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LIONS RIDGE FILING 4 BLOCK 2 LOT 2.pdf
REVISIONS BY 6• �Z•9 UC_ HOUSE LOT I "loao S00 001 '02 " E 173.00' z. 0) 0 w rn m 10"ASPEN \ x 102.8 L.0 T 2 O.� 'CO co 0.474 AC. a 0 B"ASPEN s, tiy� 4 N O P� REF. PT. 5 (VIE S) O ELECTRIC EASEMENT- Cj 45 / o PHONE ° �1 MTV o m 6 01 m n (� Z ELEC> m \ TOPOGRAPHIC SURVEY ti / \O LOT 2, BLOCK 2, LIONS RIDGE FOURTH FILING, Town of Vail, I? Eagle County, Colorado 0 I certify that this topographic survey was derived f m a p SPARCE ASPEN TREELINE � field survey under my direct supervision and th o ° � � t \ accurate representation of the topography on tV V SlF��O,,,, \ Date /�-9� _...•-����,.�= \ VPDr�T�fJ 12 9� �c Leland Lechnex? Pi f3 Oe= :1- - '9�, Notes: F 140 rim'- 108.5 1) Elevations are based on the sewer manhole 6K c' a So 1 -r LOT 3 rim elevation of 100.0 feet. The invert elevation of"'this manhole is 89.8 feet. �/< \ 2-) There are no evergreen trees on Lot 2. \ 3) The contour interval is 2 feet. �s \ HOUSE / \ 4) According to Colorado law, you must commence any legal action based upon any defect in this certificate within three year+wg after you discover such defect. In no event may any action based upon any defect in this certificate be \cF commenced more than ten years from the date of certification \'oy shown hereon. SEWER LF� OMH ELEV. = 100.0 Fyn Leland Lechner P.L.S. Box 3463, Vail, Colorado (949-63V 8.45. 71-S Cu Date Scale NORTH Drawn 1-j G�.G►w Job V R4-,L Sheet - I I Of Sheets 34 X 30 r"W=ON MO.10"C"MUNr. _ x y � r ,.,.. .... v r --„ :h p t -..p ., .+.,, .. x. ,. ..- .. i• -•+ - f - -4:',• r5 .Vit ,\ 'B' Y' 'y .11 „y vr. J p.=;. "'13',., v' ... _v.' 1 ','D': r •A',-I ..M°,: 4 Ip�.:'R s ,,�,,-. e r ax r x' t J� n. lJ;. ,.- .. I " � r ;F .--' x z r � ... _.- , -r. ... -.:. ...:. y ..t gym, a ��, .I .�_ .:a '���.'.f-:. .,....-,,, .-.'. ..r. _ 1Pf. � ,- , .' {. , .' 7r .. v `.7 -:. ..,; ... y "R '",i+° � 9.i ,4: t ery,:+>y .. n. :-„e -.s '» P r r , .. , r x. ». I. r r. is ,;f. ��,. 1 -'Y', `�..� ,)� ,'r U`. 't t ,. , 4, .s,. .. .n w r .. .. ., - .. .(' - - 'A: :q:, Y'�" v' :;,, F- 5 �' n7 rF.' A 'r' �7L. u+` '.I .: EY.. -. , ,. I, I -n :4 r .r. , ., t .r .. ,- -. , _ x, : 7 d. ,4' i.*- - -'e' Y 5 r w:. .. � r � - '. ,.a -. :+ 'f � � t -. . i.: : ^ .. -..: , � ... ., ., '.. , .. '.: .. .M 'T 1. -�. k • .'- r v.. _ :icy ,^�- s .. n Y � r ,. -'. , , -_ .._ : , xp / pie '.'S M. W I YS'. ,( r "... i ,.: { • '_i .. .- ', 1. �.' -", �� ,d d': , c ` ?. Z k• ,. a }� ,. .. _ i tt r - _ ri' ,.. , - .' . f..' .. is . , -�. :.; _K 7. _h.P.11,. .. s. .l ..: .. i' b. ..,a, .. &. ... a. , ..yl 11 I, � : ': i _ , , v ...... u.'..: a ,/. .., .; r ,; :.1.4 A 1. i; I f. x { \ - , ..: - - - f , . I t n' 'N r_5 1 M5 `" ,,a. e d' 'x 1' J r'F'. , , ,( - SNOW + ;6 �� z ,lx, :I . ' 4 , . w { d 4Ip !, A 1 11 , Ip b"a ,�-,+" a Ef,'1 i. rr t, 1 I I I I - ---"",'ll",,,,ll,llilill""I'll""Illilli"l�'*'*�...........4__<======_ I I . 1,,. 4:I + k n I t'',: r ,11+! in .I;11,'� A• d, r i �a e: r - .b d ..n If +.J.( ( , SCALE: 1" = 10' ,,.1.r .. LOT 1 'x r ,.1 4R x r <' :" 'r C 1 k, 'Y A� + ,j4Y i 3 js'1.1. - I h 1 . :t6 - , `P` t o�, k kf 4a „; �Z 9; 7 ,' 1, if o- k ;, FOUND PIN & CAP L.S. No. 16827 N 00°01 '02" W -- 173.00 FOUND PINT& CAP `� :l" r '• x L.S. No, 16827 R 5. J r i a i �t5'. . i" a 4 I.. n .( .,,, ,!, I . : P.. > # i u .',' i F_ '.r" . � d 3. I 11 + r 1 . �0• CA , o r jI 1. + ,:'-%,' M1 BUILDING SETBACK ' co E , 4 -11% + J w k / 33 2 t W t JA 4 x, O l r ,'r y I 7j \ RIDGE EL ' � / =141.4 ,� TRACT A `�r. LOT 2 ;` , Oj 15 : ,i , �Cp• 60 �'' 100 0.474 ACRES a { , `'. '� / 1479 ASPEN GROVE LANE ; +1. / / I- i`'BRIDGE EL , , k J. r y .. _ h f =137.8 a .;, xfi �. .1. -* I \ •ten tk f�- +'�� Y 1.1 0^` V' 1 `,y ,fit,, o� RIDGE EL 1 c =140.2 tr `,1,41 Dc� / CONCRETE WALL � \ tit a a ` / , , , � ,� , 4 .� - \ \ O ��' I' _ ` ru i, b �rp4 byy �+,, /' (DRIVEWAY UNDER CONSTRUCTION) • A (,A. / : 11 i a 11 RIDGE EL. ti S` �� i 1'' / --- =143.8 / FpUNQ PIN & CAP - CONCRETE WALL ra 55 RIDGE EL. \ 'a „�- / / L.S. No. 235013 `J, {f� ::�µ� { �s / o =144.7 / ti „ A, rl, \ ,� W a,;, / / p � , S ;H �0 / . . ` a ` K, \ THREE-LEVEL, WOOD FRAME \ / 1 26 SINGLE FAMILY STRUCTURE �� „ ' r{ , ` (UNDER CONSTRUCTION) / / / �bN J" ",{, , �,, \ k`,d/ (�_> ,_', ,\N.N ___I ., �: I . ,�, I ,1, 4 / \ / RIDGE EL. '� / / ,, .r, {"�11 . 61- i =141.5 �� , t k Yt i JO, ° �/ \ BRIDGE EL \ NOTES: x, =137.6 �5 ' -� 1) PROJECT BENCHMARK SEWER MANHOLE LOCATED SOUTH OF LOT 2, ,', r r ` ;: w / RIM ELEV.=100.0 , INVERT ELEV.=89.7 . p 900 Y \ BUILDING SETBACK o i , / / 2) APPROXIMATELY 2 TO 3 FEET OF SNOW ON LOT AT TIME OF SURVEY, t ` ELECTRIC O. \ / OTHER FEATURES MAY EXIST WHICH WERE NOT VISIBLE. EASEMENT / p 26 / ,� , � ' / / 0 86 3)THE EASEMENTS SHOWN HEREON ARE PER THE PLAT ONLY, ° � \ . / `' C i'3� • NO TITLE POLICY WAS PROVIDED BY CLIENT. "' »° + si 1. / '� / Q(p� ` 4)NOTICE: d s 4 According to Colorado law you must commence any legal action based • X� / �j 1 upon any defect in this survey within three years after you first ��I. / discover such defect. In no event, may any action based upon any , - � / / / defect in this survey be commenced more than ten years from the ,y ,J I' ,',- ' L� ` date of the certification shown hereon. , / rn y' ,k o jy o 40.9 ,;, , p� ,; I 11 . _ , 14 f fk F6 n sn i _ C R .i a \ •Q + � x V - f e \ [x� LOT 3 r �.: o gMi 11 T CT 0 RA C yy q.6.� 1 x - �' . -h'' Y r I{C I,7 ACCESS & UTILITIES � ,... • FF __._._ _ ___.._____„____.____, �.-�.�._._._ . IMPROVEMENT LOCATION CERTIFICATE `_{ r �' (SUBJECT TO ACCESS & UTILITY EASEMENT ��~ 'f'.' RECORDED 3�18�80 800K 300, PAGE 290) I hereby certify that this Improvement Location Certificate was prepared _ 0' ' j',11 (ASPEN GROVE LANE - 50' ROW) for RKD ------- -- -_ __________.___. _..__.__.._._____._._.-. __..,__. that it is not a land survey plat or improvement survey plot, and that it is r I f �a /r not to be relied upon for the establishment of fence. building or other future r ' ' . r �ti ,. l b , ' �/ �l improvement lines. .. U Y . _,.__-.__._.___v.__... ------ ---'- ------_._._, _. .__.,__,,,.__,.--- \ I - ._._........__.__.._..___...____.__ - - I further certify that the improvements on the above described parcel on "° " ,` ,,1 I " :'�11 f .� i this dote, 12/12/97, except utility connections, are entirely within the W m 7 a.,l A/ I� a 1 I ' .. ,,' � boundaries of the parcel, except as shown, that there are no encroachments _, � ,r, . �� -- --°--•-..- .- ,_-_,-. upon the described premises by improvements on any adjoining premises, ,, " `1 18 . : '�� _.M....___.____ _._. .._...... .r.______.____.. _,__.__.._ - �j l l,H.. L� a6 ° '` except as indicated, and that there is no apparent evidence or sign of any 00' t n U AL lab /1 �>• Z,., l µ a easement crossing or burdening any part of said parcel, except as noted. f .� i At , __ _ _____ __ _.____.______.____ ____. I _. _._ __._.__._.__..r, . ` 1 �, r ., ,' 2 _ oar �,,�,� It ��11t�,►ti►Inlu�fj�/r, , 1k , ' �� �, 'L�t' ,• ' i ", o V Date:__l_b/ �- - __ ___ . , ?-- , } P _ ,- _ I a Brent Biggs f-Bi° ®® q� ______ ______.1._._ -_._�._._______.___ �___ _.._�..______ Colorado P.L,S. 2759$ _` G0 ^ M 'LS ��,Y :�ec,R -1% 2I 598 I an _ -.- 1,. ._.._.. ,_._._-_< .-.-.�.�'�._,__..-__-__,_��-.__._-___-. .-_ ..rr:_`s` .-_..__,_-_ = ,,k I 1) ",I � j 'jrj .'"_ I I , . , ,. S`3��1 00 _ _ _ //l//!!III;I IIIt,�\\� "')k I 15" - I ., I � I i � I , i� 7, .,..I ;,11 - , ::, ��f� ,!"i _._. ..- - .___..____----- ----.._ �. ...._.-.....__._._ 11 , x µ IMPROVE ENT LOCATION CRTI CERTIFICATE y, LOT 2, LOCK , aRAwIN ?Ark; / ,�� s t LIONS RIDGE SUBDIVSIONI FILING N�. 4 , .`� ; -° , _ k I I Q50A �Y ' 5 > :k 4 TOWN OF VAIL /��.(j 10p0 lion's Rid ♦ Loo Su1tR 3-� V CO B f 68l (910�47B-8644 EAGLE C O N b .I C�J LV RAk./ - t w ;; 1I r 11.. - / �,t ,: -.- - -,.. 4:: - -�_ : 4,� ? 10 r � t r fi. ik i7�fir_y SCALE: 1" = 10' �, , a ; LOT 1 ti 4 lt` w t` y );� f> FOUND PIN & CAP T t €' L.S. No. 16827 _ ` N 00°01 '02' w 173.00 FOUND No.P16827 3 {s F f It k, I je;; 1 ,nR U d, BUILDING SETBACK 1 0, � ul � r + P RIDGE EL. -� TRACT A ` e� p / -141.4 9 �� LOT 2 15 A �0' / 60 �Q° 0.474 ACRES 1479 ASPEN GROVE LANE 0-RIDGE EL. 137.8 Y4 { a �P RIDGE EL. ' -4 1 O =140.2 , CONCRETE WALL (DRIVEWAY UNDER CONSTRUCTION) RIDGE EL. / FOUND PIN dt CAP / CONCRETE WALL r,55 RIDGE EL ® 143.8 � / i L.S. No. 23508 =144.7 Jgl s THREE-LEVEL, WOOD FRAME / SINGLE FAMILY STRUCTURE / (UNDER CONSTRUCTION) LS 011 96, as , / \ / RIDGE EL. =141.5 / t A l! NOTES: F.., RIDGE 6EL /1 1) PROJECT BENCHMARK SEWER MANHOLE LOCATED SOUTH OE LOT 2, a / RIM ELEV. 100.0, INVERT ELEV.-89.7 . w g 9(p D BUILDING SETBACK o 2) APPROXIMATELY 2 TO 3 FEET OF SNOW ON LOT AT TIME OF SURVEY, ELECTRIC p. OTHER FEATURES MAY EXIST WHICH WERE NOT VISIBLE. i p EASEMENT, / d 26 / r 1� 3)THE EASEMENTS SHOWN HEREON ARE PER THE PLAT ONLY, , 231 •486 NO TITLE POLICY WAS PROVIDED BY CLIENT. s t O / r et r }4 4)NOTICE: ^ According to Colorado taw you must commence any legal action based }z �j upon any defect in this survey within three years after you first + 4 discover such defect. In no event, may any action based upon any ' defect in this survey be commenced more than ten years from the { > date of the certification shown hereon. �O a s J3 i °•o LOT 3 P k - TRACT C 46•1 t) I. `y ACCESS & UTILITIES IMPROVEMENT LOCATION CERTIFICATE <` ' JSUBJECT TO ACCESS & UTILITY EASEMENT « I hereby certify that this Improvement Location Certificate 3/18/80 BOOK 300, PAGE 290) ficate was prepared ` •s'. ASPEN GROVE LANE - 50' ROW for RKD ) that it is not a and survey plot or improvement survey plot, and that it is , N not to be relied upon for the establishment of fence, building or other future I• improvement lines. I further certify that the improvements on the above described parcel on t this date, 12/12/97, except utility connections, are entirely within„the boundaries of the parcel, except as shown, that there are no encroachments z upon the described premises by improvements on any adjoining, premises, except as indicated, and that there is.,no apparent evidence or sign of any yy easement crossing or burdening any part of said parcel, except as noted. ?: r ` \ Date:- ?��- -- - -__ - �'aa t.AT SIC Brent Biggs _ "T r � Colorado P.L.S. 27598 _ CS IaA //!/lflllllrll�li�U t i it pc R' IMPR LOCK OVEMENT LOA�'IQN "CERTIFICATE DR _ E. 12/18/071 LOT 2, B 2, , WING AT 1 LION'S RIDOI� QIVIC .N. I*'�LIN IVQ. 4 DRAWN BY:' 1 . Tow N_ O�- v��L� __ 1000`!.ion's Rid 0o Loop, $ulta 3-4 Vok 04 8It657 (970 476-8044 ;, EAGLE —C 0 U N� C 0 LO RAD�' 'ro'� `t�'� 1 4 �� DIREGTOR' INDEX ONNER ARCH I TEGTURA PEER KYLE 100 L I ON5R1 DOE LOOP SUITE 3D A I.I 51 TE/LANDSCAPE PLAN VAIL, COLORADO (g70)47q-0646 A2.1 LOWER LEVEL PLAN A2.2 MAIN LEVEL PLAN o ARGH I TEGT A23 UPPER LEVEL PLAN RKD A2.4 ROOF PLAN y 1000 L I ONSR I DOE LOOP SUITE 3D VAIL, COLORADO 8165-7 A3.1 NORTH/SOUTH ELEVATION (g70)476-6228 A3.2 EAST/WEST ELEVATION O (q-70)4-16-8023 FAX A4.1 BUILDING SECTION 1 $2 STRUCTURAL- ENGINEER A4.2 BUILDING SECTION 3� 4 bus? MONROE NEWELL ENGINEERS P.O. BOX 1587 A5.1 WINDOW DETAILS AVON, COLORADO 81620 A5.2 ROOF DETAILS / (g70)g4q-7768 A5.3 DETAILS (g70)g4q-4054 FAX -� A6.1 WINDOW SGHEDULE/INTERIOR ELEVATIONS 1 SURVEYOR LOT LELAND LEGHNER P.L.5. STRUGTURAL \ � P.O. BOB 3463 VAIL, COLORADO 81657 51 FOUNDATION PLAN \\ 52 MAIN LEVEL FRAMING PROJECT NUMBER VR4-2 8-12-g6 53 UPPER LEVEL FRAMING 54 ROOF FRAMING PLAN 8' e' 55 DETAILS �4 500•ol'DYE \ IT3W 56 GENERAL NOTES _._._ _._._. _. �._. _ _. _. _. _. _ _._._._._............................................................. _._.� _._._. _ ._._._._. _._ _. _. _. _. _._ _._ ...... _. _. _. ._ ................................................................_ _ ; 1 U / ,A 1 6 M 2 , I 'IT �� LOT 2 1 ` - I Town of Mail Commutfity (411 a �� GORATIV 2'-0" 1 Development K HALL wi 1 Ctll�td Wealth 0 M� BACK ® 1:1 W�1 4) � s I w -W / I Denied ® 13 • / , a M: M E b 5TONd ! `rC1"• -STONE /• \ GONG. / Q• O . N PATIO I Validity of Permit .?� PAVERS /' :� W o Sec. 303(c) 19 U.B.C. �y /' ' N t I }I / / EVE ��' t�✓''� o. — "The issuance or granting of a permit or a rov pp d � specifications shall not be construed to be a permit approval of, any violation of any of c;�s o is de �--fANGRETE ' t ` ,, 'J ; or of Oily other ormn�ince of Y'`:Q of a perr14 Based upon plans, sp -; c E:nd other a 3 `�\ not prevent the building official from thereafter re ire �� \_► ,',• 1 dam"correction of errors in said plans, specificati� , / PARKING SPACE � _.__.._"....... DAIR / IL -o- -,51 ELECTRIC EASEMENT. c.�y- /• \ ---• r Q • .. ". .. .... .._ ._. _. ='°=• ,,ra•°",':�r . Io' S VIG ROQM SwRoom 4 =J, 15' O" /PROVID STUB FOR P^ / ' . . . . . y PHONE GATV. I I /• •/ - -------- / P . -------- ---------- ° O � \ NARROWLEAF GO T TON WOOD II 2 GALIPBR o "POPULUS AUGUST I POL I A" / , , - / OR LARGER L GTR�G L . \ Q �• ' i 4 8 owl \ LOG TION OF o o .\ \ c) ELEG . MFTER' �',' \ "P1GEA PUNGEN5" ` . . . . .'.' _ �.�' 1 EXISTING ASPEN TREELINE \ \ p N \ flow \ / :• . •: . /o a' , ORNAMENTAL TREE q 2" GAL I PER \ 5 . ::: V `' DOLCO GRAB - "MALUS DALCO" OR LARGER . . . T.O. PAN _\. .'.' . :. •.'. . . . .> ���;��pb"� loe. 5 LOT 3 \ f 4' GONG. PAN -�`. \ � � � � . 106. 9 _ H / 2' INVERT \ \ I ° SHRUBS 15 5 GALLON T.O. N \ BUFFALO -JUNIPER a ALPINE CURRANT OR LARGER A '-o' DATE:0-1 07/11 HOUSE ALL DISTURBED AREAS TO RECEIVE NATIVE SEED AND GRASSES ` 1 5 ` / - -- -- -- - EXISTING CONTOURS AT 2' INTERVALS IRRIGATION NOTES: DRIP IRRIGATION AT PLANTERS AND PLANTING BEDS. TEMPORARY RAIN EX 15TI NO CONTOURS AT 10' INTERVALS BIRDS AT DISTURBED AREAS. EIGHT ZONE SPRINKLER SYSTEM AT LAWN AREAS: 3 DRIP IRRIGATION, 2 HUNTER IRRIGATIONS, AND 3 SPRAYS. SITE PLAN � PROPOSED CONTOURS AT 2 1 NTERVALS MAMAOLE PROPOSED CONTOURS AT 10' INTERVALS SITE AND LANDSCAPE PLAN OLD CONTOUR LINES \` NORTH _ 1 = 10.0' PAVED AREA: 1,888 S.F. MIN. SNON 5TORAOE: 570 S.F. (TO PROP. LINE) 5NOW STORAGE PROVIDED: 613 S.F. % Town of Vail - _0 FF10EC0P`1( t• F I,. I ✓' I V I VV ; nr O Wr') 4 A4.2 MTL. GRILLE W/INSECT SCREEN VERIFY LOCATION Zy -- — II VE R, TYP. R.O. `} PROVIDE PLUMBING IN .« m I WALL FOR FUTURE 5HOWER I I },. GONG. PAVERS II DECK i Ate, DEN/STUDY I GRAWL5PAGE TO EDGE OF FURRING POLY VAPOR PA E, TYP. A4.2 I I I 0Ab. I 0 � RE: SHEET Ab.l FOR CABINETRY T.O. FILL \ \ I EL.=104'-6" F I E80 M " \ \� ,\\` r 4-ANTER I STONE FURR TO UNDERSIDE ~ 6 UP OF STAIR ABOVE P=4 f I I CONCRETE P,WER5, 23 I E O f I I VERIFY DIM 510N5 d PATTERN - _ _ _ J m cY I T . ANDING !!!! I IN FIELD. ? I E =1 2'-q" u T.O. WAL I 5LOPE5 A5.3 I I n — T.O. DRIVE 1 3T®I "_ '-4 5'-7"" 54 I Ib'-O 8' • _ 8 TO EDGE OF ING U T.o_ ONE Vn O NTRYI,p FINN. FLOOR I I - 2 EL.- 4"-4 E`r L.=100-O I • I 2 lo I \ A4.1 T.O. 5T0 �%IEN51ON5 A2.3 FOR I A4.1 T.O. STONE EL.=qq'-6' 1 5TONE AID \\ cL6 NDI O m ENTRY LOCATION OF PTAIR �) 1 1/2' WROUGHT IRON i \ HANDRAIL ATTAGHED�" \ pmq TO 5LOPED PLANTER L_ — — — _J IP4 \ WALL, TYP. BOTH 51DE5 '• DECK _ (� � :;4* i"! ABOVE _ �8�-O" 1 m � i A5.3 n .,� 4 n T A .3 PLANTE - _ N �l I 4 I . s a , N i 1 I ' BENCH I - v Q, I opoll 1'DRAIN LINE ABV. T.O. SLAB 4'-3" 4'-0 2'-�" " 7'- " 4 8" DECK DRAIN TO EL.=q7'-O" ("� ry V> E, OF IN6 SKI FOUND. DRAIN ? 4 UP 2868 T.O. LAND I N � � ROOM Fl-R.N • EL.= qq'-4 / STONE ' n FIN. FLOOR g 4 5TO O � " EL.=100'-0" � 1 PO VAPOR BARRIER DECK �� O ® UPv I I o I RAWLSPAGE, TT-P., iy� B AOVE N m 20 MIN. FI - D� RATED POOR w/ -4- G WL51PAGE 1 j SPRING HIN S 1 n - 4'r r� � I A4.1 0 - - �1 T.O. ILL _ A4.1 I , t FURRI _ 4._6.. V4 " i - - i EL. O I FAMIL 2ND. � I�� � i ' �- � OARACE " ► ED ooM -�- R-� -�-? BENCH CONSTRUCTION NOTES: M. B i 2480 4 TL RILLE W/ 1. ALL PIMEN51ONS ARE TO FACE OF 2x6 OR 2x4 STUD FRAMING OR . G o PROVIDE FULL BATT IN5UL. — -� — SECT SCREEN EDGE OF CONCRETE UNLE55 NOTED OTHERWISE. 1 O BETWEEN GARAGE d LIVING 5 I RIFY LOCATION 2. TYPICAL INTERIOR HALL 15 5/8" TYPE 'X' GYP. BD. ON EACH SIDE 04 0 1 " v 5PAGE5 ® ALL HALLS d 5HELVE5 OF 2x4 OR 2x6 STUDS SPADED PER STRUCTURAL. QQ INTERSTITIAL 5PAGE5 4 GL SET I 3. ALL PARTITIONS GON5TRUGTED ON SLAB ON GRADE AND PLYWOOD of `A 12 to ' 4 I IN5TALLED IN DIRECT CONTACT WITH SLAB ON GRADE ARE TO BE 0 II Ab.l n MW IA I TREATED A5 REQUIRED BY THE BUILDING INSPECTOR. F4 25'-6�" 4, 6" 4. TYPICAL EXTERIOR WALL 15 5/8" C7YP. BD. ON VAPOR BARRIER a Y ON 2x6 5TUD5 5PAGE0 PER 5TRUGTURAL, W/ R-Iq BATT Y \ I -1T -- INSULATION. 5HEATHINO PER 5TRUGTURAL, EXTERIOR FINISH VARIES. 5. 2x4 FURRING @ CONCRETE WALL5 ABOVE SLAB, TYP. UNLE55 NOTED OTHERWISE. OIL T.O. SLAB 6. DO NOT 5GALE DRAWINGS. CONTACT ARCHITECT FOR ANY EL.=ql'-6" DIMEN51ON5 M1551NO OR ILLEGIBLE. 7. PROVIDE 1,4EATHER5TRIPPING PER MANUF. ® ALL EXTERIOR DOORS. 5 PROVIDE GONT. FLASHING @ ALL EXTERIOR DOORS ADJACENT TO 6, A5.1 4 LEVEL EXTERIOR SLAB. 8. DISTANCE BETWEEN DOOR JAMBS d ADJACENT WALLS ARE TYPICALLY N (7 4" UNLE55 NOTED OTHERWISE. n q. PROVIDE FULL BATT INSULATION IN FLOOR FRAMING BETWEEN FIRST, 5EGONO, 4 THIRD FLOOR PLANS. - — _ 10. SHELF 4 ROD TYPICAL 0 ALL BEDROOM GL05ET5. SHELF TO BE 3 STONE SUPPORTED BY CONT. Ix4 PINE CLEATS. DATE:O6/27/g7 EQ• b'-O�" VENEER, TYP. 07/01/47 � R.0 08%12/a7 08/28/g7 4,6 A5.1 LOWER LEVEL PLAN I I'�' 10'-O" 2r - - 11 f /— I A� FLOOR PLAN 4 I/411_I 1_OIl 1/4"=11-01 A4.2 NOTE: 62 �• DATUM 100'-O"=108'-O" ON ALL NORTH FLOOR PLANS, ELEVATIONS, 4 5EGTION5. All � 9 4 A4.2 8 1 1 1 29 31 --- --- - - - R. - RO. O + T.Q. DECK - - - BENCH I Q .=109'-6" � � \ ABOVE � pill- 32 4'-a�" I I I \ R.O. rl� ' R i ABV. I 1 34 w 4 I IE H I i 33 I O 1 R17' O" MASTER I G 05ET I ? I BEDROOM I I 1 BENCH A6.7� i 3 I 13'-O H16H I UI 11 , 1 LAS I (� Q 4 I WAL TEM I i Vl b r � GAB. Zvi O '�' �! i " I I a I HOOD. I o I ;i DECK / O ILA 2680 o BATHROOM ftj i I 5TAGK- • in « 35 - 41��. ABLE WD Q I 4 Ro 36 - 268 O 4 26 � 4'-2�" ,h N 1 UP 4 T FMD E 12'-9" S�OpF To U 1 I 51�« 54. 4'-1#11 4'-34" 4'-3 - T.O. STONE • OP N OPEN pl„I BELOk^I � _ 2 2 • A4,1 A4.1 9 Im os A5 i SLOPE TO DRAIN A' 3'-10" 5'- " 5'- « 51_ " 6'-4" 5'-6" - 1 S I STONE Q TERRACE A5.3 DN . LANDING / N �1 ® I"= 1 « TRENCH R 6. 7" 2 9" - 7ya,�//' DRAIN � f111 DRAIN TRENCH DRAIN • H `� EL.=10 . w 1 - - - - - -� t - o p �[j'� •I�1 4 r- -- - - - - - - - - �� I PANTRY-n � Jc I Q I-0 rd i 4 I BU I L R.O. I o. BAT .' TI' or , 1 DESK 25 ('S •p� Lj II, DOOR CPT; W O 480 DOOR O - - p K - 1 p 15'-P>�" I�_ « 10'-4 . 11. 4,-0, " 2'-0, 31_q�. " 4,�, 10'-0„ ” EGK m TRENCH DRAIN « 3' m \ BovE t EL.=107'-10" O. \ (� - UP 0 - 24 \, ABV 14 p •� 4 13 3'-Ii " T.O. 5HELF - 1 I i� 0 ' EL.=113'-O" I 1-2 N - A4.1 A4.1 T.O STO E " �, FIN. FLOOR HOOD EL X10 °# ? BUILT-IN I COUNTRY _ ? ? T.V. GAE3. EL.=110-0 r 42 HIGH KITCHEN OA? v- IX RI-7 AG,.? 2'-6" 1 ? ? ? ? - ? ? ? ? �? T / GONSTRUGTI ON NOTES: A� I LIVING ROOM — - slrr. SLOPE +/- I/4" FIN. FLOOR DINING ROOM I' III" - - 1. ALL DIMENSIONS ARE TO FACE OF 2x& OR 2x4 STUD FRAMING OR A $ EDGE OF CONCRETE UNLE55 NOTED OTHERWISE. PER FT. EL.=108'-6" I �I I 2. TYPICAL INTERIOR WALL 15 5/5" TYPE 'X' OYP. BD. ON EACH SIDE Q OI HOOD - OF 2x4 OR 2x6 STUDS SPACED PER STRUGTURAL. _ ABOVE 3. ALL PARTITIONS CONSTRUCTED ON SLAB ON GRADE AND PLYWOOD 1 UP ? I d �I "r- I 23 6'-0�' " INSTALLED IN DIRECT CONTACT WITH SLAB ON GRADE ARE TO BE A5'3 I / I TREATED AS REQUIRED BY THE BUILDING INSPECTOR. l I R.O. 4. TYPICAL EXTERIOR WALL IS 5/8" 6YP. BD. ON VAPOR BARRIER O 6 m L - _ __ - __� ON 2x& STUDS SPACED PER STRUCTURAL, W/ R-Iq BATT I6 Do R INSULATION. 5HEATHIN6 PER STRUCTURAL, EXTERIOR FINISH VARIES. p I 5. 2x4 FURRING 0 CONCRETE WALL5 ABOVE 5LAB, TYP. UNLESS 1 ( _ _ NOTED OTHERWISE, OAS T.O. ARTH 4 21 6. DO NOT SCALE DRAWINOS. CONTACT ARCHITECT FOR ANY 1 R.O. I F.P. EL. II '-0" '� 3'-5 " 3'-5 4'-O " DIMENSIONS M1551N6 OR ILLE6IBLE. m -7. PROVIDE WEATHERSTRIPPING, PER MANUF. ® ALL EXTERIOR DOORS. Q - - - TRENCH DRAIN I I R.o. Q PROVIDE GONT. FLASHING ® ALL EXTERIOR DOORS ADJACENT TO -- I LEVEL EXTERIOR SLAB. 8. P15TANGE BETWEEN DOOR JAMBS d ADJACENT WALLS ARE TYPICALLY 4" UNLE55 NOTED OTHERWISE. ' 9. PROVIDE FULL BATT INSULATION IN FLOOR FRAMING BETWEEN FIRST, T�f - - - - - - - - - - 6'-OJ` SECOND 4 THIRD FLOOR PLANS. DAT�:O6/27/9 7 10. SHELF 4 ROD TYPICAL ® ALL BEDROOM CLOSETS. SHELF TO BE 0-1/07/9? 4'-0" 7'-6" -►i# 2 R o' SUPPORTED BY GONT. Ix4 PINE CLEATS. 0-1/24/6" CA' 1 OM2/9? A 7 A5.1 08/2a/g7 �Z�.I�OCATtO1V 1� A5A .1 MAID LEVEL PLAN 4'-0" 10'-7" T-5" 15'-0' I I'-0" 10'-0" 4 � I/4"=I'-O" FLOOR PLAN A4.2 NOTE: DATUM 100'-0"= 108'-O" ON ALL NORTH 5&'-O. FLOOR PLANS, ELEVATIONS, 15EGTIONS. A2*2 , � I 4 • A4.2 � <y� I - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - _- - - - - - - - - - - - - - - - - - � { I 1 O i T I– HT. N LOSETi is, I I SLOPE 4 1 L GLG. •p I, fV �- BEDROOM 2 1 I 1 J 1 q. I4 - - I - - - - - - - - - - - - - - - - - - - RIb'-O"- - - • " O 3 - -,- � � I I - i 4V I I ? ? 3I ' TH2 ? i I' I - � 246 a! 1i 5L PE 5 I ry � � •,, 4 � - - - - - - - / q^o GL � po HT b" 1 1Z_ co I to X668 � I , I _ _ _ I I 3' 8• 4Q2 .� - - - � 56 I 51 — _ — � OC I 10'-O" ROOF ABOVE, TYP. PE ff • SLOF�E 5� L H GLOI PE 50 i I— B i� a Q A4.1 I / I A4.1 10H (D P �M i r i (�MMG r — — — —I — — 42 I I ON R®46 , -q 4q I I �1r2' I rpr 61 I C FLIAT :0 1 {- i F�UEJ I i •p,. 4 _ - I `t ' F -- - - - - - - - GLO. FIN. FLOOR I SLOPE a EL.=12 '-O" I f ?1 48 R.O. I ;5 READ I NC=ROOM •P I I 2468 46 1 I I ? ( .O. DECK A6.7 7 i DIROP F /" I ? ? m I ? ♦ � GL{"�. bbe m I BED bM 3 Ra-o' I I / SLOPE �l –GLG– – – – – – – – – – – – – – – I T I 1°I m I - - A4.1 a!8,-p i GLG. _ r - - - - - - -- - - - - - - - - - - - - - - - - - - - !� I - ' • }- " I ° 15'-0" 5j" 45 o '-� �.7• 2468 1 I m CONSTRUCTION NOTES: 2468 2F�68 �L6. SL�'E 1 LINE of , 44 , I. ALL DIMENSIONS ARE TO FAGS OF 2x6 OR 2x4 STUD FRAMING OR �`� EDGE OF CONCRETE UNLESS NOTED OTHERHI5E. GLG. i— FAME �— __ O68 2. TYPICAL INTERIOR HALL 15 5/8" TYPE 'X' GYP. BD. ON EACH SIDE . . . . ? I OF 2x4 OR 2x6 STUDS SPACED PER STRUCTURAL. 0 ? ? ? I I G_L05 T \ �gLO.I 43 2'- I 3. ALL PARTITIONS GON5TRUGTED ON SLAB ON GRADE AND PLYWOOD F �? R.O. —, INSTALLED IN DIREGT CONTACT WITH SLAB ON GRADE ARE TO BE — — - -- — — - — — TREATED AS REQUIRED BY THE BUILDING INSPECTOR. Q L — — — T I I , r G O 4. TYPICAL EXTERIOR HALL IS 5/8" GYP. BD. ON VAPOR BARRIER I Q I o68 in L , ON 2x6 STUDS SPACED PER STRUCTURAL, H/ R-Iq BATT - ( INSULATION. SHEATHING PER STRUCTURAL, EXTERIOR FIN15H VARIES. BEDR dM 4 I 5. 2x4 FURRING ® CONCRETE HALL5 ABOVE SLAB, TYP. UNLE55 NOTED OTHERHI5E. ., 1 I VENT DROP I 6. DO NOT SCALE DRAHING5. CONTACT ARCHITECT FOR ANY ra L — — — — — — _ — — — — — — — _ - _ I I r DIMENSIONS MISSING OR ILLEGIBLE. Q I _ — ` — — — — — — — — — — 4 -l. PROVIDE WEATHER5TRIPPING PER MANUF. ® ALL EXTERIOR DOORS. �^ — — — — — -- — - -- PROVIDE CONT. FLASHING ® ALL EXTERIOR DOORS ADJACENT TO I I I ROOF ABOVE, TYP. LEVEL EXTERIOR SLAB. 8. DISTANCE BETWEEN DOOR JAMB5 t ADJACENT WALLS ARE TYPICA 4" UNLESS NOTED OTHERHI5E. I 3q 140 41 I q. PROVIDE FULL BATT INSULATION IN FLOOR FRAMING BETWEEN FIRST Eck " 4,� EQ I SECOND 4 THIRD FLOOR PLANS. DATE:O6/2�/ql 10. SHELF 4 ROD TYPICAL ® ALL BEDROOM CLOSETS. SHELF TO BE O?/�/ql rrpa R.O. R.O. R.O. — — — — — J SUPPORTED BY GONT. Ix4 PINE CLEATS. 0-7/ 2{9) y� - - - - - - - - - - - -I- - - - - - - 06/28/cM 4'-0" Ib'-O" 15'-0" 11'O" -0" UPPER LEVEL PLAN Ir s 1 FLOOR PLAN 4 1/4"=1'-O" 1/4"=I'-O' + A4.2 58'-0` NOTE: DATUM 100'-O"=108'-O" ON ALL NORTH FLOOR PLANS, ELEVATIONS, SECT I ONS. I , Fb I I. 1 RIDGE VENT, TYP. 12 CEDAR SHAKES, TYP. R5 GEDAR FA5GIA T.O. R I DGE EL.=137'-2" ojL T.O. RIDGE EXTERIOR EL.=136-0" _ LIGHT FIXTURE i 12 - MEGH. FLUE T.Q. L T.O. RIDGE_- - _ _ RIDGE } =133'-6° _ — — - 4 EL.=133'-10 EL. 8 I A5.2 12 f ' ' I SPRING POi 8 --- 2 1 - . E1. 29 -I I � I _ I 2x 12 EL.=26_ 2x 12 2x12 2x12 „ 45 i - - - 1 52 - -' S3 55 I ;' I I ( I I TYP. j EXTERIOR x x x A5. x I I j LIGHT FIXTURE I I I q I I I i 4 O 51 fl � li I JLI _u I i o 0 t r i T I i I 8 A N , I i BOARD BATTEN 510I NO, TYP. 591 B it ob UPPER LEVEL EL.=120'-0" ,i �I I METAL 4 WOOD RAIL, TYP. 1 I i I I I I � 1 � T GU SANDSTONE TYP. . I , I 1 i � I STONE VENEER TYP. I � I I I x I I l � i \ 24 / � i ±`'�'•4-%) 7i, �� �, �i I � I i , � � i I i ' I 4� � -; J�F\ T.O. STONE I l I i I � ff EL.-113-5 �. , i OIL T.O. STONE p■•1 EL.=112 -5" MAIN LEVEL � __ - - - - - - EL.=110'-O° _ — — — — — — — — — — — _ , w OIL LIVIN6 ROOM - EL.=IOW-b" NORTHIREAR ELEVATION 2 1/411_111_011 NOTE: DATUM 100'-O"=108'-O" ON ALL FLOOR PLANS ELEVATIONS, 1 5 t$ SEGTION5. .� . A5.2 A5.2 OIL T.O. RIDGE — . — . — . — . — PEL.=137'-2" RIDGE VENT, TYP. — - M CEDAR SHAKE TYP �T.O. RIDGE. - _ _ — . _ 5 EL.=133'-10" OIL T.O. RIDGE I _ — . — . — _ T.Q. CHIMNEY EL.=132'-?" ~ 12 I OIL T.O. RIDGE 8 I I _ - - --- - — 1 ' I I A5:2 2 - - - - - E �� _ _ . T.O.O. RID &E -10 A5.2 12 - - - - EL.=12q'-6" '� N I . R5 GEDAR FA5GIA pw SPRING POINT j ! � EL.=126-5 1/8" I SPRING POINT — 4 I �I I -o• r� EL.=125'-I Ile," I =- — — ' SPRING POI f I ! EL.=124'-5 4" 2'-O• j ( I 34 I I 5.1 56 57 5PH IN11 F6 h T I 14 ! A5.2 TYP. EL. 2 ' I I _ 2xI2 ! 2x2 r 2x12 — t j I BOARD $ BATTEN 51DING, TYP. OIL UPPER ILEVEL '-O L 'r EL.=RID-0' 36 - -. -- - - -- - 2x12 2 - I � I � II I6 � i METAL 4 WOOD RAIL, TYP. --- LIGHT FIXTURE 31 i T.O. / I , � I ' I I / i I GUT SANDSTONE, TYP. OIL T.O. STONE T.O. STONE EL.=113'-5* Ap T.O. STONE OIL EL.=III'-I I" TT MAIN LEVEL LIVING ROOM Amt _ . _ . — . — . — . — _ _ _ _ - . — . — ' } j DATE:O6/2f/97 5 f ] I T O__STONE GAPf� STONE VENEER, TYP. O 1/Ol/4i -04 Q?/24M p L 0$/f�q , 7 ; it OS/2a/47 4 I i ELEVATIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - }-' ,� j- -- - - - - - - - - - - - - - - - - - - - - - - - - / - - - - - - - - - - - - - - 1/4 OWER OL L LEVEL EL.=100'-0" j , GARAGE - SOUTEUENTRY ELEVATION X7, 0„ EXTERIOR ' f :. LIGHT FIXTURE xa:; ON EACH 51DE ' kk v is ++ .. r - OIL T.O. RIDGE - - �L—= I T.O. RIDGE EL.=129'-ION _ OIL E T.O.T,O. RID - EVENT, TYP. RIDGE 0 GE PAR SHAKES, TYP.R G EDAR FASCIA _. 0 I i �TYI { - - --' --- - - - - - - I i ' ' I i I ( I 2X12 i UPPER LEVEL 2x12 fl ` I l 1 i 2x 12 2xI 2 � , , ' � 1 I! I � ROUGH SAWN SIDING 2x12 r i I : I I METAL 8 WOOD RAIL, TYP. I I 1 r I I I I � I II 1 ! GUT SANDSTONE, TYP. 10 12 T.O. 5TONE i I l ! i I O L 13'-5" 10 STONE VENE P. WW li i ME D A5.1 WNil I hMAIN LEVEL ESL.=110'-O" LIVING ROOM JJ; EL.=108'-6" � _ , I 5 BOARD 4 BATTEN S 1 D I NG, TYP. �5"1 O '~ GRAWLSPAGE o� WEST ELEVATION POWER VENT -- -' -- -- - - -- GRILL BEHIND 2 STONE OIL fit NOTE: LOWER LEVEL A5.1 EL.=100-0 - DATUM 100'-O"=108'-O" ON ALL �'' ' • EXTERIOR FLOOR PLANS, ELEVATIONS, I$ SECTIONS. LIGHT FIXTURE NINDON 5GHEDULE NO ROOM SIZE TYPE HEAD LO C. DESCRIPTIONS VENT FOR GLG. DROP A5.2 I GARAGE 2-O" x 3'-O II/Ib" FIXED 7'-O" A.F.F. GG2436-I T.O, RIDGE � 2 GARAGE 2'-0" x 3'.0 1'/1 CASEMENT 7'-O' A. .F. 002436-1 !2 EL.=137'-2 " 3 BEDROOM 5 61-O" x 4-4 11/I6" GA5MENT q'-I1 A.F.F. 063652-2 T.O. RIDGE 4 5TUDY/DE 4-4 3/8 x 4'-4 11/16 GA EMENT/FIXED a"-011 A.F.P. GG2852-2 ' 5 ENT 3'-0"-7'-0"„ X 9'-4 11,/1116" FIXED NT/F XED 81-011 A F.F. GC2452_I-GG3652-I�2452-1 (n 8 -7 ENTRY 3'-0" x q O I I/ib FIXED I I 5 A.F.F. G03636-1/5HAPE q7-G5S-1 1 II i_ " 1_ 1 -- -- - -- - - - - - 6'-0' x q'-1 1/2' FIXED 17'- " A.F.F. HAP 15-GDS-I G 3 3 -2 O- T.O. RIDGE 8 ENTRY I I 1 11 1 1 2 EL.-133-8 9 DEN/STUDY 4-9 3/8 x 4-4 Il/lb GASEMENT/FIXE0 8--O A.F.F. GG2852-2 I. T.O. CHIMNEY 10 LIVING ROOM '-0 II/I6" x 10'-4 II/Ib'FR. SLIDING DOOR 10'-4" A.F.F. SHAPE q7-GDS-2-SHAPE q7--GD5-2-5HAPEg7- 0=4 i I � I 5.2 - DS-2 GFSD 080-6 30 1I LIVING ROOM 3'-O" x 8'-4 11/I6' FIXED 10'-4" A.F.F. AG 2 -I GGP36-12 t I g - 1 x 1_ u 1 r' 72 ' RIDGE VENT, TYP. 12 LIVING ROOM 3'-0" x 8 4 II/I6 FIXED 10'-4" F. AG3628-11/GGP3 13 1VING ROOM W-O 11/16" x 8'-4 11/16 GASEMENT/FIXED 10'-4" A.F.F. AG3628-3-GGP3bl2-3 fill l y 2x12 i I T.O. RIDGE 14 LIVING ROOM q'-O" x 7'-2" CUSTOM PENTAGO 18'-6" A.F.F. SHAPE 15-GDS-2 EL.=12q'-6" 1 11 11 I j I I 15 LIVING ROOM 3-O x L3'-4 II/Ib FIXED AG3628-It GGP3672 II _-- _ - . - - NG OINT 12 16 LIVING ROOM " 11 FIXED A 3628-N GGP36-12 � CEDAR SHAKES, TYP. - - 2x L� I I ! i 3'-O" 11 LIVING ROOM '-O II/16" x 10'-4 II/I6'FR. SLIDING DOOR 10'-4" A.F.F. SHAPE q7-GDS-2-SHAPE 9.7--GDS-•2-SHAPEg7- EL 12 �Pa/ I 2xl 7YP GDS 2/GFSD6080-GFSDSL3D80 i RS CEDAR FASCIA - - -- I I I l i II j i 2 18 NOT USED -----^,-- � _ ? i �'1 I 19 DI ING ROOM '-O" x 7'-O" AWNING (XED 8'-0" A.F.F. G(, -21 39 4t �I I I 43 A5.1 P. � j � ' ; � 2 NOT USED - _ I I 8 21 COUNTRY KITCHEN x -4 G -0 O 22 NOT USED A5 I 1 N 1 11 N `! i — — 4- i ' 2 TRY KITCHEN GG 66 2 3 COUNTRY 6-O x 5 4 1 1 I6 A F.F 3 -] t, 24 COUNTRY KITGHF_I�I I " 11/16" " 63664-4 �i T.O. SAYE I I 4 5 =I I 1 ,1 25 COUNTRY KITCHEN: 5'-It" x 8'-0" FR. 5LID1 DOOR a'-011 GF5D6D i EL.=t22-O 26 MASTER BATHROOM 2'-11 31 " x 8'-O" R. 5WI GING DOO ' GFD3D80 21 MASTER BATHROOM .4'-O" x 2'-0:' AWNINO. IXE 8'--0" A.F.P. AG2424-21 b, UPPER LEVEL " 1 N 1 11 r 28 MASTER BAT ROOM 4 O x 2-0 AWNi G/ FIXED 8- A.F.F. G 424-2t 12 I i I 1. EL.=120'-O" 2q MASTER BEDROOM 3'-0" x 4'-4 11/16" CASEMENT 8'-O" A.F.F. GG3652-I 2x ! ! ' � ' I , i ' � � I , I , --i NOT USED ' - !' BOARD 4 BATTEN SIDING, TYP. I j 2x12 I 2x12 2x12 { I i i I I ! i 31 MASTER BEDROOM 3'--O" x 6_14 3/8" FIXED/CASEMENT 10'-5" A.P.F. AG3628-It GG3652-I I I ! I I ! 32 MASTER BEDROOM FIXED 10 I I ! 33 MASTER BEDROOM '- R.•5LD: PATIO D IQ'-5" A.F.F. SHAPE 97-GDS-2-SHAPE q7-GD5-2/GF5D6O80 GUT SANDSTONE, TYP. 1 1 - " 1 11 I I �23 34 MASTER BEDROOM 5'-11" x 5*- 5 5T M PENTAGON 16 -I I A.F.F. SHAPE 15-GDS-2 211 1 " 1 ,1 35 MASTER BEDROOM - - FIXED - 1q I 36 MASTER DEDR00M 3'-O" x 6'-9 316" FIXED/GA MENT 10'-5" A,F.F. AG3b25-II GG3652-1 STONE VENEER, TYP. I I ' i I i I I i I I 31 NOT U5ED - =--- ti I 38 NOT USED .- , .---.- ------•- •. METAL 8 ODD RAIL, TYP. 15 17 I I , I T TONE �-- j 3q B DR00M 4 2'-4 t 1 " '-4 11 CASE T " 2-1 I j I SED OOM 4 4-9 3/ x 6-4 11/1 FIXED I � i I r—� ; I / 1 n i u T.O. STONE EL.=113'-5" -b F,F. T2824-2/GGP60 52 , 41 BEDROOM 2- 11116" x 4'- 11 1b G - E T '-O" .F GG2852-I A5.1 _ EL.=t 1 I'-I I" I , !' T.O. 5TONE 1 N 1 1 " `f - I EL.-I!2'-5" 42 N Roo 2-O I/2 x 3-4 11116 . G: T �f A.F.F. 002440-1 1 _ } MAIN LEVEL��. 44DROOM 3 2',-Q 12 X, 3'-4 11/16" G E T n A.F.F.' 002440-I ----� I ;T— A5.1 I / "� '-II" '_ F GF5D5080 i. El..-110-0 45 BED ROOM 3 t ) ' - , LIVING ROOM 47 BEDROOM 3 41 N.x 51 STOM PENTAGON 13-4 A F.F. SHAPE 15-LDS-2 --- 2x 12— – ,------ i 11 N UA :06/21 1 - 07/24/97' I i / � ' EL.-}08'-6 48 BEDROO 3 2'-0 I/2" x 3'-4 1 I/!6" 7'-0" A.F.F. 002440-I 47j07/9� I - ' S -- I A5.1 i GRAWLSPAGE 4q STAIR ® ENTRY 4'--O" x 4'-U". 5EMENT I D 13'-2" A. .I.F. 002448-2 08/1�/q a -• __ 3 � '� POWER VENT 5� STAIR ENTRY 4'-O" x 4'=0" F X 13'-2° A.F.F t.F. 4 _ 08/2a/q 7 GRILL BEHIND 52 BEDROOM 2 21--0" x 3'-4 I I6 A F.F 002440-I t { 1 u 1 " 1 N - y STONE 53 BEDROOM 2 '� " " F 54 B DROC� 2 4'-II11 x 31_311 CUSTOM PENTA60N IL'-4" A.F. E 15-GDS-2 F` - 55 BEO OOM 2 21—p11 x 3'-4 I I I6" GASEM T _1-0" A.F.F. 662 4-40-1 ELEYATIONS 56 H LLWAY 4—0" x 4-O" FIXED 15'-O" A.F.F t,F; - N_ 1 N ` 4 I/4 -I , O r i A5.1 51 HALL Y 4'-O" x 4'-0" FIXED 15'-0" A.F.F.^ GG2448-2 - ' 58 HALLWAY 4'-0" x 4'-0." FIXED I '_011 A.F.F .1.F. 002446-2 s LOWER LEVEL NOTES: EL.=100'-O"� _ DIMENSIONS GIVEN ARE UNIT 51ZE5. CONTRACTOR SHALL FIELD VERIFY ALL ROUGH OPENINGS AND FRAME DIMENSIONS AND REVISE AS NECESSARY FOR PROPER INSTALLATION OF WINDOWS. r , -� - CONTRACTOR SHALL. PROVIDE SAFETY GLAZING AND EGRES5 WINDOWS WHERE REQV BY CODE. EAST ELEVATION - WINDOW MANUFACTURER IS RESPONSIBLE FOR VERFYIN& WINDOWS THAT ARE REQ'D BY THE UBG TO BE TEMPERED : P FOR WI HORIZONTAL LOCATION I EN s,. ��_ i - ALL OPERABLE WINDOW5 TO AVE SC EN510, D M 510N. � 4 I/4 -0 r g 0. } � 1 r k,. _ _..t L.. _ ......r , ... .. .:_�., s. ...a-•.�..�., ..-t,:s..s';...-_.�,r .tc,.... ..:.5.. r': .: :-._:.._, .1: '-:_ -. a. .... i:... ..moo _.. .... +..._:..id._.c.. .;_.1..:....'i'.,._ i_;.:_....— ?"�.._ .»k ....+._ .. _.r._.—...t_,._....,. ...s:.._ .. ....,:, • ..:'}•; OL UPPER LEVEL EL.=132--l" — — —— — — — — — — OIL UPPER LEVEL t EL. 120'-0 E �4 MAIN LEVEL v 4- kLIVIN& ROOM EL. 105'-b TT- N, FURR TO UNDER51DE OF STAIR A^ CAP 11 I ws". ENTf�Y I&T-o-AT-Q"Lc-Ap U Y�j PERIMETER DRAIN, DRAIN PER-EOOT IN GRAVEL BED. DRAIN I T.O. RIOC-E t1h ,d-\LOHER LEVEL --SL-O—PE a I/ TO DAYLIGHT, TYP. EL.=1371'-2" EL.=100'-0" T.O. RID J "I V) - 4" GRAVEL BED EL.=06, - — — — — — — — — — — — — — — — — — --I 4) ---------- > PROP GLO. PROVIDE VENT BEDROOM 5 BUILDING SECTION 2 1/4 1.-0 LAUNPRY BATH GA -:T"z r7l & UPPER LEVEL -0 "==A EL.=120'-0 �4 r/1/1 A5.1 COUNTRY LIVINO ROOM KITCHEN A5.1 — — — — — — — — — — — — MAIN LEVEL AL L ;=4 01-1 IJ LIVIN6 ROOM L . . . . . . EL. 105'-b CRANLSPAGE VENTED POLY VAPOR BARRIER 13ATH `*—PERIMETER DRAIN, DRAIN IN GRAVEL BED. DRAIN WdJ FAMILY/ 2NO TO DAYLIGHT, TYP. A5.1 MA5TER n r 4 OARAOE MK A5.1 r7l �4 LOHER LEVE EL.=IOOI PATE:06/2 STONE VENEER 0-1/24/c" J. Oa/12/cll Oa/2.D/�1-7 F BUILDING SECTION 5EGTION5 1/4 If:=I I-oil 1/411=11-01 PERIMETER DRAIN, DRAIN NOTE: IN GRAVEL BED. DRAIN TO DAYI-1634AT, TYP. PATUM 100'-O"= 1O45'-O" ON ALL FLOOR PLAN5, ELEVATION5, 4" GRAVEL BED SEGTIoNa A4*1 T.O. RIDGE T E'*- L I-3?'-2" — — — — — — — — ___ . — . — . — . — . — . — . — 1 VENT h T.O. RIDGE y . . c.: — ' — — t t l c` I BEDROOM 4 Q IL BATH G SET I h UPPER LEVEL - --pt EL.= 20,-0„ . I i NOTE: ;=4 . I \ FULL BATT INSULATION AT ALL EXTERIOR STUD IIII ' � 1 ll' WALLS AND STUD WALLS ADJAGENT TO \ i t u ,�.L ' ICI 6RAWLSPA6E5, TYP. \ .� KITGfVN REF RE: I/A53 FOR \ ji 5TAIR 5EI I'. GTON \ i ' ' RE: ?/A6.1 FOR V d RAILING DTL'S. ' MILLWORK THI5 10 AREA r� A5.1 I I , 'II itJI MAIN LEVEL -_ po LIVING ROOM ' -- - STONE VENEER EL.=108'-6" — — — — — — — — I — — — — — — — — — — STONE VENEER I DEN/ \ FAMILY/ STUDY \ ROOM RE: ?/A6.1 FOR 4 .: AREA ILLWORK THIS ENTRY \ / / \ / t A5.1 il'�I I'll l ` BUILDING SECTION • } F I I — 'I-III hLOWER LEVEL i {ii' — EL.-100'-O" - _o = I/411 II_Ou a',.. .: .. .. ..'t s f,., ,. ...:c. b;k, .,A,,. .p..., t'. ..,�. 5.,,'#�' .. ;?�'. +.-6:1 .. !• " ;?Ft 3 v .. ,r?: ?...•v.:d, '�s ?�..t'i..~a.��4 k.l ,J... 6' t. -a :y , 'r R-11 IN5JLATION AT FURRED w : WALLS © �..Je:�:'a� �;�!�.:�:�a f.. a; `u s. :�: rf:�. ?�. +,M;<fl �• �� :.� .�.y ri PERIMETER DRAIN, DRAIN PERIMETER DRAIN DRAIN IN GRAVEL BED. DRAIN IN GRAVEL BED. DRAIN ! • TO DAYLIGHT, TYP. TO DAYLIGHT, TYP. �4 4" GRAVEL BED h T.Q. RIDGE — — — EL.=133'-10" •� 4•,i 4 SOFFIT VENT - - - - --- TH15 AREA SOFFIT VENT h T.O. RIDGE THI5 AREA - .f BEDROOM 3 / � / r i UPPER LEVEL I fill EL.=120'-O" — — — — — — — � MASTER BEDROOM A5.1 A5.1 8 51M. 0 A5.1 CLOSET MASTER I ' BATH A5.1 MAIN LEVEL _ I EL.=110'-O" I - — - 6 \\ GRAWLSPACE A5.1 \ VENTED j 4 / DEN POLY VAPOR BARRIER - PERIMETER DRAIN, DRAIN I II II I I! IN GRAVEL BED. DRAIN A5.1 / I I I III TO DAYLIGHT TYP, DATE:06/27/9'1 Al i / � II ail tll III: 'I ! II I. III i�l III III ll IIl 'II l ' !I� "Ill ' I �i III ..I '' ' STONE VENEER / RE: 7/Ab.l FOR IP,I111I Ilka_II I I III-III .II _i I III, 'I 11 illl it OS/2 /c" II II t-II, (II ll III-, III n IT nl 08/12/9" l u� � I_II' au li-ul jll � �n I' I�r a I I• l Ili I t l III 111 i' I I I 08/28/97 MILLWORK THI5 AREA s1 �LOWER LEVEL BUILDING SECTION EL.=100'-O" f ,� a�^ s, : . b ' �. — — — — — — — — — 5EGTION5 .:a:t..Va.s... I� A': _.:1� a... �. .. x,; o,x i"' 1/4"=I'—oll ; 1/411-1 1—OIL NOTE: DATUM 100'—O"= I08'—O" ON ALL PERIMETER DRAIN, DRAIN FLOOR PLANS, ELE�/ATIONS, IN GRAVEL BED. DRAIN i TO DAYLIGHT, TYP. A492 2 1 4" GRAVEL BED �' Y i. tir. 7 S J., .ir Z T IN � � ' EX V _ T 77 ARGMTEGTIJ"J� ' P&ER KTLE LANDSCAPE PLAN- 100 L I ONSk)POE' LOOP 5UITE�'.5" A1.1 VA I L, r,�,OLORAOO, =L, PLAN A2.1 LONER�, L-_FVE PLAN A2.;2,. M LEVEL'. :,o AIN AN ARGHITEGT A25 UPPER;LR; VEL PIL RKD A2.4 ROOF PLAN 1000 LIONSRIDOE LOOP SUITE -7 ORADO 5165 VA I L, GOL A3.1 NORTH/50 _QTH� ELEVATION ELEVATION 5T EA -1O)4-T(q-cI22b A3.2 5TME-10)4-76-c1023 FAX cl TION 142 A4.1 DUILDINO SEC BUILOINO STRUGTURAL EN(51NEE A4.2 �5EGTION 3�4 MONROE NENELL ENGINEERS ' HINDON A P.O. E30X 159-1 PETAI 1-5: AVON CD A5,2 ROOFUETAIL5 A5.3 PETALS Lo -70)(44q-4054 FAX HINOON 56 04 HEPULE/INTERIOR ELEVATIONS Ab. SURVEYOR LOT STRUGURAL do LELAND LECHNER P.L.5 P.O. E3OE3 3463 51 FOUNDATION PLAN . -7 VAIL, GOLORADO &16>5 52 MAIN LEVEL FRAmo P 53 UPPER LEVEL. FRAMING -2 a-12 cl(b POJEGT NUM13ER VR4 54 ROOF FRA AN', MINO PL_ DETAILS 55 GENERAL S ...... .... ... ............ 7-------------r .01 IL LOT 2 i y It=- d 17 C K (i I Z-5TONE CONC. PATIO� , VER5 13y TH VF ALA .0 APPRO, OF VAIL lov jet4 fk- Es 1306 D PARKI 5P A&VC K FA5EMENT, 5 1 ZE �4 SPEG I ES OT L\v_ - - - NARRONLEAF GOTTONV400 IA-L-FER "POFU,[_U5 AIIJOU5TIFOLIA' 0 R L^R.0 i��_K -41 E ... .. ...... . ....... .. ...... RIJ(,E -ALLER ... .. .. . ... ......... .. ........ LOCATION OF ...... "PIGEA FUNOEN5" ELECT. MI;jvm EXISTING ASPEN .. . . .. TREELINE ... ........ A 11 ....... ...... .. ORNAMENTAL TREE 2 6AL I PER, "MALU5 DAL.od,,. L.AROE r�)OLOQ GRAB LOT 3 4' CONC. PAN - ....... 106. 9. �90 W 2'1�INVEkT UB,3> 5L OAL-LON BUFF-ALO 10913 UNIPER 4 'ALFINEL GURRANT OR LAROER PROPOSED OATE _URE3E 0 ARFA5 TO F;ZErEl\,/E NATIVE 5E EP:AND RA55E!5 OLD ALL 0151 IRRIGATION NOTE5: . (�ONTOUR5 AT 2 IN R\/AL5 DRIP IRRIaATION:�AT PLANTER55AND FLANTIN(5� BE05.. TEMPORARY RAIN'. -r-7 -21A TOURS AT, 10.1: 1 NT�RVAJ 'bEQ AREAS. E I E. !:-;Pi;�JNKLER' 5Y ftM AT LANN XWiNO. CON 131 RD5 1� C T ZON AREA5 ` '3,4 p 2 HUNTE R N 0 UR5i A Z 1 INTEZZAL5, f? 2- 4 ^Np Z3'_SPRA -3 %01 A NO 0 P L PRO 'LAN, "�'A�p po I O' L I NTE '/AL5` %0 ',CONTQUiz�S:AT k\ A r PA NO 1 10. ROVI PE �3 41 6' PRO p Rr=A - To 6 50k�" f�A MINI �IN )k,,I" r4% b'U" 15'-0• b'-O" 4 \ I-8 I � , \ 4 m a GONG. I '` PAVERS \ \ _ OFFIGE GRAVL PAGE I PROVIDE I � I I I 1 • !1 ■ \�, \\ _ PANEL 1 4 \ I J PL N R 4 AGGE55 1 \\ - - - - - - fT . PLA LANTE 680, - - - - - - - - - - - - � ,K � �I 1 5T N UP 1 FLAG— O , 1 ii I �5TONEI A26 I 1 T.O. WALL _ � ; __ h� ENTRY 1 5LOPE5 �, w IF 1 I o 2 U l ��1 YI FIN. FLOOR I 2 w A4.1 EL.=10 I I A4.1 r�— T.O. WALL �FLA65TON ' I I �Q SLOPES LAND I N6 I 1 pi 1-/-� F4 !ENTF Q \\ ECK + �, 4 P+�� •. s \ - - - _ _ _ _rAE'30VE PLANIR C.l.A I PNffEr? - ,- I EL. q • - - - - -I 4 1 I i I PL n MEGH. I HOOD o I THRESHOLD I `� T.O. 5LAB g68 I �` 7 ■ 286 �,. 4'-Q° 8' L T ' oo - - - - - - - - - - � N _ l ■ 4 2868 �j� / O 2468 I PECK ABOVE2868 1 -r 6 I 1 .�.i PROVIDE GRAWLSPAGE A4.1 Up I i ; AGGE55 PANEL I A4.1 l� i CCARAC E o i O4��■ 51 :1 " b'-II" 4' O" B■ I — J \\ I I , � I ob8 4 I BEDROOM 5 OIL - - — — — — — — — — - - - -� T.O. 5LAB I NOTE. , DATUM IOO'-O"= 108'_O" ON ALL >. i FLOOR PLANS, ELEVATION5, 4 I SEGTIONS. N r DA .06/27/gT x•, 5'-ll�' r 5'-Ii 0,110 q7 LOWER LEVEL vLAN 4 I�4 11;(I_O ll FLOOR PLAN 1/4 A4.2 41'-0" TOTAL CRFA= 4,084 5.F. NORTH w. k LOWEf2 LEVEL GRFA= 8-73 5.F. CARAOE OFFA= 5&1 5.F. Xt:4 r . t , kj 4 I'-5k 2'-Oi" 2'-Oi" T-5 " 2'-0■ 2'-.O", 2'-O' 1'-51, FT _ O O �r 31 I v IL Q T.O. DECK = I 4 r,5 Espk SHE VE5 34 ABV. � _ _ _ _ 33 { MA5TER G 05ET BEDROOM I O _SLOPE I/4" I ( I I 4 4 3 PER FT. MIN. I I {) I 4 3 — A4.2 5-6 b-0 14-I b 5 2 3 c0 8 — A4.2 ol AB E - i I ' STONE I I BENCH DECK a 680 V 35 36 I t- MA5TER 4 r-8 " 2' bi" I I- BATHROOM �frr I GP a TILE 680 E) _ o Q OIL T.O. 5TONE OP N OPE B ON BELO /..it - % HOT ^ - - A4.1 A4.1 h�yyqq I f � DN _ _ _ _ _ I 2680 ' Q a- ti r C - - - - - - I T.O.L ALION 51 LL m 680 o r--- 1 I 5 --- -- 4 D 1 N I N� R BATH ° pOK� II a O - m . 12 m O FU OC FIN. FLOOR FAMILY ROOM 14 BV 680 ' I 10'-0" 13 5a1' 3'-I1�" IS'-b�" �II 2,_1. �" il'-b�` �n b'-5 � 4'-0" 10'-0" A4.1 o � k� t�1T O" b _ uP I V I N6 ROOM GPT o D LFP- YlT.O. DE FIN. FLOOR EL.=106'-6" SLOPE 1/4" -I I- - SPER FT. MIN. ' BUILT-IN SHELF o O15 � L _ 1 BREAKFA5T 23 o KITCHEN I NOOK Y m m I m 2 r—a 16 NOTE: 010 0 21 DATUM 100'_0"= 108'_0" ON ALL -. 18 OiO Q 5'-u�" O 2'-b#" FLOOR PLANS, ELEVATION5, L ` _ m 0cz � o I 4 � SECTIONS. . V 19 DATE:O672�/97 p� 07/07/g7 4 ,ON 1VIAIIe1 LEVEL 'Y.AN FLOOR PLAN A4,2 TOTAL O RFA= 4 084 5.F. NORTH sb'-o" MAIN LEVEL C�RI=A= 1;875 5.F. - : : ?"y t 1. Y , r 4 A4 2 �✓V� — — — — — — — — — — — — — — — — — — - --- - - 0"I GL - - - - - — _ - - - - - - — - - — — -– - - - • � T �yPROH 51DE AREA. ► ' I Q ■ 4 - - - - - - I ► I '�. GL05ET Q L - - - - - - - I . I 1 x �wooD l I w DECK BEDROOM 2 I m T.O. DECK Q Q 3 - - - - - - - - - - - - - - - -- - - - 206e op 5,_b" 34" 1- " 12'.-0" 5 4 AE3Y. lo J BATH 53 I ;- / 246 \ 52 I LINE OF + 0 Q L - - - - - - - 1 ' I \ \ m I�a'-O" CLG. ABOVE I , 2 Ib8 I Q �- -- - - - - - - - - - - - - - r - - - - - =-�" I 56 I �- \\ I I I lo'-0" a'-10" Q . I \ I I I r1 NOTE: DEVELOPER RESERVE5 THE RIGHT TO MODIFY I y\57 P I 4' I OR SUBSTITUTE DE51ON DETAILS OR SPECIFICATIONS I w I = WITHOUT NOTICE OR OBLIGATION. OPEN ' I 2 I- - - - - - - - - - - -}- -- i I BELOW 50 I 2 A4.1 / I I A4.1 - 3-0 I DN 37 I "d / BENCH ■ I \ � C p1-011 I = b i 2 m GLG. • - -a — � .. 4 1- - - - - - - - - - - - - - - - - - - - - - � -��, FIN. FL OR AT - - - - - - - - - - a'-lo" ' READ IN 6 RO Q I I � { �LIi�IE OF 24b8 I ( – UN ER- T.O. DEL 1 ., L F ME 2668 j 3 CEL.=119'x-6" 0 0 BEDROOM w000 I _ N � 1 I i i � A4.1 Q I 46 ABV. _ I 4 BATH 06 -� I - -- -- - - - - - - _- _-- - - _ _ - _ _ 1 1 " " I " " I NF-= I m . I e8/-01 I�LIN L�rUND F I I -' lobe i FRAME I \\ • 4 ►- BEDROOM 4 G O _ J I I _ NOTE: 1 I I VENT DROP i DATUM I00,_O = 108'-O" ON ALL L — — - - �"P• FLOOR PLANS, ELE�/ATIO 5, • 4 - - - - - - - - - r-- _ --- _ _ - - - i f I Q � SECTIONS., O 41 I PATE:O6/2�/91 - - - - - - - - - 1 = - - - - - - -- - - - � 4'-0" I6'-0" 15'-0" II'-•O" 10'-0" le UPPER LEVEL FLAN I ��_ �� FLOOR PLAN 4 1/411=1 I -O 1/4"=V-0' A4.2 TOTAL ORFA= 4,084 5.F. NORTH PP RF = 1,336 5.F. A4 UPPER LEVEL G A , rF*'* - d ,.. - - r� ;: - .. _ _ ..f , - , - -, - y ' - - - - - ` ,. �. , $. , ,.: -• - _ - . . . I _ , . _ - - _ t. YR_ }� - - _ '. I I r I 11 ry .I - .1, I . ; "I � , . . . � ��1.,,�, , , - . I . I - I � � . . � I I.:,." . I . ,.. I . � I I � . . �A. s - . . . - -- -- - "- -- _._.. .-. --" - ._.I I CII -. . : r --- ----- --- -- ---- -- - - ----- - - -- -- - - - - - - - -- ____ _-'------' - ---- -- - -- __ _' ------ __ - -- .-'- . -_ - -_ —- ---._-- - _— ___ --- T O: EAV�= 126'-6" iv � O ------ -- �------ -------------------------------- - — _ _ _ . -- - - ...- ---- .- -- _ --- --__ -___ _ . - - - --- .-..---- __ --- -- - -- - -- . -- -- --- . __ ___- - _ - --- --- - - - - -- - - -- -_ -- - -- - - - __ .. --- - --- - --- - - - - - -- _ __ - . r -- _- _r- = - _- --LL -___ _ --.� -__ ------ --- -- -- _ -- . _-- - --- -- - -- --- ---- - - - --- -___ - -- a _ . , _ _- - - - I --- - - _-- - -- - -' -.- ------ - - __ _- - _- - -- - _ - - - - - -- _ - - - - ------'--_._ T.O. SAYE- -- - - _ 1251-2" .. - - _ I -- - ' - -- - - - - -- - -- - - - - - - - --- -' - - -- - - _ - -- — -- - --' ---- - -- - -- ---- -- - _ --- -- -- -- - __ __-__ -- -- - - - --- - . . -- I- __ - --,-- ----- ---. -- - - - - _ - -- --- - -- -- - - - I _ _ - - - . --- -_. . -- _- _ _ -- - -_ - - - - --- - - - - -- - ---- -- I r, . - - ---- __ . - -- --- - - -- --_ - __ -- ---- --------- -- -- - -- ---'-- - --- -- -- - - - . _- .----- . -- - - _ . _ ---- _ _ 141 - --I-- - -- - -. __ _ - --- ------ -- - __---- __, - --- -- - -- _ - -- -_ _ - - - - - --- ------- lt.c�rr� 1 M - _ ___ __-_ _.- _.._ -_ _..--.— —.__ —_._ _-- .� — .... - f -_ .-. -- - - _ -- - . - - - . .__ ----- --, - ___- - -- - - ___ - -- -: -- - ' --- - _ -' - _ - - -- - - --_ - -. -- --------- - - - -- - - T1'P. RIDGEg 1�4'-10"- -- ---- - - ---.- --- -8:12,TYP:- -- -- -_-_-- ------------- RiDGE= 1�'-14°- - - -- --- - -- --- - ----- - - -- ---- -' -- -- ----__ -- -- -- " -..-- "--- ---_..- - - _ J -- . --- - - -- - - -- -- - I - - - _ - - - -_ - - - _ - -- - .-- --- - ---. - _ ._ ___ _.. - - k -- -- ----- ------ -- - ----------- --- --._--.------ - -- - - - - - -- -.- -- - ..--- - - - -------_- -- - - - - - ----- ---, ----- I-- - ---- - - - - - -- - - . _ - - ----I--- - --- ---- --- -- - -- -' ---"-- ______ ---- -------------'.-- - --- --- ____ __._ --- -- - --------- - - - -- . -- - - - -- - -- - - -- - - - - .- - - - _ -- - - -- - . I I - - _ - - - ' - - - ' - -- r ,. - - ----- -------- - - -- -----=----- - .--- --- _ ----- -- ---- ----- -- --- -- - - - - - - _ - I - . __ - - - - - --- -- --- -- - - - -- - -- - - - - . - - - - — -I : . II I -__ - - - -, -- -- -- _ — - j - - _ - _- -- --- — 1 { I , — —' —-- — — I I i ii I ---TO;-SAVE- _I - -- I -- -- - -- - I ' -- -- -- - - - _ -- ---- - - _ -- 1'2± -2" "- -- t- -.-- - - I- ---- -- . - . - - - -- _._ _ - -._ - 1. ... _ i , ! r ' , I' I , - --- _-- ---- -- - ----- — -'- - -- - I � , . — I — — -- — — — —_ --- .— - - . I ------ - - ^ ! III , 1 I i t I _ - - -- - ; � I - _ _ { 11 1 I 1 I j 1 I i - - ---- ---^'------�---I O ' ' I j I I ! + I i - -- 7 I I , I I I III t�- - - - - ._. _ . - . I I _ I I -: _ I-_- - - - -- -_ --. - - __" __- _ -_ I I I i ! I _ I I I 1 I I T.O. EAVE= 126'-6'' - i IIII ! I- I --- - ' � j 1111 , III11 ! „ , , III I i1 I ! ! I ' I II ! III ; I rQ , � T OI AVE - I ; I I 11 1 I j 1 1 1 j I � I IIII I I � � � I _-x+16 I I1 � I I 1II - ii ! I 1i � 1� o - ___ -- - ------ -- I I ' ! ! i a 1 I I I I I I I I I . - - - - - II ; I ! i jI I JI ' ! ! ; ' JrI . __.- __ I. I I 1 i I , . __ __ _ --_ - I I > I . I� I I , a' ! I I t I i � I - -- . - -- --_- 1 I II I I 1 � ' -- -'- - - - I i I Its jl � ` I I `, jII Ij � II I � I 111 III I , . 11 I . R DGE 120'= I I I + i 1 I ' I J 11 I I I I ! - -- - - -- -- --- -- ! + + I I11II I IIII ! ., I i 1 ! I1 111111 ! I - - - - -- I i I l 1 'I' - -- - - - - --- - -, �I t I ; I I ll 11 I j j t IN I ' ' � III I 11 ; { 11 ' I Ili ; ! 1 . . - - - -- --' - - j I I I I { I I j I ! I 1 ' I . - ---- - - I I l + I , i C { 1 1 _ - - I I1 I � 1 ! ! j i II { 1i ' , i I ii I , I ! + I III IIII 11 ; a � I ! I , ! , 1i1 I ► ! � �- -- - II I ' 11 II I l li ' I ! II It ; - - TO- a. 1 I I ! ! I I I 11 I I 0 , .1 I. -- 11 I }. I i I 1 I i 1 I a 11I ! - IIII ) 1l I I II I � , ? I � i � ji III I 11 I ; ; IjII 1 i I I I I I , 11 ! Iil1i . - I I i I ; i j I I 1 + l I I l I 1 1 I, I I I I I 1 1 ( 1 tI I I i 1 I , ��� I I ' ; II II IIII f III 1 I IIIII , I � ' I b I ! i � I1 ! III ! 11 + 11111 II ' � I I + ! II II. -±- 1 �1j11 �� LOCATION OF I I i I . i ; I: j I ( ; I I 1 l I I 11 i 1 I r- -r I StdOWEENGE I i I I ! , i j j I r i I III 11 1 I �-[ f I I ; I I I I I I ; I I ; r I I I I -- ----- - -- --- i I ! I I ! I I ! I I I I ! ! 1 I ' I li j 1 /�. __ I + i I i I i I I i + i ( j I 'II O __ - ---- --- - - jI j t I I I 1 I I I + I I I I j I I i ! j r. 11 0 r. I I I ----- _.. _--- _ -- _.. _ -- - 1 ! i j I I I I I. I I I I 1 I i' j I I I, II I , � I I I � � 11 , I 11 111 ! I I _ - ..-- -._ .- -_. I I 1 _ I ._ ! ' I, ! I I I I I i I I I T.O. SAVE J30 0'_ _ _ ..._ I I 1 I ! , 11 I + I t _ _T.O.-EAVE- t22-O i _ _ l . I - _ __ - -- _ . ------- --- - H� 1 I —� IIi I ��rE: � ! Ij + i li I Ijii � � "1M"� i I — N I III I *4 � i � I� I I I t 1I I � , II � I � f 1 I ! I , I I _ - I _.._ . - ... ____. . _. . ._ .--- _ -.. -- ., . ...._. .. - _ .. _ — _..� - - - .-I . I i1 I IIjII { ! ili 111 I '-� I I I i ' I I -L-' L b I I . 'L L L ... I'11. I . L . I i ; I ,I _ IQ ; I 11 I ! - . - I III I11 � _._- .- -1 � - ' " � - ' ' - --- - ' T.O. SAVE- (. I i I _ _. _ _._ . M L, ;V ' *- -- __ .r J.. _ _.. . I - - - -_-' --- _.__ ._- - - --'_ - - ----- -.- _ . .- .. . 124 b r - __. i -. . - - - - _ ._ _ I ,. r I I I /....----.-----i I ' I1 , __ _ . .__ . . I __ _. __11 L j I !I } II - _I�c 11 ' ' I ! ; 11iI 111 1 IijI t �. - - ' __ — -. . _ . _- .. -.. , _. _. - . -__ . L _:. . - i I i _ ._ - _ -- - -_ ' --' - ._ . ,.. . _ --- ' . . .__._ _. .- .- ---- -- - - -._ _ _. - __. _ _ __-- -- - . - .- - ! ! I I I I I I N 11 I i 1 I I I_ I } I ! I i ' : ' I �o I I I RIDGE- 13F�-0"_ ._... . _.._ . .. - -- . . . . I I , f ! 1 1, I I I I I I i i I I .r.. I i 8�12, IYP: I �i�i I : i II I ; . . .. . _-_. --. . _ .. . I O I I _ --_ .- ..- -- .- , . _ ..__ ._ .. _.. .. - -- - . _ 1 _.. i I _ _ I - . - -- . _ - - _ .-_ I 1 04 , _ 1 I ! ! I I , I I , 1 ' � I1 _ __. I ! I 1 , I I - L""'_ _ __ I I I � ' � ! , I I 1 f. 0 II I I � i I I 1 _ . _ . I i I t� 1 I I I I I I . . - . _ . ..-_ _. . - '- -_. . ! I C ,■ .. . -- . - _ ., _ .I_ ... .. . ... -.. ._ - 1 I I . . .. _ .- .. . _.- . _. .--- - -. -- -. . - -. .- - - -__ 1 04 L I 11 !. I I1I _ I .- . - - - _ - - - . .- . I I j ! i ' i I I I . . -. .__ . _. _ . . -'- - . _... - - -_._ ._... -- __1. I . I - . . I ...._. . . .._ ._. __ ...._. . . ... . .---- .. -. I� J � I I ' I I I i I I I ! I + I I 1 I I 1 . . .__ _ I _ . u._ _ . - . - . I I __ - _ ._ _._. j I I I I i I j ' I _ . . ' I ! I 1 ! i I I : � I i I i ' � I ! I ! 1 I 11 1 1 I I ----� ' i I F4 . I �_ - I ' I ; , I t I I , j I . 1 I 1 I 11 II ,: 1_, .. I ! I l I I i I: l I T.O. EAVE= 130' O" ! 1 ! -- 'I ' -._ i I i I' 1 11 11 ; 11 I � '� I I � I � I i ! j I Ii L , Ii 1 III p ' ! 1 i ' ' jj ' I , II I, I IIj ( i : - _ . . .-- - -. ._ _._ . - -_ - --- - , _ _ I . j ! I , i , t I I , 111 ai Ib I , ! l it I I' I rt�_,—r I ! ! , I -r -;- ,J NOTE. ! I j I ! I i 1 i r r-- - +--f _ - i I i ! I I I i , tit I I ! I r DATUM 100'-O"_108'_0 I' ON ALL , .� - - I ; T.¢• A1/E= 122'-0" _ _._ ( I I 1 ! ! . _ - j I j ; ! 1 i I I I I I I 1 1 1 1 I , I ! I i , , I I FLOOR PLAN5, ELEVATION5, L. ;I 1 ! I ( III j LL.,- - - ! I II, , I I I + 1 ( j t I i I t l +' I 1 I 1 I 1 1 i 1 r I j I p�� . -- --_:. _— ---- - - -- --- -- ------a 1 H ! I I I i I ; ' ; I; ! , ; I I S�EGTIONS. 1 . - ��� 1 �� I� I 1 i I I 1 , 0 .I I , ! iI ii , . � 4111 I i I i , , , 1 I I . I I i i ill 1 1 , I ' I J_ 1I x-7 DTI � Ii'.�I �.�. �-- j j 11 I `'r� I ! I I I I f I I i i I ' I i I DATE-.O6/21/`v I nl I + ' I I I j I j I I + I I O"1/W/91 . 1 I I r ' 1 I . I . I . ' I I I� I I ' I j 1. .. , �, .,.�I L I r L I � .. - �. � I . . L . ROOF PLAN IR001= PLAN. � L L I L . . I . . L I I I I . .1 I I L L _. . , � 19 � � , I '? , � I . . . I I . L L - . . - u . .1 �. 4. NORTH { . ► :4 14 1 - . .L I . . I . L - ; L I . . L I . . ��A,'"'"-?.,'� : . . . . I I . I I � . . . - . L . I � . . I L I I . I I I 11 . I � . I I � . � I 1. L.... I 1. I . -�;� 1 - - .I . I I . I I I � . I . L I I i1 - _ _ '" �, ' -� RIDGE VENT,.TYP. 1 GEDAR 5HAKE5, TYP. R5 GEDAR FA501A OL T.O. RIDGE E 11,_2 -- O OIL T.O. RIDGE _ __ EL.-136'-O" — _ _ _ -.,..- �--. -�-�= . - - � � - - -_ LIGHT FIXTURE OIL T.O. RIDGE - — T.O. RIDGE — — � — � — _ EL -133'-10 - A5.2 12 OIL - _ - T.O. EAVE - - - - - - b EL.=130-O 2 -. - A5.2 - I T.O. EAVE T.O. RIDGE EL.=12T-0 112" _ - - -- - C1 .=126- - - I � J g52 OL T.O. EAVE - 53 55 ,. I I I LIGHT FIXTURE i _ _ I BOARD 8 BATTEN SIDING, TYP. UPPER LEVEL - _ I EL.-120 O METAL d HOOD RAIL, TYP. II I l j t I I I , I STONE VENEER, TYP. I . I i i 22 24 I r I \ / i T.O. STONE I I i 1 I i T.O. STONE �MA1N LEVEL — _ _ — _ _ _ _ — — — — — �"-. — - — --.— — — _ _ — . _ . — . - U ___ - A- \-FEL.=11O'-0' _ n OIL E - - _ _ . _ . - . - . _ - . - - . _ . - . - . _ NORTH/REAR ELEVATION • 2 1/4••=1 1-0 11 A5.2 A5.2 R1I7GE T.Q.�1-2" .. . _. . . _ RIDGE VENT, TYP. T.O. CHIMNEY �- � - - W EL.=136'-2" _ q OL T.O. RIDGE _ _ _ _ _ _ J . _ ( GEDAR 5HAKE5, TYP. EL.=133'-10" ISM T.D. RIDGE EL.=132'--i" II _ t 12 ._ l � R5 GEDAR FASCIA , 4 - T.O. RIDGE - _ A5.2 EL.=12(.l'-10" — ...-.�.. �.. � �. — T.O. RIDGE 2 EL.=12q'-6" A5.2 M~ T.O. EAVE EL.-126-6 I T.O. SAVE —_ --- -- -- 12 N EL.=125'-2" -- --- - - 3, T.O. EAVE I " _ . 14 8 I EL 2 6 " I b TYR 2 � 34 5 5 I 6 57 8 P. O O O O i 14 I T.O. SAVE 4 T EAVE y-- — I i � 1 EL.=12O'-O" L I - EL.=122-O I I . BOARD d BATTEN SIDING TYP. 2x12 2x12 2.x12 I � � -� BO , �_UPPERLEVEL - EL. 120'-011 I _ 2xI• ; I 12 xl2 METAL d HOOD RAIL, TYP. R OIL T.Q. EAVE L45-.,,HT F4X�URE— / \ - - - - / A5.1 EL.=116'-411 7- - -\ / \ _% --- - - - _\ -- / j GUT 5AN05TONE, TYP. I T.O. 5T22O11 NE OL T.O. STONE _=� - -- -- ---- - 1__ \\ // T 'STON11 EL.=III -II — — _ - \ 1 11 •--�._ ___ ----.. _ ____ _ -_ _ L MAIN LEVEL DOOR LANTERN LIVING ROOM - - G 5TONE VENEER, TYP -T.D. STONE AP ,I iI r R, O1/O�/ql O Q NOTE: ELEVATIONS \ / DATUM 100'-O"= 108'-O" ON ALL I/4"=I'-O" R E -- - -- -- - -- - - -- - - - - -- _ _ _ -- - -- - - _ _ _ + }-I .�. - -± - - -- - - - - - - _ _ _ _ _ _ - - - - _ - _ _ _ __ _ _ _ _ - -- - - FLOOR PLANS, ELE�/ATIONS, LOWS L VET` LONE 0'-0° 4 SECTIONS. - GARAGE . — _ . . . . . . I i__... t -, UTH/ENTRY ELEVATION EL.=q7'-O" LIGHT FIXTURE A301 po ON EAGH 51DE s� T.O. RIDGE EL.=133'-10" 0 _ T.O. RIDGE T.O. RIDGE RIDGE VENT, TYP. EL.=12a'-6" 2 A5.2 GEDAR SHAKES, TYP. h T.O. SAVE EL.=126-6" OL T.O. EAVE --- ---- --- - EL.=125'-2" RS GEDAR FASGiA OL T.O. EAVE 2 TYP. _ EL.=124'-6 112" T.O. EAVE �� J EL.=122'-O" OLUPPER LEVEL 3 _ EL.=120'-0" ROUGH SAWN 51 D I NCB La 2 A5.1 _-_ _ - __ METAL 4 WOOD RAIL, TYP. r-r-'� -- _ q Lam' 25 ! OO 30 32 / � \ \ GUT SANDSTONE, TYP. � I STONE VENEER, TYP. 0--3 T.0. 5 - EL.=III'-Ii" U po L MAIN LEVEL EL.=110'-O" LLjl LIVING ROOM - EL.=108 U BOARD B BATTEN SIDINCC, TYP. - _ �'I O • GRAWLSPAGE POWER VENT LOWER LEVEL \-F EL.=100'-O" - - - A5.1 - - • •r4 LIGHT FIXTURE ---- _ _ VENT FOR I p O •p1 GLC. DROP A5.2 _ T.O. RIDGE OIL T.O. GHIMNEY EL.=13-1'-2 " EL.=I36'-2" 12 T.O. RIDGE r �� EL.=136'-O" e � WEST ELEVATION 0 T.O. RIDGE � 2 EL.=133'-6" 1/411=I -0.. 0 F� A5.2 T.O. EAVE pw RIDGE VENT, TYP. EL.=130'-O' 8 T.O. RIDGE � M GEDAR SHAKES, TYP. \ a 4 T.O. SAVE N r -� I_ TYP. EL.=121' O" O R5 GEDAR FASGIA _ _ ___ _____-__ __ 2'-O" 2 TYP. 43 .1 T.O. SAVE — EL.=124'-6 8" 3q 4O 41 F� T.O. EAVE EL.=122'-O' 0 UPPER LEVEL 0 EL.=120'-O" BOARD $ BATTEN 51 D I NG, TYP. - __---- -- -- -- - - - —_ GUT 5AND5TONE, TYP. -- - - O 21 23 STONE VENEER, TYP. METAL d WOOD RAIL, TYP. IS 17 - --- -- - T.O. STONE \ -- - -- - — TR'503Ne EL.=III -II MAIN LEVEL - A5.1 EL I10'-O" LIVING ROOM V4 - - - - -- -- - -- - — _ -- -- EL.=10e> NOTE: DATE=O6/27/a-r -- — , - DATUM 100'-O"= 108'-O" ON ALL o7/o7/ar s FLOOR PLANS, ELEVATIONS, SECTIONS. GRAWLSPAGE POWER VENT ELEVATIONS 4 A5.I EAST ELEVATION r _. — _ - -- --- - --- - — _,-_ ---- — LONER LEVEL EL.-100' O" i A3*2 r :, 9 ' . y : y. .. , , n w > : ,: .,, -, ., - , , x, _. : ' s. , .. . . c, - - : i : r d ,. .... ,r,. .. -- ,-: .: ..f .:.e .. - !. .. - - - F . , ,, h. : „ . ..: ya. . , :,,•, . , : „ , ..a:_ ;+ : .. .. - n J�Ut?PER LEVEL ,... . , T '. _,_ . I �1. r - - E , 3 l ... s ., , 2 _...', r -, . h, • ,;,,, . . . . , ,... . . E _ . ,. - . , , . ;' . ; , - \/'. - � `, UPPER LEVEL ___: . — . . F E--L. #20'-O" . `;. T11Ij�11 . ;:: 'll ? 1�. " i Iy , . . 0 ,h MAIN LEVEL — — - — 1�C�C-7 i ., ' EL.=1101^OO . oL_IVI_N_G_ROOM . - . T , .— — - . — . . — . — . — . — . 0 ESL.=1pg�-6" r�' ' - o 0 ENTRY i, { �� "0 ; y- 1 � ,r 1 jl ; 11 1 ii i �, :, ,, I ` o - r - �' LOWER LEVEL .-'-- _ — — — . — — . T.O. RIDGE . — . — . — . — . — . — . — . — . — . — . - . — . — . EL.=13�'-2 THIMNEY — _ — - — . — . — _ T.O. RIDGE . . EL. 36 2 ( ,. EL.=136 O 0 _ - �' , -- - - : -- -- 0 - - -- , _ BEDROOM 3 . __ ,,d ._ . __ DROP GLG. . - - _. _ .- _ . . . - _- - . - _ _ PROVIDE VENT B LDIN E TI 2 UI G S ON ' .: 1/411=1 1-011 .- -. __ - ..- .. _. - __ •,.1 . . BATH LAUNDRY , . _ ._ _ . _. l� . . - -- c� LIVING ROOM „ . _ . --_.. . . — . — . — . — — . — — — , — . — • — — — - - - - . — — UPPER LEVEL rl EL.=120'_011 M . - { 1 ,, . i � N . � i i I`AMi LY M " 11 ROOM ,� // �� DINING ROOM ti - _ - ,_ - . 1 _ 1 � _' MAIN LEVEL o. - — , — ____ — . — , — , — . — , ._..-. , — . — — . — . — . — . — . LIVING ROOM — ____ _ — — — — EL.=108'-6 GRAWLSPAGE BATH . %. . &ARAGE ,: — . — . - . — . — . — . — . — . T — . — — . ._-_� . . — . — . — . — . — . — . — . — . --- . — ' — LOWER LEVEL EL.=100'--011 0 O�/07/97 NOTE: .. DATUM 100'-O"=108'-p11 ON ALL . FLOOR PL AN5, ELEVATIONS, . 0 - 4 5E6T1 N5. _: . 5EGT1ON5," V4"�I p� , B I TI N - t 4 - - , - /4It=I1_p11 Y . rr.. R _ , . . 1 . : . _ - 1 . . y ,, , . ' . � ' . - 'i". a r .: - ,. , .,. .• .. , r:. x • . ..f .:. +. r : .. , v. . T.O. RI176E _ . - . _ . - . _ . � . __ - _ . _. - . - . D EL. =137'-2" - - - - x - - - _- - - - - OIL T.O. RIDGE F � VENT II: h_ _-- -- - - - _ BEDROOM 4 -- T CL05ET - BATH UlL nll� ' I II II ih� i I i,"�� I �I III , I I ! VIII II;I IIIII III •' .. �' -I—',hll III i l I IIIII I � I ! 'II ' I I III L- . - . . - . - . Iflr 14 lnI�I- 1l1uu1I 1l 1 l ill,L UPPER LEVE _ - . - - - - NI IIIII III III _ .IU1 i�I I I�JI! � ', 1Y•� � !1 � 1 _ I IF ll-f °s� P� ' l III ,1111 KITCHEN IF- IT uo III IIIII �. pl IIIII - -- �I } .. � � � � � I �� II 1 I� II � �• 'ICI, � j� ( �li - �. tr�:, h MAIN LEVEL_ �I EL.=110'-0" I 1 i A OIL LIVING ROOM _ T �- EL.=108'-6" . - . -. . - . - . - . - . - . -. . - . - - . - . - . - . - . ., . - . , . - . - .- . - . - . - ._ . - ._ . _. . _. . � li ��,II , I � iI ,I ,' ; r 09 OFFICE I,I^ BEDROOM 3 if I-011 OIL LONER LEVEL - o GGARAGE EL.=(IT-O" 4 0 T.O. RIDGE - . - . - . - . - . - . - - P `o 4 — — p 50EEIT VENT T.O. RIDGE THIS AREA T —om - . - . - . ,. . .- . - - - _ - - EL.=124'-10" MA5TER CLOSET BEDROOM BEDROOM 3 ^ o� UPPER LEVEL MASTER CLOSET BATH MAIN LEVEL . - . - . - - � ' I L EL.=110'-0" NOTE: 17ATE:06 O�/q7 DATUM 100'-O"=108'-O" ON ALL MEDIA GRAHL5PACE ® � FLOOR PLANS, ELEVATIONS, ROOM 4 SEGTION5. - GTIO SE 5 N LONER LEVEL- . _ - . ..._ . . - . , _ _ : - . - - . - . _ . - . - - . - . - . . . . . . . 1/4'x=I'-0' t ; . E4.=100'-0" 11, I-oil Ll HF 1111 o � d j- , a - I , : , Y _-=- -I-- _ , y; 2 x b 5 TUD FRAMI NC WFULL B TT INSULATION EX T. ARD 4 BATTEN 51 D NG GRA DE �L I'�D 5HEATHING PER 5TRUCT. 5TONE VENEER HEADER RE: STRUC:T. _ SANDSTONE LINTEL { WALL BEYOND WATERPROOF MEMBRANE ON ALL 510E5 >i 1 OF WINDOW. OVERLAP WINDOW HEAD DRIP \ HEADER RE: 5TRUCT. „ FLASHING. CONT. W j : 1 j 2 2 , I OVERLAP G PPERNE DRIP FLASHING % j GONT. SEALER W/ BACKER ROD I j BOLTED STEEL LEDGER 44,1 COPPER DRIP FLASHING ANGLE PAINT, TYP: 1 GONT. COPPER DRIP FLASHING. OVERLAP 3.J ! ! 1 FILL ALL GAP5 BETWEEN WINDOW AND WP MEMBRANE. I I` ? 1 ROUGH FRAMING W/ FOAM INSULATION I FILL ALL 6AP5 BETWEEN 'I �I 1 l 1 I ! 5/8" TYPE "X" GYP. BD. W/ 3/4" CORNER • I i ,, � , , � WINDOW AND ROUGH � i I, 1 FRAMING W/FOAM IO 1' IO ; IO BEAD, TYP. INSULATION 5 &" TYPE 'X' GYP. BD. ON j 2x R5 CEDAR TRIM 1 j r. I I VAPOR BARRIER W/ I/2 it I CORNER BEAD,.PAINT TYP. I I MTL. GLAD WINDOW CONT SEALANT W/BACKER ! '� i ROD MTL. GLAD WINDOW "IN. i { j I ; STD. JAMB WIDTH PER i I MANUF. HEAD @ STONE TYP. WINDOW HEAD 6 3 11-1 1-O II - 11^I I-o 11 - -- A j 8" GONG. WALL W/4 MTL. GLAD GLA55 DOOR STUD FRAMING BOARD � BATTEN SIDING SEALANT W/ BACKER ROD - WP MEMBRANE ON ALL rO ' SIDES OF WINDOW. O r i OVERLAP NAILING h = GONT. SEALANT 4 BACKER ROD O FLANGE. STONE VENEER j! - YYY . I THRESHOLD W/ WEATHERSTRIP A5TRA6AL / PER WINDOW MANUF. 5/5" TYPE 'X' GYP. BD. ON VAPOR BARRIER , WOOD FLOORING - W/ 1/2" CORNER BEAD } WATERPROOF MEMBRANE ON ALL 51DE5 OF I'-o" PAINT, TYP. WINDOW. OVERLAP NAILING FLANGE n oe I 5/4 NOM. SILL W/ STONE TRIM I � EASED EDGES d i _ OVERHAN65, STAIN, �i GOVT. SEALANT 4 BACKER ROD FRAMING PER STRUGT. 2 - g 2 4 TYP. -. ` N - ; 8 2 - 4 ROUGH FRAMING W/ FOAM INSULATION FILL ALL CLAPS BETWEEN WINDOW AND FILL ALL GAP BETWEEN WINDOW AND ROUGH F MIND W/FOAM 5/8A" �X�� GYP BD W/ 314" CORNER • I' INSULATION 6 TYPE BEAD, TYP. • y GONT. 5EALAN 8 BACKER ROD 5/4 NOM. SILL BELOW W/ RADIUS GORNERS a MTL. GLAD WIN OW W/MINIMAL 5TD. AND OVERHANGS '•�"��i Q a i I JAMB WIDTH PER MANUF. M�'1 6 I I , I i WATERPROOF MEMBRANE OVER ENTIRE SURFACE MTL. GLAD WINDOW N LL 8 ONTO I , -- ` OF PLYWOOD DECKING. UP WA I I - FRAMING BELOW DOOR SILL. �.--i- 4" NOM. THICK 55 GUT j { SANDSTONE SILL. SLOPE 1/2" I a�1 THRESHOLD ENTRY JAMB STONE TYP, JAMB DETAIL 2 N S 11- 11 11 If 311=II-oiI ,O 3 -I -o 3 -I -o � I i 1 i CUSTOM WOOD DOOR j MTL. CLAD,WINDOW W/MINIMAL 5TD. i I, JAMB WIDTr PER MANUF. 1 � 1 i I 5TONE TRIM { SEALANT W/ BACKER ROD STONE VENEER i i j f THRESHOLD W/ WEATHERSTRIP 4 ASTRAGAL F CONT. 5EAI ANT 4 BACKER ROD FILL ALL P5 BETWEEN WINDOW I j I STONE FLOORING I I GIP` ! I i 1 I I AND ROUGH FRAMING W/FOAM j INSULATION; MTL. GLAD WINDOW j I SHIM AS REQD i; I ! ,.= I j I SILL PLATS PER 5TRUCT. I J I I � I CONT. SEALANT 4 BACKER ROD _ 5/4 NOM. 51LL W/ I ! 1 EASED EDGE5, STAIN, j WATERPROOF MEMBRANE ON ALL 51DE5 OF .. , TYP, li i ,_�_--.; � WINDOW. OVERLAP NAILING FLANGE _ 1x4 CA51NG j ' I V4 STAIN, TYP. �) ! 5/4 NOM. SILL W/ EASED E06E5 DATE:O6/2�7cv L. 3/4" x 3 1/2" CASING TYP. n I FILL ALL 6AP5 BETWEEN WINDOW AND ROUGH M 6 FRAMING W/ FOAM INSULATION. WP ME BRANE ON ALL Z , SIDES OF WINDOW. 1 - SHIM A5 REQ'D OVERLAP NAILING I'-O" FLANGE. ± Z BOARD 4 BATTEN 51DING, TYP. 8 GONG. W/4 STUD DETAILS STONE FLOORING ' RA F MIND 5/8" TYPE 'X' GYP. BD. 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COPPER GAP W/CONT. - t - --- FRAMING R 5TRUGT. 2- _. _`- _ -- - _ __ --2 CLEAT � FRONT EDGE � LAPPED � l� PE - PI" @ BACK EDGE EXTEND N ,� � IO 2 _ 2 DOWN SIDE OF 5TUCG0 q" GONT. COPPER DRIP 2 -c_,6 _ ? GONT. WP MEMBRANE WRAPPED FLASHINO. LAP WP MEMBRANE AROUN DINS DED FACE O I F OVER DRIP FLA5HINO SAVE ' G j _;� FRAMING INSIDE FAGS OF SHIM AS REO'D 3 SHEATHING DOWN 6" PAST _ FLASHING ot 5PRING POINT _ _ 1 :- I I/2 - STONE VENEER ON 5HEATHING AS 2 -, PER TYP. 2' 6 CONT. 518" TYPE 'X' GYP. BD. UP GONT. SEALANT ENTIRE CHASE WALL, FIRETAPE TYP. FULL BATT INSULATION �` v R-Iq BATT INSULATION �o 5/8" TYPE 'X' GYP. BD. ON- O VAPOR BARRIER, PAINT, TYP. INTERMITTENT BLOCKING CONT. Ixb CEDAR SOFFIT T IN P. 1 A BO RD5 5 A TY ,,, N CHIMNEY CAP DETAIL 2x8 R5 CEDAR 5 2'-6" GONT. INSECT SCREEN 1 I/2't=1 -o a FROM 5TVD TO EDGE OF ROOF J015T BLOCKING AS REG2'D py 2x12 R5 CEDAR, STAIN, IYP. 1 ., TYP. EAVE DETAIL N , 2 i I/21I'1 I-011 - J LIMEN510N ARIES - RE.ROOF PLAN__ -- - i CEDAR SHAKE RIDGE GAP GOLD RQ0F.PER Tiff. I �--- GONT. OPENING. INTERRUPT i I I WATERPROOF MEMBRANE IN THI5 AREA NT, BLQKl NG: . _ - - - PREFABRICATED RIDGE V ENT GONT. BAFFLE ON V ; KATERPROOF MEMBRANE ,✓: 1 IN5EGT SCREEN 2 2 2 2 2; 2 2 BEAMS 4 JOISTS PER 5TRUGT. y( J. i I ! 12 ' I 4 i IO \ \ I I I j 12 12 12 12 12 '12 12 I � j 2 b GONT. Ixb CEDAR SOFFIT BOARDS f 1 PATE-06 5/8-- W/CONT. BACKER ROD, TYP. O O i 5/8" TYPE 'X' GYP. BO. ON - VAPOR BARRIER, PAINT TYP. O O �. - R-Iq BATT INSULATION � DETAILS, BEAM5 d POSTS PER 5TRU6T. 1 r 1 I 5/8 TYPE X GYP. BD:, PAINT TYP. j i i t TYP. 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L . . , , . � I ' , :' � L . � .1. I . I - . I � . I ! ; _ I . I . . � . -- - - - - .,- - - X6 AT I'-4*' 1 . 1' � .? I .1 .Y L.i -t " : " . 'L ,,, ;,-", I - � �' I . L- . L L . � . 11 I � - --4- - - -- " ' �7 :�."'.(L�;- , . - , �� L tZ I ,11 -.; . I � I . I - .1 4 i I . I .. I L r . , L _L � L 7 I , FOOTI" . . i ' '� ,,, 1, , , - .4 ." �, ,Ir , . I I L . . . I I I . I �, I - I I . � L I , . 1--op) I I NALL N cloq.-q ' . L I I . -; .� . ; : t � I., � _.. �_ . . . I . . . . I.. I . . I I . . . - -11 � -a . P4AL-1 L .. .1 - '' I .. �. I ML 3/4"I ^ .L L � � ,r� ., - �'.".. .. 111. '� . . . I- � . . . - : I.� 11 I : I � : , ,'-I- �... ,I --ow. r . � . STEP I�EAI::;U" I STEP I L - I. . DATUM ELEVATION 100'-Om EOUAL5 ACTUAL ELEVATION 10,5'-O". I i:::) - � � " ' "�' * _�'!.':��:' , I- . - r ,% I I I I � I ,ii- L L - I - I L . I I . .1 .' - -.1 I a . L I . i I - � - - - � . I L IN, I...i.6.4 11 1; ��'L � .. I -1 - - - 1, I � � . -, . �""�":L - L : r I . '�' � r I I I L � ' . , � : - L . r IV " ,": �L.' ' : �. �' :�_'L ' - . I. ,. 11 . I I : .L L . � L: - L . .1 I I I . L I � I , I I ; Top (:)p L' � L. . I � e: : ILI I I . t�.� , .��" " I L I.- � ' .' , L I . . I I !� - I . L � * ' . I . I CXXX'-Xul INDICATES Top or- FOUNDATION NALL ELEVATION. I I .; ' _ . I I I m, 'L I I - . I L I I _L L I I L ' I I . I I . % . " � . I I , I � I I I . I , I - , .- -,.� ,, .:. �, � *L . , , I- . . I T �-I t ; 11� -�" �'� �.' . 11 I .'. .. k "L r � L I . I I , " 'A ' ! 2. 1 . ' .� �, ,t� -, L I . "I, � , . I . , . , � . L , . ta ,1*,,e Te I I I " '' ; I . I . . . I - . , .: I - I - 1 � . I-I _L L CoNe' ,. I - - __� . L AN I � , . _�L t I . : . �- �.L ''- . L I I .. I . � I I I ViALLI. I F95'r L ' L � L 'L I I � . . . . I . 11, I I I . I .7 - 'L �"� ':.'_ .. I— - 1 , � . . � . L e' I ' '� ,,' : . I I L . . - F_ '__ _ * _+_.) I '' I ,:, , . .�� _" . , . , - _TL ": � , � . I I . , I., - ' ' * - I, ; . . I . � I -_STfP_ I " .I ' �3. (Xxxl-x,,) immCATES, TOP OF FOOTIN0, ELEVATION. I . I I ( . I r , ;_ , . 1. � L',� . '. L I I . . � -1 . . � -1 I L �� - t' ' "' It--- .1 _ _ . I . I I �� , , ", .1 . , , I I I f I Q� . � .. I , 4" .� .. "� ��', '.. � L L, I L, � r I L I. �' L r. I I . . � L 1 I I I I :) .. � L ll . .. . ,. I ;L . I 1. . 11 r - + I . I - -I I I . �' -� '�', V " 'L�-f I I I '.' .+ - I - I . % .. I I j. I � - � . I I I I . I . .. I . I I I I - --1%--(j=__-' 4-5 -T . . "�' � , . I _ � � . I :: . 1 'L .,� , 2 1 1 . . I L I I . I I I .. . � I - I I � I . . L L . . .. � . . I I . .w c I "I .. � , L' , L�! I I - . . � � � 11, . r R ALL REOUIREMENTS LISTED IN SOILS 'L .� 4�I:'... � . . .I , . , I I � ..I" - I . ., . ' .1 , . )� : ,1- 'L I',�I I -,.: I � r I .I I � L I . I r . - I I I� . I 11 I L I. . . . I I I .L.� I I . . L FLOO t .I ' _'_� I 11-� :'� _'I' '� ' - I + L � . ;.I I 'L . I . � 1 6 I ' r , I L " . . . � , . � 1� I I I , I � ! r 4. CONTRACTOR SHALL FOLI-Oki 1, �_� . I . � ..' . I I , �I I . I ., � L L . . . - I , , . :�!'.' ��..,�,,, , ��' �4 1 �-' :r " , �1� L � i ;_1 . . I � ,. I I � L . �I I .L11 I f ' L I '�' I I I . L ST�P I- . t REPORT. I � L . 'L , _ :L'I' , r _ �.�.. ��_ � L _' " ..:1+ 1. I . _. L . I I I I I L .. I . � . � . I 1. 1. .. � I I . . . . . I I I I I . __�:t,�: 'L�' " " . . !" I �. I I . . I . . .. L .1 L' - I - I I ,� �t. - . I I I � I I - I I . .. . + I I I . .. I I I I - r . :' L -1. I I L L I - -1w I ��4 " � � -1 � I 1, . 'L I ,:;"."'. ,I , I . L . I . � � - . � r I I 1 (4) 2X6 YA - I I L 13EA314 . I Nv I . I �'� . , � , I..� . . .1 ., . . I . � I I . i I �. I, 11 . I � I I - , L 1 4, '_ I I ��"'. I I � 11 � . I . I I I . � . , " " �' . -1 .I 4� . I 1. .. r . .1. - . I L �' +' I I q I. - I I � I . . I POCKET 5. CONTRACTOR SHALL PLACE (3)-#5 VERTICALLY FULL HE16HT OF I ! I r . . L : . I I - , .L ' � - ' .-L. . I -, I . I I q L : I I - I L I . I I .- � I I L . r . I COLUMN + . . I r."� L . -�'�� ; . 1'. '. 1. ' . I - I � . � 1, I . 1. . 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I AN r I � I , � �, .1 . i, L I - I . 'r � I L . . . - . I ,: I + - - . . . ., ., . � I . � I I ' - + NC ��%.�L 11._�_T , ��I . ��. ; . � . -1 . L ". , , . - ". I 1. � m � L" .�L , . . . I L . . I I I It ALL FOOTI 715L IN (:,RA4'1LSPACE5 SHALL 11��E BACK FILLED k4ITH I . I .�" """'�' � .1 I I I I I r!. .1 I , : . . I +, - .I "I . - I � . � " �L .- ,- . - - 6. 1 . I� I � . .:. �'L.,�_ L � � �+� - - ' �I .1 I � I . . I I : I I , . � I I . I I I I - BACKFILL * . I I .t" I , 'r L �" ' . - I . + I I I ! . I , ,�� . . L t - � .1 L. . ,- �,'r 1�1,,.', . I +_ _ , I I � , .� .' . . I . I I I . I - '; . . r . I. 7 I�.; .: - ' �- , � , T' , � , , L I " I I'' . -y � + I 2% ELEVATION = COMPA<�,TED STRUCTURAL FILL TOL THE Top OF THr= FOOTIN& � . . -� :� -'� - " " 1, I . : .� I I . I I i. . . � I I � � I L . � I - - � I ' ' .k � I �''' I-''�, ,.; , -� : I '' . . L I 1. � L. I I I __ . I . THERP41Se ON PLANS OR !�,HOM ON L.", �� ` " 11 _1 . __'�' . 1, , - , I r I . � r, '. � , '. 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(D T 2X I M DeARI ARI VAALL Ll x e,xa -4 Ift -4 LIM o ' ' cQ x fF-- AT 1'-4 Cal UP.- —:2XlO 2XIo ONI 2XIO AT 1 -4" AT AT 1'-4 A ll-�4*1 — Co. . LEVEL FL 4N. ----- -- -------- ---- - -- -- ----- 0 two-VILK Now WOOD FRAMINCi NOTES. COL" BEAM (5)-2X6 UP UP 1. ALL k4OOD FRAMINO JOISTS SHALL BE 501/45 TYPE JOISTS A$ POCKET ONLY ONLY ALTERNATES MANUFACTURED BY BOISE CA5(:;AVr= CORPORATION.SHALL HAVE EGUAL OR 6REATER CAPACI TY AND SHALL BE -0 BY THE ENC71NEER OF FZE(:,Ofz-'D. 2. 'V.L." INDICATES VERSA-LAM BEAMS, AS MANUFACTURED 5T' E301SE TOP OF 7777 CASCADE (:'ORPORATION. ALTERNATE-3 SHALL HAVe THE SAME OR 6REATER CAPACITY AS LISTED,IN THE STRUCTURAL GiENERAL IZILYV4001? FLOOR ONLY STEP NOTES. 5. 13 INDICATES COLUMN DOM ONLY- MULTIPLE 2X FRAMIW--, NOTED E3Cl/45 AT 1'-4'@ ON PLANS. 2XIO 4. iNpIrATe-5 COLUMN UP AND 00kIN UNLe55 IT f3eARS ON AT If OCl/45 AT I -4u BEAM -7 BELOk4, OR IT 15 LABELEP UP ONLY. CONCRETE PiALL OR FOOTIW- 7 POCKET COLUMN 12" 13(�,1/4!5 UP 5. > INDICATES TOP OF BEAM ELEVATION OR PLATE! HE16HT ELEVATION. AT 1'-4" lo 6. INPICATr=5 TOP OP' STRUCTURAL FLOOR SHEATHINO ELEVATION. HEADERS SHALL BE (6);-- 2 X a UNLESS NOTED OTHER44ISe. ALL (a)-2XIO 12" e(:,1/45 HEAVERS SHALL BE BUILT OUT TO 5 1/2' (a 1/2") PqIDTH BY AT 1'-4" AvviNo PLYNO012 SPACERS AS ReOUIRED. Up, UP ONLY ONLY 0. ALL COLUMNS SHALL BE 01)- 2 X 6 UNLESS NOTL=0 OTHERV`415e.. 10 ; 11. kqOOV (WL"5 SHALL Be CONTINUOUS FROM FLOOR L ?'fl Et :2xIo, V.L. --------- ' AM -LOOR OR FLOOR TO ROOF, TRIMMFJ:Z5 6HALL� Be TO r -------- NOTED COL" 51ZES AS ReOUIRED. 10. INVICATE5 INTERIOR DeARINO ViALL . FLOOR OI 13 AT 1'-4 STU EM!ARIW;p L04:�ATION5 c4iHALL LINE! UP k4ITH STU �kq- ALL EXTER 11. IOR kiALL$ 6HALI, BE CON5TRA)CTEE? U51W5 2 (2X4), COLUMN R(2*a) STUDS, RFFER TO EXTERIOR HALL 09TAII ADDITIONAL INFORMATION. FOR kALL4 SHORTL EXTE�RIOR 5T`U05 CA" BE SPACE -0 Itt-4w FOR, NALL-si-ld)RTER THAN 10'--0*. 5TUPS SHALL BE SPACE 3/9 . V I THAN 14'-0" AND TALLER THAN 12. ALL DEAM/59AM -A-UMN corqw(�,TIONS 6HALL Be AN12 0EAM/C4L -L PLATE! CONNECTORS UNLESS NOTED MAVa k4ITH5II`-lPSON5TEE 0. IRE!o ARCHITECTURAL PRo"IN05 FOR LOCATION AND SIZE! Ojx� ROU614 OPENIN65 IN HOOD TUV NALL5.� 14., Rgs AkOHITEOTURAL r,>F*ANIW-,5 FOkAANDkAIL AND STAIR FRAMING DETAILS. 15. A" FLOOR JOISTS SHALL be 12" EW,1/45 A 44 NOTE OTT-40?"16e. T ll,� Tow Lj g - Ft s=. r , a : w : ,r 1. t _ a 'µ.x f, ., ,r t i $ y -d ., .. ,3 ^n, • ,. /.a :. ....- S-4. .. �. -. .,, k. ^ dy- k"r i.i •Y , j� _ b : , z' i , i k ' - • - • r o t- - - UP UP ,} ONLY ONLY r h (W-2X6 COLUMN (2)-2X10 RE: SHEET 54 t OPEN i { -4 ONLY , V ✓ W hi N I 7 2X10 Q/ ri I " BGI/45 AT 1'-4" 7 • � (5)LUMN ('�' . CO - - _ W ' '. . Q PLTO Y D x Reg SHEET 54 _ (2)-2X10 i a 2 AT I'-4" BEARI G WALL ' h " COLUMN V �. a UP T r� q j P ' (, ONL > SX0 ^ n Vs - _ COLUMN ,� � •^/`�' d r , ! r 2X6 AT 1'-4" BEARI WALL COLUMN ' (4) 2X6 UMN UP .. ONLY Cu ,a t�1 RED EET $4 , r rl r 5N ' UFFER LEVEL PFRA�IINC;; FLAN '01 2 -on -2X10 i r " r J - ' (:2) � WOOD FR.d9MINl3 N07E5: RED SHEET 54 I I (4)-:2X6 1. ALL WOOD FRAMING JOISTS. SHALL Be BCl/43 TYPE J01575 AS I COLUMN I. D BY CiOISE GA��GADE CORPORATION. ALTERNATES f' I 4 SHALL AVE EQUAL OR GREATER CAPACITY AND SHALL Be I > 2. " INDICATES VERSA-LAM BEAMS �•MANUFAGTURED BY 8015E N: E i t CASCADE CORPORATION. ALTERNATES SHALL HAVE THE SAM OR f OPEN i 'ry N -t GREATER CAPACITY A5 LISTED IN THE STRUCTURAL GENERAL i NOTES. AT 1 2X10 3. []INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED 4 ON PLANS. fV 4. INDICATES COLUMN UP AND DOWN UNLESS IT EeAR5 ON CONCRETE WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY, (2)-2X10 � Its 1 = I t ? 5. < > INDICATE-5 TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. I h _ I I = ONLY 6 INOIGATE5 TOP OP STRUCTURAL FLOOR SHEATHING H i i ELEVATION. -_, .. ,,:. ,. ..', ,,• ;' I I C ,— "1. 55 NOTED BOTH UP HEADERS SHALL Be `DUILT OUT TOLE I/2 (3 I/2 ) WIDTH BY A REs SHEET 54 I t ADDING PLY D SPACERS AS REQ)IRED. " ALL ONLY WOO 5P i 1 � 20-0 9 • I i UP 8. ALL COLUMNS SHALL BE (3)- 2 X 6 UNLESS NOTED OTHERWISE, rr,p I !•- 11 P F i TO O ONLY r, COLUMN PLYWOOD 4. WOOD COLUMNS SHALL Be CONTINUOUS FROM FLOOR . ►s ` , :'�,. TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL Be ADDED O ' �•• O II T 1 I ,� - ,- ,. �a •-, ..• ---.- — NOTED COLUMN 51 z E5 AS REQUIR D R L, SHEE T °4 ' e _ i 10. INDICATES INTERIOR BEARING WALL$. LOOK JOISTS' H BEARIWO L Ar I NS SH L L LINE! UP TH STUDS BEL O W G4 Q- LUMd_ — � + �i • ALL EXTERIOR WALL5 SHALL BE CON5TRIXTED U5_1 NO 2X6 (2X4)GOLU MN 2X 5 R REFER r0 X T O WALL DETAILS aegppu► , `• ADDITIONAL INFQRMATION. O 5TU OR P SHORTER EX AN Be E AGED 2 LL5 T� O PACED AN t-°•' S 5 9 " , I DATE: 1/3/91 . THAN 14-O THAN THAN AND A SHALL L BL FOR HALL SHORTER r� k , , L NIO-O V1 12. ALL BEAM/BEAM AND BEAM/ UMN DONNE, NS'5HALL Be 3 MADE WITH ✓IMP50N STEEL PLATE CONNECTORS U 555 NOTE NL D I Res ARGJHEITLGTURA DRAWINGS I-OR LOCATION AND' VZO�L ROU<�H OPENINGS IN WOOD 57UP WALLS. _ RLsA ARGHITEGTU RAL DRAWN B FOR FAQRAILAND STA IR I2 I 4 IG FRMING DETAILS. ' AL 1$L R I THIS EVE SHALL 1 143 AT 1-4 ' 3 L 00 JO 5T5 S L L L BL' 2 f / UNLE59 NOTED OTHERWI5E S3 1 , , , r, s. • a, , of , n f� i, 1 , i '- .,, ., t 'k r r:. yy i +r+ t ' - — — — - - 5 . r ` r "wi �,. rf- 5 , 4- , Ii Ll ry S- .r , r r : • }. , , , ----- a N 2 . UJ n W r r s Q 12. jiGi/48 AT ;_ l,.A DER FRAMING If. X .. $ 3/4" X 24" G.L. { �( CY IMPSON HU X �/ o ANC-,ER X 12" -� ,� R AT ' 11 (L1 U j j t Q M • LADDER -� - " s (V I CV -r L r 2 N , _ •, _. r .. FRAMING �, } � i � , - -- - --- o _ „ fi , (3) 2X O X8 X6 AT r L XI Ila 8X12 � a Ir 1 1 , • n �� RIDGE LINE! X " t M AT V-4 12 V.L. BENT AT I'T4" a r i 8X12 n11 I 1 �— X6 1 (; 1 X1 11 1 1 L I F: 1 C (3) 2X10 — # LUMN V tti l3�=la v.L W BGI/45 12" BGII45 ---- _____ --__- -- -- -----_ AT 2'-O" AT 2'-O" r--4 --_j LADDER LADDER I A r _ t FRAMING FRAMING I w cQ V.L. I (3I-2X10 -q lie" v.Lr. l3I-+2" V.L. i--� s 1 j THR1J-'BOLTS (TYPICAL.) r Y I C H i A 2'-O" L D FRAMING „f AT X 15" O.L. t ER AT I'-4" X - - - t F, LADDER X t Q FRAMING -� s X I " 4a,iip , o N CF t dy 12" $CI/45 •AT LAPPER GOLD 4 r I (3)-2Xi0 �i, ° .o .• .'�i�e°. F--� STUD' 4 AT '-0"5 t X n COLUMN COLUMN ®F F 1 1N i-=• I`^� � •. � � � ^; LA ER 1/4 I -0 I NG 1 r5 -1x4x3/8 BENT BEAM ROOF FRA f ING NOTE r (3)-4 1/2" V.L. (V I I 1. ROOF.SHEATHING 5/8" (40/20 SPAN RATING). STAGGER PANEL END JOINTS ' n r X i j AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL.EWES`ANO I'-O" MAXIMUM OTHER SUPPORTS. t ----al- 12" 5C 1/45 1 Y a ---+- -- AT 2'-O" t 1 . H1 T FOR ROOF SLOPES AND BEARING PLATE H 1 HT5 < t I 2. RE ARC TAG 51 0 G i — _ ---_— __----- - - ----------------- ------------ --- - NOT NO D. — i LADDER t RHISE NOTED: ALL w t FRAMING (3) 2XIO FADERS SHALL. BE (3)-2x10 UNLESS OTHE - r ,r _ O OR W A H 3 L HEAVERS SHALL BE BUILT OUT T I 3 1 DrH 4'r' ADDING;. LY D. . P WOOD SHIMS AS REAUIRE dATE'• b 12' BGI/45 _ Lt 1 AT 2'-0" 4 HEAVERS R " H M' ALL E DERS LONGS THAN 6—O SHALL gEQU1RE T"O TRI 5TUD5 AND TWO KiNG�5TUD5 EACH SIDE. AL JOIST HANGER :SHA L SIMPSON L WP OR L TYPE ,.�.... ,(.., ,., .,...__ . .. , , •'r ,. _..: _ , ._ h u'': � .:_. . . UNLESS OTHERWISE NOTED � A �f L NNE Ti N5 TH .T AND TTON[• ALL BEAM TO COLUMN GO G 4 . E30 OP BU OTHERWISE ON DETAIL_5.PLATE CTO ALL EXTERIOR WALLS'SHALL HAVE. GONTINtJOU3.STUD FROM.` , 7 FLOOR TO. ROOF (INCLUDING RAKE WALl.51 f,.... . 0. i P � R R F ATE H i r ip O C4. A �► oTHEr�t rlo ALL GO MN$5 A L. 3 — 5E TEP LV $H AL F.3E ! ) .2X5 Ut�...1�5 >• h.: .. .. . . r,. _ v .. ,,. '' 10• ALL IF JOISTS"SHALL BE 2 t�Gll45 AT.2.-� UNL.E55 OTF-CERWISL NO P. S4 • r , r SOW r n 0 :.. ».. ., -:... -, - Y• ,. ... .. :, a '...: - .., . :. - 4 r 4 , 44 (( , @, { k : r. • , rl .. ,. a -, .. -.- ,. ,. .,. . . ... 1` - - - r < : • • ,- t Y n rtr j r. s .. a ' 'S 5 y (�., ...' 'L4 '.. .. ::- .. , t ".. r . .•. _ i .... .9 .-•..., -z c.. ..)R. .H .. -~4 t ,' 4 r4 > R ` 4 SLAB N RA .. DE • •._,.L,,_.:'.:.., ,: :. ., .*.:. ,_; ,. ,. ::.,,, ,.:,..;: .,... .,..,, ,. . , . _. : , : •" : D " -EXTERIOR STUD WALL 2X RIPPED TRFA E,, ED Rl RE � P PLAN I rH 5 HEA G T - TWTH PLATE Pit INTERIOR B INC ANCHOR BOL 5 AT -O NCHOE30LT AT , , , , .a! MPAGTED_ V e , ! RAWL P G S AG • ':1 s.. ?-• ^ a .- :. - :." :-' ' s' .,ed;/`'PJ.. .f.trf* dj :F fl- X... .. ' !r'r' �jaa .s i r �:�>r`r"•r.,I,f, •4,RIA: ' 24 VIA. KFILL f.a, tC r.:: ._; ,4, •a - r -.. ... .:. ,, - - - ,rr.,r r' ,r�r,-.+v ,J;=-,<fl.tr.,.. f. ,.r..♦'.%.r' •' � CONTINUOUS r ... • t:r D 0 POCS' 0P0° z. '. . ., CONTINUOUS _ i ; F A I CONTINUOUS a .' HoRlzortrAL p V r , 'r -.,. .-f• Q QASE 3-o 't ' r• " .• GRAVEL r #5 AT :2' rt �3AT2 , • 4 PROVIQE HORIZONTAL #5 AT #5 AT I b VERTICAL KEYWAY A7 CONSTRUCTION TRUGTIO N VERTICAL L HORIZONTA IT ( PIG L) I/2" 150LATION #5 AT MIp-HEIGHT Y. t F i Y, ••.;,.;:?:,Y�:E�: Iti . � (`y ;e .:: RDEOIWNFEOLS t�GTEp M MATCH Jo IN T •' ' •. Q 2 X 4 K EYWAY HORIZONTAL T RE, PLAN f " , , a LEGS ALTERNATE ;. . SIDES ry . :. HORIZONTAL , 4 SLAB ON GRADE - R� �- (' t•. (TYpIGAL.J W P42.1 P42.1 ITH 6X6 a.l X a.l 2X4 KEYWAY AA 6ECTION '10 �'t _ W.W.F. /� � • ' CONTINUOUS op x ' : .- • o 1 RE, PLAN O:•D so:•0 0:•0 :•0• � 00 ��X00 �. • 1 ♦ 4 ' Ti a -#5 I/2" ISOLATION 6EOT 0 aN } CONTINUOUS #5 AT 1'-4" X JOINT 3/411 —ON-GRAVE SLAB - _ a r ,:'LX WITH W.W.I=. 1 2X4 KEYWAY r � -x--X, a 4 ,�• � T 1 ®I `If I o. a. o N Q y ' r 1/;.t 150LATION 3l4 I -0 4". SLAB ON JOINT ` GRADE WITH - RE, PLAN • EXTERIOR STUD _ < - •'• WALL WITH �--+ �r--„- -= • (a)-#g SHEATHING r CONTINUOUS .. r 4, � � (TREATED) k. r :.; •---e= x----�--r-•+ �.•.-x � X6 WITH i . .' I/2"4) X 10 ANCHOR y n .° BoLr Ara-0 r F ,., :;. oo.,o C� o ,o• qoA•o.�CYgo�,o,'� a:o . o•: a: a.o . f v �" 1 N 4 t�v � G O �� n 4" SLAB-ON-GRADE WITH 6x6 W2.1 X W2.1 W.W.F. #g AT a -0 VERTICAL. N ON 4 GRAVEL BASE x✓, ,, �t, u �C AT 1 -6" HORIZONTAL R #5 AT —0 Q 5 I/2 DEEP, BLOGKOUT 4 N L� SLAB I /1 GRADE W FLOOR 015 - LL,- - RE, L RE• PLAN "Tt� �, _�;�': ;a, 4., > . ,,. , , ' - _• W.W � #g AT MID HEIGHT EXTERIOR STUD NA LL PAN m WITH SHEATHING, CONTRACTOR NOJEt ' OF #5 AT 2-O X 5EE GENERAL NOTES n + aX RIPPED TREATED - _ n BEFORE BAGKFILING " 4, X=—X'-_'k^^* �C-- a PLATE Wi i H t/2 (p x t0" —#5 AT 2-O' VERTICAL ! A r r ;.p ANCHOR BOLT AT 2'-0" .0 •0.0 p • f ��..°.00. •�.°' AT N X REi PLAN d CENTERED 1y •. • -#5 CONTINUOUS 2'--O" TOP HAWSER FLANGE = •'. .• . CONTINUOUS- �' Ar. SIMP50N VERTICAL , r FLT', #SATI b ' PLAN , r . • '. • � , I f I HORIZONTAL , #5 AT 2'-0" X ! GENT - . . . 4 ' ERED h 6 f2Ee PLAN m k 3/4' a I•-0" RE, PLAN , PLAN CQ eECTI ON 2 - � 5 • •• r l is j s CONTINUOUS „ N I CONTRP�rTOR NOTL� tom, PL A1+1 lt1 3/4 I-O O WOOD COLUMN SEE GENERAL. NOTES H " ►+VITH 51MP5pN PG BEFORe BAGKF"ILIN<y V COLUMN GAP AT TOP SIMPSON CB : BASE . r , TIES Q AN T EXT Oft SL ERl B ON GRAVE WITH X6 e E C,TION. ` 1 O W2.1 X W2.1 W.W.F. 3/4" I'-0" r - FLOOR RE, PLAN REs PLAN O T � NIJOUB ax GoNrl wIn•+ x EXTERIOR STUD WALL 1/2"<D X 10" ANCHOR + EXTERIOR STUD WALL _ 1 D: ° 0: .0 0; Y•o 0• WITH SHEATHING BOLT AT 2'-O" WITH 5HEATHING • r N - �.' .OoP.O.�y OoP.O.��D,o�O,�'Qc�O� 1/�" 11 OLATION I�"� PILASTER E 2X RIPP D y JOINT �- k I 4 TREATED 4 4" 5LuAB - faD� v •• _ #3 TIES AT 1 -48 PLATE „ 10" ON 4 GRAVEL BA E WITH I/a d� , (a)-#5 f t .• •" v�°°° CA Lr CONTINUOUS M AT 2'-0" BO 5 ON Q , l T. F ••�O�?r V 1 .a : V L ,�n x ter.x_�x,!-- x., •• • • 5 -O VERTICAL HORIZONTAL CONTINUOUS . a:o o•: p° a: ° a: ry .O0P.0•c,�0 • p 't #5 AT 2'-O" X � CENTERED TF •• „ 5 AT :2'-0" n �g Rt?, pl.Ahl )-*4 X N VERTICAL . 6" ^--#✓ AT 2'-0" °01ies F C4�-pp►� X KEY Y �9caeuaL®e�° (4 o F, PLAN q 2 4 WA X HORIZONTAL RE, AN t AT 2'-0" X •• REINFORCEMENT MATCH VERTICAL R INFORGEMENT b TLE 7/3/97 y �C •' : ' LEGS ALTERNATE '• y I ri •' BAGKFILL Rat{" • - • CONTINUOUS .� _ 1 •_ �, PLAN (n GG T NUOUS g �QNTRP.GTOR NOTES RL, PL/eN 5EE GENERAL NOTES ' lk F BEFORE BAGKFILING V � 5ECTION . 9 . . eECTION ro t P a : t. r , < i ; , , 'down Qf V�1 1 11 EIL rr _ F , r.. • :..y ,. ,it .. ! -. .. .. ..: r .. .t 1. .w...., .- .. -,- :. , s e r 7 -i;�".,T 7, _V 4" 1 3 Im- �74 -4, o T1.0. RA L" No NON SHIR INK GROUT-.: A% NON SH USE PINK GR04JT SH pi POOV I' 1.1 ALL DED AS FOLLOWS, -.9 SES AND FOOTINGS. , BETWEEN STEEL COLUMN A A . ROOF. 001PSF WOOD: TYP 1 ,ALAQ k 40 PSF A., ALL FRAMING AND TRUSS LUMBER $HALL BE DRY DOUGLAS F IR LARCH, GRAqf_D BY Eck"'. WESTERN WOOD PRODUCTS ASSOCiATION' AND CONFORMING UAIFORM BUILDING 80 PSF. TO CODE AS FOLLOWS, STUD FB 675 PSI V THICK 4".WIDE AS 1%, WJNO� 85 MPH _,PEED too B 2* TO 4*1 THICK 0" WIDER NO, t FB 1000 PSI 5 No. I ra, 135,0 PSI 5* TH.1 CK WIDER NOTED ALLOWABLE ST PJAKe. EARTHC ZONEi RESSES ARE M IN IMUMS. AND FOR NONREPETITIVE USES PRIOR TO B E CREASES. - t6f NO. B. PROVIDE I X 4 CROSS BR IDG ING ,NOT OVER 8' ON CENTER FOR ALL WOO ISTS. AND 2X D SOLID SLOCKIN S14 OR PROVIDE C 01 ATIOR FORJEVING AS RE ,Q BETWEEN JO.I$TS AT 4L,SUPPORTS. FASTEN ALL, WOOD.MEMBERS -UkN I A'. �ONTOA&Ok:. SIA L F N QVIRED PEG I r!CAT IONS.' THE-� TEST LNO P OGRA' AIL' BE 006ROINATED WITH By THE PRO k M- SH WITH COMMON NAILS ACCORDING TO THE USC SCHEDULE UNLESS OT14ERWISE NOTEO, THE PROJECT OMER, AR $TRUCtkAA� 040 IN' CH.ITECT AND, EEM C. 13. IN THE ABSENCE- F.OTHER REQUIREMENT'S, . n4E"t'bNTRAOTOR.SHALL FURNISH! I ALL LAMINATED MEMBERS: SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 tD 0 1 OS CAST 114 PLACE CONCRETE IN -N DEPENP : T; PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES $HOM, E JEST ING OF SOIL COMPACTION, DRILLI STRENG'04' R ORQ!NG. STRUCTURAL STE L,-. SOLTI.NG ANO.- WELDINQ ARE NET. AN E METAL DECK CMU- WHEN fm 1. AND PRECA 2 WELD ING.;.STRVC.T.URAL > 1600 OS ktt CONNECT ION 1AELD ING LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED I 110 T.H rotr NECESSARY' TO. ASSURE CONSTkU TION IS I N- W*L I ANCO W I TIA THE THE STANOARD' SPtCH71CATIONS FOR THE DESIGN AND FABRICATION OF E EXI. c CONSTRU T IbK Doc At, GLUE LAm'INAT UM04TS. STRUCTUR ED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. PROVIDE UNITS CONFORMING TO AITC 117, 22FV8. D.F. FOR CONTINUOUS MEMBERS 3. Ell AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL DA 3. FOUN, -THE ALLOWA ASSUMED 1, DESIGNAS, 000 PSF,. A, $0 RING PRESSURE; SLE. IC SEA THE E H R' sRALL RETAIN A LICENSED' SOIL�`tNdINEER TO IN$PECT.,T E FOUNDATION E $9,1 ER SHALL VERIFY I� N XCAVAT ION LS4 ENGINE N AR it I "Ojk A�TUA PLYV400D DECK AND/OR AAFERBOARD LSOILS CAPACITY IS D. AN ASSUMED. EQUAL TO ,OR GREATER TH 1 . LL BE AS SHOWN ON THE DRAWING.i APPL,ICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD A FOOT IN BEAR 1 EAR ATIONS LL NO�. ELEVAT IONS, SHOV" ARE'iXSSUME6� V".IFIEO:, -TRADEMARK OF.THE - SHALL BE I N flit F I ELD W I-n4,�CTUAI. 66NO I T I ON$ BY CONTRACTOR W I,ITIH* 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE ENd-INEER AND A 177-FOOTINGS'SHALL' SE A MINIMUM OF AMER.ICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. Lo APPROVAL OF $OiO 6m, , " , ' ' ' LL BOTT �Q PRODUCTS STANDARD PSI�,LA D WOOD, L 01, ELOW CXTE ,10ft GRADE. E O E PERMANENTLY EXPOSED TO THE WEATHER SHALL EQ�ATUIR LNAA0 L OR PROPER Y C ALL FOOTINGS-ARt TO. BE',PLACED ON FIRM,'UND,I_$T� kA I' L B T 9, 3. FOR FLOOR ING USE 3/40' T&G STURD-.1 -FLOOR SHEATH ING NAILED AT 4' D.C. COMPACTED SA�KFILL. BACKFILL SHALL BE OOMPACTED: 5X IW�) STANDARD V� So ND RECOMPACT 0 . 00 OCTOR DEN�,ITY. �- ilF SOFT SPOTS ARE ENCOUNTERED, R IL D AT 10" ALONO' INTERMEO'IATE SUPPORTS. PR (4Q/20 SPAN RAT INO) EXPOSURE I SHEATHING NAILED AT 4- W1 4. FOR ROOF USE 5/8 tH APPROVOIT F ILL. - O.C. ALONG PANEL EDGES AND AT 120 ALONG INTERMEDI R WA 3, T I L EXPOSURE I SHEATHING D-i DO NOT PLACE qAq 'LEYEL L LEVEL'SLAO AND ,kFiLL,ArAINST LOk" L 5. EXTERIOR WALLStSHALL HAVE ONE LAYER OF 1/2 - I . - - 1. - '_ I , k.. .. I I . I . - MAIN' FLOOR'ARE- IN PL CC.:' NAILED AT A V, O.C. ALONG PANEL EDGES. 0 DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOWN 9N, PLANS WITH THE to , 6. NOTED ON - JO,INTS STAGGERED. r-4 Ise FACE GRAIN P CENTER A L' $S 6THO ERPENDIOULAR TO : SUPPORTS WITH END L FOOT ING$ UNDER, WALLS OR,COL1JMNS,UNLE, PLANS. 7. INSTALL SUITABLE EDGE� $UIPPORT BY USE OF PLYCLIPS.JONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS, F' CON AT H IS F PENSE,; FIELD 0ENJITYiT STS ON CQMPACTE0 FILL TRACTOR TOr PRbV 10t"K ON.-GRAD IN I-M"UR.'Of 2 RE THE TYPE NOTED ON THEJDRAWINGS AND FOOT ING$ �10R SLAO E M PRESENTATIVE E. PREFABRICATED WOOD MEMBERS SHALL BE A UNDER ANO.'I NTEA' 'BCI ORA NG� TESTS SKALL'SE 'TMENJOR EACH FOOT.I ,. AN0�-;SLAS-r-Q(`,rGRADE4 SHALL, BE -JOIST* .-AS MANUFACTURED BY BOISE CASCADE CO T ION E.REVIEWED BY THE ENGINEER. TO BE CONSI CREO, ALTERNATES CT SMAY BE SOI�Si ENQ'1j4EEA 1AHEN EXCAVA�ION- I 1� 06MPL ETED� SO THAT' CON'D I T I ON SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR, AND DEFLECT ON EQUAL TO OR NOTIF� OR CONCRETE GREATER THAN THE SIZE SHOWN ON- THE DRAWINGS. WEB BLOCKING,AND BRIDGING TO INSPtCTO.,PR)OR, TO. PLACEMENT OF ANY L Q IST MANUFACTURER. 4., SLAW-ON-GRADE F. MBER MEMBERS SHALL HAVE THE FOLLOWING STRESS ��:' MOVEMENT OF ,THF-. GRAID�,MAY� CAU CAPACITIES: F8 2600 PSI, E =;- 2,0001000 PSI, FC - 750 PS�i, FV 205 PSI . BUILT UP ME ERS A.- ;LAB CONNtCTE0 TO MB OT140 FORT IONS. OP-THE� ER $OTH:TH' 'ION DETAILS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SUP STRUCTURE, ISOLAI FOR .PARTI S, PIPING A R QU CONTRACTOR SHALL HAVE. THE OPTION OF US ING 3 1/20 OR 5 71 14*' WIOE MEMBERS. MAYBE E IRED No OTHER, ITEM '�EBOARD WA?L$,,, OA _'S, T`Hj'r'APoROoAJ'AT9 R E REFER DRAWINGS OR'OONSUILT Witi( THE' , SPONS ISLE MEMBER 0 MS TO BOT4 THE AS OF,THE-DESI - TEAM PR-1 TO,CONNEPTIN IT� tI�GRADE AND 10. NON-STRUCTURAL ELEMENTS: ORT I QNt%.Of' T�ti�SUPERSTRUCTURE C\2 OTHER.P A. _5EARING P TACHED TO AND/OR SUPPORTED TAKE INTO ACCOUNT DEFLECTIONS:AND OTHER STRUCTURAL ET C\2 5.- E y A -AL ETE SHALL 8� MADC W'I TI. E�'j ORTLAND "ME MOVEMENTS. I 7-PIA C X CAST M, Nr, D AND SHALL MEET STONE t$SIVE STRENGTH' iN 28 DAYS. FIRE PROTECTION A0GREGAM AND'SHALL DEVELOP 3600.OSI COMPR ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE CONTRAC PQUR' SLAS OVkLCUT. JO INTS. S. TORi 'MAY S m_ON-GRADE. CONt I NUQU.S AN��fR UR TEEL MEMBERS SHALL BE CONSIDERED SHALC BE t FEET AND,TR JOINT$ PACE0. 12 OWELOUf 1" DEEP-. WIDE WITHIN 12 HOURS UNRESTRAINED UNLESS OTHERWISE NOTED, AFTER POURING'; REINFORCOOT THOW NT. WALL SLAB 11 . GENERAL: 0 $L9 �, SHALL FOOTINGS', BEAMS AND WALI-4, p ING _NQT AA PLA NIE, OKR TH IRD POINT OF A. ENGINEER'S. ACCEPTANCE MUST .8E,SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. )QINTS IN A fibRIZ �t VOP +IN C M 'V K MUST- BC'*O ONT �t At t 'LESS OTHER -64-VO J&L: BULKHEADS AND fM I ZONT4 SHEM SPA14 W1 _XEY&YN oo' $HOAN'� ALL� CONSTRUCT ION JO I NTS SHALL BE� AS DETAILE4 "ASREVIEWED BY THE a. VERIFY ALL OPENINGS THROUGH FLOORS. ROOF AND WALLS WITH MECHANICAL AND ENO I NEER'.,,�' ELECTRICAL CONTRACTORS,. VERIFICATION OF LOCATIONS, S IIES. AND REQu IRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. YWK,, ANO REINFOR D, ALL CONCRETE CEMENT DETAIWN0 SHALL, St! i4'ACC+ORDANCE W I TH (tSS' NOTED, O.NtRWISC ACI SUIL ING CODE.314� LATEST EDIT ON. UN r40, EXPOSED C. PRIOR TO INSTALLATION Of MECHANICAL. ANO ELECTRICAL EQUIPMENT OR, OTHER 0ONCRETC V ., S ')*N QHAI#ER'.' U$E'�TANDARD HOOKS ON EDGES OF OORK ;HALL,HAVE �/4 04. TCD TO THE STRUCTURE. ENGINEER'S APPROVAL OF CONNECTIONS DOWELS UNLtS!'OTHtkWISt NOTED. AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITEM)RAL -AND STRUCTURAL DRAWINGS. RESPECTIVE SUBCONTRACTOR 0. RE.IN 0 FORCEMENT-. SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC. , REQUIRED FOR INSTALLATION OF HIS ITEMS. .,A. , ALL REINKOC ING SHALL 8t H I GH-STRENGTH Ot�QRMCD.13AR$,.0ONFORM INd' TO ASTM PROVIDE ALL EMBEDDED ITEMS IN STRUC11JRE AS NOTED ON ARCHITECTURAL. DESIGNATION A. 6151 GRADE 60, T I RRUPS A14 PLATE ANCHORS MICH EXCEPT, TIES D. Lr.�,,9� SHALL, a EFORMEO A, 4615, GRAD EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER : VON a.', WELDED WIRE FABRIC SHALL CONFORM TO ASTU BE APPEO ONE .FULL C STM A,36. A 18,5:AND, *A,t. MES14 AT �10tAND.�END SPLICES AND WIRED TOGETHER.., E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE EARTH. 0 C... REINFORCEMENT PROTECTJQN. 310 SUBMIT SHOP AND. ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL 1 . CONOkf E PdURE0.AGA I NST EARTH F. 2. Vt POU 06NCR RED IN FORMS (EXPOS�EO:TO WIEATHER�.pi EARTH) 210 RING OR FABRICATION O .3. COLUIIMNS�'ANO SEAMS (,TIE 6ARS):,� 1 -1/2* REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. 4. SLAOS, AMY WALLS (NOT EXPOSED,TO WEATHER 3/4 G. �4,AS SHOWN WATERPROOFING, VAPOR BARRIERS. WATERSTOP. ETC. . SHALL$ - D. NO SPL 10M OF RE 1,NFORCEMENT. SHALI 0�',MADE, 0CVT.,A DETAILED OR. AU THOR I ZED ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPfCIFICATIONS. + SHALL BE AMINIMUM BY THE STRWTURAC'EN VL ICE$ '44ERE' PER&I 1FTtQ, �OJNEER. R OF 30 BA $�UNLESS, OTHER SE NOTED E, R P IAMETE BAAS CONTINUOUS H. ALL DIMENSIONS ON STRU LL BE CHECKED AGAINST FIELD 'AROU ARCHITECTURAL DRAWINGS. ND'CORNEA$�L (PEFtl.6�1 LTH 1 , ONN E. PLACC. TWO 19 ICKNESS) WIT142'..w,-O PRO-JECTIONe'AROUNP ALL OPENINGS IN CONCRETE WALLSr SL . Ss', AND BEAMS W V,IDE AS` two '0 DIA ."LLY AT EACH CORNER, BE SPLICED AS F. CONTINUOUS TOP,AND BOTTOM BARS INr WALLS: ANO SkAMS $14ALLi SUOO�R FOLLOWS: TOP 8MS AT�MIDSPAN. BOTTOM BAR$ OVER FORC,I NO AT POS IT I ON$ JPOORt RtIN SHOWN ON THE PLANS' r ALL REINFORCEMENT TO BE HELD StCUOELY,� IN PA OPER POSITION, IN ACCORDANCE WITH THE LATEST EDIT ION, OF AdI 314'. _ 7. STRUCTURAL STEEL' X A. ALL STRUCTUI TM A36 ANOJVOI� COLUMNS.TO ASTM A500, GRADE 8, LATEST EDITION$. . STEEL SUPPLIER MAi PROVIDE ASTM A572, GRADE 50 AT HIS OPTION, ANCHOR BOLTS S14ALL BEL A307 STEEL AND, MISCALANEOUS EMBEDDED ITEMS SHALL BE AXtTeEL. B. -D AND FABR S HALVBE DETA.ILI ATED.� IN,.AC' WITH LATEST STkUCTION' POVIS IONS OF A.ISC' 7MANUAL OF STEEL CON C. _UNLESS OTHERWISENOTE0, USE STANDARD FRAMW AAM C�NN'E&L'ONS''WIM STEEL .,'BOLTS PER AI�0,."MqAN1jALtOF STEEL CONSTRUCTIQN0 TABLrjft�A`WITH A325 -N BOLTS OR T 60% THE WELDtp EOU IVALENT- , $E,�IfCT CONNECT ION AT', EACH SK fE: TO $UPPOR % 'A 'NON" COMPO$I TE TOTAL UN I FORM, LQAO.' CAPAC ITY, FOR EAtWO I YEW BEAM ANO, SP. N','FQR %i 'NECt OETA ILS MEMBVS. STEEL sUPPLiEk ,mAy svemir ALMNAMCbN ESSr, AcCav A,N I to' a BY THE Y �ALCVLATIONS STAMPCO RE.G I�ttRCOJPA�F ONAL: REVIEW. ENOJNEER R E SPON I PLE'T 17011' Tkg'CONN�0,10_ fOR E_Nj.I EER S O�S GN - D, INIMUM WCLD$ TO Bt:,A I'SC AND/OR AV � E I:H�Nme CONTINUOUS FILLET tp UT. NO, LESS EIRWISC*�NOTEO '. V, DAM, 7/3/97 S ik TIAE AMER, CAN:.*LO I NG- SOC I E TY E OP1,0A ALL WELDERS—SHALL, HAVg- CV I D ENC STANDARD QUALIFIWiONS,.TE8TS AS; DETAILEO��AN A D'I,"11 F. THE TERMINOLOG I EAN QUANT,ITY, PROVIOIt�.*-t '��6E'�SARY-IJOIN'.t 00T Nuovs M S MOVtMENTS,,_,r, QbOR61 -' L I DETAILS TO `LOW7 FOR BU I LO ING 'S WITH WE P��T ON ON.' JO INT3 R L,:AND: EXPAN i_Nt6tSSMYJ0',Wjn4STAN0 ALL 0. 'PROVIDE MOORARY BRAQING 'ANO PRECAUTION! CON$TRUCT)0N,.,AND/OR�'WINd LOADS UNTIL'A '�.Flt!.D 6ONNECY ARE LETEO� LL cow tr LACE ;..AND SHEAR'WAW� �' OECK ARE . IN P �, NOT_R&CEIVF_, AQ ITI'd M HOP 0 , STE& FAORItAf T 10tf,F40R S y 'y WING, Y bAAWL_j'NGS;"N0R"FOR��AN QAA, t 114� : REV,ISIONS TO EF REVISION! _tA00'TkN` 6RAW iNo. C INGIL PIR.I OR T EN I NEER�$,�A;"OY�L,0 I :1E E OM J §0 wn 7 q ." __ � - - I 1 1 . - . - , 1. , . ,, - .- 4- . ...� I � -,, 1, � - . � ., � � I . 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