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HomeMy WebLinkAbout1.1 Vicinity MapGENERAL. 6TRUCTLRAL NOTE GENERAL RECUIREMENT6 I, Design Is based on the 2006 edltlbn of the Intermitranal R.►Identlol Gad. OW. 2Deslgt LNe Loads, a. Roof (6rxx+d 40 PSP b. Yind,....,..,,. 40 MPH Baste YUnd ep..d, 6 el*Oed gust 6.AII am.nslar, elevations and detail. on structural documents shall be v.rltled against the arahlteettrol doumente prior to coretrvetlon or f0lrkatbn. 4.The adntroct stnvepral doeumenb and .peelflcatIero represent the completed otfuckre. Th. contractor .hall provide all measu�oJa�ed erehn) necessary e esote os1saernyrtx0�s protect the tauter. awl swathe SMo4 Iral cod ClecltrTcai floor*, Notify Engiald neer nth cry apentngs to be wt h structural systema. PANDATIONS rpn baled Report I. H. t0Paeiiox 6iolecMlw0I Ina, dated 0 2004. Moxham d.slw1 soil bear.g ropoctty, 6000 PSP. 14nlwm dead lead bearing pressure. 1000 PEP. The Contractor ntgll review the eons Report and ►ellen all recommendations therein, hcludhg, but not 'Willed to excavation, .It. c4, dItl0n., drainage backfill d compaction, /taros -grad. eanbvetlon, d ahag..ystems, anend 11t4 hMeappeeaCtIan requirements, 2AlI footings ere to Wer On undisturbed nalsol bowing materials or ted struck/rot fill. Compoetew effort for structural sh nil aft b. h accordance wlgt the 6011. Cngh.er'. rseemmurxhNOre. EMrhg sans (mural ad compacted) shall be Inspected ad gaproved by the boll. Engineer prior to placement of foothei. DAvod Ingestive rutting co dying of the •xcavotlon, keeping the excavate,. rec»oncbiy Free of POUR` during plaume I of concrete for footings. 4,6enerol Requirements. a. PaudatIan rolls with bock1111 an on1{1 one call faae shall have all svpporting among optima or (tMpOfA'y traahg h piece prior to picalnfa boa011((Mless no Id otherwise on plo), b. D0 kiln on viol e with 1111 an both sides to be aortpacted h usual Hits each old. of halt. CONCRETE AND Iltaifeoferres STEEL IAII Concrete shall attain 15400 P61 eom anosrve strength rathh 26 days, 21)se Type NI Portiere' Cement (ASTM 0160) with 4-6% er erai,al meat. Concrete aggregate to be normal ralg t (stone/. atm? arm all cast•h-place concrete Park h accordance with 'eoeuficatlons for tit v tiral Concrete for Milano,"AGI 60I-84, r1is.N noted otherwise. Provide hot ar cold wea6,.r protection par A4I 605 or 606. 4.R enfarcing steel shall bentorm to ASTM A6i5, 04 and smaller • bred. 40, .5 and larger • Grade 60. D)4orNantal rein, achg .Wel shall be made Canavan. W bars a mintwm of 00 bars dIc meters at all splices end proHd m'n.e bar.. Norrcatlon and hstollatlon of rehlorcing steal shall conform to AGI 515, 6Provtde accessorise noes say to properly rapport rehforchg at the position .alon on the dactmente, 7,Golelmn chloride or admixtures rontahhg more then 005% chloride lore or tint ter ere not airmltt.d. DDo not plan pipe., dote or claws h etrvckral Conant. wfthevt prior approval 91 the 6buciral Bngh.er. 611411C11RAL, WOOD PRAMIN6 A 0IMII4610NA1. wreak IAII arbor eenst'1,000 n plejlt and heavy) .hall eonfdrm to Malcom Institute of Timber Canstrvotion (AITG and Mafiosi Divgn ep.0Ifloatlon MDS) .talo -ds. 2AGGvveebral Prating MNaa *hall W Douglas Fr Lerch, firth the following minimum grade* Plots* ancf6t ds 02 JoIte and Rafter., 12 Deans, Post. and Taken e1 5All *I11 plates In conte t with Concrete or masonry Pandetyn shall be ranclatron tirade Redwood or Pressure Treated teem -Pr 02 Or better, des d for 'Above brand' usage as defined be the Arterleon flood rYe.erv.re 1ntl,t , 4).anhot.d Veneer Lambs (LvU shall be destgd vand fabricated hee aordm4 filth the Natrona) Research 5e d ad the National Design Epecillcaton Par wood, WLb to be Ill' thick with the followiny,g minim rn horkng st .sees, Pb • 2600 1611 Pv • 265 PSI, • 1600400 P61 6Ylaod maufeokred products other that those noted, rhlch have 144, approval, mei be used filth approval of the Engineer. 6. PA6TENE1t5 AND GONIEGTOR9 IAII arbor nailing end eomections shall conform to IRE and AITG. Reference IRC Table No. R602A4), poptarung echedrk. 2)4etel comeeton for wood fromhg av ma fe tared by the 6ttpson Strong -Tie Conway, corrector* wIth nal* shorter than carrion as follow., Ed x 14y 1Od x ly', 16d x 2y", rent..• noted otherwise. 6Alterrote carnaction. and fasteners to those Meted above, Milch have I44. approval, may be fwd upon approval al the Enghaer, 4 sten eorn.ctrore, heludng leod holes, pilot holes, and screw h►taliaNOn,.ha11 conform to N06. 6TRUGRJRAL 5TtS.'1. I0eolgi, fcbrkatlon owl ostallatian 01. structural steel shall conform A1EC and APS speelneotiore. 2.6t el other than lopes aid Wan shall be ASTM A66 (mintwm yield ,trergth • 66 K61). Pio. t elw shall be ASTM A60 Onhtnrn ,Erode 5.ld mM yield Jstrr Tic•• 46 I 1 shall be ASTM A500, bred. b 6,comeatton bolts .haul be ASTM A525 tries. meted 0100(10 .. Mhhxm of 2 belt* per correction. Anchor bolts to be ASTM A501. *Allot wends shall be made with 11OXX rod, *In 6/16' and cortruow tri... noted, 6Aroove welds shall be made with BTOXOl rod, and be NII penetration aid coMuuous, urns. noted othernl.e, Io ids pen hob !news as profiled en the document* to safely stgport the hdbated d.od aid live loads 2.Truss merufacturer .hall be e member of the Tres. Plate institute (TPI) and Component MaOteca5t�co' r0* 000.41411. Trusses shall be designed 6Luickor for trussesOS 13111 bel of Me seer peck* by Erode maul required by the !'i 04 er'e desra Erode stop la4h piece. a Nauwa 4Mmufawt.r• and betepress-fit metal plater complying with TPI.74, 5.Mawfaotvr.r .hall .Jamb shop craving. to Architect for revkw awl approval. Shop d -owing shall mama* truss pitch, span, and 'wooing, goose 11d location of com.ctor., booting and al h01'09. oct1E aad., bull-te-truss connection., bridging ad 6p.rr a+ent broott� 11.tdll, anm. d all related Items .e6ttlUamn ►hop anonhas to 6w elle*" for review and approval. 7.etbmit design eolcuTatronh bearing the seal of the hkevfaobr.r'e Engineer, with the shop Wowing., indicatihnpg speck. and rocks of design loadings, cid foe. atalysel of each member and desiggnn of each comectbn, etrotbrleat• enWapprovar drawings !naive awl II lad Ilene required f�t1100 to-halvd blocking, bridging and permanent bridging, 4.6iaw load dtrot e. Trus* top chord dead load,..,.._.,».....,,....,_.,, 12A Pep b. Truss bottom chord dead load,.,.m,.-.,--...,...,,,, t0.0 PEP 2x6 6111D6 TYP • EXTERIOR WALLS MERE teces6A*Y, TOP BARS TO 061 SPLICED MID -WAY CaiyeeN pOOT N06I , 1 BOTTOM BARS TO BE SPLICED OVER 10011N64- TTP 2' CLEAR TOP s BOT, 0-'. GOTS GOVT 2x6 TREATED SILL PLATE SEE 5/61 PT6 65'OND---.'� I I L J TYPICAL GRADE WALL BETW FOOTINGS 04 6EArLAN •15'04,- 656 C/61 04 HDP.15. • 12' O.G. 2••5 TOP 1 BOT, GOTI 0 4' N06H VOID mints BETYN POOT11466-TYP, I' • I'-0' Ia1G 11/ UM MINI MALL se DOM wint0 24 waits TO i4tsMT WOo 0*114.D a1ANO14 OP Tie OL0e ND vo30 ne CO•1CRITI NAI WORM et*nu•aLY 1 *•IMT Cvrrele ry1HOyr caseinf smAU..k, on llamas*, TYPICAL SAWCUT JOINT t TH� T TYPICAL CONC SLAB ON GRADE DM'S INTtRetop euile 00.44* 0 (o04) I. CONG,dIelerlID * M ED ON A tb AHN 4 TICKLAMS,OP PRO .0RMW0140V L. 2. ALL ne1•VOR 103.1 MALL IN ISte'ORem K14 se.• 90,04.4 l'e MS P•03llaerUULU * Na1111Dy�crogn43. Oman a/LA41 MHUH DATIaM HO SmMm '1 APPROVAPER L rP•C,w**0 la *0.101 0r CaLATfa. PMI.N.A1eD parrp.O#4D11110* HR alba YARD Of Ggir..M3141141414 b, }RDJIDI ELM ee ( J00110 WI0NIM I)Y GWI MAY, UI.W 4, lO 40 fge.0*MCw MIA E YPIGALII GOMK.710 *a.l. f AIV �'.eM�1' ACCO -a W TO IOU I304) 30 41*0A0a* b. COMMGTn/b IPPON te*OOP 104'ILt Ontian.M.W MU. NO WOW a r 3000*+00A7T70M ~ ti K,cORDNra 111•1 30141e14e NO/ft 1, •n•s'e'/s .hal be 29,10,.' PIANO AM«0Wn ebyfe•rr 1. 6-0 pyweads a orrowee 4Ma1d Lard (04DJ Moor., _...-.....-7/A]' Misk, 0A'ted No'd44.10w, 3400 T1 Pyo Pea+/....._._......_. FFNMA''* 04lie• MOAN ew Nd bolocial O gg awe MA NOM shoentha 7. 0*0'.'.ss**Oen.. faaa M.o nNrr 4.Prom wen* wen APA /. w no, N%# Imo. roof Reding ig-as 0*00 ,e kd. 4. R4w.ad aa/are.xe M 1 41 taaee =04 Jli4mr:4P ai ad wdar tram Jt0ta, apply OWw'ase 4 O. PYP' e all raa�f "� bden q Mw.shoaling CARA ►.HILI W I yea 010* 000 n / Ku. 09Aa1N. ',d4bh3 0 1401444 dT • 0.44 •el•• Mr se (Ise' u 10' le Red a (Use ei . 2' I' Nail a (Iii' 4) 12' I' wain 1'oe 121 Few sin Wadia4 ly*Lan na al gaol or cease amma mush �«ww W. Omni nocitery al Nail 11/4' 0 NOTE, PRAWNS NA1E0 TO TREATED PLATES TO BE NAILED YV HOT PIPPED *ALVAHIZEO OR 514411E65 61521. HAIL6- TYP 1/16' PLYW7 - TYPO) EXTERIOR WALLS TYPICAL 6RAD8 WALL REINF, ; (2)••5 CONT. T . 5 *4 VERT.. 15' 0.G. GOVT. t*84Teo 2x6 PLATE YV I/2' dfa N 45/4', EItGTR '541.YANIZED, SLEEVE TYPE EXPANSION AN0140R5 (POYell•BOLT BY poveR6 PA6TLNINS, INE, OR EOVAL)- 6PA46 WITHIN 12' Op 012111N66 /IKPLDIN0 GORNER5 4 • 4'.0' Ot.�WOMAN DK. 04x 16'Nl6' • 24' O.G. EXTERIOR SU4PACE WALL PEW". 68E DETAIL A/61 2' CLEAR TOP 1 BOT, it.inaiE PROVIDE PT5 6CYOND-j GONTitsJ04J6 I I 4' HISH VOID POW 881) 4 L J 100TI1455-M, e4 • 12' OYL15x 85"tO10' • 15' 0,0. (6 CMS MINIMUM PER 10OTI06) 626 PLAN CONTACT LAP ROAM' GOLD 41 TO 1/4 AMPLITVD8-TYP 5' CLR� Ix Deb PLAN TYPICAL TYPICAL GRADE WALL CO FOOTIN65 I' • pO' 540466 64b.- beE TYPICAL DETML ROVSHEN COLD JOINT TO I/4' AMPLITUDE- TYP. TYPICAL GRADE WALL DEIN FOOTIN65 I' • I' -O' NAIL PLR 611EATNINa TO ELMS VV 5,41• 4' 04, CONT 'I.6L' RIht50ARD SCE DTL 6/65 TJI DIJC'A PANEL • 45' O.G.- NAIL TO SILL, RPi/ 5-.151'did x 21i' (MIN) NAILS Sea PLAN SILL R 4 ANON, COLT- 6LR OTL 6/91 YtA1L 151041'. SEE DETAIL A/61 CONT1OLVGVS 4' HI6+1 VOID PPOx01101 1 11.1/0' 1.11 OY/ Li' x6'HIx12' P4000 PILLER • EACH ALK'6 PANEL,- NAIL TO TJI WE5 Y4/ 6d • 4'0,0.TI0 TUT -11 J5T 1400 CRAWL. APACE 1"-116 BEYOND J 1' • (-0' CONT 114'x 11.1/6' 0.60. 000450AR0 010 NAIL TO EA TJI YV Ad TOP 4 80T 16d TOENAIL • 8' O.C. PALL REM, e88 DETAIL A/51 610.106 (2)•15 160T OVER PTE.- YienE NECESSARY 05 TOP 4E 6' MAX- TYP 610.10E (2)-115 TOP • MIO -SPAN MERE NEGC56ARY e4x li 115' O.G. MAX- Tl'P 1 HSTEP BOT OP WALL- SEB PLAN POR LOCATION L .L _J I 0. 1 I L J t t 1 1 t__1_1_ 1__L__t__J r��t-I--r- r -I--- r-- t - - -I- - - r- -t---F -�iT-T--I--r--t-- 11 I___I I 1 IIIIIIIIIIIII( --7 -1 j' 1---T --7---I---I---7 p-. T---r---T-7II (_ r1__(� ('--II I I I I N(IAL11f7.71 _ t__I _I__1 r --T7 11_ 1111-I+--1^--r--_(---I- r..--r_--I--1 I I r- r -1 0.__ L_ 2_1 -1 1 L 1 I ,_L 1 I YL._ +_ 1 I I _ _Y_ Ti- 11 I 1 r 1 I - -r 1 i -r T----I---T- --1 it it 0 L 1 I I r I 1 1 i t- �__r_t I _I (I f1 , I L .1 I:. 11.. 4'NI601 I --IC- e,-- 13 + r c t�o00 PORN- I i. i• I \I,..., VERT REINP 1 . 041. P.0.04 PT* GRADE I^IALL ELEVATION - WALL STEP VERT 02101' • on. PROM PTO 1/2' • I'-0' PROVIDE 500.ID 5LK4 BELOW 8U10.T-UP 106T6- TYP 82e PIdV4 GOVT 2x6 TREATED 5141. P ME 5/51 CRAW- 51ACe PROVIDE 4 800 VO D POEM 6ETrv4 POOTIH65 I' • r -o• NAIL PLR SHEATHING 1084.0(5 1.'/ 511I 4' OA. CONT 'LOW RIARD 6L'e D 8/61 TJI ELKS, PANEL • 48' 0.0- NAIL TO 610.0. R 1'V/ B- ,ISI' dla x 911' (MIN) NAILS SILL 2. 1 ANCA. COLT- SCE Olt El/51 DIM. 4 WALL REINA. 6EE DETAIL 15/51 2-05 00NT, 1,666 PLAN 11,7/6' TJ1 IN/ la' Jr 8' HI x 12' WOOD FILLER • EACH etK'6 PANEL- NAIL TO TO WEB Pi/ 6d • 4'04.1'416 TUT -11 J9T H6R j 1' • I'-0' GOVT 114' x II.T/D' LSL RIMBOARD L'ND NAIL TO CA TJI YV 64 TOP 1 BOT led TOeHAIL 1 8' 04. PROVIDE 60LI0 ELKS !MOH BUILT-UP 10515- TYP 50 PLAN 11.1/8' TJI DSL REIMP, 6E5 DETAIL 5/61 10" 11"P UN O. CONT 2x6 TREATED SILL 1. SEC 5/51 CRAM SPACE Ice 2- 05 CONT HOME 1' • I'-0' PROVIDE 114' dIa HOLE THRU BM TOP MANSE EACH 9108 TO 410 ANCHOR INSTALLATION PROVIDE 2- LY did ADHESIVE ANCHOR9- POWER-PAST (MFR • POY0RS/RAL'(L) OR .OVA.. DRILL %l.' dice HOLE. GLEAN HOIJS 4 INSTALL- AN0HOR PER ALL MAWFAGTVRER'6 RECOMMENDATIONS TYP BEAM BEARING ® EXTERIOR WALLS 1' • I' -O. KURTZ A554< INC., 9012 COU 6LENWOC OLQRAC K10) e14! GARA< APAR'1 OUILDII FOR MIGHAI GREEN 1 REDWING HAWKRIDC SUSDIVISI' e3ARPIELL COLORAL DRAM Bl CHECKED SCALE, AI PROJECT DATE, CQNSTRU 01/ SHEET TITI GENI-RP / DE SHEETI s WALL REM. eeE DETAJL A/51 cONT, TREATED blu. PI. 1.1/2' x 6.1/6' (RIP I•R0W 2410) ANCHOR PIM 5/61 J6T NOR ITT•24641.65 GRAY'. &PACE r `MITIS PT6 eEYOND 1 1 L J PROVIDE CONTINJCV5 4• HI•H V010 PORM DetYw POOTIN66 ■ P -o' T/le' PLYWOOD INTERIOR 61lEAR WALL I/2' THICK ASPHALT IMPRE6PLATED MISER WARD TYP OARA6E CD CONT. TREATED 2146 PLATE ATTACH PCR D/5I WALL REIP, SCE DETAIL N61 r __f 1 Tr. PTO DeYOND I I L J .•--•-11,1/b T.11 CRAM SPACE PROVIDE GONTIN CVS 4.111544 VOID FORM BEIM POOTIN6e I' • I' -O' I/2' THICK PHALT IMPRESNA PISER DOARD TYP GARAGE CONT. TREATED WILL PLI.I/2'x6.1/6' (fVP MOH 2x10) ANCHOR PER 6/6I WALL REINP. eeE DETAIL A/51 ./STTr14544 206l11,56 GRAIL SPACE il 11 rT6 DEYONO L PROVIDE S 4' HIGH VOID P0011N66 I' • I" • 1/2' THICK ASPHALT I14PRESNATED PIDI:R COARD- TYP GARAGE 6.04. EE5 D!TAIReINP6/6I 1II1 1 11 11,9/6" TJI kwon .)ST H4R 111 ITT -206/11,66 CRAYL SPACE u, 0 CONT, TRE'ATE'D OIL. PL I,1/2• x 0.1/6" NIP PROM 2x10) ANCHOR PER 5/61 WE PLAN -(2l- *6 GOVT• I' • I'-0' 4 6'. lr h H � � I PH0 1 ' 50'-ZJ' -ii'-/ V SP•a ' DE+SGRJPTION 6'-10" 4'-O' y S'.1"7' 4'•O' 5'•10' 2',..4' .-6' 6'•S' 4'4' 6 -✓1 4'-0' 6'-5' 0 IIR-2,06/1I ® r / ,k T 4f TW.4 '- 10 Tr■NO'-10' / / 2',4. C.1/PB Y I Y rn•100'40' 11.'16'-10' 1 .� V TY1•100'a0' TP.46'.l0' m.loo'-10• TPra4 ..,,Rat.... �{ - 'I I I I I I - `rn.ar-o.'f/6' 11`0 5,-10' \Irn•r1'-0.1/6'1.-C•'I 1 TP.O3c10' I II II .r Y 6 I I I11'ie I I ii oc. _,_,__J ro, 6w. loo -0' l TW. aa' -4' N•IL9M' LVL TW.100'd0' L L✓ S p O 1 ii 1 1• I rn• •5' • // 1 .0 e/4' TW.a I'-O.I/6' r ® II} ^ I I I I a4'•10' - moa&' -10'‘,.....F. I '✓ I t Rico' 5511 L .1/b?•■ael.l') p■.ab'-1.12' 2.0• - TY" TY1•I00'•4• e ffIMILARt - TI'014'40` ,T, !1 CYTOW AN TW14-10' ' TO. 605. 1, ab' -0' l' -CP-'' �•/ ) tt��ff„XXI;;.... - `�,TW.100'-l0' J _1 I TT'■a6'-l0' Tr•94'-10' r 2-SPAN 14-a. 01:714.41N I TN. a6' -0b/4' 11,1/6' TJI IV / TYI•IGAL T0, MAD. / • O,G, Q' I'-� 6" IOO' 4' Tw.100'-l0' 4'-10' mTr011 .9/6' r... �-•- I-• -� f f I TP.46'-10' f' Y •�jl _ rfer.aeLt.1/2• r TP• t3' -'O' --• - ( torr over) �.• `J L,. J I Ta. et.Ae■ 100'-0• L. J tsr.a6'-I.1/2' .�J -' l m. aa' -4' ® L ® YYtD + Af:S' 1 0E1 ! / Z / .r rn•100'•10' rn.100'-10' !. rn•ICO'-ID' /I'R'■96�1°' �TP•a6'•10• Y 6' m.18`•OD/4' Tp 94'-W' 'Y��f / / / 51a46WD/4' THoW-09/4' TH•11-0.9/6' TP.44vf0' TP•T!'i0' i' /1 I 11'•16'•10' \ TA.SA . OW iF,a3'•IO' ' J ¢ L__1 L. J L -J L- _J il 6'-t0' / 4''0' / S'-1- ' 4''O' / fl S+.Io' / . 4• 6',p, 71-17' 5'-0•/ 0.4' 4'4' 4'-0' 4'-6■ 13O'.2 • / 2'4'/ ii -S, '/ / / 16'-0' 62'-0" /2'-4 CONT. 2x6 140Q9 PL�ATE{ PER H/62 PANEL EMMEN J016T6 TYPICAL 1 lL6' TJI-T0.6LPFORT Y ) 6- J61' dna. x 2.1/2' HIN., DI.Ka-T0-WelORr Yt/ 151' dW. x 2.1/2' mitt Ir i'60 STL 544(9TA•6en) A', EA. GIDE CONTIt1)OIJ9 TJI EPA1,19 TYPICAL TJI BEARING NO GOAL@ FOUNDATION 4 MAIN LEVEL FRAMING PLANPLAN NORTH 1/4'•P -O" t4eATNiW 4/64da 1.011 `/1LocITY P'0r001 1.114' 1.I -w4' op1ftY Mi PWu • to OA 4*TAo*CP* NDP•TP4DC) MJ410J1Dnte IDN_ OR LOW. )*1' *a, IWL. .' 04. PIHMI Tt1 taco IJn• /!OAT SII B�4..J1U-.1114. 1ian& i, Peso MPO* TO DCW-PlIt 41 AM 0* TWIT ClIk KW.. .. MP v10.00 ru•111111/4. 11101Pl DWI MOM CeiTel ONWRY I1 TMd lttrn O*6 Pd7 OTt15W1 'NO 2. GOo.ONA7t 6141ATI•141 ATTACHINT PITH *IOATNH4 Nom TYP. WOOD PLATE -TO -STI. BM O .A. ■ H'DRe *__4/osAt6!l JN' 4* 'Cada • 4' 0A *mom) /IDE11AT* tMOOD PLA444• da Law ve.aam' POPOCR DNJ* 1 RANI *4' 04. WAWA e1DP-10-0(DS) NO eGAL5 JST 1468 BGHEDVLE NO NO. DE+SGRJPTION 0 I1T-11,56 © IVT -II 0 IIR-2,06/1I PROVIDE HORIZONTAL CORNER EARS TO MATCH HORIZONTAL YtALL REIM"- TYPICAL (6E5 GENERAL NOTE6) PND2 kt kt ri POVPIDATION AND MAIN PL00R FRAMING PLAN NOTES' I. Conar*to tovndation wolf to 1,* 6' thick *Iles noted OITIOr*4* N.N,O.) 2. pt*'snlon• thb shoot cr* to Pace of concrat* LIN.*. 5. m • top of c0nceoto wall. 4, TP • tOp of 0oner*to tooting. 6. 55W ■ Step In bottom oP eonerote wall. Geo 60le41 dstoil 6. 4 denotes .top h top oP wall 1. rootings a•* to bear on todllturbod nattrol bolting *0111 or conpactod obvItoal Pill, 0, I"ni*h voodoo coo to provtdo 96' minloun cover for exta•Icr footings, and 12' mintroi ctoaranu bsn*oth booms cod 16' mhiTLm el*arax:o bonoatO floor and dock Joists, a. 5P• Beam Pookot, •401/61 10, PHD 4 HD deslgnatoo hold-dovn anchor 0* morut0etured by empoon !strong -7v Go, ND's *Iwnn Ws plan connect surds bowing oto this love' to the top of the totmdetion walls. Eos typical detall P/55. 11, Provide tolndotian v4 tlletion In trawl .pac.* es rMAvr*d by IRC B.ctIon R406 and tins archlt*ct. 12. -4-- T floor pleb (Showing Joi*t .pal drootle J, 15. Floor JOl.ts to b* 1114'1X/210 un1•1. Ported othKwl*o NAN. 14, Floor sheathing to bo 25/62' thick tong,'* and .?co'e plywood (6o* a Lathing Note*, .hoot 6.1). 16. t * Jobb hanger or boars to boom com.atton, diolggiiotos stud wall si.pportsd on tin* McrnTng of this level. 17. TJI d**rgnot** fran1ng m.nb.r4 maufacttrod by Trus --10111 Corp, Or opprov*d *Avon, 16. LvL • Leminet*d Vonoor Euros, 6.* 5trvedool **two! Not** ter alforabl* str*.Np. LVL's shall be IP' Wok, la. Glx' -x'). Tap et Stool Doan. KURTZ A$SO< INC. 5012 Ca 6LENWOG ( 10) as GARA< APAR'1 13UILDI1 POR MICHAI GREEN I REDWINd HAWKRIDc' SUBDIVI5I' 6ARPIELC GOLORAD DRAWN Bl CHECKED SCALE" A! PROJECT I DATE' CQNSTRU. 01/1 4HEOT TITI POUND 1 MAIN FRAMIN SHEET' u1 M..- 624-0' , ED6D NAIL6 BEVELED 1x CLK'6 BTWITRU6SEe- NOTE. DI.K'6 TO DE NOTCHED POR VENTILATION. 7,1/2' ?,14:4,11/2' COa e.1Ui- CONT. 2+6 RN. NAIL TO TRUES TAIL VV16dTOP ISOT. FASCIA (7A5HED). G! ARCHITECT 14/01' PLYWOOD BOOP e+ ATHIN6 12 16d TOENAIL • b' O.G. 7/161 PLYWOOD WALL 6HL'ATHIN6 TYPICAL TRUSS BEARING PRE MAJIJPAOTURED BOOP 775/66E5 ATTACH EA. TRUSS EA, END W/ HIST HJRRIOANE TIE 2x6 6TUDS I' • I' -Q' 9x6 • 1'-O' OA, AS4 FRMS AN6LE 9x4 ELK* • EACH DRAPE VV A54 EACH END ATTACH EA. TRUSS 6A1 TOP PLATE PV AS4 40 T0-60' TYPICAL GABLE END 6d• 4' OA, AS4 (MACE TO x0000) NAIL BRACE TO DLK6 /V 5.16d 9x6 WIND IAMB 5PAGE • 6'-0' 04. MAXIMJM PIT TI&HT TO muse P•A, ENP I/9' • 1'4' 1x6 MVO BOX HDR. 2x6 PLATE TOP 4 BOT (6 FLAWB 16d NAIL s e 0A,- TYR R1610 INSVLATION TYPICAL ENERGY EFFICIENT BOX FOR 1' • I'•O' OULMP POST ATTACH HD TORO YV DOLT A9 SeJeatED 610.161VRAL HALL OtAT1410 PAW PLYVV.TYP AT 01/4715VOR MI5 - eea PLAN r A0171111. LOCATION, R OAT -1.10 POST—* }FOSE NAJL6 GEED 46 PDH HALL EDGE tL41L6� ATTACH HD TO PDH OV ADICdYE� 114.11t• THS MYER6 PASTELN6 C0J tet ECiW. PER 6GC%I21 AD M rA1004 614•6aN CO. • 62 WM rat LCCATkM ear M 0ALT41. KIT C1•2.4 MW Pei PIAHrAGNmCb 15:444460ATkM Vin eoLT Du K HOLE vIA HIM MY 6J/]' IVI•' ICA 0/4' •9/6' 1/6' PHO] 0/6' PJ/7' AIM' N/TALL ADI1651VE AHG4044 PER All MAKPALTLRE1I6 RfCOWEI VATIOH5 1' a 111 7/16' PLYWOOD INTERIOR 6HCNt. WALL 6ARAbe GAA, WALL REINP. GEE DETAIL A/61 2+6 PLATE EEO 0/61 r 1111 GARAGE 6.Ob, mae;ns�s�ar r ^III PT6 DEYOND 1 1 L J PRoVI GONTI J�0U6 4'H1614VOID FORM DETWN POOT1N65 1' • NO' Mt/CATION N+ll. 0050".NDT MOHQ 62-0" —o 26 6PACES • 2'-O'• 66''01 (6)-9x10, •7.1 4' •7a% 1/16' PLYWOOD INTERIOR 6HEAR WALL GARAGE 1. DOA.I li X • orsx.v s Lo'-H6R �� LVLTIAR Q Q 1 69'-0' COMMON 1M65 • 114. 04, T' II HDR B •7.1/41 Jt. CONT. TREATED 2x6 PLATE 6515 5/61 WALL REINP. OEE DETAIL 0/61 J 6ARA* E i( I DAA, (9)- 05 DONT, 6• tHALLI ESE PLAN 1' • *ARAM 6.0.6, WALL RCN'', OEE DETAIL Ar'61 ROOF FRAMING PLAN I/4' • 16/51' PLYWOOD FLOOR 6NEATHINb PT6 154YOND 1 I I TJI CONT. TREATED 9x6 LEDbi'11• ATTACH TO GONG, PV (1)-I/1' dla, x 05/4' EXPANSION ANCHOR • 09' 04, f PROVIDE6 4' HIGH VOID POOTIN6e L J I'•ILO' 0 PLAN NORTH ROOF PRAMIN6 PLAN N07E6 I, -L-T- Dsslgotes ratter or premarutostwed too! truss, showing span dIr•G1Ion. 2. Ie ---t .bit hanger or bean to beam somsettm. 0. te— C Wood stud wall Wien this (*Vol of framing, J-- Extortor soils tO bs 2x6 studs 6 16. 04., 4. HInbrur heoder sire t4 b. 1. 2+6 ob 1144 stud walls, and 1. 1x6 at 1x6 stud nolle. POr Ixtorlor HDR 41• dhoti 0/66, 5. ewport headers each end with ] studs (1 Jock • 1 k mhrAr, 6. ■ Deslrotes Meade support or post whtxh 6pports framing this Isys1, Mirrors post Hue! 2. 1x4 and 1-1x6 all 2+4 and 1x6 stud ra116 respectively. Posb and Noodsr 64pport 64bedule ® (3)•2x6 (I Jack • 2 Kings) ® (4)-1x6 f1 Jacks + 2 Khgs) 1. LVA, • Lamtnoted Veroer Lurber, 600 6tructwal 61Mrol Notes for olloHcbl• stresses. LA's to bo 1.5/4' thick Mies noted otherwts•. KURTZ d ASSOC'. INC. 5012 COUNT 6LENWOOD GOLQRADO (' 10) c145-6 GARAGE APARTN BUILDING FOR MICHAEL GREENE 1 REDWING L HAWKR105E SUBDIVISION 6ARPIELD G COLORADO DRAWN SYx CHECKED B1 SCALE! A9 E. PROJECT NO DATE! CONSTRUCT 07/O: SHEET TITLE ROOP FR/ PLAT SHEET, 6TANDINS BUM METAL ROOT' OVER ID/62' APA PLYWOOD R-50 PDER64.A55 5/6' DRY ALL OVER AIR INPILTRATION OARIER IIi/6' TJ I/2' DRYWALL R•19 PIDGR4L454 DATT IN56LAT1ON PLOORIN4 GAST-IN-PAOE GONG MAU. 1 PT6 - bin! 6TRVGTLRAL TYPICAL HALL SECTION rROMIPLE DADE HORIz LAP 6IDIN6 OVER AIR IMILTRATWON CARRIER 81OU'..E' isRAP) OVER 068 OR PLYADOD + ATHIN5 I/2' • f'-0" 62'-0' 50' r TO, bLAfi oo'-0 MAIN 6ARA551 rwi CRAWL bfAGE AGGE34 IOO'-4' S' O' 1 4. 0 ao 4b' x sao" x 6.6' W .� DOOR DO'•0• 8'-b' ---- L C'-6' I5'4" MECH. ROOM 6' o0A eb' x 6'• • eARA6E POR APARTT.ENT 4'-o' x 6'-0• OVERHEAD DOOR x 6'-6' DOOR 6'-O' xb-D DOOR ,bi MICROWAVE ABOVE 6TOVE DRCBAbT APARTMENT ,6,414 I6' -O' • I B) FLOOR PLAN 1/4"• I' -O' PAN NORTH KURTZ ASSOC I NG, 5012 GOUT 6LE:NAO01 GOLQRAC (q'1O) q49 GARAE APART EL)1 1P FOR M I GHA1r GREENE I REDAIN6 HAAKRIDO SUBDIVI51C 6ARFIELD GOLORAt% DRAM $Y GHE'.GKW E SCALE -1 AS PROJE GT h DAM CONSTRUE 07/C SHEET ARGHITEE. FLOOR 5HEET, 0 r 1 NORTH ELEVATION V4"•I'-0" 0 SOUTH ELEVATION V4'.I'.O° WEST ELEVATION I/4'• I'-0' EAST ELEVATION 1/4' d'-0' KURTZ ASSOG I INC,. 9012 GOON .SLENV4OOD Wing, q49 -i GARAG APARTI BUILDIN I=OR MIGHAE GREEENE 1 REDWIN,S HAY4KRIDO SU8DIVISIC OARPIELD GOLORADi DRAWN BY CHECKED SCALES A'. PROJECT ' DATE' CONS/RI 01, SHEET T1' ELE4 SHEETt