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BIGHORN 5TH ADDITION BLOCK 5 LOT 11.PDF
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' , , +� t, I Y ' I - - - - . , - ' ' ATOM I N I STR, TI�I I NI=OR'1�ATI ON PRC�7J GT D I R GTORYT 4I271g8 DRS p-!_I I 1I,,1,�,F I 7I I E I I -e I wi•:_ . '� , MATERIAL . NDIGAT'fC. NS_ . DRAN, IN6 CONVENTIONS - _ 5/i/418 �'RiGINC� , ~fi, '; - , t I - 1. 11'' �, _ . _ , - O, CIVIL EN&INEER/SURVIr1'OR h/10/�ia i�ERMi \\ o-(I 1," )I I I I I I I. �-I I -�--l I I I I I : I ' ' ' ' DETAIL DE8161�1ATOR LEfzAL DESCRIPTION OF-PROPERTY, OCCUPANCY GROUP- = JAG-VAIL LIMITED PARTNERSHIP EAGLE VALLEY-SURVEYING ,- -, 1 105 DOOR DE516NATOR LOT 11, BLOC 5, BIGHORN FILING 5 R2 I ° , DETAIL tNti VAIL GO ORADO 41(414 HIGHWAY b 24,,EA61.E VAIL r�. - ORAYM rS WjMWe V40M MAILS , , 16 L P O. BOX 1230 , • _, r ., .. - II I 1 _ - FRITHZL-EN PIERCE BRINER - - . , q0 stir w SOYN /� WINDOW OE516NATOR STREET ADDRJ=55, BUILDING CONSTRUCTION TYPE EDWARDS,GO. 81632 - , TYPE V - NON RATED 1650 E. VAIL VALLEY DRIVE, (990) X1401-140 _ 4969 MEADOW DRIVE VAIL COLORADO 81658 ` - " � - ewuc cor+cRere r�,9o�cY' rLt'rwoD - I �., u s t o . - ' , - • GRID LINE VAIL, COLORADO 8165? ' 909-4"16-6342 S GTURAL ENGINEER: BLDG. SECTION DESIGNATOR 3 ARCHITECT: LYNN FRiTZLEN MARTIN DESIGNS - << P.O. BOX 1350 = _ , I r , . , _ - st nort LEVER, NF-A SINGLE AMILYI RESIDENCE W/ - EDP RDS 8f632 _ , , - ' - gam.,. , ' , STM•MAU.� I I - 40 - , ° , - 5 w+ ee slaw+ OFFICE ROOM,NAME CARETAKER UNIT q'10-a40-31?8 FAX W0ODSTONE HOMES a 100 ROOM NUMBER JURISDICTION: P.O. BOX 3989, '✓AIL COLORADO 81658 M�GHAN►GAL / ELECTRICAL EN6tNEER: - , , , , , ,' , , 4 _ e^TT lt�sut.�TloN wdaa t�u�irioH ; PRWAST CONf3 MM—' , 61KaMP Litt - s 100'-0" TOWN OF VAIL aPROJEG aMANAGER: CHR15 KLEIN DESIGN BUILD, I . , _- , - , ,' , ,< , LEVEL' INDICATOR - , -I _ , r - , REVI5ED AREA CODE: - ", , - ' , , , 100'-0" _ OF DRAWING UNIFORM BUILDING GORE 'Cl , . /SPOT ELEVATION _ , , ` , INTERIOR ELEVATION DE516NATOR .1,_ID11 , - , ` ,`, - { ' ' ` . , I 9ENERAL. NOTE5 ` ' ` ' I . , ,I _ . , '\< s I , , , I . J, 60 1A wc-mox t.effm ' < r FAA Or-OM=T w . , ' . ' , . I , - _u , TV* .S 1. CONTRACTOR TO VERIFY LOCATION AND'ADEQUACY OF DIMENSION CONVENTION ALL EXIST. UTILITIES AND CONNECTIONS. I NDX OF DRAWINGS, " t 55U1�G _ - __ 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING GONDI- , , I , ', - , ` TiONS PRIOR TO DEMOLITION OR CONSTRUCTION • " ' • - � 5HT. - DESGRIFTION , I I W - - I . , , 3. DO NOT SCALE OFF DRAWIN65 FOR CONSTRUCTION DR$ . RIGING f�ERM1T z, , , . - /� p ` `l h /�}�� - - ` , , ' �ET SET ET - , - ' •- , ' , - - - - ' .5TAN1./ARD J"' 55Rr-°Y4 I'At I t./k�� „ , 4. CONTRACTOR TO VERIFY THAT ALL MEGH./PLUMBIN6 O. ® , , 1; ' ± - - Y SYSTEMS ARE DE516NED AND INSTALLED IN ACCORD- °� _Z ` ` ` ' , - ' - ANGE WITH ALL APPLICABLE REGULATIONS. A000 GOVERSHEET 4/2?/418 5/I/a� t�llo/4141 , ,I , �� - A.F.F.' , ;ABOVE,FINISHED FLOOR '_ _`, , , ` ..{-1'. , ',JOINT - , , 001 4/2-1/06 10 8 (0 - SURVEY �/ /q u' W m , ' ' ` , ' _ _ ' A.F.6 ' ABOVE FINISHED GRADE ',,:' - ,' ' LAM.•, , ,LAMINATE - ` ' 5. DIMENSIONS TO FACE OF STUD. - - � - , , - Z co - ' , - I - • , �AGOUS. ACOUSTICAL- ,, 'LAV. ` LAMA ORY , 4/2"i/418 I 8, lt0 , w Z T AIO1 SITE PLAN 5/ /0 6 l q 8 0 - } ADJ,, ADJUSTABLE LIN LINEN 6. ALL UTILITIES ARE COMMON NO SEPARATE ME i ER FOR APT. O` ANGH. ANCHOR`' , LT. LIGHT - - _ , ° I - -1 I ' - - „ PP APPROXIMATELY 9. RE, SPEC SECTION 15000 FOR HEATING SYSTEM ZONES Ai02 AREA PLAN e 4/2"1/418 = 0 3 � R _ LT.WT. LIGHTWEIGHT m O Q - ARCH. ARGHITEGTURAL M.H. MANHOLE , " -' , 4/2 VC15 _ � . . - - ' " , . - r - ATTEN. ATTENUATION s " ' M.O, , .MASONRY OPENING `' 8. RE: SPEC SECTION O)IOOGASH ALLOWANCES FOR ALL LIOI LANDSCAPING PLAN ` " Q 0 FAWN 'AWNING' ,, , , - . , -,MACH.``, " ' MACHINE , - - . ` , CASEWORK � � ' , ` BDRM. BEDROOM ' , - ` M: MASTER' A201 ENTRY LEVEL PLAN 4/2-1/06 5/1/418 W - - ., - x/10/418 - _ ' g O L. . `_ ,_' - BD. • BOARD - _MAX. MAXIMUM - _ LA 4/2'7/418 V C) ', - - I _ ' BLDG_._ ,BUILDING , - MEGI•F. MECHANICAL' - , - , - LEVEL ONE GRFA: 2440 ,, A202 UPPER LEVEL P N _ _ _ 418 _5/la/ae p co — w lx BLK. BLOCK ` - , " MTL, , METAL . "- , " , LEVEL TWO 6RFA: 2248 SOFT. - p,2O5 ROOF PLAN 4/2?/418 5/I/418 6110/418 m, .* 4 i , ' - - , SLR. BOILER F ' � w ' MF6R.. MANUFACTURER TOTAL GRFA, 4688 5Q.FT. V BM. BEAM. - MIN.' - ' MiNIMUM, ALLOWABLE,6RFA: 5636.4 5Q.FT. , - A204 ENTRY LEVEL REFLECTED CEILING PLAN -NOT USED_ `' ' ' - " l3, , ,BOTTOM ,' ., ` , Mjq- MICROWAVE LOT AREA: 25,364 1"" I . " GB. GATGH,8A51N: , MTD; MOl�ITED SQ.FT. UPPER LEVEL REFLECTED GEILIN6 PLAN-NOT USED O , ` G°G. CORNER GUARD • , N.I.G. NOT IN CONTRACT ALLOWABLE SITE COVERAGE: 5072 8 SQ.FT. A205 ..t I' ACTUAL SITE ;OVERA6Er „ 3665 SQ.FT, 5/1/418 - G.J. - , CONTROL JOINT,' ` , - __ , fry `( 1 l0 418 l: , G M U. CONCRETE MASONRY UNIT "(( G'Y,, NEW SAR I A301 EXTER OR ELEVATIONS 4/2"T/a8 �/ / ' , • G.O. • GLEAN OUT - `' .NOM., NOMINAL , I A401 - BUILDING SECTIONS - 4/2?/418 5/1/06 , - ` , . , G.T. ' CERAMIC TILE,' - -y. .O°G. ON CENTER CALCULATION FOR GRFA: , , GAB: , CABINET _ . O.D. ' ', OUTSIDE,DIAMETER 3950 SQ.FT. FOR THE 1ST 15,000 SQ.FT, OF SITE AREA A405 WALL. SECTIONS-NOT USED , ' ' - OEM. CEMENT . OP6. OPENING , 1036.4 5Q.FT. FOR THE REMAINING 5Q FT. OF 51TE AREA - , _ Q + 850 5Q FT. FOR PRIMARY / SECONDARY DWELLING ; I I ',, - I - , ' GER. CERAMIC - PARTN. ' PARTITION - A5o1 I , ` ' ° - - GL6, GEILIN6 ' ; PH: isHONE 1 - 5636.4 5Gt.FT. TOTAL ALLOWABLE 6RFA ENLARGED P1..AN5-NOT USED , = , GL05. CLOSET, - - PL., PLATE A601 INTERIOR ELEVATIONS 5/i/416 - - , , ' ` , 1 CLR: CLEARANCE= r - I PLAS. PLASTER ` , - COL. COLUMN , -: - PLNK. PLANK ' A602 INTERIOR ELEVATIONS I - ` .-�. ' -_ ` 'CON: '' CONGRETS ` ` PL O. PLYWOOD . , - - ___ _ I , CONT. , CONTINUOUS ' Y PORC. PORCELAIN,` _ ' : ' 4 , ' 4 GONST. GUNSTRUG710Nw _. - , ', - , PT. (D),` . PA1NT(ED) A603 INTERIOR ELEVATIONS _ - CPT. , . CARPET - - .Q.T. QUARRY TI LE ' D. DRYER - ' ' R: RISERS ' ` A801 WINDOWS d DOOR DETAILS , ;' - , - - . ' , ` " , , - - D.W , _ 'DISHWASHER, , , ' - - ! - , RD,'- ROOF t7RAIN - ACIOf INTERIOR DETAILS- NOT USED .` ° , DBL. DOUBLE• - , - RO. ROUGH OPENING - - , i ° - - OFT, DETAIL- , , "RAb,' i RADIUS - „ , 5Y5T Nf 5 NOTES` „ AIOOI SCHEDULES ' 5/1/08' /)0/416 - - VIA., - DIAMETER , , RE:, " ' , ReMPENC " ` , ` , ` • - DiAL. DiA6fpNAL', ' n° - REG`: RECESSED ~ � - EIOI . ENTRY LEVEL POWER PLAN b�/10/416 . ' - :F^ , - - DIM. - " DIMENSION -`'` - • " REF. 'REFRI6ERATOR ' • - GENERAL NOTES , - -,----�-�- _�----- - ' ON. DOWN 1' ,REINF.' REINFORCED ENTRY LEVEL REFLECTED GLG LIGHTING PLAN , DR. DRAIN ' >=COORS E102 4i2-ria8 /l0/418 - Gontractor to field vertf al( exlttng9 conditions and '1 ' , ., ` ; _ - - ° DWG. ORAMIIN6 • "- - ` Y RE5.pW RESIST , A ` assemblies: Contractor,to notif architect if proposed - FI - Carpeting on high-density underiagment on 2" cone. 405 UPPER LEVEL POWER PLAN - I�/10/418 , _ , - I ; , - - DUMP5TR.{ DUMPSTER- t , ,,RESiL. `, ,RESILIENT • assemblies noted below`are not compatible with existing. topping on structural framing system. - -- �_ _""�" "- T` E.J. EXPAN5ION,JOiNT ',RET. ' RETAINING , ' E$04 UPPER LEVEL REFLECTED GEILIN6 AND LIGHTING PL n U/iOI08 „ ( - - ' ` ' I EA.' EACH ' � - • B Re: SPECIFICATIONS for AI001 for finish sched, door' F2 - T110 (re: finish Schedule) on thinset mortar bed on -- — , , - - , E_ • ,,._ REV., , REVISION - < • - EL. ELEVATION ., ' , .•ROpM _ ` sched., glazing sched. and luminalre sched. on 2" cone, topping on structural framing system, I MIOI MECHANICAL SCHEDULES-NOT USED` - ' ELECT. ELECTRICAL , SS,. ' , STAiNLE55 STEEL-, - F3 - Gar thaq on high density underia meet on i' 'EN6. ` EN&INEER' , ` _ , , " 'S,V. - �SHEET'VINYL 5/8" l ywobd on Structural framing &ystem. _ , 5EAM5 AND BRACES T . - EQ. EQUAL = ` , SCHETa.. SCHEDULE ENTRY_LEVEL MECHANICAL PLaN NOT USED I . . R, ',r F4 - Tile ( re: Finish Schedule) on Th(nset mortar bed _ � - -- - , EQUIP. . EQUIPMENT, - n SECT. SECTION ' ' Bi-, 2X WD. Braces w/ architectural fininsh on comentitious backer board on structural M203 UPPER LEVEL MECHANICAL PLAN NOT USED I .` EXIST. 1 •EXISTING _- - '` - ' SHT.. SHEET _ framing system. - - `- - I - EXP.' EXPAiVStON ," ` 5HLV5, SHELVES B2 - 2X WD Braces to match sng _ lE/[O/418 I , _ �. �. 51 FOUNDATION PLAN _ 418 EXT. EXTERIOR ° SIM. . ' SIMILAR , - _ , , STAMP: 11� F.D, , FLOOR DRAIN , SPEC.', SPECIFICATION - 52 - STRUCTURAL DETAILS AND GENERAL NOTES i3/101418 , i ' , I - " , - - FDA: FOUNDATION ` ' ' ' , __ . 50. I SQUARE , • ' - CE I L i NG INTERIOR TRIM --- - , ,, _ FIN. FINISH „ ST.' STAIN Gt - 5/8" gyp. bd. (AIR board wet locations) INi- 3" BULLN05E CASE d B;45E 53 UPPER LEVEL - STRUG'(URAL FRAMING PLAN 5/10/08 ; °- - '' FLR. FLOOR`' - ° . STD. " ,> STANDARD - AT ALL OPENIN65 � - I I !�/I o/a8 i _ - w/ sound baits. - � , I.,r - - • ' , . , I FIX. ; FIXTURE ,' ' - I , 'STL w - STEEL� , - - _ IN2 - 12" WOOD TRiM TO MATCH CASE ` 54 ROOF FRAMING, PLAN „ , , � , ' � „ - FLUOR. FLUORESCENT - " - - 1 STRUGT.'- STRUCTURAL , - Not used - ------ • _ - FREZ. ` FREEZER I ,'5U5P. - - , SUSPENDED _ sound baits. 55 STRUCTURAL DETAILS AND GENERAL NOTES f5/10/418 - ERN(. FRAME' T TREADS - - - - --- ; '. FT. - FOOT I ` - I • ' T.B )- TOWEL BAR COLUMNS 4 , . ' - FT& ' FOOTING - - TSB STOP AND BOTTOM GLI osed structural column:- 6f IO $ , ,' ` - P INTERIOR WALLS°©?- fG1I �U_�. __~_ __ —� __ ��- ",': � „ , 6.1. GALVANIZED IRON � 'Tt6 TONGUE AND GROOVE` " bxb Architectural 6rodo glvlams 5/8" wall bd. an both sides 2x 4 studs ' I 6FP. ` 6A5 FIRE PLACE - _ • T.O.G. TOP OF CONCRETE W( - 9yP -- -- -- , ' - ' 6A. 6AU6E - _„ . TEL.. TELEPHONY ' - - - , ® 16" O.c. max at all wails U.O°N , , ' ' ` 6ALV. 6ALVANIZED.. 1 THRU, THROUGH - I , ' W2 - Wi w/sound baits. - - - ' I , - , _ _ ,6EN, , -6ENERAL 7:P.H ,TOILET PAPER },FOLDER EXTERIOR WALLS " , ' 6L. ' GLASS ` -' ' T.O�` - TQP OF EWI - Synthetic Stucco over i" rigid insulation on "Tyvok" (or W3 - WI w/ 6" studs sound bans. , ' -I' , , ` -- - 6RT.- ' GROUT - , - " ' T,O.V. TOWN OF VAIL - , -9lmllar) housewrap on 5/6" exterior pl wood sheathing W4' - Ceramic the on cementitious backer board on 2x6 . ' - ' ` ' - 6YP, 6YPWM-WALLBOARD-� •, , , " , T.O.W. ° TOP OF WALL 'on 2 x b studs a 16", o c. max. w/ R-111 batt insul- wood framing at ail showor and tub surrounds unless U O.N - _ ®ate Recewed ,` q x= , ' ' , 6B. ` " 6YPWM,BOARD �w r " = T,V, ' TELEVISION r ,ation w% vapor barrier w/ 5/8" gip. wall bd. I F R I T Z L E N , _ 1 , , HB. H05E>51B TYP, TYPICAL ° Radius corners back to window l - ' - _ JUN 1 U 1996 ' , , , ., H.M. ` HOLLOW METAL , , 'U.O,N' UNLE55 OTHERWISE NOTED EW2 - Roof Soffit: Ixb" Rough,5awn Chanel Rustic Stained Cedar ROOF �����d 43S V ` I E R .. E - - I HORL. - HAND RAIL -, '_`(,G.P, � VITRIFIED CLAY PIPE ` ' - EW3 - EWI w/ Ixb" Rustic Channel Stained Cedar Siding walls - delete I" Insulation , � - - • ' , , -- = HD. ' HEAD ` - - • - ' ' Y.C.T. VINYL COMPOSITION TILE ` ` ; `EW4 - Diagonal 6" Rough Sawn Cedar Siding on Garage Drs. d Entry bate RI - Gompositton roofing on b(thuthane on 5/8" yc,�f , �j, - - " - m HDWD. HARDWOOD - ; `(ERT.`V) VERTICAL EW5 - Window Trim: Ix4 Rough Sawn Cedar where window abutts siding plywood on structural framing system w/ R-38 T B R i N E - al `• ` • ° , , ' (HORIZ. H) HORIZONTAL , - ' W- WASHER, . in plane of siding batt insulation, - � , t, - , r1 ', ` `i - ` ' ' .. I , ` W G. WATER CLOSET ' " , HT, HEI0HT EW6- Window T�im between Window Groupings R2- Not used , - j , , _ I I HTR. - HEATER w I W.F:' ,_-AIDE FLAN6E � 12" Rough Sawn.Cedar - , , Q'I I IN. , INCH W,P,' ' WATERPROOF - EW9 - Roof Fascia 2xt2 Rodwood - SITE 1MPROVEMENT5 �J 7 , to ' - - _ INSUL• iNSULA,TION - - WW.F. , WELDED WIRE FABRIC - OO �► - n , -'` , , INT.' , -INTERIOR, _ , . , _ W.R., , F WATER RESISTANT EXTERIOR PAVEMENTS j` STI- Boulder retalning wall maximum 2' height �'�T �� , -` _ . ��p� �0= l of Vail - � , , , , , 1NV. INVERT - • - • I^60OD t ` - - ` PI - As halt Pavin on com acted road base ST2- Metal Culvert per Town of Vali Standards , % - _ , - • - ' J.B. JUNGTf ON BOX '<_ • . W/O , 'WITHOUT P2 P g P - - I A" � _ Patterned concrete-slab on grade, seal to finish f �. �� ` - ' I ` ' - - - - " - ' ROUND PLUS OR 1�11NU5 , - I - - • . I , ` , ✓ �, M ` I ' YV/ - WITH '',a " . , }T_:PROPERTY LINE , n _ t �' ` '- • ' - ° DEGREES -., - , , , ANGLE - _ _ " _ _ - I , ,_ CHIT , C T S 1, - , * 5OUARE FOOT, < ' _` CENTER LINE ' - _. . r , ,y - , !,. ? k yail, CD 8f657 1 b®colorado.net 1f:50 E Vai) VaOey Dr. Failr(dga C-1 • , , + - _ " - f 41x(970) 476-490f. (970) 476-6342 , _( . , � v _ - , , _ - - - , - , y n Qry Y - , i — J ' * e Y • } " �; ' " [;, , ~ ' f , r - ' , .- ,. . a 1 I ," _ ^ ' ,. T , • e ` ) , ,' . — . •— , _.A t = i F.r.. , '' . s a ♦ , I. "M , - . -` h _ - ,,_ <5,- ` � - ' . Y ' I - I ` �25,GO\lERe7UFF 'dw &--a -�a ` 5 : -7 : 21 � . 5T : ®00 , .Ca - . � � , I , . , "I "_ I 1 - t' ' 11 , I' ,, I , �' , � I I I � 1, I " I - I , I I C I I I . I - , - � I I-- 11 " I - I I I , I I . Ir ' I 11 - ,/", � I , , , , " -, 11 I � . I I I - I I - I ,_ I - � - I I I 1� � - , , 1, - 1 I I I,— ., , " , I I I - I 1, I , - ("', , /�_ " 1y_1 I " , I I , . I -1 " . I - I I I I - I 1 , - I I � � I 11 I I' ll I � , - 1 � - I I' ' I I I ,�_1,1�, � - :" I " ,- , -1 - ,� I I � I � I I I I I �: , � - I I 1, � ' ' 1� � I I I , , I � , I 1�� I I � I I - - I I , I I I I - 1, � I I I - - - 1. � " , " , I 1 W I- 1 , � , , - 1, _, I , , .e.1 I 1*. I I . I I . 1 . I � I I I I - I I I I I I "* I I I I I . , I I I I - I "I � I , , ,',,,- ' I I ' ' I' ', " - " I - I I - I I I I I _� -1 I - � I IV- T I I 4 r. - , - _ _ .__-_ - _ --- — — - LOT 7 LOT 8 \ GUYWIR LOT 9 _.8 40 TELEPHONE POLE i N90000'W -- 221 .34 ,' I 5�0 - -- 8544 LOT 13' 1 8545 UTILITY & DRAINAGE - �� - ��•' / �� EASEMENT \� 15.0 N QO to H- \ JCID Iw to - SCALE: 1" 10' DITCH DATE OF " SURVEY: 5/9/95 00/ \ \ J 1 0' CONTOUR INTERVAL - ' O - DENOTES A CONIFEROUS TREE AND DIAMETER LOT 11 , t 0 5823 ACRE$ ' \ �\ 50- �� \ o 'y ` \ LOT 10 o STREAM' O�� WILLOW BRUSHUNE o z _ LOT 12 ,� ,fr \ ( ) 50 U` (0 4) NOTE' EASEMENTS SHOWN ARE PER THE PLAT'OF BIGHORN SUBDIVISION, (0 4) ,� FIFTH ADDITION ONLY, NO OTHER TITLE SEARCH FOR ADDITIONAL " EASEMENTS WAS DONE DRAINAGE & UTILITY EASEMENT �: FOUND No.4'REBAR SURVEYOR'S CERTIFICATE � !"- � -=-- ` DITCH I, Michael J Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was \ made by me and under my supervision, a`nd that the survey is accurate and \ 8545 N90°00'00" E 61 .57 correct to the best of my knowledge *` 8545 Date Michael J Po � y _ - --�_ — — EDGE OF ROAD Colorado f?.L.S;. Oi�1.6 � � _ ,\ �� _--- _ --- , --- R= 150.00' L= 69.38' \(0 4) 8548 0 -FOUND No 5 REBAR `� _ --- -----_- POWER POLE \ GUY WIRE ' NOTICE ' - According to Colorado law you must commence any legal action based \ upon any defect in this survey within three years after you first discover such defect In no event, may any action based upon any — _ defect in this survey be commenced more than ten years from the - ---- _ N63000'00" E / \ �e 85482 1 6' CORRUGATED METAL PIPE date of the certification shown hereon 18.00 \ FOUND PIN & CAP L S 23506 _ 50, _ BASIS OF ELEVATION p p �+ �] �/ SEWER- �- 8550 - - INVERT ELEVOLE B84B41 T0f�GRAf HIC SURVEY MEAS RIM ELEV.. 8548 5 LOT 11 , BLOCK 5 5502 DOW o BIGHORN SUBDIVISION, FIFTH ADDITION 5 - SEA 41199 HIGHWAY 6 & 24, EAGLE-NAIL TOWN OF VAIL,�-' EAGLE COUNTY COLORADO x� P.O. BOX 1230 -- EDWARDS, CO 81632 / (303)949-1406 ! *_'k � 8551 1 PATRICK FILLIETTAZ 5/18/95 ' JOB No. 7 346 r r , _ V � i, . r n ! T, -r, r n ' y^ _ � .t + • i w 1 ' . `T , t ` r •} ' }+� , , y Y . < u 4 .. - , r , • , v, ` r ° , _ , � 1 ; t N- r y , f 5 , A ,Y - S 1 r ,; � � �p - . ' ` ', 3 x ' r ,Y � �I Y ' ' t- ' �r ' ' � � � , y..' � , ` '_ l °°•. j.� ` E + - ` �' 4x ¢ i ,�`> YJ S' - }t ^ �•- � `° � ._ � _ .. ,5 - L _ ' ` a a ♦ _ � } . � . . 4 . F � � ' y ! , _ ` r- _ .. e , ' , T ` Y .,n � e • � ,_ ' +� - f ' • ., •Y• �1rI , '♦ i + * ', T t -, ,'- ui_ A ` , 4 V r 7 x ;aF .w F r �F d . . ' t� r ° . [ e�' , ,�f,� � w ��v ' f�lr y+_ a > 4 r , _ a ` • , • ` 1 � � r v Y � { i � + Y . � * • T � ` s + ~ ' .! _� • v , } • L � , .• � y ' • � + Y, I <t /^ ' r T ' x ` e , - ` , . ' , .i _t ' i F< s [ r1 � w, '�'� ,fi , �L {nut '� w yT� � � _ � n x ` n' t a 4 � r - , { <r F t , , � . , � • , � � x e � V , _ ' . ` , � t • „ � , , ,, e; �' !', � , .. .q : � . ,4' F 1 S r � r ' ' • -' { "' ,' � • ' 'y ,`� ` r - f, _ . •,FS n� q`ot at a ~rte ` � •, _ 'V ^ s � _ r s ` . ' - _� • 'Y •r - � r � ° r ` T r • n � � � � � ' ' _, - - , t f ISSUE RECORD 4/27/QS , . , { �. .. ^_` , � .. . _ ' f, .� �{� ...`, , . r .,;`�, ,•-,° °, �� . , 3- � ` r ', ' � ' . .F�_, r. r . , _S , •, Y -, _ .. . a � . , , ,e _ � °_ • , ' _ - .' ' _ ry ._ V �, ' _ . _ _ 5/1/�f8 I"'i�lGI1�iG ' � I r �� �L0 .. � /I0/1�5 PERMIT LOT Gy , ` � , Y a r , . �... - F ` 4 , ' � kc - J i , _ _ t _ ' • a , , .. ry• .y .' . � ',j` •r _ - � - r Y, tt r ,. / y n ' � / � � �'—lO" o � + + ,�' r µ .. A , y1 , Na0'0C7 N — 221 .54 8544 545 ,. � µy t ` , � , t ; rr r,J i � t �p _ _ � . '__ R t,. u < 1 ` � _` • w .. � , UTILITY ti DRAINAG _ y M EASEMENT COy , a ' y �• F t�1 • , r „ a { i c• ` .r -. , r - a � , , ' ' � ' r ~ t ' `+ ' ' Y c .• r '� -, ,_ _ e w` � ~ vi , a Y LL - r , » � _+i , , ��.- t M r? y . 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" , --�' 8548.2 s�Oa ^ T.O. 5A515 OF ELEVATION f " LOT f O SEWER MANHOLE: 13.84B4.1 15-O INVERT ELEV. 8545 4 ^ MEA5 RIM ELEV 85485 ' ` •• � - � - � � - - _ $$� � � , , , �` u • �, = 8545 _ - ° DRAINAGE 4 UTIL17Y EASEMENT r _ T f FARK I N6 LAYOUT. 50AL E: 1 : 10 STAMP: ± Y O FOUND No 4 REBAR HITCH I � � � _ - � � � "" , . ,r' - . -_ + , _ • _ , • 8548 , , � , q0°00'00"5 61.5'7 - 8545 — J - Y - J = i5o oo' WOE OF ROAD 5YSTEM NOTE5 " rN ARE PER THE'PLAT OF BIGHORN 5U5D1VI510N 8548 O, „ _ __— EXTERIOR PAVE MENTS- ^ Y, NO OTHER TITLE SEARCH FOR ADDITIONAL _ Q'- _ FOUND No. 5 REBAR t'OWER POLE , \ X GUY I GoRRU6ATEv METAL PIPE -�' PI - ASPHALT PAYING ON COMPACTED ROAD BASE P2 - PATTERNED CONCRETE SLAB ON GRADE, SEAL TO FINISH R I T Z L E N P5 - WILLOW BRUSH LINE AND LIMITS OF DISTRUBANGE (PROVIDE CONSTRUCTION FENCE) 8548. P1 ERCE 'Or » � ` . ." r` FoUNd•PIN e`GAP � SITE IMPROVEMENTS • ?ATE su v�Y: �Q/QS , L.S. 29508.' , _ B R I N E R STI BOULDER RETAINING WALL MAXIMUM 2 HEIGHT 101 CONTOUR INTERVAL ; _ " ,^` 1 5T2 - 1811 METAL CULVERT PER TOWN OF.VAIL STANVARDS ��0 STS 4` CONCRETE APRON PER TOWN OF VAIL`STANDARDS BSEYER MANHOLE 5.84B4.1 -> • "�'.,--�Y 8LJ50 / INVERT ELEV. 8545 4 -'DENOTES A GONIFEROUSsTREE'AND DIAMETFR� MEAS RIM ELEV, 8548 5 - 1 � �� QA 8550 2 ` • a�r v Y c , « ,.. y • - .r � • j r t. L ' + v ill ' , .. ' +h , r > , ^ rr i ` ` * �� - , ` { , _ � r, r � ( A ` � � O , a � PATRICK FILLIETTAZ 5/18/415 . -Z - ��, � - � .. i • .� . t , , �� ' 4_ ,Y � t,� , . , , � _ _ � , �� ARCHITECTS ' » r : - � 1650 E Vail Valley Or. Fa�rid a C-1 o 5 I T� PLAN y 8 a } Vall CO 81657 f bOcolorado net tvr p LO, , +.., fax(970) 476.4901 070) 476-6542 4 G' • r' - z 1° ALE: 1 : 10 NORTH CIQ + y ✓ F _ w t x h ♦ • s , _ r A101 000 . wg ' - - : : 55 m r F °' �• ? 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WP GYP. 8-0 GL6 ` 104-BATH NED GONG ° { _ 105-STUDY STAINED WOOD STAINED WOOD,, PTO. GYP. STAINED GONG PTD. GYP. SEE RCP 106 ENTRY STAINED WD.- - PTV. GYP STAINED GONG PTO. GYP 10'1-5TAIR STAINED WD. - PTV. GY[P STAINED GONG PTD. 6Y[P SEE SPEC FOR STAIR 108-LAUNDRY VINYL - PTV. GYP. GONG (NO STAIN) PTO. 6YP. DEPRE55 FLOOR LEVEL I" 1 101-MUDROOM STAINED WD - PTD. GYP. STAINED GONG PTD, GYP. 110-LIVIN6 STAINED WD - PTD. 6YP CARPET PTD. GYP III-$ DROOM STAINED WD - PTD, GYP CARPET PTV. GYP' 12 BATH VINYL - PTD. WP GYP VINYL PTD. WP GYP } 4 115-6ARA6E NA = PTO GYP. SEALED CONCRETE PTV GYP 201 MASTER CLOSET STAINED WD - PTD. GYP. CARPET PTO. GYP 202 MASTER BATH GT, PTD: WP GYP. GT. PTD. WP GYP. CT. - PTO WP GYP GT. PTD WP GYP 204 MAS17ER 5Ei5ROOI 4 STAINED WD STAINED WD. PTV GYP O STAINED - - CARPET -2 f'TD`G�' W WD. PTD. 6YP CARPET PTV. GYP 206 BEDROOM STAINED WD. STAINED M. PTO, GYP CARPET PTV. GYP INCL. CLOSET F ;2Oj-5ATH CT - PTD. WP GYP. CT PTD. WP GYP. 208 LINEN STAINED WD - PTO. GYP. CARPET _ PTV. GYP. 204 r1Losr=T STAINED WD - PTV. GYP. CARPET PTO. GYP. : 210 5EVROOM r STAINED WD. STAINED WD PTO 6YP. CARPET PTO. GYP. W 211 BATH CT PTD. WP GYP. CARPET PTO. WP GYP. 212 STAIR STAINED WD. - PTV. GYP. GT PTO. GYP. Q k STAINED WOOD - PTD, GYP. CARPET PTD. GYP. a��i Z I F - 214 PLAYROnM STAINED WD. - PTO. GYP. CARPET PTO. GYP. ,,j 215 STORAGE NA - NO FINISHES EXPOSED PLYWOOD NO FIN15HE5 C` Ec W w > coo L�Y0 oco EAST VA.IL 1"DoC)40 R SCZI—MID Lj t~ n <° MARK ROOM TYPE RA 6'TTB MA DST' RATING E YIS V1TR RSMARICS J coi ` 1 101 Mech 103 2 Pnl/Pkt 2'-6 6'-8 13/4" Alder 102 Study 105- 2 Penal Lu ' 103 Bath 104 104 study 105 •, ., n .. ., 10 5 Bath 104 21 106 Mudroom 109 rto docir f a ti v 107 Uaaartdry 108 ?.Fa1l f 131st' o n n n l.dving 110 2 Panel 2•-Fi " '• •' 4 _ , ° _- - 5 -" ' ,^ .,• - t' - " ` + 109 Bath 112 .. ` u i 110 Bedroom 11 31A .. .. n 4 ! 111 Bedroom,111 pr Bifold 51_0 n .. w w 112 Bedroom 111 2 Pra/Pkt 21-6 n n o r l r 113 Ga>agts 113 2 Panel 31-0 n n n 20 min Closer,smoke Baal ' y 114 Garmige 113 cn-Is 16'-0 8'-O mfr ` _ t ., g alv..e tl 116 Grage 113 OS 8'-O f - - - - . . ,.,s . 201 Closet 201 2 Panel 21-6 61-8 13/41- Alder W 202 Bath 202 2 Prnl/l-kt •' f203 Bath 203 2 Pril/Hkt 204 Closet 205 , • - , _ 2 Panel ' - 205 Master 205 206 L,Ir+en 208 207 Bedroasra 206 .. .. .. .. t 208 ` Bath 207` 2 Pnl/Pkt " •• n 209 Bath 211 2 Panel '• n " " - TRITZLEN - 210' Bath 211 2 Pnl/Pkt , 210 .. .. .. ., P I ERCE L U 211 Bedroom 2 Panel 212 Playroom 214 '. 31-0 B Rl N E R' Y Y 213 Storage 215 pr 2 Pnl 5'-0 .. .. ., ; , � ' ,' ; ' ;, ' . 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ELEV. `tj ' MAINTAIN 4'-O' I I 37'-0"ELEV. Q �` 'f C y- AIF I` - _. , , ' I I -38'-S» , . , `I ,` is N . DE'M"'[H Wrtit.t.. I I I T.O.W. ELEV. 2x SILL PLATE (TYPICAL) a ) - 0) --__I I' �.... p - ;_ 5L,4>9�w/ Ix'�7 NGK P.Jr. L_ _� 42'-8" W \" x 10" L ANCHOR - . - - o 11 � t' ,! 'rn - , - , . " , - B.O.W. ELEV. BOLTS O 3'-0 O.C. AND , _ v ` '_ '1, " '; 1° I-, q , " . , , — I I , . , 38'-0" 6" FROM PLATE ENDS `z 11 � ++STEP B.O.W. `g`` . a_ , i----- _ J I . _ - y" I I 3'-4~ sa. PAD w/ I °°— ,'11 —o"IIIIIIIIIIIII ,/ ` 1 -: ''� I 1' 5- 5'S EACH WAY - - ----- - - - - -- ----- --- -- - ' , . , _ , - __ - , _ L� -J T:O.F 42'-8" , , �- , -I- I - • I , , --�: + , ;r »F ` ; , " FIRST FLOOR ; I I , ; ; . =- � I . A , I , , : FINISHED PLAN ; ; , - �» 9, 6",- =o2 I 26'=0 3/4'bo 1 62� N 22'-3 1/8" '_1»1 I 1 T-0" 8� - , �; , _ - or-2» ( ( I I 42'-8"ELLV. .11 �- ', ( I _ - - , _ . - - ; I B.O.W. ELEV. ' - , - . _, I I / I -- -- ', _o j ( 19 6 /2» I ` '`�,-r 5'-2 1/8" f- 6'-1 1/ r , - - -- - - r2!-_5 Z/� - - --- -- I m I rt " - -- _ -- - .� _ • .. _ - N -I� I _ I N �� - -- ---- --- - --- ------- _. -- .O.W. qk � -- - . , - - I ", N — - 1 I ; o' s~ 1 I , y ilf� , ;I IJ tO.W.`ELEV, - _ - - - -- - - - ---- --_ - � I �, I ��y 1 ' 42'-a ELEV., V 1 _ I - " THICKENED SLAB I I F IRST F I O R I -�' z .� , , - I 38'-8 - ,,d. 2 8 SQ. PAD W/ T.O.W. ELEV. BELOW BEARING - I _ I" I ,Co . F_ _4 - , -t - I . - � 5-#5'S EACH WAY - - 42'-8" 1 n ' - . - _--� �- M T O.f s 42'-8' B.O.W. ELEV. WALL ABOVE. I- FINISHED' PLAN I f---- ' I - � ' , ' I , , _ . - . o ' - T.O.F. - 42'-8" I , 4" CONC.'W .. rte,., Pj „ , , M . ' I -- r - 38-8 - , - I I I I ELEV. PER ADIN 1 1"*'1.I I A of W 11 I I `r_ --I , . r_ - I r- _ r- -I r--I---1 I Er.r. -F'4 I I - ' � - - m��,' ' , - -----r I I _ ` . tt) r.J` r, L--— —— ----�-J r, I- —— — — --j �--— — — — -. _.._i L —— — --— -I ' �--1 ' , . � - � e ' - ` �,� F-11 I I I -I------ Z z s I I I , t I LJ LJ J LJ LJ I I - - w I - rn I - - T.O.W. ELEV. I I - - - • ~ ~y� . I =_ I, ' ' L _1- - 1.. _,t ._ _J. _�0 -1- _t - -1_ - - - I I I THICKENED SLAB _ 42'-8w I I o' a P4 11 in ` _ r,l 1 - _, _ _I. - ..,I. ._,. _1._ I._- _t-.- - pq I 11 I I I *' I I t ' I I I I I-- i i I t I t I I I `1 1 I I BELOW BEARING B.O.W. t ` . , --- --�=-- - -J I �j t I I I I I t I I-..- - — -_._ _ ._.._ --_ _ .__ WALL ABOVE. 8 ELEV. _____ - _ - t t t - t: I I I t J I 5 TA.hI A9 �,11 I --- E - — — I I - PolacH�t.Ae. �-, I - ( 'I. t i� I t I I I I i i I i C I i i I T.O.F. i 42'-8" " .{ }-♦ M'w , ._.._.__I' I I 1 t I t I, I I S2 I I I I S21 I I I I I . + MART, - W,- [*p I I_..' _..— —- _ ,a..{ t- _s -.r✓ —-:.i .� —.t_., .....t.__i I. t_ t_.. - _t — .I c01 —t_ _ .I— — I _.� I - -_,._ ' PR03T DLT1'f I ; . r►s"'- u 11 N — --- I I 1 1_ 1 - I t I 1 I 1 t 1 I I I —I— I T.D.W.~ELEV. I I 4 - .__. ] w �y koT , ' 11 t I t I I I - i - i i i I i i I i I 42-8 . '-9" SQ. PAD W/ I - -- Q �N"'�1 �- �' " -(_.J.. t._. — ..t.�, _.I_ _1 I - 1 --1 - . I 1 I I I - I I I I I I I I I I B.O.W."ELEV" q_ — OW I r - N ~ W _ I 1 I ` Ir I I I ', — 8- S EACH WAY I _ . . ""'I 11 I , , , I I i i 'I' ' , ., (� I ' I I I I I 1 I t-----} I 38=8 't T.O.F. a 42-8 - C , ,u �` ^~ - 1 I . I 1 .T , I I—.-- - _._ .-- _—. `- -- -- O I - N 'may O /���1� M+4 I i i s i , _ h j NOT ALL DOWEI.S ARE TO BE #4'a � I I w1 I � I - , I - A «� _I � DOWELS AT 2-0 O.C. Wf MINIMUM OF 4 C --- - _ _ - _- - - - - -- -- Z E. 4 �` ` , . - c •. v . , ' AT 2'-00 EMBEDMENT AT 2'-Ow SO.C. - - r I I --- ` r-� "_ , . , , , . SEE'NO T_ I I L - I • - ' • Fr •► 4 W SEE NOTES. TYP. ,� » �-+ � I , . I - I` ' , ' , _ s, _ co ------�- I 10 4 1/2 3-9 BELOW SEAR NGB I _I `� .� I , :k NOTE. FIELD VERIFY T.O.W. WALL STEPS. I ( ' WALL ABOVE I ~ ,- ` - ' ,�. N _ - - .r' - " SEE STEP'DETwL ON SHEET sz _---- , w _ - ; , 2'-0" 5'-fi" ` MAINTAIN 4-0" MINIMUM,FROST'DEPTH _____ I 23' Z" I - 4 x� H , BELOW FINAL GRME ON ALL FND. - " -{ I I i r - Q '� [ ` _ - - 5 ` I - r 1, . a - ;' � • y . • i' ' WALLS. I 26'-5* I 'STEP Lo.w 1_"_-' ' , , ` I. � . _' .` - `. - 4 , o . . ,. w F _ _ : ' - _ - - ` I I I r - ALL DIMENSIONS ARE T4 - ______1 I N T:o.w: ELEV I I .. � , • . _ -'J w ` r - : , a _ , ,' BE VERIFIED BY ARCHITECT I I 4,V-O* 44'-0" I -I---- SE N07 S. T , , - I f , � ,. , , ' � _ . PRIOR TQ, CONSTRUCTION. - B.o.w ELEV. No s, , a _ r _ - , ------ I I B.O.W. ELEV. 38�-8" STEP T.O,W. ( I - --} 38'-8" - - -- - --- ---1�-10_- I __�_ r 11" -, ` ` ' �, ° � -11 , 1 — — — -g- , — 1 I p— STEP,T.O.W. 1 t j ' - ; , _ I I - I •� S2 0,-S. ,1 I 'y T.O.W ELEV. TYP AL WALL° ,_ 42'- » I 1 f - • . „ , - I I----- WALL HEIGHT ,: 4'_2" I As 1. - �" I 23'-2" I 8r F - _ " g • - , -- •T.O.W E"..> TV WALL , ,.., 42' '�I c I , , - ' -• - _ , : ', i I I' I=__-_ WALL HEIGHT 5'-$" ' • I I I ,1, " T,O.W ELEV. GAR GE ` , = 44' S• 3.'r 1 • - ° . , I I ` I �- `-WALL HEIGHT r F s ,., 8 0 .. A ' - , - ." _ ' ' - � . - 1 , I 3-- CAR G ' , a-=-=- t ' I - , y , _ - " I - I I , .. LEV, c. I , , , , I ��, , ' fi g � I , - y I I I - . _ - , , , - ,_.._ 'I ' - ` ' - I . - ' • ` . - X-°' conk' , I I � ' - r ' Z � �' � ,. - I I I = �� - , - �. � #If I a " AD W/ I 9 J a t ; ( 5- .5'S EACH WAY iO4. ` : • , ' , . r - � ' - I 1 _ - _ T.O.F. - 42'-8" - I I_ S2 ' , . . , , , , � -y , � �4 , , . - ' ," , , , , _ ,1r I - DEPRESS T.O.W. 12~ MAX. I I I I 'I _ . - -DATE . SAM _4 , • I - AND MAINTAIN 18"�MIN. I I T.O.W. ELEV. PTO.Ty . 1 , t!; - . ' - ' . - , ` - - BETWEEN ROWS OF 1 44'-8" 1 1 D�F GUT I , I __ t , DFZANtd>3t' BT,wco m ' REINFORCING STEEL I B.O.W. ELrEV, I I , (; '�� cK� 8Y� MGM . . . FOUNDATION PLAN , t I I �'-�' I _-^ ' I I `I I ,' , - , , - PRD.,L NO. 4162-sus 3 S I r t - I_ .1 T.O.W. ELEV. SCALE: 1/4" 1'-0" i I 1 4,4, , " ., _ I B.O.W. ELEV. I I , _ . 1 z .- .` RMSION 9Y/bATL' F X " ' - : . -- , • , ' ` ' ` • , _ - ' ' I 1 . 10'-4 1/2" 3'-9" 10'-4 1/2" . I -}I- _, 2x SILL PLATE ( ICAL) ` ' r ," - S , - . a , ( ' , . � ( BOLTS 0 30-OL O. AN - , - r : r - -, , .T I I I I -- _8" FROM PLATE'EN s y% Fu1 . , ' , -, , , . '- _ I I .,- ' , r , 1 r d = ,• - r a ` . - r' ` r, `. r, , I ' 1 ,„ + n <J ” -. _ " t - I ._.. -_ �,. —+r— ,..... ..-...� —,..� .... _►r,.. .... ._+— ...,►�. .-�._. ,..,_+.� I , r j , .' j T ' „ . " ^' C_ ' ,, - `" , I - ' " • - c'` r1 a • `- t ` _ - 1, " " ` ' k _�`�_ , ` r r r `� ' X. �I -'� `' r " , c ` ` a _ v - ' ` ", x ' ' a r . a ' , u- " , - - - , —. —_.�—+�._. -�+..� . .� —. _..1 r....—.��.+�....— .� —_..— . ' , 'y n, fq - _ , �M r ' " r , I ' , r , - , '- I , „ - 4 CQNC. 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I I/*�1:'�",'.1I I-,-I I,I"- I I'I*',I 1 'i 1 I� I j�Ze�I I_t,�,�-4�6-AI I/,I,,-R'1-- ��,1.,1,I I JI �I I,I�w�f''I I 1�_I_"I_-X I I-I I I.,I i�I I t I l,e-/I, I I I.,i�I��--"I I�,_I I I 'I I',-,I c,_+1,,--,,I''"'I,I'0*\, 1 I I I I I w. -4-I 9'1-,I I,�"N -i- 0 4 I I 4P=0"m iU 0 ' ' , _ ' y , - , ,r ` �4 -.' t ... , - I f -v ,, , e ` ''t' ` R I I ' ` ' ' * - ` y ` ry N r , r + ,. `. ' r Y ', ' - r ' , r +,I .' ' ' r t .' . .( : ;' , ',' _ i , _ , w _ Y ,i : b, _ ` I I I 0 I 8)I 0 15,Li _ - , , ' ,-DOUBLE TREATED``"2x SIIl , , . _ a I r , .# I , r , _ , _ - I " ' ' '. PLATY (TYPICAL.)'W/ 1/2'� . ',, ,` ' _ •, . , 2x SILL~PLATE (TYPICAL) ; s , _ r - ^ - ,I - Y _ . , , R, - ' = . w , ` • - , x 10" L:.ANCHOR 601.TS 6 w/ 1/2"- x 10" L ANCHOR . . r - � ' J DoueLE TREATED 2x STLL � . ; . , I -I ' ' . ' - * ;" 0,3'=0" O.C:,AND 6" FROM , " , 5 BOLTS O 3'-O" O.C. AND " _ „ , _, •, PLA1E (TYPICAL) W/ 1 2"N 4_ 2x SILL PLATE TYPICAL) _ . , _ 8 _ � 5 • _ - 8 x 10" L ANCHOR BOL - - 8 W/ 1/2"N x 10 LrvANCHOR PLATE`ENDS ^ , , I - _ 8 FROM PLATE ENDS K , _ , j ' ' I ` ' . , ,. , = * I_ ,I -�- .r � i - ' I , " � - , O 3'-0' O.C. AND 8' FROM n , . BOLTS O'3�0` O.C. AND ; ' " `-1, I 1/2 EXP. JOINT'MATERiAL �,� 1/2 I EXP. JOINT MATERIAL: _ GRADE. SLOPE AWAY 1/2 EXP. JOINT,MATERIAL PLATE ENDS_- 4 - 8" FROM PLATE ENDS . _ " , - .` GRADE: 'SUOPE%AWAY', ^ `, _ 6" IN FIRST 5' MIN. , , • ; ' ., ;- ,`, , ; ; . 4 CONCRT. SLAB '6" IN FIRST,'5' MIN "' , ,, 4" CONCRT. SLAB, 4 CONCRT. SLAB , . ,' ,"' ` , ` Y _, r 1/2" EXP.'JOINT MATERIAL , '• -- , -Y , . 1 ° ,1/2` EXP. ;JOINT MATERIAL.- , . , , I I ' , r ._8", _ r , 112 EXP. JOINT MATERIAL , I N ELEV. r+�.�'`-0 ELEV 44-0 cct 4 CONCRT., SLAB .; y, . . o a M mf ELEV. `43'-0 44-0 a - , , ` - - - ELEV. Am 42'-6" v a re - . , \, , _ ..` _ - /\/� \, \r 1. .. �'/\/� /\ z .. Et�rr. 43 '0 I \j\\\i,\ \�`i �■,. 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SEE PLAN * FOR PERIMETER , ' ' '_ ` " FOR PERIMETER FOR PERIMETER • • - , , - FOR PERIMETER , - , DRAIN REQUIREMENTS , ' THAN 2-O IN WIDTH. ` SEE PLAN DRAIN REQUIREMENTS THAN 2'-O IN WIDTH. SEE PLAN DRAIN REQUIREMENTS. THAN 2-0 IN WIDTH. fSEE PLAN - DRAIN REQUIREMENTS ` PROVIDE #5 GRD 60 PROVIDE #5,GRD 60 - PROVIDE #5 GRD 80 4 PROVIDE #5 GRD 60 r , , CROSSBARS O 24" O.C. ` CROSSBARS O 24" O.C. CROSSBARS O 24" O.C. - I r - I _ , 1-#5 GRD�60 , , , . 1-#5 GRD 60 _ 1-#5 GRD 60 CROSSBARS O 24 O.C. _. - ` , 1-/5 GRO 60 - ' I ' ., - , . , O 24"-O.C. ,- - _ - , - - I - O 24` O.C. ' O 24" O.C. - • ' . • - i O 24" O.C. , , ' . = ` BENT,AS SHOWN °.-° BENT AS SHOWN °r0 BENT AS SHOWN , - � _} x BENT'AS`SHOWN m " " ' l WALL SECTION A ` _ ` s" Y ` __ WALL SECTION B - 6" ` - . s• - , t _ , . - , s. , , ` l , , I , - scaLE: 112• - 1'-•0" ' ,' . 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" ���' _ ip i '3- 1 -1 'X V' 0 -t V" VL v o, ",, ' A ' ' I ,- - " , " I - , . , t PROVIDE CS20�,` '.% -' k ` - - - - . , _ ,_ - , o 11 ` . `STRAP'`OVER . �l I_ -1[ X111' LVL RAPIER. STRAP RAFTER w - U a DOUBLE RAFTER ., . _ F AT i POINTS TO WALL BELOW STEEL/FRAMEBE u N ` ti r , . �� ` - ` " " '- - ! rt1 ' f�V 4. 'y ,. , ' , ' . -' r ' Y „ - y I r . v , 0 - A ° , f ' '- . ` 7 (�,� - 1 s - INVERTED HANGER - „ _ _ ° a , ° A `11 I ,• �. W ��` 1 ' - t 1- 1 LVL u - I IN "Y « + ' r vy , a i t n _ x _ ~, y,_ Y a r °v - ' ' :, ' . Y i } a ,"7- INVERTED i �g '- e o , - 1 - , ' 11 a v ' I .. 2-1 "X 1 VL I e� �� . . ' - - I , - """""""" / C PROVIDE CS20 0 _ L* - ' ` ,- - . - , 'i�, - f, - I - ' $ STRAP OVER` v, . _% K - �,'(• V. Al ^ I ;m . DOUBLE RAFTER. t 4 �` I M ' , _,, . . I - ,! 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I , 2 1[ 9 L 2 [' 9\' L 2 t[ 9\ L 2 [ 9\� L c � �' , - r I'Vol I., I -1 - I I ", I - r I I , I I I I I - I I I I A 11 I I , / - A I 11 11 I C, - I I I - . - , I I I " L_ I ; - I . - I I I ; - - - , I------ . , I ,I I I P� w . w � I - , I I I :% / - I r , -1 I , , G .1 3= 1 3- - 10 1 I . 1 1 i I I T -1 " L �r -tr �r �r �r �r �r r �r , ' 0 = k - ORI61N , ( c AK W AB VE z .� 1 P4 �"'I r a OP r J ,� _ 9 ~ ---- - - -. ` < _ _ H 1 4, 117 Q a , ,' , LAYOUT r f - , , 1T 11�' VI' • ' - V . ' i 4 ` 1_1["X111■ LVL- ° " . - y 2-1['x111" LVL SIURCTURAL FACIA f �y � '00 Q I I I I - boo- , - I I . - I I , - I I, Z4 , - i-4- 51 1:2 , �. INVERTED HANGER _ - - oMeIN, y SECTION B/S5 . - , - k _ ;w -LAYOUT - - - .._ .» .. _ .f ,`�+ 2, . 1['xt11' LVL STURCTURAL FAd•_••__• •• ••11 I FRAMING NOTE �; W ' `, , . " _ m o , ` - p _ ,I &Ed' . ` T • r OVER x ev " I 1, 4 - ' . 1 , f y )\ ' ' 3V f ` n - ti ' ; ., '~ f ,' r . .. ( - - z O , ' , A x , J r -,, I +,� , tt 11 FRAMING AND HEADERS,TO�BE HEM FIR 02'OR,�BETTER, UNLESS _ (W� NOTED OTHERWISE. . -' i . , , �, I - a I ' I , - r Q . , 0 2. ALL DOOR AND WINDOW HEADERS TO BE 2-2x10 WITH \' Fl.ITCH' _ a ' ' AT 2x4 FRAME WAILS-AND 3--2x10 W/ \' FLiTCH -AT; 2x6"WALLS' a -, - . , ' , t`t ` TAE3L. 't' . w , ' t ' UNLESS NOTED OTHERWISE. � - - ". , - - �` � � o 3. SOLID BLOCKING AT JOIST BEARING POINTS AS REQUIRED BY MANUFACTURER. -THE AF'!'1.Y tltJL.l:!9b�� 0���'=� � �' � , y _ SOLID BLOCKING REQUIRED OVER BEARING WALLS OR BEAMS; WHEN FLOOR `:° 11 I SUPPORTS BEARING WALL DIRECTLY "ABOVE: _ ', = JOW ' ` ,TOP EL 4] P• F McOu T' 45 SKEIN °' 4. STUD POSTS NOTED ARE TRIMMER STUDS" FOR BEARING ONLY. PROVIDE`.r`^ - - - • . - "KING`STUD"'AS-REQUIRED. ALL BEARING FOR BEAMS`AND HERDERS, " "� ' ,,,' `. ,, , _ _ I _ 1-24 ' H=10-Tf! , Himlo - �� _ SHALL BE TWO "TRIMMER STUDS'�AT EACH END OF BEAM UNLI�S„ �� "' ` - � � `� - - I ` - ' OTHERWISE NOTED. '` . - - , ' ' - . '° -9-2x10` ` HU210-TT Hu21" - ' - ` - 1 - - .a �r 5. ALL WALLS TO BE HEM-FIR S1TJD`GRADE OR BETTER b i6"'O.C. UNLESS.NOTED ' 9" 2 ' HIJ1i�-aT!' FU31a-0 - ' , ' ' OTHERWISE. SEE ARCH. PLANS FOR LOCATION OF 2x4 AND 2x5 WAILS. ,,- . . 2--1 x9\ LVL- ' , HW U3.56/9.5 , HGUS410 - _ ,- , I ' 6. -LVL BEAMS SHALL BE DESIGNED, DETAILED, FABRICATED; AND ERECTED I" - , ' `3-1 x9 LVL ,r HWU5.50/9.5 -- HHUS&SO/10 , I I O0 . z .I I I K IN' ACCORDANCE WITH A.1.T.C. AND MANUFACTURER'S SPEdFlCAl10N5.. 2-1 x1T LVL HWU3.56/1L86 HGUS41 O 3-1 x11 LVL W1NU5.50/ti.#18 ' HHU55.5O/10 7. JOIST HANGERS, BEAM HANGERS; 'TRUSS HANGERS. ,TO BE MANUFACTURED.BY = . ,2-1 x14 LVL `, ' I ' HWU3.56/t4 I HU414 MAX ' ` ' , . SIMPSON STRONG TiE CO.;' INC. PROVIDE AS REQUIRED BY MANUFACTURER.` " - 4 ' 3-1 x14 LVL HWU5.150/14 / ` ` ' HU5.31 11 MAX B. -CROSS BRACING REQUIRED AT MID-SPAN, IF-CEILING DRYWALL IS NOT DIRECTLY , , i -` , - , - . APPLIED TO UNDERSIDE OF JOISTS. .' ' K� FOR*ADDITIONAL- NOT LISTED ABOVE CALL THIS OFFICE. _ 9. , STRUCTURAL'LUMBER EXPOSED TU WEATHER SHALL' BE PRESSURE,TREATED OR _ - I .` - _ - ' - 0.1 MANUALLY SEALED'AT TIME OF CONSTRUCTION. EXTERIOR WOOD DECKS OR i�. PORCHES TO BE HEM-FlR X12 OR BETTER. DECK OR PORCH JOISTS AND BEAMS ti r - , r/' TO BE PRESSURE TREATED OR MANUALLY SEALED AT TIME OF CONSTRUC1ION. . y. e '� t � � � _ 10. MULTIPLE PLY F]JgNEERED LUMBER BEAMS AND HEADERS SHALL BE BUILT UP� � - - ' - - - ' � I ♦ � _ - -` i F � � o PER CONNECTION SPEdFlCAT10N5 GIVEN 8Y MANUFACTURER.: ' r t _ I rl j x ' 11. _ ALL JOiST AND TRUSS QUANTITIES-AND,DIMENSIONS MUST BE VERIFIED By THE " ' . RESPECTIVE SUPPLIERS' SHOP DRAWINGS AND SPECIFICATIONS. ^ _ r 12. SEE'I-JOIST`CND LVL MANUFACTURERS''LITERATURE FOR SPECIFIC ,R � � � � � _ �"��� I i o CONS"T' 6 ON t , k DETAILS.~ i °. - . . ,. _ - - . , r . - - - -I �� �♦ S {f .li u 13. 5HtJ17HING SHALL CONFORM TO AMERICAN PLYWOOD ASSOdATiON'S ` �' ( . °_ - n A a 11E � CURRENT PRODUCT.STANDARD SPECIFICATION AND>SHALL BE PERFQRMAN, E RATED BY" - _ - - THE AMERICAN,PLYWOOD ASSOCIATION,TO`THE GRADES`SPECIFiED. - ,- _ 'r - - �, I h z , ,A.` ROOF SHEATHING SHALL BE 15/32' APA,RATED SHEA'THIN%x`_32/74. EXPOSURE 1.- , ,' " t � v - z o �'� ,` • - NAIL',W/ ad`NAILS AT 6'_O.C, AT PANEL PERIMETER-AND AT 12" O.C. AT ` -, ��� ! , �t _ I -#- ' INTERMEDIATE FRAMING. , - - , I'- B. FLOOR SHEATHING,SHALL BE 23/32' APA RATED'SHEATHING,'32/24,' EXPOSURE,1, , s _ ' , - _ � s I i ' J , 'TONGUE AND GROOVE. GLUE AND NAIL'W/-8d NAILS At 6' D.C: AT., " , , . { _ , � I � ��( t�� I " ` -d1 � ��,� z A. I I' PANEL PERIMETER AND AT 12` O.C. AT INTERMEDIATE'FRAMING. ` M C. EXTERIOR WALL SHEATHING SHALL BE 15/32' APA RATED:SHEATHING„32/24,' - ( � `1 ` EXPOSURE 1.` NAIL,W/ 8d NAILS,AT a O.C. ,AT PERIMETER AND 8'-MC. IN=FIELD. . ,_ I - ' ' - - • • _ t , _ �- _ , , - , , ` I I "I 14. ` TRUSS DETAILS AND CONNECTIONS SHALL BE PER,TRUSS MANUFACTURER'S DRAWINGS. . ' R OOF FPLAN t MDI MUST REVIEW ALL TRUSS LAYOUTS AND PROFILES AND;,BE ADVISED OF ANY . ' C\; CHANGES MADE BY THE TRUSS MANUFACTURER. , .` _ ,► . ,. - r _ . "i* , . _ F' DATES - FS/I/ ~ ' ` ` - t - ° k - I SCALE: 1�4 = 1 -�0 - , , I I . , , , �, '< _ , ` ,. , ;a ` _ - - ° ' - -. ' � 1°k",W., ' 48Z-�t- w LEGEND. B NG w B W , , 4-- � - , .: . , , , u, n ^ , , , _ Ste' R"SION I 13Y/bATE 11 " ■ STANDARD BEARING' POST 1`� ROUGH IN'PLUMBING" Y v STRAP P N OF'RAFTER" ' - " LOCATION STRAP IDP !t_. MID OI T° �: . , . v M DINT OF ' , POST FROM,ABOVE • ', ,e - FLUE VENT' .' TO WALL BELOW «. I , _ ' TO WALL'BELOW , I t "E* f 4 =� I SEE STRUCTURAL NOTE #5 .' - LVLF LAMINATED yVENEER LUMBER I - I ; 4-i , F.ai MICRO-L.AM,, GANG-LAM. - - . N a ,_ r' , n � - _ - a VERSA-LAM, at, al.) - - ; , . - , , w , . _, O MI1�C6. , T �' ,11 �' � � BEARING WALL ,. r=+^ ._� BEARING ;WALL , , ,' , , , , , 2'$ n 1- , - ' •� . , BELOW ry ABOVE. ; 'r' , a � , , u a .. . , ' 1 4 C k • ♦ r ' ' . _ r , e o ] r {.. r t t • , a x ry r , ' ' j 1 ` - _ _ 4 ' ,,, r r .- n t , ' , ' ! I « ' ` r ' Yy y . , ` ♦ . Y , ,' - . (' y - , f , ' t u - t .. , ' - r , r � . e 1 , er , � t .. ' - ' . - •• ' I S r _ i '` '.. ' t Y M; i 4` � , n '• , r „ ,' ' " , i A , r 1 , u ., y ' 4 , ' ' _ q Y ` - r • rt ` ` ` ` - '~ 4 ' + ' r ~ 5 *i e r n * ,. - .t r . ' ` f ,` ,. Vs ' ' , .' n , • r . .a ~" 1, ` { < w , y' " r ,'' ; jw}z'e J , ' l , '` � , , ✓ - , - ' r `* „ '` _ I _ } - - , ' ff , r ,4 y ,_ r ' '• ' l,' Y Y ` �. - r , . ' ` ` ^ ,_, , S a " ' '_ • , .I ' � J i • ^ ~ ° 1 .., . ' T n n V a .r ` , ,' a , M1 i • . ' o- " ` r ' . ' R ` `f k t e ,. ' }e ° ` ` ' .r! 4e,. r- ' ` ` •A ~ a , , ' r. 5"X5"X" TUBE STEEL r 57X5"q" TQEi.sTgm, ` N it I It 3 r' 5"X5"X{",TUBE STEEL 5"X5"X ` TUBE STEEL - ° 2X12 RAFTERS ' ` 5"X57X1»:TUBE $ 2—\»N THRU BOLTS AT'EACH U a 5'_0. " 1'.g\"` PONY WALL ABOVE., COLLAR TIES AR COLLAR T1E/RAFTER 1'-9\" 9'-7\" TO BE CONTINUOUS OVER SUPPORTS CONNECTION r a �� n , E / e 2X6 COLLAR TIES ` F - 2-1["X11I" LVL = STRUCTURAL FACIA if SIMPSON LSSU210 C P.P. » HANGER AT EACH i - ; DIAGONAL BRACE w< 5" 'X " TUBE STEEL. - ' 5"X5"X " TUBE STEEL 2—["- LAG BOLTS .`. EACH SIDE _ k . 5"X5"X{" TUBE'STEE 2X10 DIAGONAL 1 44 BRACES ON EACH SIDE OF POSTS 2X6 FRAMING ATTA ED M r ,TO TUBE STEEL W POWDER ACTUA& ~7 , X6 POST FASTENERS. YYPIC 3-1["X5\' LVL'POST L� Mme• ' - ool m m 2 [ N LAG BOLTS m � EACH SIDE a ' . • . ' ,° , `4 �^ ,- ' - �y logo, X 4-2X6 STUDS _� X - P.P. 318 r p �1' oor .n - M�'T`YPICAL i SECTION B _` - >5"X5'X�" 'TUB TUHILTI X—DNI POWDER ACTUATED STEEL TYPICAL r FASTENER AT lY O.C. - j 'SCALE I" m 1'-0" _ `, i �, 5"X5"X ' TUBES S"X5"X " TUBE STEEL 13/16'\P.P. om 12" 1116 I! © `QI HILTI X—DNI POWDER ACTUATED h•� FASTENER AT 12" O.C. 4X3X3 18" STEEL BE COLLAR E P.P. P.P.` 3/18» •-( 3/16 H' � 1 - - 13'-1, 1/2" - 5" O �i co 4x4xI" x 0'-4" STEEL ANGLE 13.-NN M ON EACH SIDE OF TUBE STEEL _ STEEL TUBE FRAME AT STAIRWELL ' BOLT STEEL 4 ANGLES TO TOP PLATE W` \"N SCALE \" = l'-0' LAG BOLTS ON EACH SIDE 42'-3" ` , MPSON WP24 IMPSON A34 .$ + INVERTED CLIP ONE SIDE OF LOOKOUT 2X4 LOOKOUT ELEVATI'ON A2 = SCALE �" ~� 1'-0" sTEEI, BASE ALL DIMENSIONS ARE TO MINIMUM 4—tOd B PLATE NAILS AT EACH " .. BE VERIFIED BY ON SHEATHING ARCHITECT PRIOR TO � CONNECTION TYP. SIDES — CONSTRUCTION 2X4 TYP. . . . • MINIMUM 4--10d ' — T NAILS`AT,EACH _ CONNECTION TYP. y , 4 " _ .l.-0" -, _4 _ • _ 2X4 TYP. - ��,N � • ~, r ' » - 2x6 STUD WALL • ' r - = - - u MINIMUM 4-10d DATE, E3/1/g8 u i NAILS AT EACH -cu, 2V" CONNECTION TYP. '> : ` DRA�MI BY, BT9 , c.H vem BY. MGM cn ' - ' -r -- — --————— , MWX N0. q62-� r � < y 9 f , - � - - `, , , - - ' R1=1/131oN - •BYJD�TE _ - 2X6 STUD WALL- CD MINIMUM 4-10d 16),, 1\7 TYP. I NAILS AT EACH r, I CONNECTION TYP:' . Lo• � ., y t ' - , r , - - F ,_.. .. ♦ ' j a ' I • ' -. ' r d~1 n l ` - Y " , J , ELEVATlON' ��A1 'PLAN VIEW ' @ CORN,ER SCALE 2" 1'�p" - SCALE'1" a 1'-0" 1 'f�e - s ` I I Y Y^ a ' 4. -- a r ` .V 4 ' ' / l , . • , r s v , r - a - e. .. ., , xr .r ` _ n `�T n 1 ' •'" '' s yk r r t , f, y, . . ^ w r'. 4 ` i ` / , Y e '' ? I ` t . , T r . Y ~ ' e « ,- . .. ' rV • .. ., , - � ' r SECTION A Lu µ F SCALE 1", 1'-00 ; to ', " - 95'-6" 2'-9" 26',-5" ' 22'-9" 2'-7" 17'-O" 24'-0" 1' 8 3/4' 15'-6 1/2" 5'-5 3/4" 8'-3 3/4' 42-8" �� o A B O.W. ELEV. M STEP B.O.W. S2 33T-o" Om T.O.W. ELEV. 5-5. 3/4 -8 14" i I 42'-8'ELEV. ----1 42'-8" B.O.W. ELEV. , c I B.O.W. ELEV: I 4 MAINTAIN 4-O zo I DEPTH WALL. - - - p.I, "c�° =•`V 1 I ----------_--;�I'I I------------}-----:----}}T}I,I I�I I I I I-" _-'-"-_r-I I I_I 1 I I I I,I 'J-_-_fi I I I 9"_--8'I I I I I! _--r--1 I i I g`-_ ---i I I't a'o vI s>, -'ci!f'o. " '"'t I i I - !i f.- t i t i'R�n'r I 1 I' I f I Ir I—. ,i I I r_—•-, , i I I I L J-I—I I I I I I'I I i!I I -a"_ _i►I I _ _i►I 1 t e .i I I I O.W. ELEV. LEV. I I I f i I I I I I I I I I I I I I I I I I I II(I I I I I I I--�--0--'4_-—'g•-—2x -- SILL -—P-L A-—TE-'(TYPICAL) —4 n--�rI I-;-GOL BASE FROM 42-8" W \"N x 10' L ANCHOR — -- I I-- "—1 ----------- J I I I I I I I I I I I I I I I I I I I I I I I i I I! --_------- `-----_-----_—_—_---------- --- - frm n` 1 ` 0� _ � q 1� � '3•i ,^x I�CM�i�H Z"n-5 1'♦7 -` ' Q �bn e � w w i 7O '�- 0� w/ I• 11416K�K BOLTS O B.O.W. ELEV. 3'-0" O.C. AND 38- 6" FROM PLATE ENDS STEP B.O.W. tZ -- - _- - - - --- -L ao 3-4" SQ. PAD W/ f 5-#WS EACH WAY T.O.F 42-W LL -I- - - - -- -- - - -- - - - - - - - - ------ FIRST FLOOR 6 - 3/4' 3'-4" FINISHED PLAN ---- - 1 7-CONC. SLABL cc ° s s 04 on 26'-0 3/4 22--3 / 1T- 8 0o T.O.W. ELEV. N 0'-2" 42'-8" B.O.W. ELEV. cq " c2-77F 5-2 1/8 6 1/x" -- -- -19 6 /2 N - - - — — °f 6' 42 B.O.W. ELEV. -----T.O.W. ". I 0 R CO T.O.W. ELEV. - - D—S—L AB -- - ---- - 38.-6" 2.-8. SQ. PAD W/ FIRST F L BELOW BEARING 5-#5-S EACH WAY T.O.F. = 42'-8' B.O.W. ELEV. WALL ABOVE. F I N I S H E D' P A N CONC. WAX 38'-6 ` T.O.F. = 42'-8' ELEV. PER DIN r 4 CONC. Ok ELEV. 01 J J - J I_- __ __ Z r� J------ L I T.O.W. ELEV.THICKENED SLAB 42'-8' BELOW BEARING B.O.W. ELEV WA ABO VE. -8" 5 TALDNAS - - -- - - -- - -I PORC44 SLAB T.O.F. - 42'-8" • MAIN ------ --""4 • =ROST DPTH t T.O.W. ELEV. 42'-B* '-9' SQ. PAD W/ 0 (V I--4 B.O.W. ELEV. 5-#5'S EACH WAY-4- .t_ I I 1 W 8 " T.O.F. 42' 8' C � - - - - -- - _ - - - O cl NOTE. ALL DOWELS ARE O BE '4's N DOWELS AT 2'-0. O.C. Wf MINIMUM OF 4 #4 DOWELS o ---'-- A 2'-0 O.C. AT 2-0' O.C. ----- Z � m EMBEDMENT SEE NOTES. TYP. SEE NOTES. TYP. 3'_9 ICKENED SLAB/2"10'-4 1 NOTE: FIELD VERIFY T.O.W. WA STEPS. 00 BELOW BEARING w SEE STEP DETAIL ON SHEET S2. ' "23Pr 2'-0' 5'-6' MAINTAIN 4'-0" MINIMUM FROST DEPTH ------ E"1 BELOW FINAL GRADE ON ALL FND. WALLS. 26'_5" STEP T.O.W. �_-__- co a NOTE: ALL DIMENSIONS ARE TO ------ T.O.W. ELEV. T.O.W. a". #4 o 4_0» � O.C.VERIFIED BY ARCHITECT ------ SEE NOTE . Y B.O.W. ELEV.TO CONSTRUCTION. B.O.W. ELEV. 38'-6' STEP T.O.W.- - -- - - - - - - - STE TO.W. STEP T.O.W.Q'-6" S2 T.O.W ELEV. TYP AL WALL 426- 10 - ----- WALL HEIGHT 4'-2• B.O.W. 35,-60 rL I T.O.W ELEV. TP AL WALL 42'- ' WALL HEIGHT - 5'-B' B.O.W. —4* T.O.W ELEV. GAR GE 44' 6" WALL HEIGHT 6-0' B.O.W. ELEV. UNIAGE m 3 -- CAR GARAGE ------ C.4 co. - J-0 z 2'-0' cow.® I ?l I b lz Go DEEP CuT e w 5•-0• Y SQ. PAD W a��W w wFM W in W a N��w N Fay • lit- 9-JVS EACH WA o T.O.F. 43'-S" O" GONT DATZ ' 6116149 DEPRESS T.O.W. 12' MAX. z AND MAINTAIN 18" MIN. T.O.W. ELEV. T�0 1 DRAPIN BYs BTS/TKi E1 l j ' rn BETWEEN ROWS OF 44'-e' DEEP cur I I REINFORCING STEEL B.O.W. ELEV. _____ CAZ40 D HYr McM 38'-6" PRO.. No. a6s� bs FOUNDATION PLAN T.O.W. ELEV. SCALE: 1/4" = 1 -0 L 44'-6' ---- fEY1510N BY/DATE B.O.W. ELEV. 38'-6' 9'-9" 5'-0" 9'-9" ------ 2x SILL PLATE( ICAL) WV - x10' LA OR BOLTS 0 3-0' O.C. AN r,,'FROM PLATE EN)S © , �� oo ' ------ L - - - - - - - - - - - - -- -- - - - _ _ Town 0j to Cop 01 - -- - - - - -- - - - -- - - - - - -- - - - - - --- -- 4 CONC. WALK LD ELEV. PER GRADING 21 -0 33' 17'-0" 24-6" -6°0 90 I Ent ` l Y - �' ' DOUBLE TREATED 2x SILL PLATE (TYPICAL)'W/ 1/2"N 2x SILL PLATE (TYPICAL) x,10* L,ANCHOR BOLTS '' s , < 8' W/ 1/2'- x 10' L ANCHOR DOUBLE TREATED 2x SILL BOLTS O 3'-0" O.C. AND PLATE TYPICAL W 1 2" 2x SILL PLATE (TYPICAL) 80 0 3'-O O.C._AND 9"'FROM .. y - (TYPICAL) / / N 8' FROM PLATE ENDS ' 8' x 10" L ANCHOR BOLTS 8" W/ 1/2'N x 10' L ANCHOR . • _ PLATE ENDS � . . - - - - 4 _ MA 1 O 3'-0" O.C. AND 6' FROM _ "BOLTS O 3'-0" O.C. AND. 1/2` EXP. JOINT TERIAL /2''EXP. JOINT MATERIAL `GRADE: SLOPE AWAY 1/2' EXP. JOINT MATERIAL PLATE ENDS 6' FROM PLATE ENDS 4' CONCRT: SLAB _ = GRADE: - SLOPEn'AWAY 6" IN FIRST 5' MIN. - `$' IN FIRST, 5' MIN. ,`. 47 CONCRT. SLAB 4' CONCRT. SLAB f 1/2" EXP. JOINT MATERIAL " 1/2"' EXP.,JOINT-MATERIAL a , ,_8. 1/2 EXP. JOINT MATERIAL ELEV. 43`-0" ELEV. 44'-0" ELEV. 43'-0' 4' CONCRT. SLAB b 44!-0- - N to Cu ELEV. f\/ /\\/\ ELEV. 42'-6' _I `/ / 2-i5 a6 6��. ��\/` c ~ 2- 5 t�D 6��` \/ o .. { 2 D/6�\/ / / / / /' z ELEV. 43'-0* \j\'\i�\ z `� T. %�f�,/ ca TOP 1 \\ \\ \\ \\�\ 5i C 80 ��-,1D�°M v '� 0 2- o ea * �� Q 2- D so /�� � o o �\j\j\/\j zo-9 60 l o y o CONT. BOTTOM 1 CONT. BOTTOM I \//. / / r " a ° \�\//\\. CONT. BOTTOM _ EQ. LEO. '� 7i - .. EQ. EQ. 0 0 EQ. EQ. ° EQ. EQ. z v '� Z Z z cp �00 6 v b O 2-#5 GRD`80 2-0 GRD 60 CONT. IN FOOTING CONT. IN FOOTING 2- GRD 80 2-#5 GRD 60 CONT. IN FOOTING CONT. IN FOOTING FOR FOOTINGS GREATER SEE SOILS REPORT, �FOR FOOTINGS GREATER SEE SOILS REPORT FOR FOOTINGS GREATER SEE SOILS REPORT FOR FOOTINGS GREATER SEE SOILS REPORT SEE PLAN FOR PERIMETER THAN 2-0 IN WIDTH. FOR PERIMETER FOR PERIMETER - THAN 2'-0' IN WIDTH. � • FOR PERIMETER ` PROVIDE GRD 60 DRAIN REQUIREMENTS SEE'PLAN DRAIN REQUIREMENTS THAN 2-0 IN WIDTH. SEE PLAN THAN 2-0 IN WIDTH DRAIN REQUIREMENTS SE"PLAN PROVIDES GRD 60 PROVIDE #5 GRD 60 PROVIDE X15 GRD 60 - DRAIN REQUIREMENTS CROSSBARS O 24" O.C.' CROSSBARS O 24' O.C. 1-#5 GRD 60 1-#5 GRD 60 CROSSBARS O 24' O.C. CROSSBARS O 24" O.C. ' • - ' O 24' O.C. � _ - 1- 5 GRD 60 1- $ GRD 80 BENT AS SHOWN •- co O 24 O.C. - WA BENT`AS SHOWN`,°: � O 24 O.C. co BENT AS SHOWN °•° " - BENT AS SHOWN LL SECTION A 6 •� WALL SECTION B e- SCALE. 1/2" = 1'--0" SCALE.- 1/2' = 1'-0' 6• 8 (and SIMILAR) PORCH WALL SECTION C WALL' SECTION D SCALE: 1/2' m V-0' SCALE: 1/2' = V-0' 0 DOUBLE TREATED 2x SILL PLATE (TYPICAL) W/ 1/2'- 8" x 10' L ANCHOR BOLTS O 3'-O' O.C. AND 6' FROM t 1/2' EXP. JOINT MATERIAL PLATE ENDS 4' CONCRT. SLAB w - 1/2' EXP. JOINT MATERIAL 1 5\POST Z U Rik ELEV = 43'—o' " - © �..a ` " 13 ' BOLTS. L'TO E4 1► ELEV. 4:e-6 N THRU BOLTS /��/`'�/' z 1 " MIN. » �' THICK STEEL PLATE " THICK STEEL PLATE 2 \ 9 16 HOLE TO ACCOMMODATE •o �I \ ALL THREAD SEE POST BASE AND t CONNECTION DETAILS EQ. EQ. �. _ ,►� N OF _ H = w �i "' d © O f co •• = g Ji, MS STRUCTURAL NOTES: (UNLESS OTHERWISE NOTED) PACK GOIT AS REQUIRED 1 1.0 SCOP E:noN. THIS SPECIFICATION OUTLINES THE STRUCTURAL DESIGN SPECIFICATIONS FOR ` ' SEE PLAN .,- FRITZUN PIERCE BRINER ARCH.. WHEN A DIFFERENCE EXISTS BETWEEN THIS - SPECIFICATION AND ANY OTHER GOVERNING CODE, THE MORE STRINGENT 'SHALL. 8' CONTROL. ANY OTHER ITEMS NOT COVERED THEREIN, SHAD_ BE COMMENSURATE ' [-� WITH GOOD ENGINEERING PRACTICE. y� O d� I- 2.0 APPLICABLE CODES AND ,STANDARDS: Z s k PORCH'- WALL SECTION C 6" POST BASE CONNECTION DETAILS 2.1 UNIFORM BUILDING CODE - 1991 EDITION. 0 SCALE: 1/2'. = 1'-0' SCALE: 1\' - V-0" _ 2.2 AISC "MANUAL OF STEEL CONSTRUCTION" - 9th. EDITION. R > 2.3 ACI 318-89 "BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE". 2.4 "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", BY NATIONAL FOREST w ` PRODUCTS ASSOCIATION, REVISED 1991 EDITION. 3.0 DESIGN LOADS: 2- 5 GRD` 8 3'_0"MIN. 9' 3.1 DEAD LOAD = WEIGHT OF STRUCTURE AND ALL THINGS PERMANENTLY ATTACHED. SEE WALL SECTIONS ; ° CONT. & 3.2 LIVE LOADS: SNOW LOAD = 85 PSF. 2'-0" FOR-REINFORCING' 3 MINIMUM 2-#5 BOTTOM 4- REBAR x TOTAL WALL (T O EACH IHGT. LESS 4" FLOOR LOAD - ,40 PSF. STEP IN FND.) WIND LOAD = 80 MPH, EXPOSURE B SEISMIC = ZONE 1. 4.0 FOUNDATION: 3.5 s 0.5 1* THIS FOUNDATION MUST BE IN COMPLIANCE WITH THE SOILS REPORT BY E Q E E; LKP ENGINEERING, INC., REPORT NO. 9517, DATED JUNE 28. 1995. v MATCH REINFORCING'O �� c v v z CORNER,W/ REINFORCING r v FOR COMPLETE FOUNDATION AND DRAINAGE REQUIREMENTS, SEE THIS REPORT. � IN WALL SECTIONS � 4.1 CONVENTIONAL SPREAD FOOTING v 4.1.1 FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF z o c$$ E E3= ` 2- 2,000 PSF(TOTAL LOAD) E ° _f GRD 60 a C T. TOP & 4.1.2 FOOTINGS TO BE PLACED ,ON UNDISTURBED NATURAL SOILS. REMOVE ALL $ g 1 e c o - 2_0• 2-#5 BOTTOM rs MIN nP _ SOFT POCKETS. FILL NOT ALLOWED. Z a i° 3g,,,.� v z 4.1.3 FOOTINGS SHOULD BE REINFORCED FOR THEIR FULL LENGTH W/ 3 #5 t= o �„ T;_°o = TYPICAL CORNER- REINFORCEMENT . '-- TYP. FOUNDATION STEP REINFORCEMENT BARS, GRADE 60 (MINIMUM). - 2 ! 4.1.4 THE BOTTOM OF FOOTINGS SHOULD `BE A MINIMUM OF 48" BELOW' FINAL GRADE FLOOR JOIST JOIST SUPPORT BEAM FOR FROST PROTECTION. Q o "s Bob ° z v (WOOD OR ) °, °° 5.0" MATERIALS: o E $n STEEL � r- � ° `°� �o�°°d 5.1 GROUT: a eio e a STEEL COLUMN 5.1.1 GROUT TO BE LOW SHRINK, HIGH STRENGTH DRY PACK, MINIMUM STRENGTH DATE: 6/1f 3000 PSI. DRAWN BY: BTB, 5.2 CONCRETE: -CHECKED BY. 3-PRESSURE TREATED >'s CONNECTED � � -- ' ` ` rn TO SLAB W/-\7-x10"L ANCHOR 5.2.1 ALL CONCRETE TO DEVELOP 3000 PSI COMPRESSIVE-STRENGTH IN z 28 DAYS. FULL,BEARING OF STEEL O� BOLTS O 3'-0" O.C. & 6" FROM 5.2.2 MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEP-DOWNS. PROD. NO. 982-! Q BEAMS ON STUDS IS > ENDS 5.2.3 REINFORCING STEEL SHALL-CONFORM TO ASTM A615, GRADE 60. LAP BARS, REVISION BY AT REQUIRED. IF SHIMS ARE STAGGERED24 -O.C.` • 7 1/2 EXP. JOINT MATERIAL A MINIMUM OF 18 AT ALL SPLICES. NECESSARY, THEY SHOULD TYPICAL ON BOTH SIDES 5.3 STEEL BE FULL WIDTH OF POCKET., 4 CONCRETE - OF BEARING WALL ;FLOOR SLAB WRAP COLUMN 5.3.1 ALL STEEL BEAMS TO BE CARBON A36 STEEL, Fy MINIMUM 'YIELD STRESS- ' �, WITH \" EXP. MAT'L -� 36 KSi. Fu TENSILE STRESS 58-80 KSI. 6.0 THE BUILDER AND FUTURE OWNER 'SHOULD BE MADE AWARE OF THE CHANCE OF G ° CONTINUOUS TOP`PLATE ° 2- #5 GRD` 60 BARS o I MOVEMENT AND CRACKING OF CONCRETE SLABS PLACED DIRECTLY, ON COMPACTED CONT. IN THICKENED ! - SOIL _ SLAB ' LA A MINIMUM OF t 2" HOR Z. TO `7.0 ISOLATE 'ALL DOOR JAMBS FROM FLOORS B / i SHEET NUMBER "t ISOLATED PAD FIG. ALLOW FOR POSSIBLE MOVEMENT. USE-SILICONE OR SIMILAR MATERIAL T_ 0 FILL k, r 2'-0" (SEE PLAN FOR THE RESULTANT GAP. j SIZE & REIN.) 8.0 THE CONTRACTOR, AND'ARCHITECT SHOULD VERIFY ALL'DIMENSIONS ON THIS PLAN PRIOR Lo TYP.' STUD WALK -BEAM POCKET.y. _ 'THICKENED SLAB To CONSTRUCTION. " INTERIOR COLUMN SECTION D `" ` • ` , _ Tl� 5 6 L //�' A ' . w 3-2X10 1["X �" L 3-2X10 3' [w�(9' L r aGoo 0 l4 DOUBLE ( c Q L f N o tf "� —5X5XI' STEEL TUBE FRAM n DOUBLE v m m � f r 1-1 X14 LVL FLUSH , 2-1[`X9 �Op _ 1 , • 3 - , � � f LVL FLU Q , STRAP AND ATTACH TO � - _ _ - -� _ �. J COLUMN ABOVE , + SOLID BLOCK ABOVE AND BELOW MICROLAMS. ADD 3'- ' •p' f 4-1["X14' LVI. FLUSH x,�x CS 16GA STRAP TO 80TH SI ES fa ...�-� . -.-... . -.-�-■ . .�-.• . - �-�= - u OF MICROLAM r g 2- [`X1 " L FL SH N C44 ?� �� e� ���• f� UC HANGER 2 1[" V" vl OOR H w " v� F A rx tu ?L___1?"In—'7 r---I A"_ B OW 2-1 X14 LVL FLUSH 3-2X10 3-2X10 r—u wo in 0-1 -i[ l` VL ROP -1[" �` VL OP PRO O 1� �• • ��y ' ; f , b Oc f N 1 SJl 6� 6.,- 2-1["X14 LVL FLUSH 4-1['Xi4` L,VL FLUSH- O O Q-i _ O e , e e e s� W , - air na an�a`a � a �r �aaar� r , rF� ICI w Z 3-2X10 3-2X1O 3-2X10 3-2X10 _ r �� a aura air aa�"r �� 04 - 3 3 1[ X9l LVL f .� w ' ', `- ', �.7 _ - , _ 2-1["X11]" LVL'a ,• - `"�, `L j `�� � � W .. �' (V] ' - - ` , , ' - - • a • a • � � _ pay < < fs a• �..,� N , - 2 1['x 4" L SH �` G. ROP ED O s tip" aE-4GU. W Z FRAMING NOTES: _ j co - [—+. � 1. OVERFRAMING AND HEADERS TO BE HEM FIR ,OR 'BETTER -UNLESS - m Q NN NOTED OTHERWISE. f x O w 2. _ALL DOOR'AND WINDOW HEADERS TO 'BE 2-2x10-WITH \` FUTCH . 'j a w HANGER TABLE .� W AT'2x4'FRAME WALLS AND 3-2x10 W/ \ FLITCH AT 2x6 WALLS-' r. UNLESS NOTED OTHERWISE. TI•I�E HA1�t5ERg APPLY UNl.EBS 1JOTL'D — MICR M T HEADER ER — — f ��• •� 3. SOLID-BLOCKING AT JOIST BEARING POINTS AS REQUIRED BY MANUFACTURER. ' 7 SOLID BLOCKING REQUIRED OVER BEARING WALLS OR BEAMS, WHEN,FLOOR P OM E S D SUPPORTS>BEARING WALL,DIRECTLY ABOVE. =' DUB BL CKIN - 4. - = STUD POSTS NOTED ARE "TRIMMER STUDS' FOR BEARING ONLY. ,-,`PROMDE-- J015T T©P —LAN&E' FACE MOUNT _45" SKE f � f OU C M 4 'KING STUD' AS REQUIRED. ALL BEARING FOR,BEAMS AND HEADERS R OF LAN FOR " laydI2 HU2I0-Tr H=10 - O LUM SI ; F SHALT. 8E TWO TRIMMER STUDS AT EACH END OF BEAM UNLESS 9-2x10 ' HUZIO-STP HU210-3 - OTHERWISE NOTED: 9-�da HuZIZ-8'TP' MJZIZ-9 - '$MI EABJ 5. , , ALL WALLS TO BE HEM-FIR cADE OR BETTER'O 18 0'`O.C. UNLESS NOTED,, , 2-1 x8\'LVL HWU3.58/9.5 HGU541D OTHERWISE` SEE ARCH. PLANS FOR.,LOCATION OF 2x4 AND 258 WALLS. l'2 - 3-1 x9 LVL ' HWU5.50/9.5 HHUS5.50/10 6. LVL BEAMS SHALL BE DESIGNED. DETAILED, FABRICATED, AND ERECTED 2-1 x11 LVL " HWU3.56/I f. HGUS410 3- 10 IN ACCORDANCE WITH A.I.T.C. AND MANUFACTURER'S SPECIFICATIONS. 3-1 x11 LVL HYAJ& //11.88 HHUS5.50/10 7, JOIST HANGERS. BEAM HANGERS, TRUSS-HANGERS. TO BE MANUFACTURED BY , 2-1 x14 LVL' HWU3.56/I HU414 MAX gg 11 tt44 LLyyLL Hyy��, 8. CROSS BRACING REQUIRED AT MID-SPAN DIF CEILING IRYWALL S NOTADI DIRECTLY, ' ' ` " " 4-1 z14 LVL HWU7. /14 APPLIED TO UNDERSIDE OF JOISTS. /14 H13��fj �A10 - o f B I GWLL B OW g 9. STRUCTURAL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR ' FOR ADDITIONAL HANGERS NOT LISTED ABOVE CALL THIS OFFICE. , MANUALLY'SEALED AT TIME OF CONSTRUCTION. - EXTERIOR WOOD DECKS OR PORCHES,TO BE HEM-FIR.#2 OR BETTER. DECK OR PORCH JOISTS AND BEAMS ` TO BE PRESSURE TREATED OR MANUALLY SEALED AT TIME"OF CONSTRUCTION. ' 10. MULTIPLE PLY ENGINEERED LUMBER BEADS AND,HEADERS SHALL BE BUILT UP C f I P CONNECTION SPECIFICATIONS GIVEN BY MANUFAC RER. ' - � ER TU NOTCH TOP FOR I _ 11: ALL JOIST AND TRUSS QUANTITIES AND DIMENSIONS MUST,BE VERIFIED,BY THE RIDGE BEAM f � o RESPECTIVE SUPPLIERS' SHOP DRAWINGS AND SPECIFICATIONS._ 12. SEE'(=JOIST AND,LVL MANUFACTURERS',LITERATURE FOR SPECIFIC,CONSTRUCTION €' THICK'STEEL > DETAILS. ONE SIDE ONLY) OVERLAP LVL:s & NAIL t 13. SHEATHING— SHALL CONFORM TO AMERICAN PLYWOOD-ASSOCIATION'S W 12 " IN OVERLAP ONLY W/ f "" CURRENT PRODUCT STANDARD- SPECIFICATION `AND SHALL BE'PERFORMANCE RATED BY j 16d NAILS O 3 O.C. THE AMERICAN PLYWOOD ASSOCIATION TO THE GRADES SPECIFIED. THRU-BOLTS " & 2 FROM ALL EDGES A.' ROOF SHEATHING SHALL BE 15/32" APA RATED SHEATHING, 32/24, EXPOSURE 1. x fit lie AT 6 C. AT PAN PERIM ' D A ` 2" 0 C. T 12 �1 NAIL W/ 8d.NAILS O. EL PERIMETER AN T 1 A 6© y f i INTERMEDIATE FRAMING. ,," " ,4' M 1 B.`' FLOOR SHEATHING SHALL BE'23/3 =,APA RATED,5HEATHING. 32/24.' EXPOSURE 1. - � TONGUE AND GROOVE.' GLUE AND NAIL W/-8d NAILS,AT 6` O.C. AT " ~ M ) "t' z PANEL. PERIMETER AND'AT 12 O.C. AT INTERMEDIATE FRAMING, o ' o o o _ 0 C. EXTERIOR' WALL'SHEATHING SHALL BE 15/32 APA RATED SHEATHING. 32/24, o. o IUTt t- "7 ' EXPOSURE 1. NAIL W/ 8d-FAILS AT 4` O.C. AT PERIMETER 'AND 8` O.C. IN FIELD. O O ' 14. TRUSS DETAILS AND'CONNECTIONS SHALL,BE PER-TRUSS MANUFACTURER'S DRAWINGS. : ° o + MDI MUST REVIEW ALL TRUSS LAYOUTS AND PROFILES AND•BE ADVISED OF_ANY tT� •: ' B I G W A 0VE DATE+ b/18M8 CHANGES MADE BY THE TRUSS MANUFACTURER. JL_ —JL J J JL JL JL JL Ljlw.-jL JL �' 8T8�71GE `r'' W16X STEEL BEAM FLUSH — — — __j GHEGKED BY, W-1+0 ` 3- 1["x11]" LVL PRO.. NO. 'q&2-3W.. ` LEGEND: ' SLOPED do SPLICED ' REVISION BYA2ATE O RIDGE- NAIL ■ STANDARD BEARING POST ® ROUGH IN=PLUMBING LOCATION' TOGETHER PER f � _ ' - MANUF: REQUIREMENTS O POST FROM ABOVE' A FLUE' VENT , ` SEE STRUCTURAL.NOTE- ` � ' LVL LAMINATED VENEER LUMBER M /''�I '''(''VER MICROvm!LAM. GANG-LAM, I O R�../La A M BENT HEADER X ;� . _ �•,r :VERSA-LAM, et al.) _ ' 1 BEARING WALL C _ BEARING WALT. 5G/111..E, 3/4w s,I'-O" N i BELOW ,ABOVE �T N4-9M � NOTE: THE,YLOCATIONS'OF DRAINS FOR', 1 PLUMBING FIXTURES ARE ASSUMED AND y EXACT,LOCATIONS SHOULD BE VERIFIED ` ' PRIOR,TO CONSTRUCTION. HEADER`OFF w SECOND ,' FLOOR FRAMING PLAN _ BAYS WHERE REQUIRED BY PLUMBING'TO AVOID'DAMAGING I-JOISTS., DOUBLE SCALE: 1/4" = 1'-0" JOISTS ON EITHER SIDE OF HEADERED - ` BAYS. ' > 111 �"�n .,v�' a ll......rr .. �,e , _ • � ` �" ���....rr/ �./LAYOUT; _ i1 "X111" LVl. �� ` , A2 ti . STRUCTURAL FA �, h LAYOUT ., !, —-INVERTED HANGER t 0 1 3- -1 "X \` 10 -1 "X \" vL H on Eno". 11111 PROVIDE CS20 - �� _ - - _ � � $ STRAP OVER t 2-1["X111" LVL RAFTER. STRAP RAFTER 5X5X3/8" TUBE DOUBLE RAFTER . '` AT I POINTS TO WALL BELOW STEEL FRAME INVERTED HANGER c L' ? p 1- 11 LVL a 11,1 y , � R n y M INVERTED %7L J"X 1 WL — PROVIDE CS20. r: , 4 J STRAP OVER . Al DOUBLE RAFTER' �Z O ti ca RI A 1 X " BE E J INVERTED HANGER L .. 2 L R1 12 ' t� tn •�. .',. t1I" L s OF 1 ` c LAYOUT. j ITO PP RT I OVE t J 3-1['X11) LVL'8 tr JLJL L JL JL JL JL J J JL L_J . JL L J JL L J V �• '� y ♦ ,I'+(�, J .��,- ° ll ' m �' 6 '� '.� ! 6 POST BETWEEN �— w — w�. — .r w, L) 1Fz �( A 2 1[ x11I' LVL co INVERTED _ ry� _ Q RAKE WALL s 1 B f.,.i ?`� 10 jC65 ,4oW WAL W O La OW:;TYP. as` ' 21[ 9 L 2 " 9 " L 2 1 " 9 L 2 " 9 " L I 1 ' o�I I I 7!�` Q � . r \ r _\ r \ I _ II A ommoms mom on momw } I -' --� "' I I -1 "X11 " 1 [»x1 " VL RI GE �- 7x441 TUBE STEEL, - = } �► I ry I '-,c O 16 SEE SHEET S5 N ,N 1 Il I I i I } I i N �:, I I I J�Z RAKE ALL or oRI61N _ �( e I I i I I I I i I I II- --I—I— , � �, _ " t—a ►—� � A LAYOUT ,�( F — _ IM _ •�..� �++ . 744x1" TUBE STEEL, ...�.� — ... ...�.�. .�, �" x BE STEEL, - r ,U C l 1-1( X111 LVl_ SEE SHEET SS 9=� 2-1[ x11I LVL STURCTURAL FACIA • � � SEE SHEET S5 J` WOW ' ORIbiN� INVERTED HANGER SECTION B/S5 g�' '� w W OF tlJy �c QC �O• U voof c d • . " - LAYOUT, . . . - " , , �}y W — — — — — r - Q .-1 T FRAMING NOTES: _ ,�. W co 1. OVERFRAMING AND HEADERS TO BE HEM-FIR "OR BETTER, UNLESS _ $ ._ p Iuuj 1 NOTED OTHERWISE. ' D kD _rcvK O `2 ALL AT 2.x4 FRAME HEADERS TO BE 2-WO WM, FLITCH \7 FLITCH'AAT 2x6 WALLS' HAN�ER TASL.r m N 1-1[ x111" L —• UNLESS NOTED OTHERWISE. ' '_, O ° 3. SOLID BLOCKING"AT JOIST BEARING POINTS A5°REQUIRED BY MANUFACTURER. 7 HANBER9 ' 'Y UNL � � � 2e AKE ALL SOLID BLOCKING REQUIRED OVER BEARING WALLS`OR BEAMS, WHEN FLOOR Jx ELOW. TYP. SUPPORTS BEARING WALL DIRECTLY ABOVE. t 4. STUD POSTS NOTED ARE "TRIMMER 'STUDS" FOR BEARING.,ONLY PROVIDE. JOIST � TQP PL6Nl6r �A4GE MOUNT 45" 5KEW •" JAL "KING STUD" AS REQUIRED. ALL BEARING FOR BEAMS,AND HEADERS 1-2x1!2 ' H1210-7P' HJ210 - "- SHALL BE TWO "TRIMMER STUDS" AT EACH`END OF BEAM UNLESS- 1 x11 VL OTHERWISE NOTED. 11-2xlo- HL12I0-9'M H 21" 5. ALL WALLS TO BE HEM-FIR STUD GRADE OR BETTER O,16, O.C. UNLESS NOTED �� � >4 2-1 �\ 'LVL - FUMIWU3.36/9.5 HJ212 HGUS410 - OTHERWISE. SEE ARCH. PLANS FOR LOCATION OF 2x4-AND 2x6 WALLS. 3-1 x9 LVL HWU5.50/9.5 HHUS5.50 10 9i K 6: .. L•VL BEAMS SHALL BE DESIGNED. DETAILED, FABRICATED,' AND ERECTED 0 m _ - `2-1 x11 LVL HWU3.58/11.88 HGUS41 �. p - IN ACCORDANCE'WITH 'A.I.T.C.,AND MANUFACTURER'S SPECIFICATIONS. 3-1 x11 LVL HWU5.50/11.88 HHUS5.50/10 ViL 7. JOIST HANGERS, BEAM HANGERS, TRUSS HANGERS, TO BE MANUFACTURED BY , ` ` 2=4 x1 LVL HWU3.58/14 HU414 MAX SIMPSON STRONG TIE CO., INC. PROVIDE AS REQUIRED BY MANUFACTURER. ' " 3-1 A4 LVL HWU5.50/14 HU5.31/11 MAX ° 8., CROSS BRACING REQUIRED AT MID-SPAN IF CEILING DRYWALL IS NOT DIRECTLY ' APPLIED TO UNDERSIDE OF JOISTS., I - 11 - , _ '` ;FOR ADDITIONAL HANGERS NOT LISTED ABOVE CALL THIS OFFICE. 1 - S. STRUCTURAL LUMBER 'EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR MANUALLY SEALED AT TIME OF CONSTRUCTION. EXTERIOR WOOD'DECKS OR .n PORCHES TO BE HEM-FIR #2 OR BETTER. , DECK OR PORCH,JOISTS -AND BEAMS TO,BE PRESSURE TREATED OR MANUALLY SEALED,AT'TIME OF CONSTRUCTION. ' 10. MULTIPLE'PLY ENGINEERED LUMBER .BEAMS-AND�HEADERS SHALL BE BUILT UP. PER CONNECTION SPECIFICATIONS GIVEN BY MANUFACTURER. ( 4 11. ALL, JOIST AND ,TRUSS QUANTITIES AND DIMENSIONS'MUST BE VERIFIED BY THE RESPECTIVE"SUPPLIERS' SHOP DRAWINGS AND SPECIFICATIONS. 12. SEE (-JOIST AND,LVL MANUFACTURERS' UTERATURE`FOR SPECIFIC CONSTRUCTION" 13. SHEATHING SHALL CONFORM TO AMERICAN PLYWOOD ASSOCIATION'S J _ ET D AILS. 3-1 "X11 L 3' CURRENT PRODUCT STANDARD SPECIFICATION AND SHALL BE PERFORMANCE RATED BY c - $ ' Z i THE.AMERICAN PLYWOOD, ASSOCIATION TO THE GRADES SPECIFIED. f J l t e ' A. <ROOF SHEATHING SHALL BE 15/32" APA RATED SHEATHING, X2/24. EXPOSURE t. .� F NAIL W 8d NAILS AT 6" O.C. AT PANEL PERIMETER AND AT 12" O.C. AT,' J ' ♦'� �� � Iva INTERMEDIATE I:RAMING. �+f t r " � E1. FLOOR SHEATHING SHALL BE 23/32 ' APA RATED ,SHEATHING, `32/24, EXPOSURE-1; TONGUE AND GROOVE. GLUE-AND NAIL W/ 8d NAILS AT 6" O.C. AT ^f J � t c x PANEL PERIMETER'AND AT 12" O.C. AT INTERMEDIATE FRAMING. !< f C. EXTERIOR WALL SHALL BE 15/32' APA RATED SHEATHING,-32/24, I f J '`ry � � l 1� 1 or EXPOSURE 1. ' NAIL W 8d NAILS AT 4 O.C. AT PERIMETER AND�8 O.C. IN' FIELD. r g.2 V 14. TRUSS DETAILS AND CONNECTIONS SHALL BE PER TRUSS'.MANUFACTURER'S,DRAWINGS. t� MDI MUST REVIEW ALL TRUSS LAYOUTS AND PROFILES, AND BE-ADVISED OF-ANY ° '''. ROOF FRAMING PLAR CHANGES MADE' BY THE'TRUSS MANUFACTURER.,,' '` _ SCALE: 1/4" 1'-0" f I DAZE, b/I �� DRAIN BY, sm s ,4 GHEGICI:D BY, ..� -. ". • ' _ ' , E c LEGEND. :,% I BEARING WALL I F&MISION BY A �• _ - , . - , , - � } I BELOW I } .� - m - ®: ROUGH 41N{PLUMBING,LOCATION STRAP MIDPOINT OF I ■ STANDARD'BEARING BEARING POST STRAP MIDPOINT OF RAFTER TO WALL BELOW a I R OW. LL } TO WALL BELOW POST FROM'ABOVE e' FLUE VENT x , SEE STRUCTURAL NOTE #5' ,- , LVL• INAtED VENEET2 LUMBER` N �►' . I. -MICRO-LAM,' GANG-LAM,,- � } .. I cv =�-- c� : X SA-LAM, at al.) 0\/t tM I Nth ( � 3c t ^ I I o' BEARING WALL ' BEARING WALL` r i ,' - - N ~ N ® BELOW C ABOVE-, tllOfl'IL m shall bp as folio", F . -' RID�6E5' '" 1-2x8 to 8�-0' ' ► I I } 9 _ sl�'r'Nul�a " NOTE: , THE LOCATIONS OF DRAINS FOR ". 2-2x&� to 12,,,,,,0. .PLUMBING FIXTURES ARE ASSUMED AND _ .� ' ' VALLEY,PLATE 1-2x4 >'� (' tn, EXACT LOCATIONS' SHOULD-BE VERIFIED JACK 9 2x6 RAPTI°J�S■ U4 O.C., I V f LO - ' PRIOR' TO'CONSTRUCTION. HEADER OFF ;, up to 4'-0' BAYS WHERE REQUIRED BY PLUMBING 7Q - 2lcb RAPTI a Ib" O.G. r J J J L LID AVOID DAMAGING I—JOISTS.- DOUBLE - : uP to 11 '0 L u' JOISTS ON EITHER SIDE OF HEADEREO ' ` for spars 9valw than SNonabove,contact thls oMt wj ; ["11) SEE TUBE STEEL, 1["111" LVL •� y° � SHEET S5 . BAYS. w INVERTED HANGERS' 5"X5"X ' TUBE,STEEL /5"X5"X�" TUBE STEEL - TUBE STEEL 5"X5"Xi" TUBE STEEL v o 2X12 RAFTERS N •� o°o 0 5"X5"Xr rTUBE` w ~ PONY WALL ABOVE. COLLAR TIES AR 2-\~N THRU BOLTS AT EACH o O 1 9\ 9 —7\ TO BE`CONTINUOUS OVER SUPPORTS CONNECTION AFTER 4, m -q too, U a Sol M M 2X6 COLLAR TIES �. 2-1["X11 I" LVL STRUCTURAL FACIA P.P.�v SIMPSON LSSU210 ` HANGER AT EACH _ , _ • -. _ , _ � DIAGONAL BRACE " • w " 5"X5 of X ~ TUBE STEEL 64 2-["� LAG BOLTS EACH SIDE 5"X5"X€" TUBE' 2X10 DIAGONAL BRACES ON EACH 2X6 FRAMING ATTA ED _ S SIDE OF POSTS TO TUBE STEEL W/ a ,POWDER,ACTUATED X6 POST FASTENERS. YYPICAL - 3-1["X5\" LVL POST lC� w i 2-["- LAG BOLTS Z ` X m 1 EACH SIDE �y in x '.•� 4-2X6 STUDS i+ • p� Az � � LO F=q �' w ►w. � cn 0a � SECTION B z w ` 5"X5'X{"-TUB HiLTI X-DNI POWDER ACTUATED F� STEEL€�' TUB STEEL. TYPICAL t FASTENER AT 12" O.C. SCALE �' = 1'-0" Q ' STEEL TYPICAL 5"X5'X " TUBE STEEL 5"X5"X " TUBE STEEL oa F, HILTI X-DNI POWDER ACTUATED Q " FASTENER AT 12 O.C. O r PQ W 3/16 P.P. W E. 4x4xI" x 0'-4" H M� STEEL ANGLE O a 41 ON EACH SIDE a r i 00 OF TUBE STEEL 10X6X[" STEEL TUBE t� 10*6 . BOLT STEEL S f ANGLES TO TOP r PLATE W/ \"^' BF LAG BOLTS ON 6" 3/16 P.P. EACH SIDE le 4-2X6'8 POST - STEEL AT STAIRWELL it TU B E FRAME ' ELEVATION ' A2 SCALE \" a 1'-0" " 5 w X\w X 1*—0 w STEEL BASE SCALE \' 1'-0" a =•• ALL DIMENSIONS ARE TO JT PLATE BE VERIFIED BY ARCHITECT PRIOR TO i = { CONSTRUC11ON 5/161 PARTIAd. r PENETRATION WELD AROUW TUBE STEEL P z e�vt RAM 2x6 O " In SET' T - EXTERIOR SIDE OF TUBE Q „ STEEL ArND NAIL b l z (" V 1'-0~ - gv7 EXTERIOR SHEATMNO " 4 >,� TO 2x6 AND TO V e ri �+/ice Zx6 WU MN 0 4*�� D�47E� 6/18/ 2\ j \I�l DRAM SYs Bi TYP. • • 5" ,�,1� `�8� c ec,I m err Mc - - PIRD4 NO. 482-56E PtWSION BYA2ATI! y 1\. Typ. " _ � - •, - ( " THICK STEEL > J `. {~ THICK STEEL > USE 2— 2x6, SEE PLAN I" FILLET WELD TO FOR COLUMN SIZE CONNECT >,TO TUBE STEEL SHWr NINMR ELEVATION _ Al `' : PLAN VIEW @ CORNER ' � SCALE t" ws 1'-0" SCALE 2" _ l'-O" ` , ` ' - TUBE STEEL HEADER ` 1 ` i r ` '` > y sf ' —1 `" ;j' . - > , 4 a` Y 4 � to , `Y `. M1 Y = v+ Y ( . `S , x ' h ^, y•« ` ' — . t ` ', _•' , , ` ., , i S.. ` — 5 i -r r^`i s ; " -} •. , ' * s ' M / I V , t e ' ` ' ' ' 5 ` Y , '♦ 'r !'- } - . ' e J `, iy 4 1s '. —` a ' ' '; ` — 4 '.. s .. . — ' e ' L ; , r i . r ' ` ` + �y LOT 7 LOT 8 LOT 9 FOUND PLAIN REBAR N90'00100"E -' 221.34' S 0, ( — FROMICORNER 2 41' 20 0 10 20 40 eo UTILITY & DRAINAGE EASEMENT s1 e' ss a' \ 17 s' 17 7' ( IN FEET ) 1 inch 20 fE \ ; s" eo --J 5.0' 26 4 &6 LOT 13 \ m MULTI-LEVEL WOOD FRAME 2a (UNDER CONSTUCTION) 172 8574 3' 85743 o / 15 0' \ / 85729' z4 0' 14 8' 85727' RIDGE LINE (TYPICAL) 20 o G� \ a 8566 8' O i. n rf 17 I O GENERAL NOTES 7 S 8565 3' 9 1 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. 9 0 (8584 3' z RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCTATION CERTIFICATE WERE PROVIDED BY w p�� \ LOT 11 (� a 8565 2' ( �' LOT 1 Q DATED MAY 08,AN998, AT 5 00 AP M E COMPANY, ORDER N0. vTF262110, U 0 NOTlCE- 0.582 ACRES I ~85625' I a O 2 ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED O UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST Z O DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT \ \ ( o IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON LOT 12 �� i I z \ i ASPHALT DRIVEWAY ( I — � 10.0' 7 —a � 1 UTILITY & DRAINAGE EASEMENT t / FOUND PLAIN REBAR FOUND PLAIN REBAR N90'00'00"E 61 .57' IMPROVEMENT LOCATION CERTIFICATE 18° C M P ' i HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR WOODSTONE HOMES •+ \\ THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS _- v J NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES Delta=26*30'00" THIS ATE, 12/01/98, EXCEPT IMPROVEMENTS UTILITY CONNECTIONS,EA ARE ENTIRELY WITHIN ON / BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS R=150.00 SANITARY SEWER MANHOLE UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, L=69.38 RIM ELEV = 8548 5' EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED T=35.32; MEADOW DRIVE (501 R,O.W, w L.C=68.7.6 DATE- / —tl-� , ->, CIO rn � COLORADO P.LKS 830091 ~' Yt.,'f CB=N76'45 00 E ��' .1L- v� �- CDc ro i -� Date 'ReC0 * CD JAN 151999 Cn { 3 n • ots-a 3 ��Ax IMPROVEMENT LOCATION CERTIFICATE DRAWING DATE: 12/1/98 LOT 11 BLOCK 5 w °' LANs DRAWN BY: JOHN BIGHORN SUBDIVISION FIFTH ADDITION CD SANG, , TOWN OF VAIL `� JOB No. 591 t EAGLE COUNTY COLORADO Y 1000 Lion's Ridge Loop, Suite 3-8, Val, CO 81657 870 476-8644 cn 0 L0 U 1 � j ISSLra: RECORD I .e;. 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I ,V . , ^ n , , ", u , , - , - - ' " n Y ' _ _ , _ . : MT :II� I I�iD GTIt � 1�lI [ '" I�VI . 1T1 C� ~ : ,ADM f N I T T I V II �T"I �.JT I�. jT '` F Isi�� "IEt tip - �. , rl.�N-R�RVl , -.I*--I I 1-P_I I C-AI'-_C I I, ,I 1 I-I"I-I I I'I'-1 I 1I 1-I I I':1.,1--_/I%I,.I 1'1 I II,,-I I.-I I I I I_I I I I I,I-I I I I I I I I,I,I I'I I I,I I-I I I I I I.I I-I I I I I I-I I I I I'I I..1 1I,I 1 I_-I I I I I I 1I I I I-_I,I 1 1I_.1,I"I I-I'_1 I.,I I,-1.'1,I 4 I 1_,I'-I 1 A'-_I._---'1 II_-_I-,-B I I."1_-I_I I I,-I I-_1,'--1 I:,---I__'.,I_I,'I_I,I--,-I I__--.,I I-,-`,,_I%'N 1I----I I,I-'---I�1-I-'I I�-'I,'&--,I I II'--",,-I I-,'I I- 1 FI �.j`���j\, �% I DETAIL DESIGNATOR }�� POQR DESIGNATOR_ LEGAL DE;aGRIPTION OF PfROPE RTY: _ �GGUr"'-Al�'r.Y°����"tl�: .IAG-`JAIL LIMITED PAR NE- >✓AGLE 1fA.LLEY SURVEYING I ♦ oErAI :. LOT I1, BLOCK 5, 13165�ORN FILING 5 - ':R ` . ° _ _ _ �}Il�ia IiIGH;^tAY 6 4 4, CAGLE VAiL �.r �., 6a,__, ,#ITFGT , ` - P-0. DOX 1150 -,I L s r Tr► cRav � *LM N vc TOa�. 6& VA1L GOLOFv4DD_ r-J1L 1Nr . �TiC�1t TY I r ITZLEN i IEfZG1r Cf�INyR ` EJ�Y�AARDSI CO. 01652 ` 1 I I I I,.I I--I I-,I I'I v'a I I-I=I-I I .I 1 I'I I I I 1 1,"�M'I�I I'-h I-I I I-I I,-I e L I LC(tq ''-i I,I-I_ ,, I 7�:�I,I I I-I j>.-.- I�r-_)I �T_-.1.' I i -1 I I I I'I I'I,,�NO-Ip.0(0I--_- I.I - QOT st�ov�t D YINVOY4 DESIGNATOR 5Tr FET fiI7I7RE5�a: T i'Pi V - ttON lwr-.`iED , 1i5:3 E. VA1L Vt`LL'EY DRIVE, ( )( �3&q IWicADC�Yi DRIVE V�41L rCOLORAAVO'01058 ' *� - : ` _ . EMCK CC�4= M MA54t Y PLYY,100© rMTIG12 DOA41 7 GRiD LINE VAIL, COLORADO PJ}65't_ I _ 5'i`iit�G .AL ENG f1 ME _ !� CO 1- 16-6B42 1b-6342 MA*-- DE°�tGNS - '0 - z LV6. SECTION VESIGNATOR �✓ - - , - - . ` - .,' , 'ARCHITECT- LYNN FRITZLEAZ , - P.O. ;:3DX 1354 ` �. ' - ' . I I I,1L I , ' a ` ILO P .,f�GT.pcSGRIPTIQN.. `_ - - _ - - - _ _ _ I;'-1-II-.,I I I I I I I I I I I I, I I I I I I ` sEcT N Lm7m _ -VYgARD5 CO,51632 i COt�rrM STYE., onct YOU6 sTM-6MALL 8cALZ - - - -1 - , . GC.�NTrZAG_____ , - - • . _ , I NEW SINGLE FAMILY RE5IDENGE Wei/ f I I I I 40 CARETAKER UNIT a'7O-,1 Fs-,,D4� EY C OFFICE ROOM NAME - , ' , F`1OOD5TONE HOMES _ - x'14 a4ci Sl'! f AX , - , :FGH NI A �..iCAL NI INF °, !, - K ROOM NUMBER . s�5DICTION: I - =P,O, F3OX 51i8a;VAIL, COLORADO 81055 � � NCH t GILD .�T�' t ��_' 1001-0 Q01-845-4475 - , - _ P61o;rTrot� rcAST cor+:F. c Llr TOWN OF MAIL P}RU SGT °MAN4GEiR: CH RIS KLEIN ` LEVEL INDICATOR _ - , , - > I, ' ' REVISED AREA, �t 3 1.?G..,..:..,.• ' ` _' I I III , - J ' I I I I- . - - ; , . - 4 _ _ _ , - - _ - <. • 1'00I_0 pF D RAY3ING UNIFORM BUILDING CC�>"ic '�I} A - - t ., SPOT ELEVATION . L . ' - _ , r ,I 4 '- INTERIOR ELEVATION DES16NAT09 �,_10 i " , - , I . , - I ' e . 4 " _67ENER�41,.M NOT t5 I _ , - , _ - , v - - . - , , , , - , _4 r�rz cEtt .t�t - 5tt 1'►^ 9t J^iN ,- 1. CO NTR ACTCiR TCC VERIFY LOCATION AND ADEQUACY OF - -' - ' , - I' F p1MEN510N CDNYENTI4N ALL EXIST. UTILITIES AND,CONNEGTJONS. _ `• ! � ?� ilf� 5 (/���)� J1# Jx�}((( ` 2_ GONTRAGTOR TO FIELD VERIFY ALL EXISTING'GONDI- - - " - I ' - 'TION5 PR 14R TO,DE`M041TlON OR CONSTRUCTION`- ` - .`' � I - ' I _ ' , - 5. 00 NOT SCALE OFF DRAWINGS FOR GO 1 STRUCTION � �` . ..� E5CR I FT I ON DRB ONSTR. PERMIT � - - I _ , I . _ ' ,I � I N ET SET ET - , i.0) 4. CONTRACTOR TO VERIFY THAT ALL MEGH,/PLUM;SINCa w SH M ,s„ 1 ' r, , , SYSTEMS ARE DE516NED AND INSTALLED I.N ACCORD=-- . - _ , '1 A A.F.F A VE 1=IN15HCD i=LOC7R ANCE W�IITH ALL APPLICABLE REGULATIONS. _ - AC?d0 A�_.--^ _ __1 *1 wET._..-_. _ --- _.,_,__,-A_ __ -._.._ >_�_..---......»__._ �/��l a' _ __, _w_ _ _ - A F.G ' ASC)VE FtNiSHED GRADE LAM< LAMINATE 5. DiMEN51QN5 TO FAG>✓ Qr 57UD. GlOI SUIRVEY , ` 4/2`1/48 - I, : I n M , -__,_ _-,.._ . _--_.____.. -.__ __ ___. ___._ _..-,�.k,...___.__._.__. ___ .-__ ______ -.--_ ._.._____. _� -. -_..,.__ _ ._.______. 4 I AGGUS. �,GCUSTICAL LAV. LAVATORY I - I I I I ADJ. AD..SUSTABLE L1N. LINEN -6. ALL UTILIT AIOI M - %- lE5 AR COMMON NO SEPARATE METER FOrR APT. 511E PLAN 4/2'7/la U U ro ` _ ' ANCH ANCHOR � � - AI©2-_ _._..._- ___,AREA PLAN .' ` � I , �'/2"I/4P� �_--�_____- k_.. _ - a , AP APPRC?XIMATELY LT, , L16HT • -1. R.E. SPED SECTION I )'• LT 1NT. LIGHTWEIGHT 5000 FOR HEATIN SYSTEM ZC�t a -_- _ _ _ _..--__. ___.._�----_---� -. ____-,___� ..__....___.,._. . _-_.-. _____.._.___-__ _____-__ . - _ J, •'�-- �-�, _ ARCH. AW HITEGTURAL M.H. MANHOLE " _ (7 ` ATTEN ATTENUATION M.O. MASONRY OPINING 8.. RE: SPEC .1 EGTlON 01100 GA.�H ALtOWANGE F02 ALi: T - W C3 r e LIOI; LAtaDSC:APiNG Pt.,aN 1 $/27/a� E AM BEDIRC, OM MACH. MACHINE I CASE ^PK , _ ' ` _ _ _._._� __ .,_-. - --.__ _ ___-. __ __ __ _ T__ __,_ _._ _ .__ ___ _ __ _ _ __ M. MASTER A201-, � -ENTRY LEVEL PLAN _ _ _ 4/2.7/15 t# --- I'-- __ _�_..,-_ _ ____ _ _ ._ .�._._ __-_�..__..__ __.__..�- _ _-___ ..�_ _-_-- �_ _ _ __ , ,J UPI�R LEVEL PLAN 1I/2'7IQ8 a 0 ' BD. BOARD MAX. MAXIMUM - - ' - lRF T� �f C " " A2O� " - � 0 - ' BLDG. BUILDING MECH. MECHANICAL LEVEL ONE GRFA: 2440 _ ` . _ .`-_ _ T_ ._ _ _ w _ _ __ _. _ ______ -__._ __ __ F . _..____ �_ 4- iSLK. BLOCK MTL METAL LEV"VEl- TWO GRr=A: 2248 S�t,FT. ' : - - ROOF P _�_ _ - x «1 , - " , ' BLR. BOiLCR - A203 LAN 4/2*7/45 _ _ � , 8M. - t3i:Ah1 MFGR, MANUFACTURER . TOTAL GRFA: 116$$ Sa.FT. ___ _ _;_._ ___ _ __..._:_----..-..__ ,--_-_--. ---.____.___, _ _.,�_._._._-. ---_....____, _______-.,____ r�-._M_ , t t Ca r� R ' - - , , - - ,I ' • r E , - B. 150TTOM M'C^t MIGRONAVE AI..LC7r lAE'LE C?i2FA,. 5 5 .�F 5Q FT: , . . - I - - I - ----......__.�......_ ° _.�„_......w_.._..,... .,....,.,,. ._ _ ____1___I .,-.,__r ° :__'-_-_ __.____ . .. _� ,. _.. ' ` ' A2O4° ENTRY L�Vt!L REFLEGTM;3 CEILING PLAN I- LOT AREA: 25pe, 3a-rr, - _ --a__, _ - � _ -.,._w_,`._......,�___. _ G$ CATCH BASIN M777. MOUNTED - ". 0.6 CORNER GUARD, N.I.O. NOT IN CONTRACT ALLOWABLE,SITE GOVERRAGE: 5oy2.6 SQ.FT. A21?rj _. r UPt"ilR LEVEL IFLEGTED GEIUNG FLAN ____M_ _'____.___ _ _ -____ _ __ __�__ .___ ____ ` A - G.J CONTROL JOINT NEG°Y, NECESSARY ACTUAL 511E COVERAGE: 3665 2.FT " _ , I- G.MV CONCRETE MASONRY UNIT (N) r_,__ __.�_. ____,_ ___ -___:..____ -_.- _.___ _- -> ' _ � .___..__ .__ T _-_ --_ _ _. ,_ NEW __._ t ELE`�AT1C?N5 _ 4/2�/a �-= ' , - I I , , I , , I - . 1 - - I I - - 11 - - I \, \ I I,-I--,I G.O. GLEAN OUT NOM. NOMINAL. � � '° - « G.T, CERAMIC TiLE O.G. ON CENTER CALCULATION FOR GRFA: - BUILDINGS _____ _ ,..__.._`_ - ._ . -_ --r, �•_ -__.. 4__.__.-_ ,�"_ -._.-_ .-_..�___,.-_ -,---._ CI , A401 4/27/11 S / _ A ` GAB. CABINET _ U.D. OUTSIDE DIAMETER - , 5150 SCE FT.,FOR THC,iST 15,400 SOFT. OF 51TE'ARCAr - _ ' , i - GEM. CEMENT _ 1036.4 SQ FT. FOR THE IREMAININC-o SOOT. OF SIT` AREA A443 �W$ALL SECTIONS-hIOT USEC?! - - 5 f - i OPG. DPENINCti `± 854 SOFT FOR PRIMARY ScGL�Nt�AiRY DWELI..IN6 _ _ -_ __ __ ___ -__ r N _ _ __*_____ .,_ __,_ _ __ _-___-._ _ -__. - ----- ___ _ __ E 4 I _ _ Gl=R CERAM G PARTN. PARTITION v MA501 _ EKLA1RGED PLANS=I'QT USED - GLG.' CEILING PH. PH:7Ni: 5636.4 SGt.FT. TOTAL ALLOWABLE GRFA _-_,______. ----1------ ----- ___w_. __. __ _.___ - --- _-_ -_ - ; GLOS. CLOSET PL. PLATE ° - 11 - `« ��+ -. , ' ' G R. CLEARANCE A64i ICVTERI4R ELI=1/ATtONS - . 1- PLA5: PLASTER ` I - _ _.�>._._-_ _W_____._ __,-____-,_.___ 1 . _ _____._. M_�.�- __ _.,.. , __.._ _ ,_�_..___. _-_,--_, __ - _ _- __ -_.._ I ' ` - , - COL GO,LUMN PLNK. PLANK - _ _ . - - ' _ ,- _ , A602 INTERIOR ELE'VATIOkS CONGDNGRETi= PLWD. PLYWOOD _ - _.-.1_- -_--_ _.._.__,_.w_,_ __-_._.._,_.._._.- -___._,__- - , _.,_.____..______ _._-. - _-________._ ,._..-,__..-_ __` -,. , , -- i • GONT CONTINUOUS FORZC. PORCELAIN , I ` - ' ` ` A ' , CONST. GONST-W<, ON PT. (D) PAINTED) , A603 ____ INTERIOR ELEVATIONS __.____ _ r_. -_ ____1-1- - __--. . -_ - --- _ ' .._,>_.__ __ I ! . - ,-, - , , CPT. CARPET, Q.T. t�UARRY TILE ' - . ' - - - - ' , V. DRYER K. RISERS A801 _ __ I^IIND--- $•-DOOR DETAILS_ - ,____.,-----r_-_ -_ __ ..____ _ __..__ . ! u I?Y`C _ DISHWASHER R.D. ROOT DRAIN . - AaOi INTERlQi2 DETAILS- NOT USED Df3L. DOUBLE _ _. I_ ° .' • __. .�., __ � __ �.___ �___ _ �___ ,_ _� _ _--_._. � � .__ ,_.�___ -_--�._.�_- - -_ £ --- __�_-.- -_ I = - R,4. ROUGH OPENING -r� ' VET. DETAIL RAD. RADIUS -� YS 1 EMS NOTE ' I , _ - , - - ` VIA, DIAMETER RE- REFERENCE I A1001 _, ` , SGN1wDULE'A, _ K -__._____w______ _.. -_ -_ �___ __-.._ -_ _ ' - DIAL. DIA60NAL REG, RECESSED - - .r ` 4 . . , , 1 . - , 1 , - K DIM, DIMENSION - REF. REFRIGERATOR , - {EIQf �� __ _ 1<NTRY'L«EVEL ELEGTRIGAL1f'LAN-____�._-_____ _ _ _.___.___- __.x___ _�__.� _ ` . t 11 , . DN, DOWN REiNF. REINFORCED' (SENERAL NOTES v , R , - , , ' ` DR. DRAIN P,ECa'D REGtUIRED A. I FLOORS _ _ E!O? __„_ UrrE1-. L---,-_-`ELEGTRiGAL PLAN - r _.___.,.,-..�-_ ,T. - ---- -- __. _._.._ _ - DWG. DRAWING Contractor to flold voriFy all oxistingg conditions and s SHtET `CITI.E: _R_ . RESISTANT assembilos. Contractor to notify architect if proposed Ft - ,Garpoting-on high-donsIty vndarlaymcrit orr 2X' cane. E203 E?d ( LCD LICHTIAdC�`P�.AN_ ' DUMP5TR DIIMPSTER P.E51L, RE51L1ENT assemblies 'noted bmtow arc not compatiblo with oxtsting. topping on structural"fr,=Ing.systcM. _._ ___ .____ . _ __,- . ___. __ __ .. ___-,__._.__ ___ ,___._____ .__. -__- __ ___�._ ,_. , E.J. EXPANSION JOINT RET. RETAINING Ur�E'ER LEVEL LIGHTING PLAN EA. EACH REV. REVISION R. Imo; 5PEG1FtGATCONS for AlOOt 'for finish schod., door F2 - 7IIa (rQ,' ffnlsh schodule) on thinbet mortar bod on , E204_.... '�_ __�,_�. ..__ _-.-.__,r_,___,-_.. �..--.,...._ .._._.___ :_._,_�.._'.�.._.„___�._..-_ �.____»_ _. , _.�.,.__ _ .�...._- , ` EL. ELEVATION RM. ROOM vchcd, glazing szhod, and luminatre schod.- - on 2" co. pp g g Cy 11 � « _ ` 7c to ion structural«fI G stom. ELECT. ELECTRICAL S.S. STAINLESS STEEL 1vf1C71 _ M,EGHANIGAL SCHEDULES-NOT'USED I I I ' - F3 - Gar cting on hi h density underlaymcnt'on - _ __r _..� . .__ __ -__�ww _. _ �__ ._. _,_ _____.___ _ �_ __ _ __ __ _ _ -._._--___ __.__. , ENG. ' ENGINEER S,V. SHEET INYL n vc ur 1 framl :� stem,', ENTRY LEVEL,'- MEGHANfG-,AL PLAN NOT�UV!b - v , _ V S/S" fywaad o r t � � ^Y 4 ' Ea. ECxUAL SGHED. SCHEDULE BE�4M5 AND SI�4GE5- a ng y Y • _ 'M_ _2 - . r _ r . .� .- �__ _ _: _ .w` _�_ _ EQUIP. ECKU(PMENT eEGT. 5l=GT{ON F4 Ti1c ( ro: Flnigh Schedulo) an Thinset mortar bud -� V` - B1- 2X WD. Braces w/'archit,-ctvra{ finlnsh on comcntitfous backer-board on atrvctvral M243 I UFPER LEVEL;- MYGHAN16AL-PLAN-NOT USED ' :_ EXIST. EXISTIN'7 BHT. SHFC`T . Framing system. , ` - _--,_- u__,___,-_ �.�....�.,�.._. �.„._,�.__. _,___ .-____ rt __ . _._w _ ________._. ________ _ -,- - . - - -----_- , EXP. EXPANSION 5HLV5 SHELVES B2 2X Y�'D Bracers to match siding EXT. EXTERIOR ` 51M. SIMILAR , EI FOUNDATION PLAN __ __ _ __ _ _:..__._ ___ -_ _,__ _ ._ __-_ _,.' __- STAMP: F.D. FLOOR DRAIN SPEC. SPECIFICATION 4 - , - , _ , , FON. FOUNDATION SQi SQUARE j CEILING . , INTEkIO TRIM 52 -_ .__.>_ STRUCTURAL DETAILS , tvD G------L NOTES _ -_,_____ _ -_ _.. _._ ___.__ �_,.__ - , ' ' FiK FINISH PLR, FLOOR 5T. STAIN C1 - 5/8" bd. (M board a wet locations) INI- 3" BULLNOSE GASP_ f BASE . " ' r ' � ` -__" _ t '� . _._ _____ ------------- -----__-__ _ � - ,° 3. UFF'i R LEVELSTRUGTLiRAL Fi�AMiN a PLAN _ g � AT ALL OPENINGS "mow STD. STANDARD w/ sound batty. - - - - - -- - - --- _ --_ ---_--. _ . r FLUOI; F LUORE�GENT STRUGT. SSTRUGTURAL. G2 - Not usad � 1112 �- 12" WO�JD`TRIM TD 1�1A'f'Gl f GA51*„ - f ` - n._.._ -,--_I ROOI- M ft5 `PLAN_ -._, - ---- -___-_w - _. __ - -- -,_ _-____- - - ` ' ' ` '` - FREZ. FREEZER SUSP. SUSPENDED sound batty. s , . - 1 . , , , - ' , FRM. F1 ME T. TREADS I , • ` " 551 STRUCTURAL DETAILS AND GENERAL NOTES__ __n __'�_ _ �_ __- ,__,__-,_-.- __ - ' ` ' FT. FOOT 7.B - TOWEL'BAR COLUMNS ' _ - . - F . _ _�_ � ; 1 FTC. FOOTING - _ TSB TOP AND BOTTOM _ _ , ` r CLI - Exposed structural column= _ _ _____ _ -__ ,. _,.-- .. _ - , A ,.. , __ __. __ .-_ - __�__. _ _ _ _., w _ - _.____,. G:1. GALVANIZED IRON TAG TONGUE AND'GROOVE 6x6 Architoctvral Grad: glufams' INTEfiiC,�tt: YALL� _ GFP. GA5 FIRE PLACE T.O.G. TOP DF GONGS l _ 5/&" c�yp'. wall bd. on both sld,as 2x 4 stvdx - , GA. GAUZE - TEL. ' TELEPHONE x a walls U.ON` - - __ ._- .____ �_�-_--.__.,_ _ ______ __ __ _. ______ _ �____-- _ __w_ I ' GALV. GALVANIZED - 16" o.c, ma -at I1 - _. _�_-. ____ _ THRU THROUGH EXTEI�IC3I� W,�LLS _A2 Wt w/3ound batty. - .. _ _ _.�_� _ __t. _ ____ �_. _ ____ , - - GEN GENERAL T.P.H TOILET PAPER HOLDER - _ __ ___ T w _;__ ___� _. __ __ _ -_ __� .__ r I I , GL. GLA55 T.O. TOP OF - EWI, - Synthattc Stucco over 1" rigid insulation on "Tyvok" (or, - Wi tv/ €�" studs round Batts, . , . - Gercmic tt a on Gcmantltlovs bacf- r board o' 2,x& _ _._.__ CRT. GROUT O.V TOWN OF VAlL 9lmilar) housewra n 5 -._�.__ - »�,_ _____.,.__ ___-__�._..__-__-�._ �. ._.1______ __ _ --_--_ _ _- __.._._ _�__._,- _---_ _____ _ . .. T p a /£�" axterfor plywood sheathing - �` i �= of / ' GYP GYPSUM WALLBOARD T.O.iN, TOP OF HALL on 2 x 6 studs 4 16" o.c, max. w/ R-I9 batt Cnsut- wood framing at all showor rnd-tub surrounds unloss U.O N - � , , . GS. GYPSUM E30ARD T.Y. TELEVISION atlon w/ vapor barrCcr w/ 5/£'�" sup. wall bd. - , - - �----_.----.----x. ____.___.`_._ _ _..w_- __..,.,_ _____I-__.-- -._._, _.�__ _._ ---___ _. _-._____--. _ ___ ______ _.-._ ' - - - H.B. HOSLr318 TYP. TYPICAL Radius, cornors back to wind w I�' ' ,, . _ ._� _ _ - _ °. " _ � . - I . - ` + t o _ .._ - _ _ --- .__,_ _ -__ _ _--__- _. -_ _ _ .---- __ . _.____ ___ . r ,_ __-_ ____ ._ _ J� - t w , . , H.M. HOLLON METAL U.O,N. UNLESS OTHERNISE NOTED EW2 - Roof Soffit: lx&" Rough Sawn Ghannol Rustic Stafnod Cedar , , R0`OF . - , , ''- ' _ - I ui HDRL. HAND RAIL V.G P. V}TRiFIED CLAY I'If�E EW3 - EWf w/ 1x6'" Ru3ttd Ghannai Stained Gr�dar Siding wails - dQ1at® 7" Insulation - ,` _ _ _ _ ., _ _ _ w_ __-__-- - __ ___ __ -r ___-'-.-__ -�`- [' ' i �, HD, H�.AD V,G,T, VINYL GOMP05{TION TI " Rt' Gompasitlon roofing on bithvtharac� on.'5/$„ -~�- ! 1 � t �„ 41: EW4 Diagonal 6 Rough Sawn Gcdar siding on Garages Drg, Entry'Gate � ` U � HDIAO, HARDWOOD , VERT, V) , VERTICAL � plywood on'structural frcmlng system-w/ R-38 • -a ' ` , _ , - ' , Wlndaw, Trim: Ix4 Rough Sarin Godar whoro window- abutts aiding l (HORIZ. H) HORIZONTAL W. WASHER to picane oP siding batt-Insulation. - , - -___ , ._.-- _ _ _-, _ ' - , , v_ , . , _ _ _ _ , -. _ __ _..- - _ o: HT. HEIGHT W.G. WA'MR CLOSET EW�b- WlndoK Trim be we - f R.2- Not used ` I - : a' - H W.F. J�IIDE FLANGE fi cn Window Groupings:. HTR. EATE4� 1'2" Rough Sawn Cedar -- -,�_,- __ . _..._ _________._._..__ __._._.___-______,__ r_-,._-_. _._._..,.____ _. - - --_ _ �_- , t - IN INCH W P_ WATER�FROOF - - v , ; . _ r - w_._ , _ , , INSUL. INSULATION AW F. WEEDED WIRE FABRIC EW'7 Roof Fasctci 2x12 Redwood . SITE 'I MiaRa�fEM NTH _ - _ , . - ________ "__.____ _ K_,�_._ __,.__ .� __� __��_ _ p,. _; _ -r !�I,I I i�I I I I I f I I I,_ I I I(.I LI-1'�r' W,R, WATER-RE515TANT _ - ` STi_ Bovldor retainin wai!moxhurrr„2` h6tght. 'I I. '.I "-I- I I:( .5 I a I I 1-�\, -,7, I I - I I I : ,)I_' ' 'I ,. _ I I I - I �-',1 I- I 'I-_- - I,I,_: I r- - - -I' INT ' iNTERIOR, ` _ , E,X`7ERIOR PAVEMENTa 9 _ I INV INVERT YVI7. Y�OOD a v t LL _____.:._ ,�.:..___.._ ____ -, '___ , . .:_.________ _ -____ ,..___ .___ _ ___ -__ --- -- __ __,__�._ - - !' J.B. .fJNGT1ON �30X W/D WITHOUT 'PI - Asphalt Pawing on dompocted road baser 512- Mat f Gul er per Tovan of Yai1 Standards - ' ` - - P2 - Patterned boncreto o{ab on roda, ^,eel to finish -" , - ♦ , _ , rra . _ I , 9 • - - ti ^'-----`-- _..,�,.,_....__„-.s_,.-...__... T , ,.. -»- _ -..�, -"-' _m.__. ___- _..__.ti_....._`-_- - _- .._ ____ _ _..-__ _ 1-. , -I I I -I I z/\YI�.,-r%----e I--.'I.y I yI I I V I z , '� (P ROUND _ f PLU5 OR MINUS ' . - _ . - , , , - , . - �, .. �' A P, C � I ,T � C T S =iT Yq/ WITH , f?„ FROPER7T ( LiNE . - - , - ---.-._.�__..-_._ `_ _�_. . .__,_ w_ rr __ ---- ___-_ °--, G__-_ - _°_�- - _ , . ... ----- . - __... ,� , . , f_{ DEGREE> �S ANGLE - - .- . z • ` . . - -. - ` , I. f `C) ' 4 - , , - - - ' ° , , '. , _ - - - , 1550 E, Val V_s{cy Bs. ! �.�� . . ) '• SCU,�PE EDOT CENTER UNE , - . . , I , •-------'- _ __� -.__w_ _._._ ,..._--_..-.....-_.._..�____ _. . .._.___- ---' _ __ _._.. __._ �__-_,__ . Waif • ru - . - u �-1 Fio I , ' .A.,•e- �.,✓°'^� wh.r.+r •r M a e.f�r++«.«rw'- �,,.rr+'** v=h..w � a .,t.,+..r+r«±r . . > 1 , 9 , . , - , _ , , , , r , 0 ���3 ' �.P". ,r _ ,. - - «..o..,..«... r: - - . µ --- - - T s f (970j L rw�6342 dyjdf yJ(f « �......��..««.... _ f3xi970� 475-4yC3I 03701 7�i-G13421 fi.-1 T L , / ♦, 4 "�w""` .- .y,. r.�,..rw'w'r'rr , . , , _ v „ _ • I _ • ' - ` a ` ' e.. , _ r t A - ' `, « .�••• /J -.«•e�w•�.'.'.•.�,.... \� } _ jp.r.w.r�+�•��' --'- �.. Ar �,!. __ iii..`C� _ , ., r , - _ , - , ,....-K.-.,, _...,.,__ ...,A _.,. --,.._._.._. .....- __».-..-.,_-_, �_ t_-_ _ "-__ - .-. _.'y--_ -` - .._ -- 1' , ' _" _ _ j Y ' c C:Y, a ..., _ Y , ' �Or+.`"'.+ir•." y / . ' - a.r•�^�"'�. �,.w..,... , `A ..w•,° « •r - , _ y - - } n .. _ " 'A `y+ �."' y...v„ :, _ fre"me . - 1- +r..+._.. ..1«.4.___..,1- . _.r..._.,._. n.. ✓4 A t ._, G _ .., -'_--- r ......_ ._- n _..__-., -m.+_. <_..r+. _r,_ _ ", ..s^... rr"� �f1A,f�. jr1 ,.1 a 4 - , _ i^.n r • ^a = - s _ ' - - - � a , • a , ` ..r � . r i , _. _ '{_" ' } _ - ,. `k v . - - -_ , 62 0V STUFF . >v ,, . 4 arm 'EST. . , I . _ ' ` : - ' ,- - _� �. �_ _�r_� _ _�_._ _. �_ k__:. _ _ - _� w _.w _F �' � ��.. ,r l_ ,. - _ ` . . - . t _ I - I I F , _ . i ` - - ' - ` - E n .. M . < , Y - , ._ - ....«i» '... _•• -~ -r i _ - . T t - - _ Y y - �. I `�f;"�"TMy3, \ A s I A _ ' - , ` _ - - Y -' - " 1 _ l - - , Y . ,. - > 4 V r « v Y . - »r 1 - I a � +... CL /, K _ ti _.__. _.__ _ ..k,_..,_., -. . � _ _ -� _._. ,- .t..._,.-- .,. - -- - , _. _,1 ...._.-....n *_ ..............�.._ .�..�...-.... ..,.,.,._..r.__ ___..»,_.._.__.. ... , _ _._ .,_., -.- - -_ _ _. ._W _ LOT 7 ' LOT 8 LOT 9 / GUYWIRE v _ 8 40 TELEPHONE POLE- N90000'W -- 221 .34 5j0 8544 -- — \ �, 8545 LOT 13 �\ 8$4 UTILITY & DRAINAGE 1 `3 / Fj�` EASEMENT / i50 3) I \ I cti /� --- --- - -- \ " = 10' CID SCALE: 1 \ 50 DATE OF SURVEY: 5/9/95 DITCH \ 00 I ' // ' 1 0' CONTOUR INTERVAL DENOTES A CONIFEROUS TREE AND DIAMETER � I 100 T 11 \ ' 0 5823 ACRES O , \ LOT 10 \ o 0 STREAM OO i ti� WILLOW BRUSHLIrJE z (0 3) LOT 12 CS/ \X/ cp _ I (0 4) IN - / NOTE EASEMENTS SHOWN ARE PER THE PLAT OF BIGHORN SUBDIVISION, �_ \\ (0 4) EASEMENTS IWASODONENO OTHER TITLE SEARCH FOR ADDITIONAL DRAINAGE & UTILTY EASEMENT - -- - - - -- -- -- -� —� 54 _� - --- 0 - --- - FOUND No,4 REBAR SURVEYOR'S CERTIFICATE -- - --____ _ _ I DITCH I, Michael J Post, a Professional Land Surveyor registerea under the laws of the State of Colorado, do hereby certify that this topographic surrey was \ N90000'0T E 61 .57 made by me and under my supervision, and that the survey is accurate and �_ 854Jr correct to the best of my knowledge — _ 8545 — — __ �- — — -----_ Date_ // 9 _9's _ _/` _ 1 s�'�='r----- Michael J Po' } \ __ _ ---- __ __ _ _ i EDGE OF ROAD Colorado P L �`�o 116 �= — R— 150.00 \ L= 69.38' -- 8548 0 X0 4) — G' _ v - FOUND No 5 REBAR _ \ GUY WIRE POWER POLE NOTICE According to Colorado law you must commence any legal action based (1 6) upon any defect in this survey within three years after you first discover such defect In no event, may any action based upon any o " N63 00 00 E 85482 1 6' CORRUGATED METAL PIPE defect in this survey be commenced more than ten years from the date of the certification shown hereon / \ FOUND Piro & CAP `' -- _ _ 18.00� \ LS 23506 � `' � \\nnff l O. `�' / (50 BASIS OF ELEVATION TOPOGRAPHIC SURVEY SEWER MANHOLE 8 84 84 1 8550 _ ` ! INVERT ELEV 8545 4 OWE l MEAS RIM ELEV 8548 5 LOT 11 , BLOCK 5 O �ApOV� BIGHORN SUBDIVISION , FIFTH ADDITION 8550 2 TOWN OF VAI L, 41199 HIGHWAY 6 & 24, EAGLE-VAIL EAGLE COUNTY, COLORADO P 0 BOX 1230 PATRICK FILLIETTAZ 5/18/95 JOB No. 1346 EDWARDS, CO 81632 x" BL51 1 (303)949-1406 LOT f _ - LOT, TELEF HQXe �, - i5StJ ':Ct):�D " POLE . -- / NaO°OC ' t - 221.34 - 8544 irn lr-f DRAINAS 545 EA15 ENT 01 i • � y F �aY� , s . Y ' J L EDCE OF ROOF GE OF BUILDING- x CIO' L1. Zu to co U-11 T 1 s !� M o s82� AGf 5 ,� j K T Slo t - 5Tf' Art t^IILI�7W J�HLlNE v � Co ,�r > LOT 1 too _ Est / as �a CIO• DRAINA65 a UTILITY EAS N T` 5T y - " SHEET TITLE: � r}1 POVNP NoA RWAR �F ' � •'""+.,.a. �h �'i' , . Y ~.rw+ r.r-... ' ~ ` .w.,v,nnP.tx.. a.r ' , , t , _ t NOTE, EASEMENTS 5N0}^9.'J ARE PER THS-» PLAT Of= BI6H4R1'l 5C1EDIV1510Nr � EAR tVf IDSTI 1O OTHER TITLE SEARCH FOR ADDITIONAL �_ ""-'-_'•-"---`-......~„.r-- _ _ --._ _ C76M©~ go A WA� DOl ,CQ ' GU7' I -^`""-"PG�UND t'JO. 5 BAR - •., , " ,_,,,,,,,,... . ,w,..._. .-- , POWER POLE DATE OF SURVEY: 5A/415 F I.0' CONTOUR INTERVAL ---- \ N65`°OO'00"E t >+CAND IN 4 G P - �- - VENOTES A CONIFEROUS TREE AND DIAMETER �,,✓'' �� rz�`.r , � r 8 +515 `CL Trl(AT{Ul t, - 5 MM�NHOI-Ex D�4D4,1 LEN INVERT R I T MEAS. RIM I E C E OVA PATRICK Ff"IE TAZ 51181,15 - - AR-CHI 'TECTS " _ , „ �� / � ;:$;. 1x50 E. Val} V..Ir'" D "!,e»� L `� t� t. r :rld . C-t f � V-1, CO 81557 br � ' - fax{970} 476-42131 (970) 476-C-a42 tfl c EC D c�)( Lo U. F,:J 14 C3 fic J LOTS LOT (( � , LOT 9 - • LOT 13 M=OF°ii.,`"F,JY :?J9/23i /h'.yy/ LbT 10 m � - _ . � � �` ��-`"`-.. .,,. �4�'�•.,, . �a,yti.o..,.Mr\� \`,`' ., �, _ 't YF � /// F.y ' 1,/' o - - "''. _.---.. . _ - _ . _ , r _ _ ' sw T nnE. LOT 12 ! �'� '`\, � `` "' aAl ` kill I 00 0 \Yi/ ��` tv"-,,.�� ��� sT~ _ 3.+r YP 00, y{ l 0� - ED qtr _ w Y a �.. STAMP: - "'i ce _'."- A'+-�'SO-CO• �_� °;ti '_^-`.'",`.. ', _ _ r =11:73 c 73 - - ,.... ...__ t N63'CO'00"Ey ' •._. , ---' _"` '� ..,.� �,ro�+nu,.w ns��.� � � , L , 00 a0w a AV, A MITZLEN j p I' 'E" R C' A R' A UAN B Rd I N' EIR NORTH Ln Lo �: r � PrC6 ITECTS, c i r 15SA E. Vail V�Icy or. ra'!ficlss°C-1 Vail, CO 64557 ,ffrbOcoldradtsetvL #ax(970) 47fi-4901 (970) 476r6342 v CIO LL! LOT e) i° Lb- t^;� - , 0 T, ' - ' POLE )T 1 - Zg, El Vq COLORADO BLUE 5FRUGE 5 -10 O , �° �i ��1'� *iEN 2 NEN TOTAL 1110 (,ALL OTHER EVE1,6REE5 5HO NN ARE EXISTINC) 7 BLUE TAIL ' lILLOtNS- 5 OALLON � f �� 12 NEIN TOTAL M cn h Q 0 vc c "� \ k A C � LLA ` I / �.� �` OUAKING ASPEN - "-2 1/2" GALIFI* T { \ _ _ & N1�A TOTAL Pro ca Z: w, RED T1NIG V06 NOOV-5 6ALLON 5 NENt TOTAL ' 0 LOT 12 ' _ IRRZI&ATED 50D , 2500' 50, FT. OF AREA AF'IwkOXIMATELY LAU . ;th. � _ � •�'� �o^,s 4>'"'+� e.?.Gy - c;'ry'�^e� p;:'�3 „a T'72 - 'r LOT 10 A EA OF EXI5TIN6 INILLOAS 01 ,/ r SHEET TITLE NATIVE 6R ASSES FOUND N .4 AR I O!T H _ ` � - _ f ��w/O�G/i`A.w� ' 4/'r.5� - - '. ,..,,w,r.•nc�-..,., .. - - , „ - `, I / N STAMP. ' NOTE, EASCV04TS SHOM AR)r PER THE FLAT OF BI6HCF'N 5=- IVISION, ;< � °� . .-. � -"""" EDGE or ROAD FIFTH ADDITION ONLY,NO OTHER TITLE S'E'AR ,11 FOP. ADDITIONAL EA5EXENTS wAS DONE. &54$O /^< POIACR POLL* ` `i ,"'""" -• _ .0 111 101 PATS Oi= ,.U^l-zvr--Y: 1�1� LO CO /OUR '1 11 1 W u. 3 \ h ' � .�.�.,, ,8�rS.2 J.6'GG��v^``t1t,�ATELT METAL PIPE,, _ � �`' fir, _ - 4 _ . � ', - r' • ,. B•ASIS°O F WVATION Sr'R MAWOU!, B 84 . t INVERT LEV.' a545.q©ENOTES A GONIFEOU3 TREE AND DIAMETER ° Put T Z . _ . IMEA5, RJR ELEV.: &5455 _ P I E R, C E.' iq �► / ` _ y ,.� PATRICK FILUETTAZ 5/16/$5 ' o - � x'"8551 I � - - - - `t '- � ` ' � -- - CIO A �' CH ! T E C T S ° Y 1 s E y , ' _ ` ,v • 1 � k 4 AN 1Yit.,; a ,. Fes, .�h��� . r cu �`ti ,r1:01 0.0 ZYwJ7 -tj.!'wvw°.:::°."�,�w4'r'"# _ fax(470) 47Fr4101 O4 -f.142 NOF TH =� , - K: &2a\DE51 ON5\&2e3a2OO5 5-21-q5 16:4a-5q-am E5T. - ,PTO-- t '" � � ' " , ' ` r_, . r . 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