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HomeMy WebLinkAboutPlansSITE LANDSCAPE 5OULDER WALLS BY OTHER5 TYP. FLAT BENCH GUT a 1O0` -O" +1 - OR YARD WIDTH A5 SHOWN. t 0 0• 5X24"DINL5812"O.G. FULL I-1015 4T MEIN TO EXI5TINO WALL. DRILL $ EPDXY &ROUT 6" INTO EXISTING MALL. TYr A5 SHOWN L__ LH r Ii 1 L -_..J 5/4't e 459 I 'till' r Ii, 3'-1 1/2 d 4" GONG LAE PV #4 a 1S"OG EY ON GOMPAGT'E GRAN LAR SASE CONTROL-10INT5 ® 12'-O" OG MAX. NOTE:SEE ARCHITECTURAL FOR 51..A15 SLOPES, DRAINS, ADDITIONAL INFORMATION 12LS 5/4" T GONG Sq'-ci 3/4" 12'-8 3/4" Ib' -6 c,mt-ani 's Ana 10" C.ONG SLAB 1V #5 ®8" O.G.E.W BOTTOM V1/ 6" CMU 11At_L5 ABOVE SOLID GROUftu kV #5 * 16" D.G. VERT. AIID 6" GONG GAP SLAB PER FIREPLACE �4 :‘" TJ1/560 12x40 euy-1 71s1 R F' EUR RIAN o4,$ MEC ANICAL RIX4 t W H r \ \F1it IF L I\ 200 AMP MAIN DISTRIBUTIOr1 11 AM'\ (2) II% ML 1 11 J Y lh1 / .244 161$ 0.0, TIT 715TE)i O. C 1 I 1.‹..(11 ti 111 0 P4L[moi t €J KE 4-1zit ( c 1- — TDP OFW H.BEA013'- c $• Q.G. fi41O i t4 E [S ifisA 4—i 'Zq 1. r o _ XI - E j VE MASTER\ 1----- CEILING TRANSITION LINE- I— INE- I. Li. HI I z 6x 14DFL @1 • . • • (s) q FORMA 9' FLX STONE END / WALL f 1 42' BAR TOP /GE TO URGE- - o c r4 -t 2--111(D — 00111111414 REG (2) q Id -r ON STRUCTURAL 8'x 12' PURLIN 1 'X14' PURLIN E#1 Dr" TYR 3.! 1 1f rL TRANSITION WALL I 1 FROM 1.2'12 fL-AT- � DUNG- GREAT R 4 : , = -- 9"x 12' DF Pb - 1 8'x 12' JACK _R TIER_ - 7 r-- /2'"x12"]7F ✓ �' POT 41I 6- 2x6 I POST 7 --8"x f' DP POST ED #3 NO1E5: I, LOWER LEVEL TO I3E FIN511-EP AT LAT!? PATE , lit ONLY ASIA to IT F!NISI-EP 5 Timothy K's Wooden Hanes 970-9014875 11! 5tAIR WELL, LOWER LEVEL 5TRR LANSING ROOM, & MECHANICAL ROOM, 2, PLUMPING TO 6E Roiuw N ON Y APP ROVE u SURJWt TO NOTED EXCEPTIONS & INSPECT ; GARFIELD COUNTY B ISG DEPARTMENT' m� ByJcF(C 0 1'-61I ,1-6 V C IA n rP&(t lAairoyy Ww�S) d&ri4-(G� 9 (z3(p. L FIELD COPY 1(O INSPECTION WITH 01314 THESE PLANS ON SITE Me of .1-1T)T)� 6' S2' i 2' 10" i 8'-3" i 2' 10"� 51'-8A" / 1 T ��� v'cr�o� I 11 -_-�_ � 11 � -� 8-82 —, 2 -10 r' ->C' 2�'�3 - ( y 7, 61-1" it�-l — rwa CMJ ‘ EAU WrDOW 20412+10 Mat Eal1/2 2* o 07— ROOM moo' ma.MECHANICAL e(It3(6' WALK IN CI 051 11111 81 MEPLA ROOM 5°10 13' 1111 PEPPOOM tom & 2ebie Mor -.,on 1457 CI? IIS, Glenwood Springs, CO 81601 33' -10" 61-1" 9.9 200 Mc MAN 115raeunfN rn a .5pyov *1(O �_ -�JYI{ 9161 NOBBY ROOM y211 y2, _ WALK IN c1-09e1 6'381 / 11 161- >�i 7' 4" 0 a 52' --b— 13 I I k , o 26x6 e ❑- . 28' nom— 2'68xb� A9 19' 6'-011 , BATH20 FIRRING W/ itQ86 Ifs'( s:. 7 RIGIV INSULATION fa' OF CONCRETE Witt. - 9 y 11I 2 , PEVROOM � 8 3Q x 6$ Li 111 12'-12' tar Of � 6'-I" EgRCI5E ROOM ----Th�� ravc��nv� 99' 981-II2i, UNC ` rtI I��- II --MIN i' QIINNING N t A ', ® ® WV CLo5E1 A I \ O• A8 2'x6 I I 5'-5" LIVING ROOM 3' mat wow 20411440 "' A5 . Q. Q 7'-6" ® \ / q1-6" 1 I 1 I 21-4 ® ® 22' II" ._. IO' II"i I4' 6211 — 1— 41 _611 8' 2111 4' 6" — / 81 95' 11" � A 10C 1112 9 Prawn by IKC 7-6-09 91H REVI510N 9-22-09 FOR CON511ZUCIION 10-20-09 FEV1510N 11-17-09 ! VI51ON 1-30-10 FU S LO\ak LEVEL FLAN 5Iret runber 111 ,lI kis N 4a5 0" 02" VN.LzY. TW. I 1._ ■I; 1 I 11T: I i I1 r f p"molt ONAUL LNC6 atil�i If Of OF O I I� L 0 III 1 11 8"x I6" LIME:Li VCRy�I/�(\j J L l i _.fly •: o C 1 -- U1 1o' x16"NCH WOOD Ma Sant le La 1 1 WIM 5fGTE IVO*___ - n WOOD CGlI1MN TO KT CROLMI FGR DNNri — }" rThw L ON WH L5 ; W/ RAW MM I 1 te 1� NOOK VOA © ,_ 13„ 6 �. ;.. 5f01EOKCCag.4 W/ WNW Nag". �" MING I 4in Paz F00151.076 J u - J I I e" I JOISTS WITH TOP MOUNT HANGERS - i.�A. II C7 '� i' ' = �I� C 1 — — 1 ■■ _ _ _ _ . _ _ _ . GRADE BEAM TYPE , FOUNDATION BY W BEAM I 4 ENGINEER, TO SPAN •r.-1-011 — — II $" LLL =, t7E5TLR2Et7 50&.5 -o ga '`-n. 1 - Il sa n p05r5 WIRECOJflORS 1_ I E1 I t nc' 2d2Jt515LEWTOFGRMHOED e•'s• VFW!. 11 I 15 LOCATED. qM Jori I I a e, II�II� I II I�� < 1" Ill _ • ` 0 11-III-1AMA tliEtu= COMPACTED BACKFILL LUNDI5T11D 5011/ I* � Ai re I I 1 moo• 11-I tom & 2e2bie Mor -.,on 1 487 Cf? 117, Glenwood Springs, CO 81601 ,.1 .41111 a` a COUNTERFORT WALL a _ LT.. a l-Yt. a er & FOOTING 14 o: • e �� 6 A" VOOM �X :N5ION 5;C110N 12.1 III ! IL GRAt7E BEAM WALL TO SPAN 17I5tU 2ED _- FOOTINGS 5011.5 ABOVE COUNTER FORT 5PEC5 PER PLACED ON LU715Lfd7ED 5OL5, ENGINEER NEW CONCRETE WALL5 TO BE PINNED TO GRA12E BEAM WALL PINNED TO EXISTING WALL EXISTING FOUNDATION PER ENGINNERS 5PEC5 v:// r ,S- EXISTING COWTER FORT JA � 4 dr Zit iiiAr 4'SS4t44 Adr EXISTING FOLNDATION Dram by TKC 7-6-09 STH REVI510N 9-22-09 FOR CON5TRUCTION 10-20-09 GREATROOM REV151ON 4-6-10 F OUNIA110 PLA\l 111 _ 1 1 Sheet ember �6' 91" 2 �I' -6" / /2'10"I I 2' -10" 6' 7" 8' 4" I'-02" 52, 2' 10" / ��( 1.01+4E12 LEVEL MASSE 13EPROOM 25' A 1 ©� I6'84" 39 2g1Q /.1 W BOLE FLU all % 5& Maul FLE RILE POM GREAt ROOM VALET, CELNG all. VG 112AN51T1ON LINE LGFTLNE VOW FORMAL, PINNING 9' FLAP CELNG STOrE ENV WILL 42" DAR ltV 00 CCP 02y- Mat FOR FLUNG P05 MEN 0000 r 5Qx1Q PVT DOOR 2 8' 21 x 84 MLV ROOM XI511NG 61 A1- I?OOM FLOOR PLAN �II _ I 4 (1'-6.. 51-2" 6'-52' / f 2' 10" 7 12' 12' 2' - 0" 6' -711 0 SCAT I I Noz AxeN A 1 P PJ Low LEVEL MA51ER I3EPROOM RIP 6t REAM CNANGI✓P TO A 10" X22" P"r [3RAM 5Qx7Q BOW? PLU alfree 5ft ri%'OIai FEE rua 1 GMAT -ROOM VALIED CELNG CEILING TRANSmON LINE LOFTLNEMBOVE [511,2 ib' 34" 11' 8' FORMA- PINNING 9' PLATCELNG 5104E ENV WA.L MLV ROOM L A1" 1?00M N-OOk PLAN A�";� 15 MOVW OLJT 6' 0 lf\ 0 c Prawn by MC 7-6-09 911 RcV1510N 9-22-09 FOR CON5WRUC10N 10-20-09 GREAT ROOM REVISION 4-6-10 9rret ember Ale 10" GONG 5LAB W/ *5 • 8. 0.0 -EA BOTTOM IN/ 6" CMU WALLS ABOVE SOLID &ROUTED W/ •5 • 16" O.G. VERT. ADD 60 CONC. GAP SLAB PER FIREPLACE MANUFACTURER NV a5 • 8" 0.G F.W. FIREPLACE ASSUMED TO BE ACUCRAFT 50. .4- 141 k • - ea1 r m FLOOR 7RIAN •- MECHANICAL RX xI /\„,,s ,X, 1:11 51-17/5" W H IN IN r — — — I I 11 1 ref I JII 111 I 1 11 1I 11 11 j1 V Nt \ 200 AMP MAIN DISTRIBUTIOAI (2) 11%" ML n Ills' TJI/960 o 16" 0.G. TYP JOIST U.N.O. / / !1 I (2)IIIc•1L _ \ T—T-1—I—rr I I II I I —II I 1 I 1 T PLY • 100'-0" X X / \ / \ / 1/ \\ WEFIL EXTERIOR FAUX STONE TO BE LIGHT WEIGHT VENEER BY ROBINSON OR SIMILAR. n x CI Y (2) n%" ML 1 4 ■ "x5"x10"STL PL EACH SIDE 1"V (2) it'd? BOLTS TYP U.N.O. • TIMBER COLS ABOVE. \/ 0 et 5 — ■ TOP OF W BEABB'- 9 \') yce \'y 45 ry x IIID" TJI/360 o 16" 0 . TYP JOIST U.N.O. 11 T 53.1 UNFINISHED BASEMENT. ALT PLY x 100'-O" n x N 4 ■ n • X i 1 11 11 m r Q 8x12 DFL 01 8xI2 DFL *1 / \ / • MAIN LEVEL FLOOR FRA ® 1/4" = 1 -0" T DECK'S • 100'-3 t) 0 '0 • 0 x Sot 8x12 DFL 01 8x12 DFL 01 3 INS FLAN FLOOR PLAN NOTES: 1) ■ COL BELOW OR COL ABOVE AND BELOW 2) 0 COL ABOVE s) E JOIST HANGER 4) JOIST BEARING T CONC. = 5) BUILDING ELEVATION 100'-0" 6) ////* STEP OF CONCRETE / OR PLYWOOD SURFACE ////// �) [XXX' -XX"] BEAM ELEVATION 8) 9) 10) 11) T PLATE• / IIO'-O" ■ OVERFRAMING DISCONTINUOUS BEAM CONTINUOUS BEAM TOP OF 2X PLATE 12) ALL SUBFLOORS TO BE 5/4"T*6 PLYWOOD GLUE -NAILED TYP UNO SEE GENERAL NOTES FOR NAILING 15) ALL COLUMNS (2)-2X6 TYP UNO 14) ALL HEADERS (2)-2X10 TYP UNO 15) DO NOT SCALE PRA/14145S CONTACT ARCHITEGT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS NOTE: ALL HEAVY TIMBER BEAMS TO BE DOUG -FIR LARGH*I TYPICAL UNO 2 6 o Z�is mma 0,o I o QUl T�® �43- Q• 3a U) 001 N ;r0:. 1:.LL E z O z 0 1-- j r 0 cC �1 1 le ED '1-11--'1 z H 43- to1 L0 1 Q DATE: ISSUE/REV: 10-77-09 PERMIT JOB 0: 09048 SCALE": 1/4" = I' -O" MAIN LEVEL FLOOR FRAMING FLAN 52.1 1-0M & PN.131 MOInN 151PNC EXCEPTIONS l'g -L P APPROVE° SUBJECT TO NOTED & INSPECTIONS -AFIELD COUNTY .NNG DEPARTMENT' I 10 By_teff.--- FTEL COPY ._, INSPWTION WITHOUT THESE PLANS ON SITE Per of ,15991 ifr4v Jill% tt ex ilr is. ye.. Xl5iNG oAtzfrce 1487 CV 117, GI.NWOOP 519k1ING5 CO LOVWRLVN. UNFINISHW Sir, 2,11 MAN ILVN. 5,r, 2,175 1,P15tk LM. 51F. FINISHW 500 UPPER leWl. 5f, UN-FIN15ftP 1,167 COMP FROM N119115.r, 47 UNCOWIP MCK5 5f, 585 tb gyAF(Rtvf Et6 1444 t-sco6F n(1511NG Gialit i_eog. , 40,-, ow) for& 5f, 6,645 _ ,-- ,---- 4 1 0 p II0 bib zis nasttia Page 4, liii cc,: ro cekb NW 1- NW 1- (C 27) 4 INtxx cm © t65., R.89W., 611PM. -4: IT5CRIP110N PAGe # (9. 670 O.. 4.955 AC, ma PLAN Al Tom & Pebbie Morton 1487 CR 117, Glenwood Springs, CO 81601 41 C:\N -OMR LEWL FLOOR PLAN A2 55 • vo ;-,) 81 Po MAIN LNEL FLOOP PLAN A5 tft 4a cv 02 sp- 7cs o Exi9m46 neve Q WPM Lha- FLOOR PLAN. POOP& WINDOW 50-EPit t A4 cz PO hirt9f1C MU .---EX1511NG - 51.111,15 MAYFCUS tp_ Vt 51 ft-NAT1ON A5 fit - klavv tiahg ro - • 62afitAag U‘51- & NOM ft -NATION Ab --1 4) rtiout8 0 500 UVATION A/ Qr.--% tit b • rn 5C110N A AS a - . o 1/40. it) 5C.110N 13 & A9 \ NEw %weR LINE WW2 Mari 93,0 4g .1 SECTION C A10 • ft: trl C110N 12 All n(1511NG FITIC 5Y5ftliA TO ft Af3ANI2OttO NEW 14014 TO et itn No caNwoa2 -II GMAT ROOMWINPOW & LOW Mil3A11-1 WINDOW IXTAIL Al2 5PIING5 CITY %MR 5Y5if M • ----- n(15T1NG VOW ' OO r MTA1L5 Al5 --I_ POUNPA11ON PLAN Al4 0* S 89°17'47" W 134.55' t l' tn .--, co. 4:. 0.. ,--k 01 13A5int1' / FOUIVAT1ON 51141CI1YAL titl MAIN LWEL %RURAL ta UPPM [-ha 5TIZUCTIRAL ,--, ... 6 ROOF 51110101. --4 IL vp Pl.01" PLAN >1 tnn Tnm GU IH21 316 Atk 93 _ T`�=-1 I I // ISEAT moo; L_L,, \N N \ _C I I \ / 11 n ASTER BATH r 1 I ® I 1 I LLL ` = JJ LOWER LEVE_ MASTER\ I BEDROOM 1134' TJI/960 • 16' 0.G. TYP JOIST U.N.O. T PLY • I10' -I 3/4' UI L T 1; - - -� - 1 \\ / L_ -1\\/// • sl INEN I I I �/ LOSET 1 1 \I 111, ET DOOR' 1 II II L MASTER CLOSET sky REAT ROOM LTED CEI G 1 1 E -D❑WNL-I 1 CEILING TRANSITI❑N I LINE - LOFT L / ABOVE U1o'-19 x r FL 11 1 I II I I- I II 1 I k-I�r 11(-� (1-I1COOK [ Eoil Top I i — WOODEN LINTEL WITH ST CJI I ABOVE UPPER CABINETS 1 1 1 1 1 11-1- III 11 1111 �LJ 1111 111 (9) 4 In' ML `�-/� 1134' TJI/S60 iliG • I6' O.C. TYP JOIST U.N.O. FORMAL DINNI 9' FLAT CEILIN STONE END / WALL 42' BAR TOP — LL KITCHEN E / SIT ING ROOM 11 11 11 r— -> 11 I up 11 1 1 [trill- 1 (OR 14x14 DFL •1) 0 ISLAND L_ TPLY • 110'-1 9/4' Os ti EAKFAS ODK x16'GI_ n NE ABOVE 7 J 4 J MUD ROOM (2) 1134' ML —� FOLDI COUNTER 10) II% FLOOR PLAN NOTES: 1) ■ COL BELOW OR COL ABOVE AND BELOW 2) 0 COL ABOVE E JOIST HANGER 4) JOIST BEARING 5) *Tau BUILDING ELEVATION 1001-0' 6) ///// STEP OF CONCRETE OR PLYWOOD SURFACE ////// T) [XXX'-XX'l BEAM ELEVATION 6) 4) 10) 11) T PLATE■ / 1101-0" 12) ALL SUBFLOORS TO BE 3/4'1'46, PLYWOOD GLUE -NAILED TYP UNO SEE GENERAL NOTES FOR NAILING OVERFRAMING DISCONTINUOUS BEAM CONTINUOUS BEAM TOP OF 2X PLATE I3) ALL COLUMNS (2)-2x6 TYP UNO 14) ALL I•EADERS (2)-2x10 TYP UNO 15) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS NOTE,TJI OR ML BLOCKING UNDER RING WALL ABOVE W/ SIMPSON IT HANGER EACH END. yowl —F JE�� ASHEIZ DRYER J \ (2) I13b" IML \ T FFEEZER 1 L_ I ANTRY I 1 y FUTURE PORTE COCHERE • — ROOF LINE OF BAY MORNING DECK LOIAIER ROOF/UFFER LEVEL FLOOR FRAMING FLAN 1/4" = I'—O" NOTE. ALL HEAVY TIMBER BEAMS To BE DOUG -FIR LARCHNI TYPICAL UNO z 0 1- 0 Xd s 1U pc Lam..l Q Q 1- 1 0 1- 09100 ••dee 1 � F O• _ lcrt- DATE. to -r oa ISSSE/REV1 PE49T JOB 4.04046 SCALE": 1/4" = 11-0" LOW ROOF/ UPPER LEVEL FLOOR FRAMING PLAN S2.2 tnta erts I 41 I 00 KNEE BRACEST SUPPORT EAVES SITING RO]M DOUBLED UP 2X12 LOOK -OUT TO SUPPORT BARGE RAFTER LYE. 1 Ji PURLINS & RIDGE TO -SUPPORT BARGE- — —1 RAFTER 47 i10 I I ' (2) 9 1/2 NQ. 3'X12* PURLINS 2712 RIRIDGES RAF OCY S 1 #1 DE TE 1 1 11 11 7'X I II POs -s if 'STEP BEDRO KING OST 1 I' — OVER FRAMING 1 LINES 1 1 NON 1 "1- STRUCTURAL 1 1 PURLIN RIDGE GREAT R1111 ON STRUCTURAL Brx 12' PURLIN L TRANSITION WALL , 1 FROM 12112 JACK EIPOST 111,1 11 11 III 1111 I 2X12 OVER FRAMI JG 21114 1 85c 12' JACK PO T 2X12 VER irk— / FRAM NG _-2X12 RAFTER 2' GIC 11 DF RIDGE , "TOL 11 EATH 2x12 vALLE , 11 11 JACKS I 12'x 12' KINGP ST 101x 16' RIDGE Osx 16 IDG KNEE BRACES TO SUPPORT EAVES 8' DF 50ST RAFTE L RZx 12' 6-2x6 1 ST TER/ED/ N L- EFx 12' JACK1 1 irx LOFT 2X12 RAFTERS 2' SITTING RIC[11qc STRUCTURAL rx 12' PURLIN STRJCTURAL PUP _IN RIDGE POST 4 1 I lry A 1 (2) 4 1/2 a 1 1 1 II drX12' PURLINS 12' PURLII4m, IDGE#1 DF lies 1 X12 R 11 2X12 LOEIK4EtlITS- 11\ X12 RAFTERS N.1 11/4 l• 1RIGDE 1 ROOF PLAN NOTES: COL ABOVE AND BELOW 2) COL ABOVE E JOIST HANGER 4) JOIST BEARING 5) -e--<"NG BUILDING ELEVATION OR PLYWOOD SURFACE 7) [XXX'-XJ<1 BEAM ELEVATION .4) DISCONTINUOUS SEAM 10) CONTINJOUS BEAM II) T PLATE` TOP OF 2X PLATE 12) ALL ROOF SHEATHING WITH A 3,12 SLOPE OR GREATER TO BE 5/5" CDX PLYWOOD ALL ROOF SHEATHING WITH LESS THAN A 3:12 SLOPE TO BE 5/4" COX PLYWOOD SEE GENERAL. NOTES FOR NAILING 14) ALL HEADERS (2)-2x10 TYP UNO 15) DO NOT SCALE DRAWINGS CONTACT ARCI-117ECT OR ENGINEER FOR. DISCREPANCIES OR MISSING DIMENSIONS. 2X12 LOOK OUTS 1 1 L >I_ C f Ill' i L __n4 12X12 LOOK i_OuTS-, - NON STRUCTURAL 8'x 12' PURLIN STRUCTURAL PL RUN 8x12 TIMBER w ENTRY TRUSS r TI143ER FRAMING SUBCONTRACTOR ©HIGH ROOF FRAMINS FLAN NOTE. ALL HEAVY TIMBER BEAMS TO DE DOUG -FIR 0 Ce ..tY z 0 8 1 Aip • sari ossiolcmtok DATE: ISSUE/REV: 10-71-01 PERMIT HIGH Roor FRAMING PLAN 52.5 GENERAL NOTES MORTON RESIDENCE 10-21-01 A. DESIGN LIVE LOADS SNOW 2. RESIDENTIAL 3. WIND: 4. SEISMIC, CATEGORY DESIGN CODES 40 P5F 40 PSF 3 SECOND &UST 10 MPH EXPOSURE B INTERNATIONAL RESIDENTIAL CODE (2003) 2. AGI BUILDING CODE (AGI 318-l5) 3. AISG STEEL CONSTRUCTION MANUAL (9th Edition) 4. AITG TIMBER CONSTRUCTION MANUAL (4th Edition) C. FOUNDATION BUILDING FOOTINGS HAVE BEEN DESIGNED USING AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF, PLACED ON UNDISTURBED SOIL. BEARING SOILS ARE ASSUMED TO BE UNIFORM AND NON EXPANSIVE. THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY DESIGN ASSUMPTIONS AND BEARING CONDITIONS. PROVIDE FOUNDATION DRAINS AND UNDERDRAINS AS RECOMMENDED BY THE SOILS ENGINEER. PRECAUTIONS SHALL BE TAKEN TO PREVENT WETTING OF TI -E BEARING SOILS. EFFECTIVE SOILS PRESSURE ASSUMED TO SE 45 PCF. D. CONCRETE CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE (AGI 318-84) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P51 IN 28 DAYS. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON &RADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW GUT) AT MAX. 20'-0" 0.C. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. REINFORCING BARS SHALL BE ASTM A615 - GRADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL SIZE AND SPADING AROUND ALL CORNERS. PROVIDE 2 - *5 BARS WITH A MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AI85. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL CONFORM TO ASTM A507 AND BE PLACED WITH SETTING TEMPLATES. E. STEEL ALL STEEL SHALL CONFORM TO ASTM A36 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO ASTM A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A53 (GRADE B). ALL SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A325 3/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SHALL CONFORM TO ASTM A325, UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL CONFORM TO ASTM A501. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH LATEST PROVISIONS OF THE AISG MANUAL OF STEEL CONSTRUCTION AND AISG CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH BEAM, APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE WELDERS MEETING THE REQUIREMENTS OF THE AWS "STANDARD QUALIFICATION PROCEDURE". COMPLY WITH ANS DI.I "STRUCTURAL WELDING CODE." ALL WELDS SHALL BE ETOXX TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL STEEL WITH A APPROVED PRIMER. TOUGH -UP PAINT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS. DRY PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT EMBEGO 153 OR EQUIVALENT. EXPANSION BOLTS SHALL BE "WEJ-IT", "RED HEAD", KWIKBOLT", OR APPROVED WEDGE TYPE, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. F. STRUCTURAL WOOD FRAMING ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS FIR/LARCH GRADED *2 AS PER LATEST EDITION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND WWPA. SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM I X 4 GROSS BRIDGING AT NOT MORE THAN 8'-0" 0.G. BETWEEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6'-0" 0.G. FOR STUD WALLS NOT COVERED BY `SHEATHING OR WALL COVERINGS MEETING UBC MINIMUM REQUIREMENTS PER UBC SECTION 2511.0.1. CONNECTORS SHOWN ON THE PLANS ARE MANUFACTURED BY THE SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS SHALL BE DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY 15 EQUAL TO OR GREATER THAN THAT OF THE CONNECTOR SPECIFIED. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR NAILS AND BOLTS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 25Q OF THE UNIFORM BUILDING CODE. PLYWOOD FOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL BE APA GRADE TRADEMARKED CDX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE &RAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS. ALL NAILING COMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLE BELOW FOR USE REQUIREMENTS: USE THICKNESS FLAT ROOF 3/4" SLOPED ROOF 5/8" FLOOR 3/4" TG& SPAN/INDEX 48/24 32/16 48/24 EDGE NAILING INTERMEDIATE NAILING 8d • b" 0.G. 8d • 12"O.G. 8d • 6"0.0. 8d •12" 0.0 8d • 6" 0.G. 8d • 12"0.0. SHEAR WALL 1/2" 24/0 8d • 4" 0.6. 8d •10" 0.G. ALL EDGES OF SHEAR WALL SHEATHING 5HALL BE BLOCKED. PARTICLE BOARD SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL OF OWNER AND ARCHITECT. PARTICLE BOARD SHEATHING SHALL COMPLY WITH UBC. STANDARD NO. 25-25 EXTERIOR TYPE 2 -M -Y4 AND SHALL HAVE A SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND THICKNESS (WITHIN I/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES. GLUE LAMINATED BEAMS SHALL BE FABRICATED WITH LUMBER OF EITHER DOUGLAS FIR/LARCH OR SOUTHERN PINE. LAMINATED MEMBERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH "THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED LUMBER" PUBLISHED BY THE AITG AND THE APPROPRIATE LUMBER PRODUCERS' ASSOCIATION. "APPEARANCE &RADE 51-4ALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE EXF'OSED SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL BE BUILT UP USING 2" NOMINAL MATERIAL. SIZES SHOWN ARE NET FOR GLUE LAMINATED MEMBERS. ALLOWABLE UNIT STRESSES FOR DRY CONDITIONS OF USE REQUIRED SHALL BE AS FOLLOWS: MEMBERS STRESSED PRINCIPALLY IN BENDING (BEAMS, GIRDERS) - COMBINATION 24F Fb = 2400 P51 Fv = 165 P51 E = 1800000 P51. PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED BEAMS. FABRICATED WOOD JOISTS: I SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND PLYWOOD WEBS CALLED FOR ON THE DRAWINGS A5 "TJI/" ARE A5 MANUFACTURED BY THE TRUS- JOIST CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING, BRIDGING, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE MANUFACTURER. CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. MICRO=LAM LUMBER SEAMS: VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 1 3/4" THICK CALLED FOR ON THE DRAWINGS AS "ML" ARE AS MANUFACTURED BY THE TRUS-JOIST CORPORATION OF BOISE, IDAHO. MICRO=LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS 15 REQUIRED , THE MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF 16 -PENNY COMMON NAILS SPACED 12° O.G. FOR MEMBERS WITH 14" AND GREATER DEPTH USE THREE ROWS. 6. ALL EXISTING CONDITIONS MUST BE VERIFIED BY THE BUILDER IN THE FIELD. UNKNOWN AND VARIED CONDITIONS MAY BE FOUND. NOTIFY THE ENGINEER OF ANY STRUCTURAL CONDITIONS FOUND TO VARY FROM THAT INDICATED. DESIGN REVISIONS MAY BE REQUIRED, AND ARE EXPECTED AS A PROCESS OF REMODEL WORK. H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE ARCHITECTURAL AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. I. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS. J. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. K. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE IN PLAGE. L. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. M. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. SEE DTL I/53.1 FOR WALL REINF ADD 2 - *5X5' -O" VERT TO OF 0r WALL • POCKET 5": NOTE: BEAM POCKET WIDTH = BEAM FLANGE WIDTH • 4" TEEL BEAM SEE PLAN ez-1/4" FITTED STIFF PL EA SIDE 1/4" V SEE PLAN k STEEL BEAM POCKET N ST BEAM SEE PLAN ST BM PKT SEE PLAN EAR BEAM ON NON -SHRINK GROUT 2 - 1/2" 'XIO" ANCHOR BOLTS 3/4" = 1'-0' SEE DTL I/53.1 FOR WALL REINF StlJtrn _p NOTE: BEAM POCKET WIDTH = BEAM WIDTH + 4" ADD 2 - *5X3'-0" VERT TO OF 0 WALL • POCKET SEE PLAN OD BEAM SEE PLAN � T BEAM SEE PLAN dibikT BM PKT SEE PLAN DOUBLE 2X PT SILL PLATE W/ 2-I/2" m ANCHOR BOLTS 14 (ThWOOD SEAM POCKET 3/4° = I'-0" 11/2" CLR • • • • HdJ71n_p VERTICAL 0 12' OG 1 I/2" CUR w5 HORIZONTAL • 12" OG W/ A 24' LES TIED TO HORIZONTAL BAR w5 X 8'-0" HORIZONTAL • 12' OG • TOP VIEW OF WALL 3/4" = l'-0" 1/4" 3 1/2" `-+5 VERTICAL • 12" 00 STEEL COLUMN GCC PLAtl� STEEL BEAM W/ 3/8"PL FLANGE TO FLAN6� (8"WIDE) • SIM STEEL BOOT DETAIL 11/2" = 1'-0" GNTRFORT PIALL5 USE 2 BOLTS FOR M HEIGHT OVER 12" NOTE: DAP BOOT 1/4" INTO TTOM OF ML FLOOR BEAMS TYP U.N.O. /Q/�//—//—//—//—//6/S T BEAM =� SEE PLAN TPLY • 5E£ PLAN FLOOR JOIST l HANGER SEE PLAN WOOD BEAM SEE PLAN FLOOR JOISTS W/ WOOD BEAM I I/2" = 1'-0" 2X12 BLOCK Bm_PrJsl T BEAM= Dia SEE PLAN RIDGE BEAM SEE PLAN (BR6 WALL • 51 RIDGE BEAM @ RAFTERS I I/2" = I'-0" *4XGONT a N05 2'-0" *4X Q 0 Ib" 00 DTL 11/53.1 FOR WALL A REINFORCING 2X12 RAFTERS JEE PLAN BIRDSMOUTH' JOIST END SHOWN ALI6N IV JOIST ON OPPOSITE SIDE EE PLAN FOR SLAB 4 REINF THRESI-40LD 3/4" = I'-0" STEEL BEAM SEE PLAN Rdtg_bl7 T. SLAB SEE PLAN 41, T. WALL SEE PLAN In"QBOLTS•24"OG FOR PACKOUT • 5/16" STIFF PL EA SIDE S-b-tp SEE PLAN 2-3/4"X4"LAGS (I EA SIDE) STEEL BEAM @ WOOD SUPPORT 3/4" = I'-0" Throe/11d T BEAM • SEE PLAN St_bm_ Iv a . • • • ° • 4 4 • 4 • • 4 . e a • 4 O FOUNDATION WALL ABV ADD 2-K5X8'-0" ENTERED OVER WALL STEP 1=111 111111 21_ 1 -1I1 -11I- 11=111-111=11 1-111-1 111-111-111-11 1=111=111=111= II IIIT— I FOOTING STEP 3/4" = I' -O" NOTE DEE DTL 15/55.1 FOR PLAN VIEW 4 ADDNL INFO. �I-ISI =111- 11=111 11-11 IIn ` III= -#IIk I 1— -±1111111 111II11 111111 I I —111-11 III -111111 I=1 I —III -11 FOUNDATION =111=111= DRAIN SO—IL5 REP. O n111-7-11 —1 1 I-11 -1 1 1-a°o 0°01 —I I I- 1OOo O�OOV =00 004— _o • • f • • 111=C =IF II7I— III= TWALL= SEE PLAN HORIZONTAL 0 12" OG --111= 1 I= 1 �N5 VERTICAL • 12" OG -11 111/2" 111-1 Ivs X m CENTERED 1=111- 4 *5 • 12" D.G. TOP OF FOOTING SEE PLAN T FTG= SEE PLAN 14�5XGONT FOOTING TO BEAR SON NATURAL COUNTERFORT WALL SECTION 3/4" = I'-0" r UNDISTURBED 50IL TJI BLOCKING OVER BEAM GNTRFORTJMALL T PLY = 'EL PLAN 1 SHAPED 2X PLATE W/ /2"4, BOLTS 0 24"00 STAGGERED T BEAM %MC SEE PLAN FLOOR JOIST 4 HANGER SEE PLAN STEEL BEAM SEE PLAN FLOOR JOISTS W/ STEEL BEAM 3/4" = 1'-0" GOL BELOW SEE PLAN I/4" FITTED STIFF PL EA SIDE I I/2" 3/16 3 SIDES Bm_PrJst 3/4"X5"X9" GAP PL W/ 2-3/4"4'BOLTS STEEL BEAM @ STEEL COLUMN 1 1/2" = 1'-0" T. BEAM SEE PLAN BrtLcol2 111111111 II I II 1111111 II ' 11=111=11111 111-111=111= IIS=111-11 111=111= *5 HORIZ • 121E 11/2" GLR FOUNDATION DRAIN SEE SOILS REPORT TPLY . SEE PLAN T WALL = SEE PLAN 2X12 ROAD SILL W/ 5/8" 0 A BOLTS • 32"00 RIP TO WALL WIDTH 2-*SXGONT TOP $ BOTTOM 1 1/2" e!; VERT 0 12"00 ■5 HORIZ 0 12.OG x9 DK- • 12"OG 14' BOND BREAKER T GONG = SEE PLAN 0 0 0 0 0 in • SEE PLAN ° °O° n°0°r`?e°aPo On°FTG SEE PLAN QI, *5 • 12" OG w5XCONT FOOTING SHALL BEAR ON UNDISTURBED NATURAL SOIL TYPICAL TALL FOUNDATION WALL 3/4" = I'-0" abh T WALL • SEE PLAN TOILtd4 2x6016"00 STUD WALL WV PLYWOOD SHEATHING 2X6 RDWD SILL PL W/ /8"SXIO'ANGHOR BOLTS * 32"00 T SLAB =DI x_ SEE PLANIIIV ooe0� „MS VERT • 16" OG CENTERED 111-1 1111l" HORIZ • 16" 00 .II- " _ III. 4 p U—, —O°o°°°o o p o 0 o I— o 0 0 0 0 —111--P°°° oo°ol o°O°O°oOOp °°n1FLI 1 III—I Ia, —II1— FOUNDATION DRAIN SEE SOILS REPORT II - 1_ 2-0SXCONT TOP 4 BOTTTOM I—I I I 1-I H- 11' *5 X DIAL 0 32`00 (ALTERNATE LE55) m J V SEE PLAN 6 TFTG= SEE PLAN 2-*SXGONT LOW FOUNDATION WALL @ SLAB 3/4" = 1'-0" 3/4" QX10" ARCHOR BOLTS - BASE PLATE SEE PLA FOOTING TO BEAR ON NATURAL UNDISTURBED SOILS i STEEL COL SEE PLAN 1/4" V PROVIDE GOLD JOINT AROUND BASE. SEE PLAN • • O.O.O.O _p_9i0 O p z J \ \ J 0 Lor._n14 T.SLAB • . SEE PLAN .4777:71 I0°°°°00 SEE PLAN L T.FTG -PSEE PLAN I" NON -SHRINK GROUT EE PLAN FOR FOOTING 4 REINF INTERIOR FOOTING W/ STEEL COLUMN 3/4" = 1'-0" Ftg_a_GI NOTE: SEE DTL I/53.1 FOR ADDN'L INFO VERT • 12"0C HORIZ • 12"0G T WALL= eph SEE PLAN w5 XryLDWI- •12"00 14" T SLAB= SEE PLAN T FT6 I-11 i SEE PLAN I—I III III—III—II hI 11 I �� 1-1 � 1-1 11-1=111171111=-111=11 —I 1 I-111— 11-1 —1I-1 I—III—I 1—I I In: LOW FND WALL ® SLAB N.T.S. Lovo' IA 2 O a 0 0 Ftl ED 7 0 PATE, 155UE/REV: 10-21-01 JOB *: 01048 PERMIT SCALE: AS INDICATED DETAILS AND GENERAL NOTES 55.1 10' GONG SLAB W/ •5.8"OG EW 2XPL 191/I/2'0 BOLTS •24'OG 6" CMU SOLID GROUTED W/ M5 VERT • 16" O.G. W/ 115 DWL5 • 16" O.G. M3 X (6R 40) 6 14" 016 OC W/ 3/16" W �1 WELD ALL AROUND FIREPLACE SLAB 3/4" = 1'-0" T PLY= SEE PLAN T SLAB AS SEE PLAN T BEAM alik SEE PLANIIV 3/16' STEEL BEAM SEE PLAN 3/16" STIFFENER PLATES EA 510E04'-O'OC Fp Jkb T. BEAM SEE PLAN 1/4" FITTED STIFP PL EA SIDE 1/4 COL BELOW SEE PLAN /4" CAP PL STEELBEAM COLUMN CONNECTION 1 1/2' = 1'-0" STL KNIFE PLATE 1/2" x 3' x 13 1/2" (2) 5/8" m TRW BOLTS WOOD COL SEE PLAN • CAULK JOINT SEE ARGH— STL PLATE 1/2"x10"x10" ON 2" NON-51-1RINK GROUT (4) 1/2" m x 6' H.A.5. -III-III-I 1-I 11E1 1E -111E-1 I IE I'I 111111 III111 I1 N r 4 - *5 DOWELS J. -I X FULL HT 6._ � • 3/16 Bm_coIS 'x8"STL PLATE X VIF HEIGHT ilopT.PIER SEE PLAN FAUX STONE VENEER. SEE ARCH TIES • 12" O.G. �-(Tl-III-III-III—I I - I I I=1 I I-1 I I I I-III=III- 1''- ;III,;,III- SEE PLAN p in PIER DETAIL 11/2" = I'-0" XXX 1 1/2" = 1'-0" NC PIER SEE PLAN PLAN FOR FT6SREINF AtkiT.FT6 SEE PLAN 2X CRIPPLE STUDS • 16"OC(MAX) 2X FULL HEIGHT KIN& STUD TO ENGAGE 2X COLUMN AND WD HEADER BUILT-UP WD HEADER SEE PLAN 2X NAILER PLATE COLUMN SEE PLAN (2-2X6 MIN) T PLATE= CCL PLAN 2-2X TOP PLATES 2X ST1J05 (FULL HEIGHT) A/Z-016"OG (MAX) TYPICAL HEADER DETAIL 1 1/2" = I' -O" SPLICE BEAM OVER COLUMN BELOW T WIN RO= SEE ARCH NOTE: SEE GENERAL NOTES FOR. NAILING, PATTERNS f4*4 WOOD FLOOR BEAMS SEE PLAN I'-0 11/2" 1/4 STEEL BOOT DETAIL 1 1/2" = 1'-0" T BEAM SEE PLAN 2) 5/8" THRll BOLTS 1/4" 511 BOOT 3 SIDES A5 SHOWN STEEL COLUMN SEE PLAN STANDARD DBL ANGLE CONNECTION W/ 3/4"0A325 BOLTS FOOTING TO SEAR ON NATURAL UNDISTURBED SOIL. SEE SOILS REPORT Plsr_Itg2 8" Bm_splc3 TYPICAL ANGLE L3 JX3 )jXI/4 OR L4X4XI/4 T BEAM = SEE PLAN NOTE: W10 BEAMS USE 2 BOLT DBL ANGLE W12 4 LARGER BM's USE 3 BOLT DBL ANGLE O SECTION STANDARD DOUBLE ANGLE CONN 1 1/2" = I'-0" w•a • 1 1/2" TYP OPL A 3/4"XIO"XIO" 3/4"X8"X8" • PL A.I NOTE: BEAR PL'S ON 1 I/2" HIGH STRENGTH &ROUT ALL DOLTS 5/4"43X12" OPL G 3/4"X 5"X16" BASE PLATES 1 I/2" = 1'-0" Db1_Ong 0 w TYP w w • • • • 1 1 1/2" TYP OPL B 3/4"X5"X16" • • 0 PL E 3/4"XS'XI 1" IDE EDGE OF PLATE OPL D 3/4"X1 I "XII" Bs_plts 0 O r 0 X 1-1--1 a In ■T■ z ILI o c r 1- 1 L 0 1 \\\i1111111111iul �cc, oFSSSONA1, i\ �' . DATE ISSUE/REV: 10-2T-09 PERMIT JOB #: 04048 SCALE: AS INDICATED DETAILS 53.2 I'-6" �i " NOTES: I, LOWER LEVEL TO IX FINSWD At LATER PAT, IW ONLY AREA TOPE FINI5EI7 5 IFE 5fAVZ WELL, LOWER LEVEL STAR LAITING ROOM, & MECHANIC R00M. 2.4" CONMIE 5LA13IIW STAIR AN7 MtQW4OL R00M ONLY, ITMAIMNG FLOOR 15 t013E COMV'ACTh 7 i" SQTENEP GRAVEL. Timothy K's Wooden Hanes 9704014875 6' S2" 2' 10" f 8'-3" 12' 10" i 51' 1#4; thdie A 4(2 2' -I0' \ 121"- ' oo, 12' 85" 16'-834" 8 2-43" 6' 7" 11042 RAN i L \C(' MECHANICAL ROOMi I crowiremts9 a t sra, Au 1 121' 331-10" 6' -1" J 2001NP 1041aLinerunaN PMA WM # 41 \ OL}eNLCMeRLE I 4' 50. I 7/�.it 1 tIDE 51ED. CQ.IAWri u a I G 28' 19' 6' -10" nOWPI I I 1i3'-116' Pg� `+GttlI L �� alV uNFINI51 17 GA MY Nr, `\ I 0f�O Ca CWIE will. 1 SIG, ' 16' 52' y �,' e P�. wPirknro ' cRnva S 6' I" 1 O� �` /1-35111 Yl IC? Cr Caat wru 7171 1 © I QQ, 1 -7e 99'-9t' roPAa� 12' Off" 8'IIr A ® ® 1 1 3' 7'-6" \ /41-6" 1 �I1 " " ® ® 1 1 2' 2T-11" 10'-11" f 141-61 — s— 4' -6" 8' 21" 4' -6" 8' / 751-11" brawn by 1KC 7-6-09 51N REVISION 9-22-09 'rOR CONSTRUCTION 10-20-09 1-0\ak I.Vfl. 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T2 23 Timothy K's Wooden Hanes 970-901-9875 LS oL 1 1 1 1 1 ■1■ ■■■ 11 1 ■■■- / MN i1■ ' kT- 1 1 r� i1■ 1 1 1] 1 ' 2'61 M■ 111111 IV �■ 1 1 I 1 11 C a, 1 AL a 1 c "III riiiii ■■ �� � ®� � 5a, ■ ■1■ DRP ERS R K#N'i / 5111x) VOX% DMO - o / ❑ I _C> / 511M) 511110 (> ❑ MS Watt i WICo t � - o ROM RIM _/ (( `', E.y 51XC0 .r 1■ 1■ ClrEIN7C - i K� ING 1■ � 0 - - 0 1111 tj 4401:37505)67, r n = Nk: 7 _ L__ o 1C ❑lio 0 DO CD torn & 2ebbie Mor -,,on 1487 CR 11/, Glenwood Springs, CO 81601 �A51" LWA110N L 1 C) O� 1 J T' C�NINn pOf -000N�t r , IJ Q � © ❑ 1 III `I1 q' 12" 6" - ' ■■:� 1111 1 1■ = ■■. 12" ■■■t 1 1 1 1 1 En / �I • ■■� ■1■ I2 n 1■ 1■ In'T =1■ IT 12 =1111/ 12' 1 = ^ 1 12" IT' 12" I L 'T� 'lb ri> , / ■• 511LC0 f t 1■ 1'Hit IT' rr' PORIt-COOM 10DILTMIAUPlt NEI■ II1I 5N000 gm Am aik • C V• / ■■ 1111 1111 - RONBRRM1tBt ■■ II 511.1 vy 10 27-6-09 '"-CX CION 5WUC'fON 10-20-09 �■.'• u.IuI C . ■ 51=a I I I I 11 I I I 1 11 ��— �� 1■ 11 11 111 1 11 I 1 I n, T i mr \i L, o © -cp1Jnn C 3 \ a) cn Sheet ruche:- 0 on r= QOM ❑) N en T © U A51' FI.�VA110N - - o r , o 1 1 ❑ , L, Q ❑ Q flrm 4II rII r rnrmc a --E, C l p • , asr _ Nv,i,■■■ ■ ■ 9 ,..„ // ►N { /e7/ / / 0 7/t MM. 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K NI FM TCP5 ql I b P COMA FAVa MT ti cam`_ - 2102R IX524"0L. M. FONA MIU 1W. a AM 141/21, PA 8"x 20"611044 *I IT v & / " ■■ ni RMCUM man- M9'102' 404). IINWkRFIan/ , 9=0 I I YW0C17 WEB S_FF_511 7t 2 J2 51B F/CN REARM W/I 15 k TT. EaltDIAEN9ON . �' ME 1 ` Drb *2 PK GR ItIll5 t YA ?J PIW : ANMGIE FN9.1 rlw/ I 2" CGN E SOFPIf 10919 0D `sbtids poonnug10 `GII r Ggbl UOOJOW Wfl2( '8 WOJ I VW ON At RL EYE Cita IWdG --1. $' RS RR M,Y WOOP WILL/0i520101C0IGi1PE%two 511a0iW. Ri9WALL AiION ?. 1�P. `� in 0� A. `fL i1L }"x 6" MM a 1 }" GYP -1E. i" 5U, FLOOR. t' woo° cocci z 11P. e` 1 ORB COMB s 51VP Fifel iW. 216 RACK 16" OL. flP. flP, SIBFLGGR ISI I�1 I/� L�1 lar 1 3 o L___)o1] W " AMU Na i TO la A5 WE PROTECTION A PROTECTION AM PId7\ NOPE F0I1d7At10N Ni'EliMl� 0 If MEP 5172E,E. 4" MAX T} jS O ® © ® E °cIP WAIER PitaiNG A RMS t0 MEW 1' IP0N10WUA`V p� 0 I' POIAN MO CaCEIE Will t__,' 1 ) u o D C� - -P0S111VE 0 1 J P 1 (±I_I*11 =. M DIUNKE AWAYFIGl� o Sft la 2" MOW FOAM NO, TY P _ 4" COW IOW }' S0 SfOFi nP. Prawn by 1KC 7-6-09 51111TVISION 9-22-09 FOR CONS1q ION IO -20.09 5CtON A SFret n,nlzr r TW 131-0 1/2" TF 86'-10 IO --1 3/4" 15'-5" -J /2'-4 1/4" r TP 108'-4 1/2 +/ - TF 100'-O" +/- 6'-5 1/2" TP 108'-4 I/2' +/- TF 100'-0" +/- r it I' 6" 2'-10" 81-3" II' -5 1/4' r TIN 98'-0" SITE LANDSCAPE BOULDER WALLS BY OTHERS TYP. FLAT BENCH GUT • 100'-0" +/- FOR YARD WIDTH A5 SHOWN. TW 98'-0" TIN qq'-q 3 TF 89'-4' STEP IN FOO 4° LONG SLAB /"l/ *4 • 18"00 EY1. ON GOMPAGTED GRANULAR BASE CONTROL JOINTS • 12'-0' OG MAX. NOTE:SEE ARCHITECTURAL FOR SLAB SLOPES, DRAINS, 4 ADDITIONAL INFORMATION T GONG • 81'-1 3/4" 12'-8 3/4" 1 4 1'-4" 111 1 L L____J CHANGE FOOTING WIDTH AS SHOWN. TW 81'-1 3/4" TF 86'-10" A'-4 1/4 TW 81'-1" TF 86'-10" 22'-11" T &RAVEL = 89'-5 3/4" TW 81'-1 3/4' TF 86'-10" ■ r- " J -1 J THICKENED SLAB FOOTING • STAIR COLUMN. 12'-8 9/4" 1'-3 1/4" T-3 I/4" 7- P 1 r -1 - - /-` © \n J_ 1 T &RAVEL = 81'-5 3/4" Ib' -8 3/4' SEE 20/532 FOR STEEL BASE PLATE INFORMATION UNFINISHED BASEMENT. 1 TW 81'-1 5/4" TF 86'-10" 25'-5 5/4" 10'-I I" Ig o eoft --- TW 84'-9 3/4" TF 86'-10"r 0I 14'-61,12" • 15'-11 ". c C L_ ® 4'-6" PAD FOOT NG SCHEDULE MARK SIZE REINFORCEMENT REMARKS ® 2-0"X21-O"XIO" 3 -*5 EW BOT --- ® 2' -6"X2' -6"X10" 3-#5 EW BOT --- © 3'-O"X31-O"XIO" 4-415 EW BOT --- ® 4'-0"X4'-0"XIO" 54,5 EW BOT --- © 4' -6"X4' -6"X10" 51s5 EW BOT --- O 5'-O"X51-0"X10" b-#5 EW BOT --- V3' 1 .107 $per IT -II 5/4" 1'-6 1/4" L__ _J • 81'-1 3/4" Z v2.toy e T &RAVEL = 81'-5 3/4" 8'-2 I/4' Tw 89'-9 5/4" TF 86'-10 I L 4 P 8'-2 3/4" J O 4 7c1 CHANGE FOOTING WIDTH AS WN. r— arro frP L • • • �r • ■ ■ r J ; 1 4'-6' \(4) 4 xb FOUNDATION PLAN NOTES: 1) TN -TOP OF CONCRETE WALL ELEVATION 2) TF -TOP OF CONCRETE FOOTING ELEVATION 3) TL -TOP OF CONCRETE LEDGE ELEVATION 4) )c STEP TOP or WALL 5) STEP FT6 b) /J//* STEP OF CONCRETE OR. PLYWOOD SURFACE /////! T) 4T (ANC = BUILDING ELEVATION 100'-0" STEP CONCRETE FOOTING 8) ® PAD FOOTING SYMBOL 1) [XXX' -XX'] BEAM ELEVATION 10) U COLUMN FROM ABOVE 2-2X6 TTP UNO COLUMN SIZED AT LOWEST LEVEL 4 CONSISTANT FOR EACH LEVEL UNLET CHANGED BY NOTE II) OVERFRAMIN6 12) ALL CONCRETE WALLS 8" THICK IJNO 13) VENT CRAWL SPACE PER ISG PROVIDE BLOCKOUTS IN FOUNDATION WALL A5 REQUIRED SEE (GENERAL NOTES FOR REINFORCEMENT 14) DO NOT SCALE DRA LINES CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS 1 —4 TW 91'-1 3/4' TF 81'-4' 2,-6" Tw 13'-0 1/2" TF 81'-4" STEP IN FOOTING TIN 13'-0 1/2" TF 86'-10" 1 H I 1101 0 I J L__J ®\ TW 89'-9 3/4" TF 86'-10" TW 81'-1" TF 86'-10" 8'-0° L 1'-5" TP 6' AF6 NIF) / TF TYP • PIERS UNO FOUNDATION FLAN @ 1/4" = 1'-0" / P11 L__ iv '0 r--, %X' got" 1 r 1 _J V Z o Z o mmc WeU •112 O 0 t cQ 6 tr El n0 �>s I:ti: 2 z 0 !-IL T— O 0 X <fit 0 s X-1--1 In al z 0 Q r 63 1 0 1- O \\���ti��11111111U1JJ! //. i �A •� DATE: ISSUE/REV: 10-27-09 FERMIT JOB M: 01048 SCALE": 1/4" = I' -O' FOUNDATION PLAN