2.z 4- (1) IT - Prcv deb'm late antl (2l ate ate sl ces ro less Prevde]i6'tb ck OSB s',=ali, ny on ptr me'er beadna walls I u PrcvdeF 21 nsu of on Typ,,IN N O .. - 2a41n, st ,cal at l-4 unless noted o,Merwiae P . f l � L "i� � T F C zSPace slutlbs aiat6" on center ' �e 4 3 6 x10 DF #2 beaoers Typ,wl unless noted ot',erw se a�-9- MEDIA ROOM [.=n 1 u See FLOOR &ROOF FRAIvi_fIG PLANS for head6rs,Es's L .+T,_r. .Tt,.E Allw�dows and doo glass io Se �ATH#: RECR.. d2 - LowE Pa N/S_C s'--� 9a_nH Per 2U15 —r—T 2 4 - .,..-, 4 r,o eo. ccor :,ccn,re _ P. LOWER LEVEL WALL FRAMINGaPLAN .,, =Bamnnmenn.,d�oale..�r - L ALL STRUCTURAL NOTATIONS -- -_-_ ARE IN YELLOW DEAMSCHEDULE ---- _� t, E E.JAL OF GREATER PHD - +a",g - -'Ll + LOW JTH -' l IF RE Hp 6aUPLE z 1IF a CD z --_ _— - �' - - - - - --- - - - - - J e EAHi,Vith'A LeELOw , 6z12 DF42 �---- � W LL LL J Of J LL — i MAIN LEVEL DECK --T --- - - — - - - L---- a FLOOR FRAMING NOTES _ 121 SEE DECK fPAPAINO '_ _ _ '+ T-� - - - - - - - -"-- - - -' - - -'� - ii BTS"deep BCI9018or equal spaced at i6"on censer - ,6'"x.-te'-zj--'-"-- per marufac urers cram,', i PLAN SHT AB PIYwootl sub -door matena' cF �p 2LF aF 4ae71C Provide fillers web stiffeners, blocWng panels antl backer blacks e,.B-5 PSL ] 2E ABOVEnw � - - - - — - _ - ---- - -�J '.2 11875" x i 1l4" Versa -strand or equal nm lots[ Typ,cal at 1 _ f3 I i"q, - 3� 6x12 CF F.eam wl3"min beannH eacl, sideUNO O. " flaming below, see Lower Level Wali F11-9 PI- O O r 1 - - - - - - - - -- - - - - -_ - --roF.a=-va Z e,:,I az eaz Ba3 6.1p C=#2 is ar ro en pR bLtlB -s.", Bag 6x I2 PT EFI - - - - -„—� Btr d GAIA h7A1IN LEVEL FLOOR FRAMI'JG PLAN -- - - -- - --- - - 4a PTFr•Ti. ----- - B<3 B„�., s«f n 3 ST011 F11— AING W111 FG `R` 2 2 2 2 5 SHOP 4 2 2- '4 F_ 2 21 GARAGE 12 41 ,'WAIN LEVEL DECK SEE EECY. FRAMING' 31 2 ........ ­T0t­AC­­11 RY 4 4 Je "2 ­71 rTX� ...... 2 2 2 9 FLFATIOn 'IT �1 'Ll 1A T�l 1 4R I TF, . z MAIN LEVEL WALL FRAMING PLAN WALL FRAMING NOTES wa f­, ­1 1, 1. z P (1� btm plate (2) top pf,t,. plate slices .. — tfl,, 4' ec P� 0' 7/ 6'thlIk GAS 11,1­19 11 ­­g .11s LIJ < -- ---- T ALLSTRUlIONS P-11I R- 2R -I- Typical U N i ATMW�M 2, > 2,A lnt sId ­1 TYPI-1 It f1t umess —d th­­ Lu LL LL 6.15DF—Id— Typ1.l­l.­AtAd.thA­. z See FLOOR & ROOF FRAMING IlLANS if- ­size's J - A All windows and d,,,, — git— , be LowE gl­9 Per 2015 MER Provide 4`-, corcrele p— at --y, �o F1 I—, Moo ­ PEtee,oJA - -E 0 7 :Q 14� zarvEPa r V= WALL -ITRMUIRAL S5_ ea tz, 2� 2. T1 - — -- — -- — -- H 13 li FT ci 51. ROOF FRAMING NOTES tween 2 . 5 DF*2 R—, beperpentlicular --G­ 2181tIpfilh—p—LE, 01 112 pre b, FT,d2X—dt,—,,p—dI,t24 I,center 7,- P.— 7f1E lh—, 12 prefab, Gated 2X ..d I,-- spacetl a 24" on center P—d,, 7116 thick OGE ,h—F,, ROOF FRAMING PLAN Conne to wall—,E . ll, —,- .-I ..', anchors 115- —IFF p'—d. OES sheathing at P.11-1 b—g .11, (3 2 , 12 board — BUILDING SECTIONS for tletails (ty.-) 4 All load beanng F-- . be 6 x 10 DF <, -1— — otherwise 5; 5 5 x T6'GNC DRDF 24-4 Roof —, @ I V 12 S 2x 2 .1, Tol. 14 111 .1 11 1 14' F �IUF*I �Q 12 1 1 1 1 — 11 F IF 4F- I I", 241VI 127 1 IFIIF 2111 BOL— B26, 11- 1: 6 " F 61 1' IF 12 F I IF F .2 — 2 III I �1 �1 F 11 11 IF 12 F 5 5 -IF 14F I DU IF I 2 .42 11.1.2 6 1—IF I — ( 1111 FF.L Paa 1 12a 1, 1, z z LL LL LL 0 0 w Tl- f3 L a-,! 7 F, �J BUILDING SE(MON C-C BUILDING SECTION A -A BUILDING SECTION NOTES F ... d,aaa Flau, FI-9 WelRaining, Rod F--q and -,et- 'W- for requirements �_ __': 2i Min 24 - W ,ft R I @ 1 F o C ­­ Ild than 12'f1l, e- f U N 0 pl-� - T_CAL WALL SE -ON lb -tall 4� d-, I.--h �laa a- a inn a' compacted1111 mn slope T1 II (4,fa-g d @ pe-et, U) -,ae . I' �'- to"a" 1. a. 'a",- z G.-.... la-deby8 tJt1.-.t1qM(21ffi4- tt: 2X PT ,il bolted to --b- - 1-- isw:.0 ($1-Pi ­LLSEGTION C) I8tLU 7: 2 e, it 1 a'-a,t LI)6OSB 711top plates wish W-tpa 11 sheathing aperimeter wells (.o9P'-,,de .- atpe-ete, ways R-21 -ul zP.-de III � 8� 11 876- deep BQ 650D f.u, foist 11 approved equal sp-d at I .1ale, ___ III_-___-__,___-- _ �-_ � - -- - - - _ - with T&G ply- sub -floor See Floor Framing Plans for details J Q m (, I j�r I - 'B' 4'- -- -- _ -, - I t Iq, 9 6 ato DF#2 headers at be-, -11, unless noted otM1ervaae co < 10 c) $e. FLOOR & ROOF FRAMING PLANS for bell I h.- - 11 2 r. a DF#, .at t.- or approved equal spacetl at 16' /� center -1 F,-, Plans for delaft 1-tu -, ...'ad R-t,u- sp-ed at 24" t, eat- rig See Ra.f F-g PI ... fat d-li uu uu R 38 ngd f.- -ulato, 0: p-- dyet,yis- --­-dalside m n vent lot on space n BUILDING SECTION B-B aria P-1 P-t .1 p.tyethyl,11 mealap-e-de, al, -,at ad� 72 0 8 tt-la ---l.laa @ ur,detl ....... 2 . 12 -, f.-a � 1 � 4 0,agf. t,,, lyal-I 181,11 tla- ta be - lea, than 10 1/2' th- R- to , =,a 7 Provide . h.-e, , less than a,t - .,d no more than 38 from nose at Mead f more than 3,,a-,e ... . - - - 111-1, AIA d '4- w T,— — �7 - e 4e�. - i ,)1, I'�F; Ilj =_`I, �+—�—aa�i;`iCI�,` ° I I II � II ��� f�� � i, � I Ilo DF 1 '13, 2F D, 2 Ti I I., PTT .11 eaa I IT 1 .1 DECK FRAMING PLAN DETAIL DECK FRAMING NOTES j 1 2 .1 2 IT Dl 1— at(6"OC -1— to 6lmp1l, LU21➢DZ 12, 2 x 12 IT IF W- N— ft—!, ...... pu every stud (,6 o c ) 4,12PTDF N1. j.l.t 1 , 12 primed ­- Ill 1-11 55.14-6 Pad details thls she GLBpnsi, connect to cone pad w/ x�) custom manufactured �a'steel scpports _ rtF See details this sheet7' 15 6 1 12 IT Deck b.— (Typ-1) g, equal, connec(to j-1 2 H,— Decking screws (1) ­ jll,t 7� AID, t—p—d 91— �11, t� b. _j Height b b. .. less than 36, for d.,, —c. a_ 4 ph— may W p— through the -1—YINel ­p— 11, theSht 538 atta ched f., re b,—h,dND L �O� Provide I Mdrawn dl19 (2) HDUB .1 X 16, min LL LI- Z 11, 11, threaded rod per ea 6 x 12 beams Y DECK SOUTH ELEVATION DECK EAST ELEVATION w O sEd E, -7 5g' TOP VIEW -P TOP VIEW T4P- 4 -o 4• 116 ­5 4 END— 1'-24 z 4 —Ele. —E v— END VIEW S8