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HomeMy WebLinkAboutBighorn 5th Addition Block 7 Lot 8.pdf ii Wilig!11:1210i i:1: IMMONOMMOW co Go 0 0 to R E R DEN E CD NO. fr SINGLE FAMILY RESIDENCE M OD LOT 8 BLOCK 7 BIGHORN ca SUBDIVISION FIFTH ADDITION "xn1,RI1:,:3fU r� ` rti , ?✓ 4tt i a Own TO� WN OF VAIL EAGLE COUNTY co 4812 MEADOW LANE VAIL CO . 80657 PARCEL # 210113104007 > . , RENCEE L . APPROVED BENWAY HI 40 i E i 0 0 W N E" R S Cue" NTRAU"TOR . Section ' international Bui lding Code/international Residenti Code Validity cf permit. The issuance r granting of a permit shall not be constr od to be a permit for, or an approval of, any violation SCOTT AND AMY ROGERS any of the provisions of this code or of any other ordinance of the NNUO130 INC' s jurisdiction . er its presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents 4808 MEADOW LANE POO * 130 % 1214 other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data, VAILY CUM 81657 (63yFSUM 1 COO 81637 The building official is also authorized to prevent occupancy r use of a structure where in violation f this code or of any other ordinances TEL 970476mmx5491 TELs 9070mum524mam '7977 this ris ictiona PLANS EXAMINER9 DATE, U. SHEET INDEX : co Z CO L3 LO Hm E E "IF" 001 >. % OVER So A0 . 0 SURVEYING INC . 3LE VALLY % x SITE SURVEY mom EAC"' Al 01 TREE REMOVAL PLAN 0 ' TILI "1" IES Al 02 SITE PLAN mom GRADINU AND U CD Al f 0 CONSTRUCTION STAGGNeum' PLAN �dft Al a WOJ LA N A261 LOWER LEVEL FLOOR LU ®m FOOS A202 PLAN r ., A23 UPPER LE `V` EL FLOkfJw'% R PLAN s x ta , l . a 's` A204 ROOF PLAN 90 Ile A301 EAST ELEV"ATIO' N UTH" ELEVATION A302 co A33 WEST ELEVATION H" ELEVA t A304 A401 B U I L D I N G% S 0% N l A501 - . 0 LARRY , BENWAY III S1 GENERAL NO I ES & DETAILS P * 04 BOX 2438 S2 FOUNDATION PLAN & DETAILS EDWARDS9 v IL TEL ( 970) 926 �4755 S3 UPPER & MAIN FLOOR FRAMING & L10"' W ROOFFRAMING% PLANS & DETA FAX* (970 ) 926 � 5064 S4 UPPER ROOF FRAMING% PLANS & DETAILS S5 4 -.DETAILS s r kIG Q COVER SHEET �9 ^PaS"?° PR"'"41 ➢'$ ! ' 1 2 "M1 'AR' @P�.'2w+ q A rr A9��� t� �i wtt^^.� t.� e ._xw� �.:ur a y G.,m,�" V � � " TRICAL PLAN El LOWER LE "V" EL ELEU ,3 v . } \ t ar6 gyros s Y ffEL ELEf"% TRIR"`% AL PLAN g �-«•u, m `".µ } i ^^.m. + +., ..ma;p ,4 i ;f BOARD wry` 4 arvrv, `�a«.. �, :m w au" Ex W 'WL"5 a b+m*, a"+Y ;. E2 MAIN LE `V E3 UPPER LEA EL ELECTRICAL � �� xr " � �Gk G P _ �" / 012 / 6 /2004 16 PER N 4"% TEMS DETAILS P1 PREMIER BUILDING SY %b � t ehw ,$" Al "` MS DETAILS " :a n ,^::. yr x n n z ';•x l ;x'^n. } 'ng M:w x `°,� " ILDIN ' SYS """ ' P2 PREMIER Bu" t All S ^a ` ,• y"`°, a } :%a tt , i •.` a ;=,MAF7 11 P3 PREMIER BUILDING SYSTEMS DETAILS a ? 4 E t, ^ e F� ,F i '.. SY I 1= U P4 PREMIER BUILDING : MS DETAILS ;u su" a 'K ;^: , r" . r r• " . .F:. ,» > a 5m e OG S ES1 C OF 1i 7 MOOS . . .. as ,. .. .< 7 ,:' ,. 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I� ` I "I �, �,, I., I � I',' I I I I I i I , fl,� /I I I I I I I I I I I I 11 If - I / I , " " I I I I I I I I I ll,re, � � -� I I I, I fe:� _ I If I el I I I - 11 I , I, -1 - � it, I I I- -1 1­1 I - I I 11 - - I - IfIll \ I 1 0 1, I I- - -I If . ,I- - 1 I I I _ I I- I I ---.If -_ I I I'll I I 11 fee I , � I INDICATES CONIFEROUS TREE WITH APPROXI, , 2.0 DIA , TRUNK NI I I I � I I ' ' I I Ie` fI_ 'r9 I re", I -1 I If i 1 - 1 I I I I I I " I I i If / f 1 , - 11 , I 1 I 1 I - I - - ,. "I � , ' If lx"`e:_I%f:,_ I ' N,,, , NI I I I I I I I If - , ' ' ,If ' ` ef ,I`41i � ifel, 11 I "I'll 11 I I I er " " , � � 1, I -.- I I I I I �ez I I I I I I ell, 1 I f e ,I, // i , I I IN - 11 I I %1`13N 'iffitilleffs" ,le 1 1 1 1 1 - I I - I fre If / \I\I,\ I 11 1,_ I . I I I I � I I � I I- ell I �N/ I If i � \ I,,I, " I 1, I I I I I I I I I -1 N III` � I ef, i If" /I,/ I N,I", , It I I I I I I I "I'lleffiffile I I /I I I I I I I i I I " If I, I , � I 1 \ el te, If I I I I NI "I"I'll"\ 47IO I I I I I I � fe. I % If /I I/ i I � \ effe 4 ' ' 1 1 "I'lleffififf 10 , 0 , V � I I I I I III / 'I f � I` leffe , if I I I I Neell I I % � I I II f I �f \ el I, I I I I � I l/ � f N I, � "I'll"'I'll f I ; 11 I I 1 41 ,'I , f I I t If `% ,% I I . . I I I I I I NOTES � I " / \ \1 1 , I I Nffe, I \ I I I I I I- I I 'i I � I I I I I I "I it � i It IN fe� I I NI . / I I I I I . k I - I I I 11 f i , J \ I I I II I § I f I I � I I I I I * I I I I I I I I 11 I I I 1 ) D URVEY � 7 / 1 / 03 I / I � I I "I'llkeffell, "'Ifill I \ \ I I I 11 I I I i I I I 1 2 ) S O INVESTIGATION OR INDEPENDENT SEA I I i l IN fiffelielf, CENTERLINE I \ �"`f"""`f"* I I I I I I I I I I 'r I I i life, I I, I *"`fffllffi� I I I I I I I I I TTED ) , ENCUMBRANCES $ 1'eff I i ( i I I I DRAINAGE PHONE I " I I , , � " I I I I I I ,I � / I / I I / \ I ell \ I I I It I RESTRICTIVE COVENANTSA OWNERSHIP TITLE EVIDENCE � OR ANY OTHER " " , i eff I "f/e, I I'll, I NI & UTILITY L \ \ I I � - I I I I I � I I � :,I-\I I I j -' I I , /I I I I I I \ I I - \ ROAD I I I I I E . A III , If IAI� f f if I I 11 I f I I � It I Lf'.1 "A / , I , jeffIl , I I \ I I I I � I' l / I I I ell _,I �III 1. it f, ", _ It' "Iftilfliff Ill I I I I I ,`9 of ... � lt,z I _ N ' ' N' . I ,, f< 11 ,9, I " . I,� effelf I I I \ el I I YOU MUS If � ? I IN, "', f, I ,N� if f � 1/ ell IN � � I I - NI I 'l /,,,� , ,, , I � I I I & ,I , III` 'll " ', 1 , '� II Ill ,,e, "111 If— � Iefe I I � I I 1 3 ) NOTICE � ACCORDING TO COLORADO LAW 'Ili I I . 11 " e" , � IIII I I " Ill -, 1_ 6 1 1 1 I I, %k 1, I . , I I - -"r I 1 I I FECT IN THIS SURVEY WITHIN THREE YEARS , it rle %`2f "; I I, INDICATES DECIDUOUS TH IAPPROXI, III0 DIA , TRUNK I "I'lleffill, II-I Ill 11 I ,"I �1 � , ft \, ,,,, I I � I /-' \ e , r4 ' ,.,',f,,�. I", :, � - I I � f If I I I I , I ell�efffille I ", It 1 , � I I / / 11 . N, N le, fill" , - \ le I I I � I , fff I I I AFTER YOU FIRST DISCOVER . IN NO EVENT , MAY ANY III %, r-, If I, // fet ' ll I I I 11 I I I I I I I I I I I , I - '11%N ? / /r 11 15t I WIDE \ I I I I I I �", III /IN fee I I '.. I Net, � . \ � I I I 11 1 � I 1 - I MORE � I fill:,IA� i I 'I'l . f� I- III, I I I, � I I III , \\ \\ BUSH I I I I ffellif� f I I I I I I , , �1' I I I I I I I I I I I I I I NI ' I i;-) D I III 1, I I \ � NN I I I I I I I � ,f . It, I I I I I f`\ N I , � I I I V I' � I" - � I � I I HEREON. I I I ' III i J I 'I " , ,: I \ IN � I I I' ' I ,I I I I.-, f� feel I k f � L / 1/ 1 I I I I flefill, Nee,\Ifilliell, /� \. I\ I I I I I I I _� q I I I I I 'L, -l:e - ,__-e f, I I I I , r Ys " I I I 'llelf,e' ' 11 ' I LOCATED IN MEADOW LANE BETWEEN If, i fee I \ I fi� I a - Il ef,,ff_r _­ lielf-"I" -11 __ ., INDI REE WITH APPROX . 0 . 75 DIAT TRUNK , � I I I I I I 4 ) LBASIS OF ELEVATION � SEWER MANHOLE fre itell, I I I I \ ) I . I � I I -7 ` 11 e IN -1 �'A / \ I I " I I LOTS 5 & 6o INV , ELV . 8534'.4s RIM, ELV , 8542il 1 e I I� Avfe%,,.", I I I Af ','� I 11 I I I effilill,N, , I'. 4 , , I I I I I II 'If 1. I \ f i I I I I " `!Illffff� _ / \ I J \ I I I " I ' I I e�e 7 "`� ,__:, * I ...I N I <\ - , ifil" I I 4 ' , If I - I I I 1 , - � : I I % ol 7 0 I I I 1, 1 4 5 , �L/ , ,,,, I \ N I IN I I 5 ) BASIS OF ATIONt FOUND It 5 REBAR AT NE PROPERTY CORNER LOT V� I \ , I, I I fillool I "'n �ff If I I I I . � I I . flefelitJ fe. / I I I , I I I W %%%I \ I, I I I I I - I I I I I I I CORNER OF LOT & 1 1 floilitloilliell"'I'll' witself, IN ` 0f` I \ I I 7 I I I I 11 I I I I I I I 1I UTILITY \ I I I I I I I I I -i I I lf�l . \ I I I I I I I - 'I'll", ` \ ii,l � I 000I \ I I I I I�Ilek ,i , �I,%` - I I , I LINES SHOWN HEREON ARE I ell"I I: "I I I POLE fieffieffiffieff A � \ I I I I I 6 ) BEARINGS , AND DISTA RTY II f: fol_ - � � \ \ %Iffffii�\ 0 I I I . __ "'I-' ' __ �_ ,_.... .0,ill`ilflll� I � I I I If - , I , - , INDICATES CONIFEROUS TREE WITH APPROX , 0 . 5 DIA , TRUNK I 000l"I" I I I I AS SHOWN ON THE SUBDIVISION PLAT ONLY , A BOUNDARY SURVEY WOULD ,%Nff ;, ,e 11 I- I I \ I - I I , ,,I , IN Ill, 4 1 1 I I I I, fle \ Ne" -1 000IIIIIA I I I I I ,If N1 I? \_I . I I , fe/Pl f 7f7 \0l I SARY TO DETERMINE THE TRUE DIMENSIONS OF T � \l woloffifllffffll`� \ effiffieffelf \ tic� I "'Ie ! � `ff � *11 I I I : I I I If J ,I I � I I I - I I I I \ � f.'Ne, , " \ I I I I LATTED DIMENSIONSIR I \ ,`7fel "i I I I I SETBACM WHICH 'i li �. " rI I I I I I I fee ) I DRAINAGE 'ki 4 1 n ,ol AI I I I , I I I I , N � vl i , I I I I � It I I I I 1� ­�\I'� I N�;L�, I 'lliffille"I'll" I \ EASEMENT I \ \ I I I I I It',. Ine elef I " I I I I I I I I 7 ) THE ENTIRE LOT IS WITHIN HIGH SEVERIT - Ill I I , I 1;ff%NI,T_ , ,ff f .��'. � I fellififilifelle"I'll� I \ I e I I I I I I, fee if if . � 11 INDICATES DECIDOUS TREE WITH APPROX . 0 . 5 DIAo TRUNK Iffill"I I I I TOWN OF VAIL DATED NOVEMBER 29 , 19840 f7fler-1 ) :"ll, I \ \ I I I I FOR THE I P�;",, I I I \ ol \ . I I I I ,I I I, I I I little . e I I I " U el� - I I I kik I fleelfilifilliffie"I'll"' ,"e're,"t I I �J`All I I I if \ Net, I I I I % I I I I I I f if I I \ 1 0 , 0 * \ I \ I I I I f I I I I I I I, I 0 q I I I ,,�;'�Pkk'A INDICATES DECID PROX , 0 . 2 DIAo TRUNK \ le flcll"\ I I I I ffe� I I I I I , �VN I I \ effoilfill I I 1 ,4A 1 000fleffelieff"I'll" \,,,-e \ \ I I I e' L � I 1 " I IV .- I § \ I I I I . I I I I I I I I I I e I folloilliffilliffiff"I'll" I I \ \effeelifell � 0 TV \ I I I I I I i I I I I I I I , eifl[N, I " I I . I I - I I I ell fe' le N I I I INDICATES CONIFEROUS TREE WITH APPROX . 02 I DIA , TRUNK efofoifflf"`� \ \ �IA \ \ 7 1 1 1 1 I , ,, f " ` . e` ,,lLf:L I I I I I I I I I ,liffeleflifeliffe"I'll .- , ,; I IV' 1� j I � fil,! � Vff$ ,,% 0 \ \ I I I I I I I I ll � ' ' I I \ I, � �j &I_ L� I I I \ 2 2x V�1 ' 'e ,,' i, ' I f ,ifl` � . I ij r e� " ?� A k I I I I I � 1, I � � ee,,I , I , I � , IK " \ 1000 I I I I I It: - I 1, I I , kle , , I ,, i � � f � ­ Ili I 1 : IIII -I ' I_ i J P, , I I I I I / _ feflreff� ,� ,,�':r _ i I0 e tiell I IN � If k>(L Ill I I I I I I I I �", If, ,, ,% ;fii.L I I - II I If f 4 I SURVEYOR ' S CERTIFICATE \ N, , I 'r ' N 'teek -r.�, � IN ;�;,, \ I I I Sta fieffelf, I ­ I � It , fe� I ". � tered under the taws of I LL,,_I � I k � I I N', N%N. ­ . II I. If If /I ,. I \ I 11 I ,I I Surveyor regis f , 1�,erk'�L: I \ I(I � I I0 n Hog -Felclet , a Professional Land I f I If � If) I - ,,I"ite IL 4 fl�V:r � I e% �', _4 / I fl,fffffff�� ,j 4 I$ 1 fe 1117 j � I - � j I ef, 4�:I I III, I, I IlIrr I t I I � - 1, ell I yl Viii - % If I d I, �, . lee� \ I I I I , fee I 'I I I fell, N � %,� if I I of Colorado , do hereby certify that thiSreffeetopographic survey was ' _ _e,.��7l� , �V I �' / y e',,�!I If __ te- , * � ,e_fli� -Ne. I feelf It I - 11 If If _� I I I I fe' � ef 'lle,V ^ II41 1 'Ill' � I � ;V71 It �, 'fe-, I I 4 ll e , I I/ ' I I i � I I le, I I I , I I x i elf- I 0�_ ell . fe' ��Zeeefq �l � `� Net ;,I �� �I I i I I I I ele- ell f%N ,A I I- 7 - 0 elf, I - I \ \ f ,I f the State Neelf ' ' , Nfffff� fif fler ii �1/ 11 I III ,�I 1,eL,t � 'I If If ` - ,feelff f ` I , If � ell I It wi, - ll f 'I 4 , A k i 1 1 ,I i fri I I � I$ i ,, I fee I ei � I I _ " --e I , �,, - �fl, � I I ,I� N If lf� , , If, fle, e,% ` I � i , 'k es , I 'I- fNN I- fettle'e,e I ,� I 11 _ I I, � I I I T, ��I" I" I fee � I I ' ,e " � - I I N i '( - I I � . I I 1 't !j"I%I N'I Ii If J / I ma and under my supervision , and that the survey is I accurate and I f ' I lr,ftel;� I ter It - � � !` ,� K fe ' I-'lle- 1 Ft `, \�fle: - , I I \ \ � I " - l " / ff� , \ . - %,l i I I I I I I I ,r ff� ,-r 1, � I ffl..� " I r) I I I I I I , � I I I I'l , f, N%" � ifil fell � I IfLee- I . 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I", -, I I ,.I , ill if, I I I e I - 11199 HIGHWAY 6 & 24 , EAGLE - VAIL I Ill II � It r� .1 I , V I I I , 11 � � I I I I i I " " I f N I I I � , ,_� OX 1230 1 \ I I I"Ir ". li L � I - I I I I I ' ' I It I I I , O �' B I I I KD7 / 8 / 03 it "IfQ'iteNee ,���,<�,�'t,��- '��,�,� LN'L,��';,�,L'-,�,:L,��1.1�,,� � �ll , � ,,, ��", - ,,,�� , ".��" , L ��, � r , � I' L Iff , -III- " I 11 I I If, I % I I I "i �A��������*�%�' fffffff,�MffffMflrl, � ����� ,"�-������-k"""�� ,�X�,�V"�,�,"�,,�'d fiffe,ifet, , EDWARDS , CO. 81632 I I WWRaftw�� NA I "I � I T, I I ' lailp ; iIiii If ; : I ii : I �: lii I I �, -�,( 070 ) 949fe,frefer, 1406 1 1 I; 1 �~�� I I I I I I I I I I " L"V/�iff,,��"ffffi�4� 'i Ii :601 I I I I I I Ill! ! ; !I Iii, I I I I I I I I I � I I � I � Nx% I 11 N� I) I � le I I � I I I � I IIf I fffffef� ' I I If � I A / � \ �1;4 � �i F� If 1 I1 ir \ Iif i I i � � I�' , I I IIf � � I I IIi � � I I I I \ I I I I elf, 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 :-- -.-L- --,.,.�.�...����Z���,�-.�",7-L � r,-I....I I" ­ ___-__ _­__�­_ ­_ I ---�--,- "--r- �- --- --- L���,W.,-,.- 'Trieffieffieffe�effell _,_=�_,,������---��,� _,�,��� Ili _f,f,fT,,, 11 I "r� 9liffiNfe,f, I - - It I - ' I'-I—I "It iffi ­'L����,�� �.��'�-------------- - - - _____ -- � e% e,,NI 'eir,I If , I, - , rill 0 L0 INDICATES CONI TREE WITH , I , TRUNK CID Nita q t 47,0 C) 401 10400 DRAINAGE Ill" 9 q 41 UTILITY PEDESTAL T ® LT ROAD x < INDICATES DEGI TREE WITH I ` , • EXISTING ILL SIGHT No F13R DISTANCE CONFORMIT q EWE 13F DISTURBANCE, 15' WIDE ITH PUBLIC WORKSe MAY NEED TO BE REMOVED0 SILT MkISTRUCTUIN FENCE INDICATES DEC T . 015 DIAo TRUNK D y" J. gg ° �1 rr UTILITY INDICATES F' T IT F F DI A. T L ol 5s0 BEN JAY III 71 203564 DRAINAGE t INDICATES ECI TREE WITH APPROX, 0*5 DIAl, TRUNK 401 EASEMENT INDICATES CI D13US TREE WITH APPROXo 02 DIA* TRUNK To[LW* ELL p a 4 . ' INDICATES C13NIFERCIUS TREE WITH APPROX. 02 DIA, TRUNK !ill i I im r ,o •F EDGE OF DISTUR PEDESTA 1 00 Familial APROXIMATE LOCATION FOR SILT CONSTRUCTIM FENCE `. r -. . ELECTFUC 00 LINE 85 sI , DISTURBANCE* 10i C:) } M LOCATION% T& UJ ' 00 SILT I IT s C) Ej In r } ♦ • a LLI 0 C:) Lj Al ME=.. } LYKW rP M I ',. . / tr UTILITY U) I C:: 06 w DRAINAGE <w Uj PQ ;Z LIJ EASEMENT l •� Iti V � r V In CO 0 1 0 Slim rok 40 L 00 Pq APRM(INATE LOCATION FESIR E r �® n ! x , e, MT CONSTRUCTUM F.K . di Yi . Jf :r �. 11 t 1 • - �,,,. JCS ELL , ' LOT 8 _ �p"�o } t t t 1 ,. i'� � '`� ,/J ,pe per,P� 2 Vol T0101 , F °ID` 855640 13.V. ELE, 8554.0' t ELL SW%0' EDGE OF 0 t ELE. t APROXI114ATE LOCATION SILT CONSTRUCTION FENCE . t DoWs } OF DISTURBANCE, APROXIMATE LOCATION FOR SILT ar COMTRUCTMINI FENCE LARRY BENWAY III low qM1 rLW. = 5* ' Sim Po • ty� UTILITY * t DRAINAGE GRADING - ANY UTILITIES FAX * ( 970 ) 926 � 5064 LOT AREA: • 2 ACRES 2758242 q FTo BUILDING LIVIN EA r r ; °°°' Y s • 4 } # . o. .P, r ar rsx ..n.•r i.ew..y" a �£'9 TOTAL BUILDING A W/ GARAGE rLAN `r°3' TREE REM00"VAL BUILDING T • • • • 33a • • :se BUILDING ii al REQUIRED LANDSCAPING AREA CO% 16549 . 3 SQ. FT. Moll MAX LOT COVIERAGE V F : yy /} AR "t s mr LOT 9 ACTUAL LOT COVERAGES , 138. 5 SO. FT. DRIVEWAY AREA�•PPi• • q SNOW STORAGE PRO D D \4, 28. 0 SO. FT. kv REQUIRED PARKIN B ON• Y 4 • WHITE RIVER 5 PARKING SPAC � tr NATIONAL FOREST 0000l 9 V 1 11 / 1 y I , 111 1 2 PARKING SP E IN DRIVE SURVEYOR'S TIFF T s I, Stan Hogfeidt,, a Professional Land Surveyor registered r the taws of SPACES F RESIDENCES OVER 20 2 SPACES FOR EMPLOYEE HOUSING UNIT. the t t of Cotorado, do hereby certify r survey made by me and under ray supervision, and that the survey Is correct to the s of my knowledge, Stan l Colorado P.L. S. 26598 BLOCK 7 I T HIGHWAY - q iL a EAGLE COUNT T . U 1i ? . . — J . NiiQ!YIM wnWFYU!i.`/. e.YP A.r't4'Nlt'f..l.•'.nYxW.vli'iM\N R Y.'..aw...viY,.sLVY.xc,SaN.A<#p+le¢:;..aTH.=k9'.i°.Y4. � rW}.W..+.'1.?htl"fifv!irvb'1'Ak'ni:Aha4 nOrVu. +rkY:ti.S.. s.a'�..ixrur _. .w.x.w a. .. ......... . a.,... . .... . .... .. . ... . : _ �..r...W _ _ ._..__.._._............ .. i ........�.......m.... �.. mmww .. lwaM �"+::..... en..,�........._ww�.w...a......v..a.m.�swm w.g ... • .i_aay4mm¢mrvs .av3m'Wlq^Wgat t KM rtN.•yam... .s„mnmv._ . iw. ac„'.^4..mvxAmm'muw*. ti'".'"'.'°'. .. 1MINm?.:^:. Iiiii:111maillsaw (0 co s INDICATES 0 LO so LO T IT ` EDISTAL ELECTRICAX C NECTIC�I ON THE 1 m0 ° � VE HEAD •R FORMER l UTILITY POLE, FIELD E FY LOCATION + , CENTERLINE W •I T CONNECTION UTILITY E I LAIIIIIIa EASEMENT ROAD VERIFY LOCATION INDICATES DECI TREE WITH APPROXs LO MAs TRUNK 15 WIDE (L EDGE 13F DISTURBANCE.,�IIeIIIII"II`*`�� BUSH ApRMaNATE LOCATION FOR SILT CM1STRUCTION FEM:E SEWER CONNECTION T ,? I INDICATES I IT . � LOCATION AND ELEVATION IL Y P�L °� ' • 5. WRENCE L• INDICATES CONIFEROUS TREE WITH APPROX, 04S DiIA4 TRUNK S � �" �• � ,? -' � � W iii AR EA! ZZ 61° ° DRAINAGE �4 '' 1�� �IA� CAM 6TEND ..�°'� � � I � E�4�EN1E� '�°'� . --' AND tltJ�'t"1..E"T �4 ' INDICATES CI T IT PP X4 045 DIA4 TRUNK ® ® �® 110 TV PEDISTAL • * .- '1 C • . L INDICATES I T IT 4 DI As IL It M 4„ INDICATES TREE WITH ` 02 MA, / 4000} T . • 000011' GOP EDGE 13F MST Mac SILT CONSTRUCTION FENCE OVERkAD 90 (y) , ELECTFOC %=01101 I 4 % 1 60010 pistitumNCE n LU CO j=I13N FIL LL. SILT El Lr) a Von NOW... ' , -- 41 ® . .. STORAGE IT ' t LOT 7 00000 A {/. m Uj El CD Lij .I ewe''.,.--~1 , ; (`4 tj` LLJ wAv CZ 00 0000000 : ...._._ m • 1 ,.vr . ' U) . r Ir OF T LOCATIM FO LOT 8 ��. / �.. 4k ._ � ry~ �52 i 4 ! co OF MSTURDANCEs APROXIMATE LOCATION FOR SILT C13NSTRUCTMN FENCE �j EDGE OF .— ^ - ® ® ♦ " / SILT C13NSTRLETMN FENCE LARRY BENWAY III P * 00 BOX 2438 EDWaRD So CO * 5v0' LITIES 4141PEL, 926 � 4755 P` L A N G.R A.D. ( 970) 'I" I T E I N�G A N.D.U.T I.Il FAX * ( 970) 9261111111111111� 506 ANIMISM !'' : IM111 UTILITY � v f 0 DRAINAGE �a N„ems w EASEMENT i OeIIIIIIIIeFAMILY RESIDENTIAL ( R ) LOT + + • • • • • • • @ + • , ;af ;,:: r as. � r=r a. .,t�n::+'eF „a rc.c, . . .. , . .. :.. 40 TOTAL BUILDING GwFvA * R * LESS CREDITS RAGE ( 2070 5516 -* 0 ALLOWABLE I t COVE COVERAGE ARr 1301 , 0 SCE , FT , ' RION DRIVEWAY AREAeee* m Q I ITT • + • d` , . 480 SNUCI STORAGE PROVIDED • • e v • SITE 11SEo REQUIRED PARKING BY ON I t U s • Sp A 0 eel AC" ES” IN THE + • . • • 1/z z/0 2 PARKING SPACE IN s DRIVEWAY* 6 IM NT CODE 12eIIIIIeelo , 10 , RI % JER PARKING REQUIREMENTS CALCUL it OVER 2000 SQ * FT* & LESS WHITE V SCHEDULE ! 2 . 5 SPACES FOR RESIDENCES ATIONAL FORES; T THAN 4000 o + - SURVEYOR'S CERTIFICATE p1stered under the taws of pographic survey was the State of Colorado, made Y rvE survey accurate correct the 't of my knowledge. FU Colorado ® 4 R If IN BIGHUF\ N \S U b ii FIFTH AD " ITIU TOWN OF V HIL , EAGLE COUNTY ) U JOB Noe 41199 HIGiWAY 6 24, EAGM— VAIL p*04 BOX 1230 MIAMI 11= 011 1 101111111011 EDWMDSs COtt 81632 IT LA A � ING LEb" EK to • 0 LO INDICATES I FEROUS TREE WITH APPRi • q TRUNK 0 Lin Nil r LO COLORADO BLUE SPRUCE 0) M logo " ' e i o . CENTERLINE DRAI • ILITT T e ASPHALT INDICATES I WITH ! • I • TRUNK QUAKING i ° . T ILL 1 " I . I SIGHT It NEED 0 1,w BUSH ITH PUBLIC MAY ANSWERS, SILT CONSTRUCTNIN FENCE T13 BE REMOVEII < I a QUANITYgggggg* 11 , ' MIN CAL . w NATIVE B & B INDICATES T H APPROXv 0,75 DIA, r w It • . N gill JUNIPER , BLUE PFITZER �Y EOM • ' I' • P • p , , i y �. • . ♦ • • (k � k I I T RENCE f • • e 10 711,7 203564 BEN UAY III EDGE OF DISTURBANCE APROXIMIATE r AUSTRIAN COPPER ROSE , PLANTING AREA 0 I I Y ! I Y T TI q, L PERINIAL P • . » . i • • W EASEMENT INDICATES DECIDOUS ROSA TREE WITH APPROX q 10 TRUNK T q a ELE. • & • ! @ * & • 0 • p ®tM • .� W • P • Y , I I u r 5 GAL . INDICATES CONIFEROUS TREE WITH • 0*2 111& TRUNK • ° b • • • • ! ' , • • • 1 000 y 17 z EDGE OF DISTURIIIANCL PEDESTA SILT COWRLICTION FENCE POTENTILLA • • • • • OVERkAD • * • ! • • ♦ ! • • LINE • •ELECTAJC 10 1 (x) • O • Fe VMNWI SERVICEBERRY • „ • • • , viggliggi AMELANCHIER , I I P g SILT UN F& Uj Figainglig AROUND ENT AREA r • • i QUANITY� 3 , 5 GAL . ® DITCH * ! * • • » • • • • • w Ligtill LA C.) * .� ♦ • • P • P • • • '% BAILEY REDTWIG , DOGWOOD 11:3 CD * ® ! • CORNUS s • » • • iA • Yw . • • w Uj ncea Baiseleyl till • • • ! ` • s • • • • • » r • » Fulgoni ligilk QUANITY� 31 5 GAL *... . ♦ . • s , 100 %• ! • * • * • • Y a • a i • • ! ¢ • • - • OL MRAINAG PROTECTED WITH STRAW BALES Cn <0 6alfA t!404 igo ND TREE TRUNK WRAPING PAPER pq 6% PLANTINGS TO BE FINISHED WITH SOUT PINE 43ARK 0 1 1 N rg" < > as • w • a a a w • y TREE ROOTS U T EDGE OF JIM J MULCH ARROUND PLANT BASE . x : 0 : EDGE OF DISTURBANCE k& L > OC) � b '0• y • T LOCATION • ♦ p ♦ ♦ • • r w • r to PLANTING NATIVE I L I Willi rbo Ln• • • MATERIAL , • • w • • w • W _ r • ! • • i i • • • w 4'giggi WIDE, GRAVEL DRIP ZONE EDGE* 4" T , • • » Lo 00 MATERIAL ON T13P OF WATER BARRIERe • . • , T LU z O DRAIN I • INCORPERAT ALL d • I I • ! . * • • PERIMETER OF BUILDING TO BRAIN AWAY, gill LOCATION r*%l imaging MIT CIMITRUCTION Co _ • a EDED " FOR • XISTING ASPEN TREES, T s ! * • * • 000 a a q PROTECTED STRAW LOT 8 ier AND TREE 0 M ELED TREE R013TS PRUNED T EDGE OF 06332 q { Pq CD O.W. EM EDGE OF DISTURIIAACEo a ELL, 81a%W e 8557.01 all SILT CONSTRUCTION FENCE Ti ELL 0 OF �c• ► DGE OF DISTURBANCE, E LOCATION FOR APR13XIMATE L q TI MIT / CONSTRUCTMN FENCE NATIVE REV AND PERINIAL LARRY BENWAY III T• • ELL 070.0' PLANTING $ 101, + 30,1 ARCHITECT PIrW! AIA W. ELL ggg 856&W PoOo BOX 2438 TIT 8 CO . DRAINAGE EASEMENT TEL6 ( 970) 926 � 4755 LAN Dt UAP` I N S61 TE PLAN 8 89 • ( 970 ) 9261mmilligig .5064 LANU UAP% G LOT AREA : 0. 6332 ACRES 27582 * 2 SQ * FT* lit- ws� f ll REQUIRED LANDSCAPING '�w A.A N Y liggligglig 165493• ♦ • PLAN EXIS11NG NATURAL LANDSCAPING AREA ggggggi a • NEW LANDSCAPING AREA ggggggg f • • ♦ DD14 / 28 / 2004 gill, LOT 9 MAX LOT COVERAGE• AREA : 20% ggggggg` " FT. DD15 / 28 / 2004 ACTUAL LOT 90 ♦ FT, CR16 / 22 / 2004 REUNION FINAL DR08 / 5 / 2004 r • • Ile It REV . SOONER MOM= SNOW STORAGE REQ gggggg 313 . 8 • SNOW STORAGE PROVIDED ggggggg r.MUM& ♦ ♦ y • Ito%; u i WHITE RIVER 1 it a 4 x � a . t d . •. .. � J�' ix :3 , f nn ,r U : �� I ti NATIONAL FOREST SURVEYORS CERTIFICATE u4 v. y the State of Stan Hogf eldt, a Prof essionat r Istered under the taws of Cotorado, do hereby h r Ic survey made by me and under my supervision, and that the survey Is correct ct ! Stan Hi•.r vwi•WS®•-t#.c P+, Wrr®awr wwww ®rrv#•r rra.W vamorwW ama.e. yi Colorado P.L.S , 26598 B 41199 HIGHWAY -- (• Pill BOX 1230 FIFTH A ]DDITION BIGHORN U 13 11 ®-- r 1 � COUNTY , COLORADD liggLI 379t7 gg JOB • ' 4:nvew w.'. a.u ..... , _ .. .: .._....: . ...w. • .... _:.,. r r .:,r::::. : .an.J... ..v .. ...n..o-a :..ar xv.. a�a::Gl:u a »' m'wvy e¢vr : ..aercon:WH'.Y Frrk:ktlMwt aufmayM¢ w + r t.:rt+rtF " .nni t:•2,}.TW.. 'ur}4`L.iUi xs:Aa::.he..: ..v-.�:Mfi+re'M.'.A4:wa'.vM. ..wh'+iA(YUtS.4S4�'S(}t':-_w+ Y . .%lYfSrt.'T..FM1 @Mi1N.' AH{S'.Sm } INDICATES o WITH APPROXI. e DIAs TRUNK so Uj 49C 00 ' q 1000, q t CENTERLINE DRAINAGE TILITY PEDESTAL ° r �.,.. F EASEMENT ROAD /00 x W < INDICATES I I T f f® a TRUNK EDGE OF DISTURRA 15" WIDE oitilkst BUSH • SILT C04STRUCTIM FENCE 4 . , r f • INDICATES te ® s T R R j R W W y . T4 i s . r._. ,.,,. . ® r ° r ° $x e � w ,-a T f0 ass / LO te ow 4b Lo INDICATES TREE WITH APPROX. R R TRUNK 9m 7 at rs 2 03564 C Br Insist INDICATES DECIDOUS TREE WITH APPROX, 05 DIAo TRUNK EASEMENT r< wee INDICATES T 9 8 ToOsWe W 6� nk° w, y�f aa &b.p F . ® n ® 0 TV INDICATES T e a DIA& to SILT C13NSTRIJCTION FENCE AD OD E 8556 Opp IT o A TE LOCATION 00 LT T LOT 7 U 13 Law Q C3 LO LO M DITCH Los!r r uttistriqL/ vwtf rVIT4 Pf CD Lr) 4,0 IL MSEM UTILITY DRAINAGE sill° OD EASEMENT 4% 'QZ W IL 00090,10 U) M ro 000'a"• µ e LAJ L3 00 00001's AZ Cd ME OF APROXINATE I I T E3 U 9 f W 1 = 85530 LOT 8 W f ELEa 06332 m PCI TJI f R 9 OD f W ELL EDGE OF APROX1114ATE LOCATION FO d W SILT C13NSTRUCTMN FENCE 000000 GE BF f f W ELL 85640 M ELL SNAW j AM)MTE 000100" OOOOOOP MIT y s T-11W. r LARRY BENWAY III a = ON Q BOX 2438 UTILITY L EDWARDS, CO. 8`1632 DRAINAGE . ( 970 ) 926 � 5064 EASEMENT 00000 TEL (970) 926sississaI4755 DRAWING TITLE , 000010 " Ill"" T1 ON S' TA 'G I N U F M SIN /20 /20 assas LOT 9 r 4000"1 FINAL DRC ,8/5 / 2004 0000 0000,00 0000� REV. DR08/25/ 2004 WHITE RIVER NATIONAL FOREST I. Stan Hogfeidt., a CERTIFICATE Professional v r the the laws of State Colorado, r survey under made by me and supervision, survey is correct t of knowledge, fLf W 26598 LOT 8 HIGHWAY Si Hogfeldt Colorado W �. IL PoOto BOX 1230 MWARDS, 9 4 " . . PROMITY Lo r _ _ .__. _._.. T in 12 co D 1, T. = 8554* 09 ' T, , , B4OwWo 85510" B* O* Wo 8550000 POSSIBLE GAS METER LOCA110N . VERIFY WiTli UTILITY COMPANY. d I Lu 380 yr PARKING R PARKING � . " r E SPACE r 1 B i // d ti 001 FADD111ONAL XT, ® ' _ it 0 VERIFY I y p -yb wF` q•. Ye kY '11 la .rs rww.n .woven caw. .os an�a � i� �i o� �� �� ® SIR �wO X111# � � YM 011alllb AIII♦wM flY� i � �6 � ilmA �, 9100 �f• �YIOI e1b1Y. � � MYi ib0 � �� �fo ABM � Iiiiiiiiiiiiiiii. m1011 � •O .� �� �! �Y � � . � �! llllllif �r � ®IIR IIIR.IiIR b1111111 � 9lNMtl YYIIIe� bIN/� �Y AI®IIIU1 i! r11�11! YIpY. •°MYe � �B �. flgi�}le MN♦AIIYr +RIB m1.W ilWlid. 1pllY�lp9 aaYas a® L.�® 0®Y ®Y N� rIN.O Fj wif 1 !t i .. � i d w Zi �-`° ° cl �-- 1 \jk/ ill"I" NI PAN 8547e5 ' it i rill a I 1 -- i i R i TAPE AND StAL WALLS AND CEILING i ELEo AT i d RAGE i i . i i L , SLAB � . i . � Vaal , % Y s I Lu llilli lip: fill ti tj d - C4 RoOoHo TORAGE Al SLOPE DOWN 6 " TO. C ' R ' GE DOOR 0 NORMAL CLOSET STORAGE = fit* R , ADDITIONAL INT. STORAGE 34. 5 i AI �JD Uj E3 c:) Lj , w 1 /2 i % I A 5*iiiiiiiiiii,off N Room U 0L LLJ Z Lj i i _. i 1 a i 0 i '� , AT DRIVEWAY E3 LLJ ne r Iz— III Will LD OD UJ z i i - , -- d i i m , i EGRESS ° i _ i 2 IN L DER NIT � � i � =� 1 CD 1 mm J 1 /2 illi`7 UP 60 " WX41 " H i A i w , ' vi . `-�—� ---- UNDER 'STAIR 1:willill' 1% a � 1 GYPSUM WALL wq o EDGE OF PAVE10"Tiiiiiiiiiiiiiiiiiiiiiii� k r- _ . . ._ . s OD all a wem wqv aimmeim sew u co Ott 1 /4 1 ® � o q i ' E Swan RAGE * 87J . 0 fl PATu L-03 A R A Go* 10 oJ A La cum ARRY BENWAY m �IEH U, I vi G EMPLOYEE HOU ' l G U 485 . 0 sol ft , moillill"' Y MUD -4 a * .raw ft . ARCHITECT RA BOX 2438 EXTERIOR STORAGE . 420 u Sq * ft * 1, EDWARDS, " COo 81632 Lo TEL ( 970) 926 4755 i ! 1 d i tj ` AND CREDIT& FAX* ( 970 ) � 9261111111111111111115064 QERLLALQULARQbL5 "Iki . F.R. A . ALLOWED UN SlITE : 8125 . 0 ft . =F . _ ti TOTAL . � � « 4514. 0 sAo% ft . DRAWING TITLEs iiiiii AREA s -i t . G% A R A u* CREDIT, 44 1 7 0 t 4 BEL `* GRADE u FLOOR PLAN u RED I T* 3wO %o ( 980 s2qmm 11111111111111111111112 4 0 is fL 005 _� 00 T. . = it « 1 OOA iii'BwOvWw 7. r� r� Rr ta� R 7 R� Rr R. » 1. 0" F1 AL DR012 / 6/ 2004 38 111111111111111, 010 8 _.� 009 011 013 TOTAL LIVING ( HABITABLE ) AREA , %J %J61 s14 , ft . PERMIT5/ 16 / 2005 T.O.W. . T. O. W. 'mil t BoOoW6 mw , m i R . . . 8550oO' PROPERTY PLAN TRUE NORTH NORTH t � a n y x Y w Y u . Y m o irr tit to co N 04 Mail 6 5 x will . _ .. �. w... MIM• • a _ { r Mir c; it i ._� . I I � All- ENW n to I` II® 2 will ( C14 rill 7 D6 Milk too UEN a a I I AZ Lo tKpa P � , 1' i a a I I I I I I I I I I I I I I I I a. w� ages ®.M a ruY _ � ww.ev. wsw n Wbw ry aw .�s r.e awMO m.m I , _.. _ 6 r r' $ L . �_ � co OD 04 21 .. , d ,4 rMOVE all e g i t o a _..._ I I I I I I I �r _i r LLJ el. li� 9m .® a ._ C3 Ln D D4 l° l 9— z Lo D37 F FLOOR ABOVE uj Ld 04 TOM MX C14 w C4 till J 1 � It � • GUARD AND HAND ;E o Mil LIVING a M °-VERMONT DIRECT T, STOVE OR EQUAI... SELECTION Y a 7 1 T I 7� 7 ' ' � MIR UJ 011111111114 x MIMI® � MIN MINOR*QO Mil Ml c> All co lo . a D86 % LARRY BENWAY III _ o TEL ( 970) 926111111111111111114755 - It FAX9 ( 970 ) ' 926 � 5064 lit DRAWING TITLE , La M- AIN LEMEL FLOOR PL Rum I IM I will MAIN LEVEL Amm"m FLOOR PLAN Ro011iHo 10 G . F . R . A . FLOOR AREA THIS LEVEL: 1558 . 0 is 41, f t SD14 /20 / 2004 i O a . P r i /4 " 1 k7 "' REA " R T' ' A N CLU DI N f " TO BELOW AREAE"i' IL OPEN N 8 9 0 16 111111111111111111111101" FLOOR TO DELINGi ABOVE # z siiiiiiiiiiiiii� ft ) '.w_ s r 1536 . 0 + FINAL DRD12 / 6/ 2004 PER To5 / 16 /2005 ILI Ile ,,° millilis R to OD 15'— 1 / 1 1 a .� LLJ 4 qt ® 11 ® 2 1 /2 x W -e< dr ON LL TI OF WALL, HTI. i � !i ® « e 7 73 OVERHEAD ,WINDOW zi SILL 0 7 . .r. !7 s « « ex . a _w t OD CI cq BEDR 0% M 111, 13 BENIA.08Y III LE L . to WAN to " EGRESS s 1 \y9 UNIT.CASEMENT ° iS i L 0*"IIIIIII� Do me I Ne JJ'/ tonal to IT 1k 36 00 �-- '`- TOO 0) /8 0� InO UJ F� -gqr e 1 1 . P ADDITIONAL G . F . R . A . 1 1 1 1 f _ UNIT. AZ Uj E3 c:) Lj EGRESS WIN . week oo >aa L 0% F IT C) CASEMENT Omni EGRESS ee - !f UPPER IIIII, LOOR LEVEL/ TTK a � ! ffi . ' s DOWN q � t i co 7°°3/4p , 7READS f 461 cj) 4 L) LJ Vienna 45) (0e) tn F7 r-� I men, L$ _... ..._.. . _. — -_...._ . .. . ... . .,._ .__ q.. 1 5 1 - ORION C3 w C3 c:> Feeee ® ' 7 A T ree"',b E M UN u mammal to NOW IM : ININNI III ; Iml 0 - EGRESS ` 98 CASEMENT UNIT. LARRY BENWAY III .,... .w.a. ....� m. !i ! 1 _ PoOo � � --------7 TEL (970) ' 926 �4755 a saw& r FAX,* ( 970 ) � 926 � 5064 7R LE OR A upLimt anon 0 " PL " pm% EA THIS LEVEL 1 "' 76 sq . ft . DRAWING. TITLE , G . F . R . A . FLOOR AK %3 ' REATER TA " A ' A 0 OLTED AREAS Li III N I N (C LU D I N VIA U UPfr"I" ER I. EVEL L 41ammu 5*�3" _L__ 3 eeeeW L S� 6" 2 3" 16 ' � 0 " CALUU' LATED FROM FLOOR LEVEL TO FLUUN F AIN 58 Is ° * ft 22 .0to 1 n3O 27 R kp A Ai "I"O "aAL LlVlrq (j HABITABLE ) AREA 1118 . 0 sq , ft . Ra FINAL pp i PER 1 `11719 / 16 / 2005 . � . _ „ r, T G I PI" t � I IT 9 IT IS If TI v 4 LLJ Zr, Pao k L A TRUE JAL Tr N - - - - - - - - - - - - - - - - - - - - - - O In PROPERTY LINE � ^ O --m PROPERTY LINE z � N N co CD RIDGE ELE , = 8585 . 66 ' 5, � � i W U o GR ADE ELE , = 8553"' , 75 / � m L'-� W o p 00 co IM RIDGE ELE , = 8582 , 8 ' � = N ROOF LOW ELE , = 8 72 , 48 ' 15 ' SETBACK 2' - °" r - o• s• GRAGE ELE , = 8552 , ' S ' � � m i N �j < 0 mom � fV RIDGE ELE , = 8585 , 66 ' i � .; # r; � � U GRADE ELE , = 8559 . 07 ' $ E �a't� ��°� �� o%j � 203564 ? A Its Ea ' R� IAA Y�- 0 z a MI � � A RIDGE ELE , = 8585 . 66 ' �^�° ■ _ � ,...., GRADE ELE , = 8558 . 46 ui H W a � cu i RIDGE ELE , = 8577 , 91 1 �-�- � � v � _ o � i R ADE ELE , = 8550 . 0 ' cg i V . LU pq Ld p RIDGE ELE , = 8581 . 80 / A � 2 � 6 GRADE ELE , = 8550 . 50 ' �� � � � 1•� � z v, z � mum gamma Lij MIL Z Y 3U � mi am M& EL LUJmJ NNW= IN - ! r�l o 7 , 1 Z 712 i oo i K � i O P i Jr IF PR ❑ PERTY LINE $' - n` I LARRY BENWAY III immilim ARCHITECT - AIA P . O. BOX 2438 IN � EDWARDS, CO . 81632 8 " GALVINIZED VALLEY j TEL. ( 970) ; 926 - 4755 LIM WE 3a . g � i FLASHING WHERE i FAX. ( 970) ,, 926 - 5064 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t - - - - - - NECESSARY N ROOF LOW ELE , = 8560 . 39 ' � DRAWING TITLE 2' - °" 2' - �" GRAGE ELE . = 8550 , 45 ' ROOF PLAN I IV 15 ' SETBACK s i 5' - 6 " K — STYLE ARCHITECTURAL � SD �4 / 20 / 2004 GUTTERS AND DOWN SP � UT � nn � 4izsizoo� 1 X8 / 2004 0 R : RUSTIC E D CR16 / 30 / 2004 � FINALDRC � B / S / 2004 RIDGE ELE , = 8585 , 66 ' ; REV . DRC � 8 / 25 / 2004 GRADE ELE , = 8554 . 5 ' tlr 5 PROPERTY LINE ell me m 0 to qt C*4 C44 C) 14r) %VVgVe Ligoge Of m s I OFF 0, f . .5 (�vl ell Mti v . ' . . C� 0 ° f. . NNA RIDGE p q 2X AND RIX CEDAR Io q r� BENJAMIN I ® TRANSPARENT RIDGE ELE , STAIN ELK PRESTIGE i HIGH DEFINITION ASPHALT SHINGLES , IFT I Li—H 11 L- - _l UJ l� 0% LLM VI LO C3 LLJ E3 c:) Lj %4,t I 1w If Me CEDAR WOOD -�- f w TRIM q op .. ee •. • , en ♦ ^ • • s :t ` !� r f I 1.1 STAIN NATURAL REDWOOD 0 7 i A 2 i !i � em's ° R . S . f � & WHITE CEDAR SHP � LAP I .y _. -.� T. SIDING , L . BENJAMIN MOORE SEMI TRANSPARENT 1 � 601 Foos C:j In J AMR STAIN NATURAL REDWOOD I. , U) C3 Lim U Ld av :R %R 14 q: w 44 ' CEDAR BELLY BOARD I TRIM , : .L ., FINISH BENJAMIN I : i q Wq. STAIN NATURAL REDWOOD 41 t4 7 052 4 d% Ld M7 4C gIggpqggg SEMCO , ALUMINUN CLAD WINDOWS , COLOR VINTAGE BURGUNDY . T N . PROGRESS J. RI LIGHTING , I . LLJ CEMENTIOUS STUCCO , MEDIUM BODY . . c ' '. MODEL, o ge lle 1 . :- _ _ Y BENJAMIN . ..• °. ° TEXTURE , _ . .x ' . ' • .•.' . • M1. 1 r " m • a '. CEDAR DECK POST AND TOP RAIL gut SOLID LATEX RICHMOND BISQUE • • + `'' .•' Lw . • P . :' •. . .°+. '. j, "?y .mLea °a° .: t tP.t'sJ, '-ti a .. : ,y, ' .. . wA I STAIN OD lee COLORBLACK — 1 L INISH FLOOR• t 8i ♦ ' q 8559 * 822 el rJR t '• .r:°x r a+A 'gip Z'^ _ J .° w WIN r . : L ^ q • ;!.°. . ^V 'M. .+' .a. wb'L . ,. - v •• J :t s I L x MEDIUM _ ^ L: ` LARRY BENWAY III BENJ MIN MOVIE SEMI TRANSPARENT q BENJAMIN TEXTURE , � ® _rr _»__ ®_ rs! lrrr rrrr ..rrrrrrr _rrrr �rrrrrrrr® rrr � I � SOLID � I d NA "I1`URAL REDWOOD. 6 P. 0o BOX 2438 MISSION ' � • > ,. a• ° • JC rrrrr®rr Lim ii IL�j ® rrrr rrrr rrrr . . 4' !' o MWARDS, COI. 81632 eO STONE %VENEER , DR "TA L; '^v • .n v ' ` - ~ • MTM YgRM ® rr®® YriMaMW rr rrrY Al6fi I. �• ° °IS:....r. I TEL * +°^ ( 970) 926 � 4755 Vq s _ ^ GRADE °. ®Arrr� rrrrrl. !! r® r �r ® rrrr «. rrra �t ` y EXISTING FAX4 ( 970) 926vwmm5064 n . M ® _ miggaggis FINISH i IN MISSION$ MISSION MOORE; ]DRAWING TITLEt IL �mwmoRA IT I` Rj"` I` OSED ELEVAOIN Low Ci - ell le elle le 1, 11 1 l, '\ 1 , le ' eel tt �. ,, k ... . . . /� 1 11 le, III mill 5 .. • I I , f q LIGHTING , — I , NUNTH ELEVATIUIN b a le I ; UALE * I e - 1 ell . . el G q . . . > .,_. ..._,..:. °., .>...... . .. . ,._-,.._ ._ .. .... ...r...., .. _ . .. ..m.a1a w • a n.:»a...w..usw.a.ver ;w;:6.liw;ra. . ._4:ys 'r:OL°-u.:.ii.^.diS1i'rn:�....e,._. . .. ..._,. a b to cm) Lo co to C4 CN J. W �< of m v NCE L . wv iN RIDGE ELE . . GRADE BELOW i FACIA .2X AND 1X CEDAR COLOR : BENJAMIN I - STAIN NATURAL REDWOOD p OD %&4 6 RIDGE ELE . 1iiiiiiiiiiiiiiik Ai i N 00 vi"14 1,2j — » 12 'to lift 7 UJ X E3 10 CD O «. RIDGE ® , LLI 1:3 Lj i «_. s Ole• RIDGE ELE . 8577ogl ' 13 < CL WHITE 2X RoSa CEDAR WINbrGW AND CORNER TRIM 2 8% 00 cq I �I I I % it 0 > CN . uj BENJAMIN o I � P 111 "In STAIN% BELLY CEDAR I : . ®. f BENJAMIN I a 5 • W x . 4 t • :^ . • g m� Lo OD STAIN NANRAL REDWOOD • v : FINISH uj .. • w, . Ld WALL LANTERN . PROGRESS %LIGHTING $ , _ a Nit z ea I I - •fi, ' ♦ • MODEL , P5759iiiiiiiiiiiiiiiii33 , LUMINANCE % 3951 w . , . ` • .. 4_. a LIGHTING , I .. n- MODEL, P5768iiiiiiiiiiiiiiiii33 LUMINANCE , 1 . 41 Fiv off % lriiiiiiiii� I t COLOR VINTAGE BURGUND 4 8• • r w• L t ~ .. r I I m $+ , •. RAIL , TEXTURE , I I » . • - • + •° a STUNE VENEER .y w RETAINING WALL w 4 BOULDER �% ' d d P • t . ":s • .. •„ ' • `.s P= '• e ° ♦ ,wf n f •mA. x . ° ` . ._ . , .•a FINISH O i Y T I _ •+...� .+:.'^ ° 5 .. i •^ • '• •W a -• • r.tl • a 4 -• • • -.• - „ t - ' ,f. t ^m +r. l' / ww w� � m •�• f./ ! -°z+ c� �, • � ' g y q� ` "f �m . .. . ° •y- . . r• r _ _ � , ® ;: , EXISTING GROADE 6 SEMIiiiiiiiiiiiiiiiiiTRANSPARENT STAIN NATURAL REDWOOD LARRY BENWAY Ill ARCHITECT AIA iii lit 00 IPA BOX 2438 CD % I &=�� I % I . I �. I�I I EDWARDS, CO* 81632 WALL LANTERN , PROGRE Ll N MISSI & I LNN i TEL ( 970) 926 �4755 pn , • , u� , I *1 .... j .«. a ,® j •m �, ,,.�, j ,. �• ,..» g® p y � .®• g ® /- N• s® / '.- 1 f f P y{� r! f ® v� / $ ` �/r ®l� �° ,I $ t✓ � ! v°- p d �d �!' / �, � � ! � l! �W + Yrorurt :�w•Wroarran®® S � � FINISH FLOOR ELE . 8550451 ` ww ®ar®wras.ws•ew�mewiro ro a �" --.m. '.�"" w.` a`.n' •,�... .:..�,• ,,.,.�„ ,� � y� : ,g EXCA `v`ATi GRAD BOULDER RETAINING WALL, %% EAST8 . 1 HORZo STACKING w 00 ELEVATION r , _w m ; EXISTING GRADE PROPOSED GRADE RE LIM DR08 /5 / 20 5 . EMAIL DR012106/ 2004 ' ATIUN E /A 0S T E L EV 8 NA LE 1 / 4 ) ) . cn U ef f Y M t, . F< M CD Fill (o to LLJ LLM kill 0 G RENCE L . BENIJ'!,AY RIDGE ' RIDGE ELE . -� 8582si _ FACIA .2X AND 1X CEDAR . BENJAMIN -FFFFFFFF STAIN .FFl SEQUOIA PRESTIGE ELK , HIGH DEFINITION SHINGLES , COLOR BARKWOOD 00 . ROFFMAN= 8585 * 66 ' 111 / 111 All III co 12 IA j Lo a - =LO CEDAR WOOD TRIM COLORe 1-411 1 Is -IL - A - Is Is -a -- PLATE ELE . 8578 * 27 ' WINDOW Fill BENJAMIN MOORE SEMI TRANSPAREN fissional U STAIN FFFFl NATURAL REDWOOD lift 2X R . S . CEDAR I w AZ w WHITE I —FFFFFFFFFLAP SIDING , COLOR : ......i w, I p I po r.3 OOM Alift BENJAMIN MOORE SEMI TRANSPARENT 00 r3 ' Lt. U Lill STAIN -- NATURAL REDWOOD c"i 3: C3 (4 I L3 CEDAR BELLY BOARD I . i I uj i •. . .d" * ..w• ya T a . { t 4 • n' ^ . a:a .✓ 3 . w m. A . .. m ° t' . . .T"' a - w _ ° .. a • r - " ° J . . f t•� • . • x T * - ° . ° . s . •. .+r aw .f s BENJAMIN MOORE SEMI TRANSPARENT i M (U STAIN NATURAL REDWOOD Fill - ,. f _ • n r AND DOORS , COLOR I _ C P.m r _ ;+ _ .� t 0g I — f TEXTURE , COLOR : BENJAMIN MOORE r rr ` EXISTING Frill SOLID LATEX '. ° RICHMOND BISQUE OFF 0 CD F .a . e ° •. . J r * y . ` my4 'a Y• . ws w ti • " • a .` • . . ` w ° u A • � a STONE VENEER , DRY STACKED MM .. • rr . • r « . S °i •. • n r r . T • Fit• • \ 6 r ` gym ` -CABINET " r r - ° swommim ffim 41 assom moo • r .. . „ ° , a r. }. ° • r ° .. • •- r . ,a r m • . .. + a . „ . y ° r . ," • . 4 r sl doom iss.i ••q ••aa issission Wow m �^ f +� •.Y } . i. � x *� _ m . Jr ° 4-' °°� a` ° i...n•w" wa°•S ° ry 'a. m • rm y^ • • w, a{° as a ti' ^ • g° . = r _A .ro^' ✓ -. x . . * s° a . Y '� ' :.i+ ♦ ° 34 ."° « yy % f °i• . p r I f • ••e` J : • w a •M"' a•�a •S P \ y . j" •.. !! a ! s °'"° Foal GR A DE "Isill smatill LARRY BENWAY III EXISTING �. GRADE aoj J I i P,* Oo BOX 2438 op cn EDWARDS, CO., 81632 WALL LANTERN . PROGRESS LIGHTING , I I all" 9ow MODEL, P57599 � 33 , LUMINANCE 3 . 51 TEL ( 970) 9261111111114755 FAX4 ( 970 ) , 9261111111115064 rh ISH FLOOR ELE . 8550a .5 " , ,I 00 SuUIM I I I � BENJAMIN 1/H MOORE , SOLID LATEX RICHMOND BISQUE S /20/ 2004 PERMIT5 / 16 / 2005 Fill 4 ,.) UUTH ELEVATIU'r"NN S 4 '4 1 0 ♦ . $ s 4 a. 1h NEE u t � m 4 . ,. tilt. .,......,, ....«.,.... :�..... ..w.0 . - ......m,.,..,.........m..... . .__,_ tilt .. ... tilt.. _tilt . . age oil gal 11 1111m Im �IIIIIIIV co to Cloftw% oom% 00 Co 0 x W < LLL i mrt v m tilt P tilt .. �, - � �vr �.� 1 • � R LEE , N ffil III 2035 64 d° I . . BENJAMIN tilill uv TRANSPARENT STAIN pal ELK PRESTIGE 1 , t HIGH DEFINITION ill"L I ASPHALT i COLOR BARKWOOOD Go I ELE . 8585 . 66 ' CD w 00 (]N 00 L3 %wj WALL LANTIERN . PROGRESS LIGHTINNGI, I I = CD p at if I L& 1 _14 " : u CEDAR W 0 0`1 D TRIM COLOR :t BENJAMIN -­1 SEMI TRANSPARENT STAIN Ld 10 NATURAL REDWOCD (4 , SIDING , E3 I MIN MOORE SEMITRANSPARENT NATURAL REDWOOD 3: U Ln Lo I " TT uj . Oil CD WALL LANTERN . PROGRESS I I s I I P _FINISH 9 -� P 1 LLJ Y1 a "° ANCE , :. _ I .. ' ` � •" •. .. . . tilt .. STAIN TRANSPARENT till Y ' ; t . p . COLOR OlItIl VINTAGE BURGUNDY .e•• r All • " • tilt � i tilt .• , .•. 1 • P fir, I MEDIUM sv.�m...�.m.�..«v:e..o•�.m...•m.w•.—� . . ° . • - - �.e • •i'• .0 ' _. + . . m .. - � � y • " . . ' °.« .n - _ l �a ,• ' . • .rn: .: tilt '•, 6 aa�F BENJAMIN MORRE 0 Oil • . . a CEDAR DECK POST AND TOP RAIL ew RICHMOND ss .. ., A • •' . ^ ' •' �' l • ° a •-AL REDWO041)Y� a '• % • .. .. - f° .• •`. ' - ,. rF • • f «. tilt 3 q, µ' � v w ,6' .: rnp I STAIN ; . . a . .• . r � e , .. 4._ I N C31 400posiz e . r , .• n - • _ .. a -. } • • . �Cq ,�„ • • -- ., , '• • L...,nj ' rs n r .. WALL LANTERN , PROGRESS I I MISSION I Oil 3 • > e ' ., ' ' . , e ..° ' A. .' ® ^„ _. a 010 YYI ` QYY P toll MODEL , 0 . 000 GRADE , . m - I Oil wooa. : _ s LARRY r SED GRADE ARCHITECT AiA lift Oil all. 0.- T s r / woo BENWAY III r _ m /a d � , «` o R + . -• , a' t RICHMOND - -° # # , '� r MAI e ( 970) 9261111111111111111115064 STACKED STONE VENEER , DRY Z�o -- -- _ , I FINISH _. -- - ELE . °.� o -- w.. _• '�°'®D�. , _••, m — .� — w tilt. ee.ot..aa,..^a�,rR waaw ,ry All M d ' mom amillillillit "I PERIMETER DRAIN EST MOOR .m.. I TO I DRAIN ELP "ATION RECESSED INTAKE AIR 47 90% 0% SD4 /20 / 20um"llillill'� LOUVERED UULU' R .o BLACK PROPOSED GRADE I T TI —. LOCATION PROPOSED I I METE PER I I I FINAL DRC42 / RICHMOND BEN AMIN MOORE , SOLID LATEX ME "flERS LOCATED ON , VERIFY LOU , WI - I VERIFY P I I UTILITY ck WE T U 1 1 % E LE V A T1 o"o"i N toe UALE : 1 } , 0 Lo Lo o RAJ 0 Li >IIIIIIIIIIIIIIIIIP LMAIIIIIIIIm AVOI ki r 6. ` co o ff� ifs Mp p gggpp L . WAY II eD `00 WIDTH F I T . F . . . L ± . VAULTED . WIDTH WIDTH I IICALCS , � FOR VAULTED SPACES , X ' " ADDITIONAL . ." F ADDITIONAL . . . � ! Ln EL E . -- _ f :f __, / w 0 " , a) LLJ in .. i 6% 7 UJ aj Lij co w— ..r ELE . --- ' LD 00 11111111111111;4 �P f8 6 i } uj __ FINISH FLOOR ELE . 8570145 I f 91 -- �---�— _— F STAIRWAY I ,. ;. L I c) FIIIIIIIIIIIII� . _ STAIRWAYS �-- PCI CD F STAIRWAY INCLUEDM .IIIIIIII�� OPEN AREA% 7%10�,� FINISH FLOOR ELEO 8559a822 ' { w EB EB Lid ARCHITECT AIA Pa Os BOX 2438 ® O.l_f( 970) FAX * ( 970 ) 1 926 � 5064 IIIIIII* � FINISH FLOOR L ' a DRAWING TITLE , Nt w i r PROPOSED w w ' _ 3RADE 11 4 iI L __.—wr � rrrrwwrrrw�rw ,�w� wrwrrrrrrw_wwr._w.» r�. rwrwwwrr.�.�_ . .1... wrw.wrrr�rwrr�r_ { , . w �s® w wrrwrr _ rrr_.r.r_rwrw®rw — _rrao .mrrr _wr wr tart wr.b.rsr ®rwwwWOr rw rwr rww—s.srw_p y-w �orrmerrwewrrwrwnrw Mr—o Y x f VAULTED UIELIN 4 ® ♦ . N PE08 / 25 / 2004 b �y/ 4 11 FINAL PR012 / 6 / 2004 SCALE 1 9 +Cs _ r .erry..,WC6+WJFV9 `w:aiM\uvYm SCb,y, F+FSaepn^,1ns..ews✓.5"Y4..^atW#..m✓.i. , ... .. .w... . .. . . .. .. ...... .. . .. ... . .. > ., wanx .x . ar ... u:n? ,f1 kT4aNk .eKazh �gia5i= 5?r1$inY eti u' ns yx� ve v' xw.. n..n . e .. -. . ..a. .. .3. st!�a,�2+'..�':vdxt:::tae-3;wrH.i�.cb x.xlr.0 ..fe.,:w•�.tv>x:...,att x...,.o-.wx. . .N«..5�,.�n.PidaNGr.S.Ai6-,t .t ,. e�5.*d'.ti Y.t�+ a�Wn• 'ia'wnw.va•., a • TY cq E D T RAIL it .. .. ----._.. _- _: ... . _. . .. co PL IT C , I � SIDING , I 1 i, STEEL L TI L E T REVEAL , I E TYV ���_ ( 2 ) J , BUILDING , FOLLOW I MANUFACTURERS - 0 i • L C L C I t _ T 71 /4 5 a Lo ii it L C INTO I L POSTS , PLATE IL I 1 it it L I I L R . S . TILES : L y TRIM it co% co { I — I BLACK — 6X6 RED WOOD IL POST PREMIER L r SYSTEMS , U T I 1 2" TUBE STEEL OR WROUGHT 3X12 R . S . CEDAR BELLY BAND INSULATED F PANEL , _ 9 _ 1=F CD IRON PICKETS , ri O . C . CI G , I MAINTAIN CCU • � 1 2ir 1 Xj PLATE v. MAX OPENING . STEEL IT IT I T I , 51 PERIMETER , LL EDGES AND M BOTTOM 4X4XJ2' STEEL I PL T IL VALLEYS , , : - L ELSEWHERE < 0 it 2X6 RED WOOD STUCCO SIDING I I • DECKING , I T FINISH , FINISH T OVER 1 SCRATCH I ; Y T, = METAL I FLASHING , BLACK g .. A I BACKING V BUILDING lX6 R . S . WHITE CEDAR , SECONDARY, FACIA , t FOLLOW RECOMMENED w STUCCO INSTALATION 2X12 WHITE , PRIMARY, FACIA 1 /2 " GYP * % A 1 FIR , ` 1 F I � E ,t III DEPTH I ST TU LS I I 3 /8 " V� GROOVE CEDAR P woo- LY NAIED T I L FACE 8X8 DOUG FIR SPACES it STRUCTURAL DECK 2X8 SOFIT I I F TAPER , POST TO APB ON STONE PED . . ` . T SIDING I , EDGE — STONE CABINET L I TI CAULK 11 8X8 KNEE BRACE , 45 drg . ANGLE , LET CAP STONE WHITE I L SIDING , p, MIN INTO T, T. LAG ; , _ j REVEAL , PRIMED AND STAINED , TYVEX S T U TU L PAPER , L - _ STONE VENEER CABINET GORE LEDGE RECOMMENED I NAILING - PREMIER BLD ' G . SYSTEMS , STRUCTURAL 4 INSULATED WALL PANEL , I D' CD I L ° VALUE _ __ _ _ . _ r____ .. . .. . . _ .. _:_ uj E K " AILING , FACIA FAU" IA & I T DETAI ( TYP . ) SCALE . z z f C L • Lu m 0 CD W pq U) y k , ( i . . . _ «. . . _. 4 PREMIER BLDG . SYSTEMS, STRUCTURAL DETAIL THIS T r'Y 1 I L LL L , ( SIP ) , — > F ! [ . THICKNESS , ---• INSUL . VALUE SORT TRIM I CD wow ROOFTAPER j SEE DETAIL 1 THIS T K � STYLE ARCHITCTURAL b L L I ST L I IL '" , , 11 RAIN GUTTERS j 2X8 SOFIT TRIM RIPPED FOR A I COLOR : IC ROOF TAPER ` . ' x7 — 1 /4 RAISED STUCCO L 3] OD IC DIRECT VENT I I 2x8 R . S . TOP CORD WINDOW TRIM LOUVERED , V IY OPENING REQr S . ) LAYERS ii BACKING T MANUFACTURER . V L BUILD UP TRIM I rD ii " TYPE it ri GYPSUM L D , . . :. ( TYP , ) OCCUPANCY E TI TIC SIDING FIELD I Y FINISH , 1 1 FINISH COAT WHITE GARAGE AND D I � L SIDING , i MI No T ,MECHANICAL _ � . :.: . L i I STAINED , MESH AND TAR PAPER T i , TYVEX BUILDING LL I MANUFACTURERS BUILDING L I I RECOMMENED NAILING MECHANICAL VENT DETAIL , SECTION RECOMMENED STUCCO INSTALATION SPECS . 4 5 1_ _/ 5• 1 j�/ AIA • s BOX 2438 1 /4 RAISED STUCCO REVEAL EDWARDS , CO. 81632 STUCCO I I NG FIELD MEDDIUM Y FINISH , 1 VERT LEG WINDOW TRIM - L46 ( 970 ) 926 4755 , . TRIM TE FINISH C 1 T T, 1 MESH AND TAR PAPER ' I BACKING FAX . ( 970 ) 926 � 5064 V , TYV X BUILDING , FOLLOW I MANUFACTURERS RECOMMENED STUCCO INSTALATION SPECS . DRAWING TITLE , STONE VENEER CABINET GORE LEDGE CAP STONE COURSE —.� RAISED STUCCO BOTTOM I WINDOW DETAILS 0 BOTTOM CORD I TIM SD14 / 20 / 2004 kh ,. ' 1 IE L T i U ST V CABINET LEDGE I L i . SYSTEMS , STRUCTURAL ° VERT . FIELD COURSE ; /# INSULATED WALL PANEL , I ) , ii : r INSULATED L ( SIP ) , Di COR FINALDR07 / 26 / 2004 IC V A 1 i rD MEU" HANICAL VENT DETAIL , ELE /A T 10' 1"N � TU " Wl " OW TRIM 6 T I WINDOW L • as 9 SCALE : 12 ) V � 02 ) L ' L!l • JAL t a mvm..m. -. . . --. :mmm.mm..wrem+wnn-. -. - .. .. .....®_._ _........._... _.._.._................i...._..._. _._.__..- ...,i e.7w .:m. w.... P....,.... ,..._:...-w .-m..n...ry.E!r;MmvYni9rvrn°o ......m... -I I. .. - - ...._._. .....,.- ROGERS RESIDENCE JOB#0807-0 GENERAL REQUIREMENTS GENERAL NOTES IBC TABLE 2304 . 9 : 1 FOR 8 . REFER TO THE 2003 IRC TABLE 8602 , 3 ( 1 } O 2003 C �� � <, I PR � `�� MINIMUM FASTENING SCHEDULE , COPY OF THIS TABLE CAN _= PROVIDED aFa 1 . CHECK ALL DIMENSIONS CD DESIGN CRITERIA: UPON REQUEST. AS STATED IN SECTION 2304 .9 . 5 OF THE 2003 IBC SECTION AGAINST ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION . DO NOT SCALE DRAWINGS . CONTACT ENGINEER IF 2304 . 9. 5 : FASTENERS FOR PRESERVATIVE-TREATED AND c4, > PITCH) DISCREPANCIES IN DIMENSIONS ARE DISCOVERED . `>` a 00 ' ROOF LIVE LOAD (SNOW LOAD} : 80 PSF (_ 4 . 12 P G } FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZI -COATED ROOF DEAD LOAD : 15 PSF GALVANIZED STEEL, STAINLESS STEEL SILICON BRONZE OR COPPER . GALVAN � � � .. . s, , 4 PSF 2 . THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE . . FLOOR LIVE LOAD . 0 S FASTENINGS FOR WOOD FOUNDATIONS SHALL E REQUIRED I AFPA FLOOR DEAD LOAD : 25 PSF TECHNICAL REPORT ® . 7. THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF QUALIFIED DECK LIVE LOAD , 100 PSF CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND DECK DEAD LOAD % 10 PSF 9 , UNLESS NOTED OTHERWISE , STEEL CONNECTORS SHALL BE JSED TO JOIN TECHNIQUES DESCRIBED , THE CONTRACTOR SHALL PROVIDE ADEQUATE BASIC WIND SPEED (3 SEC GUST) : 90 MPH RAFTERS , JOISTS AND B S SUCH A SI PSO STRONG-TIE CONNECTORS OR SHORING AND BRACING IN THE PROPER SEQUENCE, A MAY BE REQUIRED TO WIND EXPOSURE: B EQUIVALENT ACHIEVE THE FINAL COMPLETED STRUCTURE , THE SEQUENCE OF SEISMIC DESIGN CATEGORY: C . CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR , CONSULT WITH co ° EER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN IRC EDITION . 2003 10 , WOOD NAILER P TES O STEEL BEAMS FOR TOP- F E HANGERS SHALL THE ENGIfv It I 00 co cm E RIPPED TO MATCH THE STEEL BEAM FLANGE WIDTH . CONTRACT) , co FOUNDATION DESIGN . 11 . MANUFACTURED JOISTS SHALL E FROM APPROVED MANUFACTURER IN 3 . THE CONTRACTOR IS RESPONSIBLE FOR THE NS , METHODS SEQUENCES 1 . THIS FOUNDATION HAS BEEN DESIGNED BASED ON THE RECOMMENDATIONS THE SIZES AND SPACINGS INDICATED O PLAN , IF JOISTS FROM A AND PROCEDURES FOR CONSTRUCTION F THIS PROJECT NOTIFY STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION SET FORTH I GEOTECHNICAL REPORT #04094 BY LKP ENGINEERING , INC . MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED , CONTACT CONSTRUCTION OF THIS FOUNDATION SHALL FOLLOW THE REQUIREMENTS ENGINEER T REVIEW SPANS , LOADING AND CONNECTIONS , FOLLOW THE DOCUMENTS IMMEDIATELY , DO NOT PROCEED UNTIL ERRORS OR OMISSIONS T. IN ADDITION THE STRUCTURE HAS BEEN DESIGNED FOR MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, BRACING AND ARE RESOLVE COORDINATE REQUIREMENTS FOR ALL PENETRATIONS FROM THIS REPORT, , " SNOW S LIDE MITIGATION " AS RECOMMENDED IN THE REPORT Y ARTHUR I . WEB STIFFENERS . THROUGH STRUCTURAL EMBERS WITH STRUCTURAL ENGINEER . JOBS !TE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR . MEARS , P . E . INC . , NATURAL HAZARDS CONSULTANTS , DATED JULY 27 , 2004 FOR THE PROJECT REFERENCED ABOVE . 12 , INTERIOR LOAD BEARING WALLS ARE 2x4 O 2x6 STUDS' AT 16'° ON CENTER WITH 1 /2" GYPSUM WALL BOARD BOTH SIDES, CAP WITH A DOUBLE TOP PLATE 4 , OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR 2 , DESIGN OF FO TIGS IS BASED O A MAXIMUM ALLOWABLE BEARING TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARTITIONS . DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION En PRESSURE OF 2000 PSF, IF OVERLAP IS NOT POSSIBLE , STRAP TOP. PLATES WITH STEEL STRAP TIES DOCUMENTS . THIS OBSERVATION VISIT IS NOT N INSPECTION . THE CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO (SIPSON ST292) . 5 3 , RETAINING WALLS HAVE BEEN DESIGNED USING A LATERAL PRESSURE OF 60 PROVIDE (2) -2x10 HEADERS OVERALL DOOR AND WINDOW OPENINGS WITH SCHEDULE THIS VISIT: PCF F THE "AT REST" CASE AND 40 PCF FOR RETAINING WALLS IN THE "ACTIVE" ONE 2x4 OR 2x6 TRIMMER AND ONE 2x4 OR 2x6 KING STUD EACH SIDE UNLESS NOTED OTHERWISE . 5 , SUBMIT SHOP DRAWINGS TO ENGINEER FOR STRUCTURAL STEEL CASE. ALIGN JOISTS RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW. GLUED -LAMINATED TIMBERS FOR REVIEW PRIOR TO FABRICATION R . FOOTINGS S SHALL BE PLACED BELOW FROST DEPTH ON UNDISTURBED SOIL CONSTRUCTION . THE ARCHITECT AND/OR CONTRACTOR ARE RESPONSIBLE FOR I STUD WALLS PROVIDE . MULTIPLE-STUD VERIFYING DIMENSIONS AND QUANTITIES , THIS REVIEW IS FOR GENERAL R ON STRUCTURAL FILL COMPACTED AS REQUIRED BY THE GEOTECHNICAL 13 , AT B BEARING LOCATIONS COMPLIANCE WITH THE INTENT OF THE STRUCTURAL DRAWINGS , I 1,1I11 I,0� I POSTS EQUAL TO WIDTH O F BEAM UNLESS NOTED OTHERWISE . I' I� ENGINEER , �l vII 'IC I D ACCURATE SET II` ill � , ,(III,IIIIi ;hilll'I' III'I' I 111 ,1,1,6 4 THICK AP RATED STURDIFLOR RATED 6 , WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AN CC 5 . SOIL VALUES AND CONDITIONS SHALL E VERIFIED BY A REPRESENTATIVE OF 1 . FLOOR SHEATHING *. PROVIDE 3/ TIO DOCUMENTS ERRORS O OMISSIONS AY OCGU I '� �'ill� lu I�IIill�ll�llll �l'I�IIIII �Iillll,I111111IIIII L,r " TER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR OF CONSTRUCTION REPORT ANY DISCREPANCIES FROM THE AT 24 ON CE THE GEOTECHNICAL ENGINEER . III II I IIII!IIIIIIIIIII,I , �° RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUE) COOPERATION AND I 1 111'1' 11111 � 'Il AT 6 AT ( ', ':II Ilil IB'iIhIIIlI1I L SUPPORTS : Ed NAILS ;I, �IIj ' �II� I4iihll� ,IIVIII �'� CONSTRUCTION , GLUE AND NAIL PANELS TO AL SU C , III Iii nil ,L.II ORIGINAL FINDINGS DESIGN ASU PTIOS TO THE STRUCTURAL ENGINEER . (Ii l II II �' LL COMMUNICATION BE EE THE CONTRACTOR , ARCHITECT AND ENGINEER TO PANEL EDGES AND 8d NAILS T 12 AT INTERMEDIATE SUPPORTS . INSTALL I' III ( 1 ( III,IjIII ; IIIjII1lII 111 '111 h '„I'.Ilil � PROVIDE THE BEST POSSIBLE STRUCTURE ,WIT H LONG DIMENSION PERPENDICULAR TO JOISTS AND STAGGER I I) '' II II I IIIII(II III.I I IIIIII i I.I . BACK FILL AROUND RETAINING WALLS AND STRUCTURAL COUTERFORTS i I I I I III 11 jI.I.'II II i IlI,I II IIIlIil11j1 11i111 l 111I 1 11111lu111iI'IlI 1i t i I11ll 1I 11 11(1u1 lI 1l11I I L, 11 . I L . I li , 111111 II., . , „ „I �l ( I „ I I ( SHALL BE COMPACTION TESTED PER THE RECOMMENDATIONS OF JOINTS . ll 1'111111 I ' ll it I VIII �I �L� �IIIIiili ' II'i ,Ill ', GEOTECHNICAL ENGINEER . I 1 II 15 . LAMINATED VENEER LUMBER LVL SHALL HAVE THE FOLLOWING MINIMUM ( } IIi1!I 1111'111111' i 1 il" ll'1 I� 111 ii �yI I I III' {IIII Ulf I111111IIi11I 1111116 ' 7 . PROVIDE PERIMETER FOUNDATION DRAINS PER THE GEOTECHNICAL PROPERTIES: V III IIII II , ,, I I ENGINEER RECD ENDATIONS . FLEXURAL BENDING STRESS: 2600 PSI II II II VIII 1 y111111 ' 1;, 1;! II II III III III II li II!II glll 11I11 � IIIII� MODULUS OF ELASTICITY: 1 , 900 , 000 PSI ABBREVIATIONS LIST '1 I � 11' 1 I li 11 1 ' , IIII (! IIIIIII � III IIi IIIiIIii I, V � 'IIIIiII ( II 'I PARALLEL TO GRAIN : 1850 PSI III VIII TENSION P � I, i III IIII II II I � � IIIIIIIII,IIII'I11 REINFORCED CONCRETE : 1 PSI A . B. ANCHOR BOLT 11 11 illy IIIIIII IIIIIIII,II1 COMPRESSION PARALLEL TO GRAIN : 2310 S 1 . CONCRETE DESIGN IS SED ON THE OST CURRENT PUBLICATION OF COMPRESSION PARALLEL TO GRAIN : ADJ . ADJACENT 750 PSI AV , ABOVE " BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE” (ACI 318) . PERPENDICULAR TO GLUE LINE HORIZONTAL SHEAR * 285 PSI ALT, ALTERNATE 2 . STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLACKING , ARCH . ARCHITECT R 3000 PSI . BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS. BL KG . BLOCKING F STRENGTH M . BEAM STRUCTURAL GLUED LAMINATED TIMBER BEAMqjg.L.L BM , PKT. BEAM POCKET . CONCRETE SHALL BE PROPORTIONED USING TYPE 1 -II SULFATE RESISTANT BG . BEARING CEMENT, DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS . 1 . ALL GLUED LAMINATED TIMBER MEMBERS SHALL BE MANUFACTURED AND CANT . CANTILEVER IDENTIFIED AS REQUIRED IN AITC A190 , 1 AND ASTMD 3737. CL , CLEAR . FOR COLD WEATHER CONCRETING PROCEDURES REFER TO THE "ACI MANUAL C U CONCRETE MASONRY UNIT OF CONCRETE PRACTICE. 2 , ALL MEMBERS SHALL BE ARCHITECTURAL APPEARANCE GRADE UNLESS COL, COLUMN uj 000 NOTED OTHERWISE BY THE ARCHITECT. GONG , CONCRETE 5 , EXPANSION ANCHORS SHALL BE LOCATED NO LESS THAN 6 BOLT DIAMETERS CONT , CONTINUOUS FROM CONCRETE EDGES AND SPACED AT NO LESS THAN 12 BOLT DIAMETERS 3 . ADHESIVES SHALL MEET THE REQUIREMENTS FOR WET CONDITIONS OF C . P . CRIPPLE PST UNLESS NOTED OTHERWISE . SERVICE . DL. DOWEL . EACH 0 6 , CONCRETE FLOOR SLABS ON GRADE SHALL HAVE SAWN OR TOOLED 4 , MEMBERS SHALL NOT BE CAMBERED UNLESS NOTED ON PL4 N . EQ , EQUAL CONTROL JOINTS AT A MAXIMUM SPACING OF 12 FEET IN EACH DIRECTION . IF EP , EXPANSION POSSIBLE, LOCATE CONTROL JOINTS ALONG COLUMN GRIDLINES . 5 , LAMINATED MEMBERS SHALL BE FABRICATED USING DOUGLAS FIR . EXST . EXISTING COMBINATION SYMBOL FOR ALL BEAMS AND GIRDERS SHALL AS SPECIFIED ON F . D . FLOOR DRAIN 71 CONCRETE COVERAGE FOR REINFORCING STEEL (ACI 318-95) : PLAN , COLUMNS SHALL BE COMBINATION SYMBOL 3. T AGAINST AND PERMANENTLY POSED TO EARTH : 3'° T FOOTING CONCRETE G . L. GLUED LAMINATED ULj CONCRETE EXPOSED TO EARTH OR THE : STRUCTURAL STEEL: H . HEADER LL 6 R THROUGH 18 BAR : 2" . HOIZ . HORIZONTAL 5 BAR , W31 OR D31 WIRE , ANDS AALER : 11 /2 1 . FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN INFO . INFORMATION C) CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH GROUND . ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISC- LRFD , JSTS . JOISTS . SLABS , WALLS AND JOISTS ( 11 BAR AND SMALLER) : AISC 335 OR AISC- HSS , SPECIFICATIONS AND CODE OF STANDARD PRACTICE , K . S . KING STUD # 14 AND NO 18 BARS : 11 /2 LLV LONG LEG VERTICAL 11 BAR AND SMALLER : 3/4" 21 STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50, TUBE SHAPES LO IT LONGITUDINAL uj b. BEAMS AND COLUMNS : SHALL BE ASTM A500 GRADE B , PIPES SHALL BE ASTM A53 GRADE B OR ASTM LTWT, LIGHTWEIGHT fNpmoo PRIMARY REINFORCEMENT , TIES , STIRRUPS , SPIRALS: 11 /2 A501 , LVL LAMINATED VENEER LUMBER U. 00 A . MANUFACTURER UL REINFORCING STEEL: 3 . ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM O . C . ON CENTER [=MUM tomN 1 . EXCEPT WHERE OTHERWISE NOTED , REINFORCING BARS SHALL BE GRADE 60 SPECIFICATION A325 , ANCHOR BOLTS AND BOLTS USED IN TIMBER R PLATE Lj. k4mi EXCEPT TIES, FIELD BENT BARS AND BARS T BE WELDED WHICH MAY BE GRADE CONNECTIONS MAY BE ASTM A307 , REF . REFERENCE 40 , ALL REINFORCING BARS SHALL CONFORM TO AST SPEC . REINF . REINFORCING (2} -#5's C T . HO IZ. 4 . TORQUE INSPECTION SHALL E PROVIDED REQUIRED Y THE BUILDING . SCHED . SCHEDULE TOP & BOT , 21 F BARS AND SMALLER , LAP BARS 36 DIAMETERS AT SPLICES IN INSPECTOR . S . I . P . STRUCTURAL ISU TED PANEL PER PLAN Aopm%k 0 CONCRETE . DO NOT WELD OR USE MECHANICAL SPLICING DEVICES UNLESS T , B, STEEL TQ�/ APPROVED Y ENGINEER . 5 , EXPANSION BOLTS SHALL BE WEDGE TYPE " POWER" R PFROVED T . B . THROUGH BOLT EQUIVALENT , MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS NOTED T&G TONGUE & GROOVE 3 , HORIZONTAL BARS SHALL BE CONTINUOUS OR LAPPED WITH CORNER BARS OTHERWISE , TO TOP OF AT CORNERS . PROVIDE (2) - 5 BARS ENDING A MINIMUM OF 2 FEET BEYOND TOF TOP OF FOOTING EDGE F ALL OPENINGS OR STEPS . 6 . ALL WELDING SHALL E DONE BY CERTIFIED WELDER . T TOP F ALL 2"-0 J TRAV. TRANSVERSE J 4 , EXTEND REINFORCING STEEL A MINIMUM OF 2 FEET THROUGH COLD JOINTS, 7 , DELAY PAINTING WITHIN 311 OF FIELD WELDS UNTIL WELDS ARE COMPLETED . TTD . TREATED FO REMAINDER OF REINF. INFO . (2} - 5's x COORDINATE ALL COLD JOINT LOCATIONS WITH ENGINEER . TS TUBE STEEL REF , TO APPROPRIATE DETAIL 2'-0 00 8 , STEEL ANGLES THAT ARE USED TO SUPPORT STONE VENEER AND ARE IN TYP , TYPICAL 5 , WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPEC , A- 185 , LAP WELDED CONTACT WITH CORROSIVE SOILS SHALL BE GALVANIZED ANE1 SHALL BE VERT. VERTICAL T THE FOUNDATION WITH GALVANIZED R STAINLESS STEEL VIF VERIFY I FIELD (2) - 5's CANT. HIZ . WIRE FABRIC MINIMUM OF O FULL MESH GRIDS. ATTACHED 0 ANCHORS . 2 WATERPROOF TOP & BOT. '-0 PER PLAN STRUCTURAL WOOD FRAMING : W/ WITH 2°_0 TOW BACKFILLING PROCEDURES : 1 . EXCEPT WHERE NOTED OTHERWISE , ALL 2" NOMINAL LUMBER EXCEPT STUDS (2} - 5' x rL SHALL BE DOUGLAS FIR- LARCH #2 AND BETTER . ALL SOLID TIMBER POSTS AND 1 , VERIFY TYPE OF FILL WITH GEOTECHNICAL ENGINEER . 2°-0 2' -0 BEAMS 3" NOMINAL AND WIDER SHALL BE DOUGLAS FIR -LARCH #2 UNLESS NOTED OTHERWISE ON PLAN . 2 . CONCURRENT BACKFILLING F EACH SIDE OF RETAINING WALLS TO FINAL TION GRADES IS REQUIRED UNLESS TEMPORARY SHORING IS INSTALLED . DO NOT CONNEC SCHEDULE 2 , STUDS SHALL BE STUD GRADE AND BETTER HEM FIR OR DOUGLAS FIR-LARCH . BACKFILL AGAINST RETAINING FOUNDATION WALLS UNTIL SUPPORTING FRAMING SIMPSON H5 ELEMENTS ARE IN PLACE , OR ADEQUATE TEMPORARY SHORING IS INSTALLED . PER PLAN EXTEND HOIZ. REINF . PROJECT : 7® SHALL BE BOLTED OR ANCHORED TO THE 21 -2 TOF 2' -0 PAST STEP TY . z DRAWN BY : TFA 3 . FOUNDATION PLATES OR SILLS SH FOUNDATION WITH NOT LESS THAN 1 /2" DIAMETER STEEL BOLTS OR APPROVED GROUT: H R BOLTS SHALL BE EMBEDDED AT LEAST 7" INTO CONCRETE OR I JPL ANCHORS , MASONRY , AND SPACED NOT MORE THAN FT APART, FOR WALLS 1 , GROUT BENEATH COLUMN BASE PLATES AND STEEL BEAM RING PLATES —� � s i FOR REMAINDER OF REINF , INFO, W T SHALL BE SHALL E NON -SHRINK, NOW ETALIC GROUT WITH A MINIMUM COMPRESSIVE (5) - 1 TOENAILS = �- DATE : RECOMMENDED FOR SNOW SLIDE MITIGATION , ANCHOR BOLTS S REF . TO APPROPRIATE DETAIL R E V I S 1 SPACED NOT MORE THAN 2 FT APART, THERE SHALL BE A MINIMUM OF TWO STRENGTH OF 2500 PSI . SIMPSON BOLTS O ANCHOR STRAPS PER PIECE WITH ONE BOLT OR ANCHOR STRAP I 2 . /1 Ta � I io— f LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH END OF EACH SANDWICHED FOAM PANEL SYSTEMS: 21 ' — 1 PIECE . A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED O EACH I BOLT TO THE PLATE, 1 , INDIVIDUAL PANELS SHALL BE DESIGNED BY A REPRESENTATIVE OF THE ITT2 . 06/14 ` off � � MANUFACTURER WHO IS A REGISTERED COLORADO ENGINEER . IHI BE OF NATURALLY 4 . BOTTOM TES IN CONTACT WITH CONCRETE SHALL I DURABLE OR PRESSURE TREATED LUMBER . 2 , THE PANEL MANUFACTURER SHALL PROVIDE CERTIFICATES THAT PANELS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E-72 , 1 TA2 PER PLAN ' ' .� i ► � i TOF 5 , WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY — PR 1 /2" 3 . THE OSB SKIN SHALL BE IDENTIFIED ON THE PANEL WITH APA WALLS SHALL BEAR ON TREATED 2x BEARING BLOC K. PROVIDE CLEARANCE AROUND END OF WOOD BEAM , PROVIDE 2x TREATED BLOCKING PERFORMANCE RATING MARK WITH AN EXPOSURE 1 DURABILITY RATING . ------ GENERAL Nu" TES EACH SIDE OF BEAM AT BEARING . 4 . STORE AND SUPPORT ii RT PANELS PER MANUFACTURER 'S _iii i � � ii I a. 6 . BLOCKING WITHIN FLOOR JOIST SPACES BENEATH POSTS NOTED ON PLAN Cc 5 . SUBMIT SHOP AND ERECTION DRAWINGS T THE ENGINEER AND ARCHITECT n. SHALL E OF EQUIVALENT AREA OF THE COLUMN ABOVE . SINGLE STUD w TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR . FOR REVIEW PRIOR TO FABRICATION .. ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS . 1 SCALE : 3/4" = V-0 7 . BOLTS USED I FRAMING CONNECTIONS SHALL BE INSTALLED WITH 6 . INSTALL PANELS IN C S1 STANDARD WASHERS AND NUTS . ° 5 2 Goo IN 4'-011 MIN . 2'- 6' MIN . 1 U Cal 4 • 2'-6" MIN , FOUR CQI R ES EEE OF BOULDERS MAX,lillooll CID N CD r4l co N Tillillilli� NAM (y) A �— CQ '— cr) ■ N 1 10 2°-611 MIN , 2 pi 111411111 CO P cn 381.011 SCALE : 1 11.0 LL u SIDE VIEW TOP VIEW MIN , BOULDER DIMENSIONS 22'-0'° 16°-0°' 4'-a" 1 1 11 FOLLOW SOILS ENGINEERS 5 - 11® 1_ II 81-611 101-611 5 -6 RECOMMENDATIONS FOR AMOUNT OF GRAVEL FILL TOW = 5'-7 3/4 TOW 95 '-7 /4 TOW = 93'-61 /2 21-611 MIN . o° AND FILTER FABRIC TOW = 98' 7 3/4 TOW 90'-10112 TOF = 89'- 1 1 /2 TOF 89°- 11 1 /2 TOF = 861-61 /2 TOF = 86'-6 1 /2 TOF 86'-6 1 /2 - riiiiiiiiiiiiiiiii� 7Z IN G . _ FOUR COURSES 5 I STEP CC) VIF TOW = 90'- 101 /2 f Q OF BOULDERS TO SLAB TOF = 86 -61 /2 1 HIM 1 1 8 x 1 '.8 [$l MAX. 5 CONC . PIER 1 111 11 � I1r 1111 TOW 9 '- 10 1 2 T 1 ' ' I I 'I VIII ;11111I1,11j1 0 a 11 111 I C I I iii III III � , II � � _ � 111111 III11� , � ' �, - TOF 86-2 1 /2 _ II II ( I , I 1 11'..11. 11111 pp pQ ( ( III 1111111'11 1111 '1'111111 �I`� Q U � M1 1 ' 1) X11 11111111111111 11111111111111111111' III 'I Hl n APP"iTrr1 ® \ f 1 11 1111111 1 IIl 'll LL i IIII Il 1111111111 Ii 1' ii ili i 'il ';) 111111 Bill 1111 1 11 _ i TOW - 99 -9 3/4 '\,, 1 I' .I 1 �, (i I'-I i111i iili, '11111;1,1ii 11111 1 1 - 1 -0 IN . „ - = , ,. r , I 111 11 II 1 11) r TOF 89 11 1 /2 � � I 11 Ili I 1 111 '111 � ;1 uiliil I I, ,;III,, 'i„ I I , II I 6 COMPACTED \ Ill ' l , 1,1 , 1 ,1 ,1111 1111 111 1 1111 �,� 111111 1 1111 1111 I N 111 11 - 1 1 I ' 111 111111111111 II11111111111111 1'� 1. ' l I ! 111 . 1 1 I I III , I 1 I . RAVE L � N ( 1) 11 ;11,111111 I , 111 1111111 1111111 '1 lilt I'!'1 �^ ullyl ; 11111 1111111 IIu 111 iii lli 1.1,1 1 �In 11 .1. 111111 , 11 ' 1"� Uili,, I I1. 111 , , tl I I I III III 1 III n ll ( 1 111 �! �` � ( � .1111111, I 1 11111 �I ,I1111,1 � i II 'I '11' u 6 jl ' ij j' 1111111" 1' 2 5 °a IIII II IIII1111111111'^ 111 IIII II i 1 11 I 1 1111i1111 1 1,11 1l "111'111 O S5 1I 111 IL ,, 11 111 _ 111 1 ) ii i 11111111" , 11 '111 1 1 II � I 90 - / 111 1 1111 III 1111 11 11 111 1 1 1 2 1 1 11 111 11 I III IIII 111111111 111111111 1 1111111111 1 111 11 P 11 . 111„ 1 111 1 11 Lo — TO SLAB I I 111 1 111111ii 1 , 11111 111 111 j 111 I ,Illl l' 1111 ',.1 '~ I 1 11111 it lli lilili'1' II IIII II ' ' ll FOLLOW SOILS ENGINEERS :- 89'- 10 112 I I 11111i11I111 'lll, 14 11111111' 1111,, i11I RECOMMENDATIONS FOR ® _ 0 SLAB a C7 AMOUNT OF GRAVEL FILL AND FILTER FABRIC = T � rr•e- _ I IT 1 MIN SLOPE 2'-a '° '.. - N BEFORE TOW = 98'- 11 1 /2 I 4" CONCRETE SLAB ON 4 CLEAN GRAVEL SLAB I I co d- SLOPING GRADE NOTE : BOULDERS SHALL TOF = 89'- 11 1 /2 I BASE ON UNDISTURBED D O `- "� NOT BE ROUND IN SHAPE _ FOLLOW ALL RECOMMENDATIONS I COMPACTED STRUCTURAL FILL PER SOILS ` I ENGINEER . REINFORCE WITH _ r_ U) FROM SOILS ENGINEER . 2 I 6x6-W1 . 4xW1 . 4 WELDED WIRE IC THROUGHOUT . PROVIDE 1 " DEEP SAWN OR 5 90'_ti 112 TOW = 9'- 21 /2 TOOLED CONTROL JOINTS AT 121-011 O S TOF = 6°-6 1 /2 1.001 I MAXIMUM SPACING EACH Y. T LAB 5 I 6" CSPACTED _ 1 °-0'° MIN . '� 4'-0" CONC . PIER _ INNINa) � 14'-7" `r' 4'-5„ 21-84" 13'-74 121 11 - d C) , (_ N Tom r I 3 N 2 10 = 0"' I BOULDER I I LL I GALE : 314° 1 '-0 TOW ss'- 3/4 5 I EMISSION Will : TOF — 89 '-1 1 1 /2 STEP TO r- S2 = s B ® TOW = 98'- 11 1 /2 MIN . TOF = 891- 11 1 /2 _ I 1 11 1 '- �� _ I TOW = 90°- 10 1 /2 El w I TOF 86 -61 /2 0 PRE- MANUFACTURED _ I TOW = 94'- 1 112 (D Z = W — I I� 1n f „ I fr ' m WINDOW WELL �- > TOF — 89 -11 112 3 114 (VIF} 6 -4 (VIF} 4 -a (VIF I 9C ' 4 1 /2 ink z O I 90 ' - 10 1 /2 T SLAB J== LL `�? r- 5'-011 4 T SLAB _ I Es r Z I r ca ( cn TI cn z ® Q _ TOW 99"13/4 — __ TOF = 89'_11 1 /2 ti 1 � _ I N N _ _ I I 7 2'-6" MIN , 0 4" CONCRETE SLAB ON 4" CLEAN GRAVEL S5 BASE ON UNDISTURBED GRADE OR d SIDE VIEW _ I T- COMPACTED STRUCTURAL FILL PER SOILS ENGINEER , REINFORCE SLAB WITH L TOP 811 I 811 6x6- 1 , 4x1 . 4 WELDED I FABRIC MIN . BOULDER DIMENSIONS 2 (� I 8 " THICK x 12" DEEP THROUGHOUT. PROVIDE 1 ' EEP S OR 5 DLS . x 2'- "- " MIN . TOW = 98'- 11 1 /2 TOOLED CONTROL JOINTS AT 12'- 11 EPDXIED IN 3 411X) x 411 I CONIC , GRADE BM . / 3 a 00 CO 0 S 0 / I ' 1 , 1 _ TOF 89'- 1 1 1 /2 5 I (2) -#5's CANT . LONGIT. 1 - 8 x 1 -8 7 MAXI U SPACING EACH Y. HOLES @ 12 I IN m TOP & BOT, CONIC , PIER Ell .n S5 1 co N TOW = 99'-9 3/4 ® TOF = 86'-61 /2 611 CONIC , SLAB / 4'S ° - - TOF = 89'- 11 1 /2 1- r @ 12 If EA. WAY TOW = 94 '1 112 FOUR COURSES OF I TOF = 86-61 /2 BOULDERS MAX. TOW 9 - 1 112 TOF = 89' - 11 112 12"O CONIC , PIER I� Illimallimillimili „ Nil CD T Fill 1 MAINTAIN 48 STEP" 22 1 ! FROST COVERAGE T = 96'-1 112 5 411 PROJECT : TOF 86'11 /2 0 2 PRE- MANUFACTURED DRAWN BY : TFA `o WINDOW WELL EIE Y : L f]I-7zil 51_Qt1 O II 5'-711 pl_61f AI_®II Illie`t DATE : PERMIT05 . 23 . 05 : 22'-0°' 14 1.011 2'-011 4'-011 { P 11 NOTE: BOULDERS SHALL. NOT 381_®Ii 2 -0 MIN BE ROUND IN SHAPE . BEFORE SLOPING GRADE FOLLOW ALL RECOMMENDATIONS FROM SOILS ENGINEER . Fuu u "I'llEvDULE SPREAD Fuoo*Nfllll`NT1NG% 0 ol u L I Immi LA EOLATED I I IN rm"i AT I uyom%2 ° ALE : 1 /4 " 1 ° - (-- z 1 FOLLOW SOILS ENGINEERS LABEL 'DIMENSIONS I � I ' I PLAN NOTES : F U N D AT I ON N RECOMMENDATIONS - - 1 - - 1 - ° 1 . CONTI LOOS FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE FOR AMOUNT OF GRAVEL B 31' llillitO X ' - 1 ' - (q. - ' s x 21' lliIIII6 EA . WAY 2 . CONCRETE WALLS ARE 8" THICK UNLESS NOTED OTHERWISE FILL AND FILTER FABRIC . 1 , ® X 1 i ® l ' , 3 . CONCRETE FOOTINGS ARE 8" THICK AND 1 '-4 WIDE UNLESS NOTED OTHERWISE ® \ 4 . CONTACT ENGINEER IF OVER- EXCAVATION IS REQUIRED TO FIND ADEQUATE SOIL BEARING .011 M 5 . STEPS IN TOP OF FOUNDATION WALL ARE INDICATED : ° ® ° ® 1 ® , 1 ® I 6 , Q INDICATES CONNECTION TYPE , REFERENCE SCHEDULE SHEET S1 L DETAIL ` - ° 7 . DO NOT SCALE DRAWINGS , VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION , 1 I F L I SCALE : 3/41' = 1 '-0 - ° _ S2 to 4 " u� �� •� 4th` 5; �r lIw i, QdY»h ` PON ol TYPICAL PANEL HEADERS ARE V-0 DEEP MIN , UNLESS NOTED OTHERWISE TYP . @ LOOKOUT INDICATES CONT. 2x12 LL & RAFTER BRG . STRUCT, SUB-FACIA TYPICAL PANEL HEADERS ARE 1 '-0 DEEP MIN , UNLESS NOTED OTHERWISE x12 '° C) 2x12 LOOKOUTS @ 16° -� SEE LOWEST LEVEL 2: j ROOF FRAMING S4 CONT. x12 LED ` ,` 2 PLAN THIS SHEET (2) -R-P NEL SCREWS @ 24 S4 will -l-� <dV J �+ --- --- -i 7 lli ' ° II II III IIIIIII�Iilll' '1i S4 w �� ( IIII III IIIIIIY Q ® I. II li 94D f I .■ed � I IIIIII IIIIIIIii�l, i'I I !III! III !li I OIIIIII III IIII IIIII Ills!;. I ! 11 III _„. !_ i IIIIIII I III II''i 'I'II I I I ; Illy - I I III IIII ! VIII III 11 II!Y I it IIIII IIIIIII III IIIIIII 2 I � /� I IIIIII III IIIIII III IIII IIIIIII I III l u, LI s _ / � ( ( I ,IIIIiIII III III !;IIIIII IIII III�III ' I�III� I III I �'im SIP I I ;r II I II III jIIII III IIIIIII IInII VIII; II III !�I I'I Ili -' I IIIIIIIIIIII III i In l i I ljl IIII IIIIII I I IIIIII II IIII m VIII I �� IIIIII IIIIIIIIIIII IUI ! III IIIIII IIIII I IIIII 1 ( III IIIII IIIIII IIIIIII II' IIIIII ' IIII IIIII IIIIII IIII I III I IIIIIII III I ! El I IIII IIIIII IIIII , TYP . ,- I� I ''li l I;IIIiIII IIIIIII III li N I I,II,II (IIIIIIII I 'IIIII!IIII III I II I IIIIIII ' Ii I . I ` I III ( IIIIIIII II II iIi'', i ( `�4.jljlllilllllll 'i i II`�h �I I °II i I X IIIIIII IIIIIII ilihi III ;i ! I i ,� IIIIII'( I ' Iil ' i III ( I C 7 IIIIII 'IIII '' ( 'IIIIII l i I I J � ( •'-�• IIII II IIIIII II III�,�Ii� III' iih 'lll !I �!Ii` d' IIIII IIIIIIIIIIIIIiII j IIII IIIIiII;IIIiiII JIiIII'Ilj •�^� 1 r ® IIIII IIII °Ill� l IIIIIIII '(ill III I� IIIiI'I VIII <E TYP ,P , as TYP . �' ®M IIIII IIII IIIIIIII III!IIIIIIII�IIIIIII IiIIIIIiIIIIIhII ! (IIIII; - I T a N .�^. W IIIII IIIIII IIIII IIIillll IIIII4uli III III III IIII IIIIII I ) IIII II I. IIII „II'I III IIIIIIII I� �IIII IIII IIIIIIII - I, II IIIII (-'t co W ( ( ( IIIII II'!!Illll IIII III ( IIIII �Ii�II, III;;II;I uI IIIIII '..I"m co Q — _ r J Q— III,I; I 'Ii IIIIIIIIIIII IIII I ;,I r � d V Q pp X ._� a z X p CV �, X z All SEE SHEET S4 FOR ® z 12x5a ( 110'- 1 5/8) 4 HEADER AND POST 100 0 r CID o TI S4 FRAMING INFO . T L ` , r r W u t II co Nl El CID � 110'-3 7/8 TO PLYWD . C 12x10. 6 AL o o Olt\ Jowl Tl r g N Q J S4 ' J L TYP x L E TYP � r , d I �} I I c� P. sr -- -- ---- - -__ _- --- z - . ,- _ __ _ . ~ ' - _ — - --- - - _ � � % ---- - ---- 6x12 I DRO D U CANT. - -- -- n TYP. 1 0 ' ( I 2x12 24” VVZ ui fool (2) - 1 3/ x - - --- --- mmommolm --- - - . `�. - �' 11 7/8 LVL �h 6x12 DROPP D CANT. � - �, L_ _ ,r - -- --- -- -- -- (3 - �I x 11 1 / LVL (SLOP N } �� �_ _ __ _ ______ __� 3 ' ,, cps ° S4 W 12x40 110'- 1 5/8) -- SEE LOWEST LEVEL i _ _. _. __- ___ EE LOW ROOF X ,Q ROOF FRAMING cg ` 9 1 /4 ” CORE PREMIER PANEL PLAN THIS SHEET I FRAMING PLAN �`�� � LmLm '�' to TYPE "Ll' S. I . P. l f ,• THIS SHEET L LL 6x12 (DROPPED) ANT. °^ - -� I I I i I L1. 0 N'll ----- INDICATES OT. 1 1 /8 x 14 _ I 1 51 /2'° CORE PREMIER PANEL LSL "VERSA-STRAND " RI S . I . P . WALLS , TYP . @ FLOOR PERIMETER , TYP. 0 I Iir Ii II r c�, I e � , ! I ( --- _.__. . — — — —! 0 2x2 I I 1 INDICATES CONT. 1 1 /8 x 14 TYPICAL PANEL HEADERS ARE LSL "VERSA-STRAND " RIM BD , V-0 DEEP MIN . UNLESS @ FLOOR PERIMETER , TYP, NOTED OTHERWISE PROJECT : 7- DRAWN Y : TFA VIE : JPL DATE : I . REVISIONS : AM I PLAN Fj E R u u FL ull/ Lu" W Ru"' F FRAM10' CAL : 1 / ° - 1 SCALE : 1 / 1 UPPEH MAIN PLAN NOTES : PLAN NOTES : - FLOU00"l` FRAMING` III 1 . FLOOR JOISTS ARE 14" BCI -500 SERIES @ 16" UNLESS NOTED OTHERWISE 1 . FLOOR JOISTS ARE 1 °' BCI 5aa SERIES @ 1611 UNLESS NOTED UTHEIVISE 2 , FLOOR S ARE FLUSH FRAMED UNLESS NOTED DROPPED 2 , FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPED" 3 . TOP OF STEEL ELEVATIONS ARE NOTED : ( '- } L u` W R 0 F 3 . TOP OF STEEL BEAM ELEVATIONS ARE NOTED : ( '- } . FLOOR SHTI IS / " T PA RATED STURDIFLOR , EXP ° 1 , SPAN RATING 24" ° C . 4 . FLOOR H TING IS 3/4 TG APA RATED STURDIFLOOR , EXP . 1 , SPAN RATING 24 O . C . 5 ° POSTS CONTINUOUS BELOW ARE INDICATED : POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED : N FRAM11iiiii PLAN " & 5 , POSTS CONTINUOUS BELOW ARE INDICATED : POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED : ❑ 6 . INTERIOR STUD RING WALLS ARE INDICATED : E El 6 . INTERIOR STUD BEARING WALLS ARE INDICATED '` D ETA I L S% 7 . INDICATES CONNECTION TYPE . REFERENCE SCHEDULE SHEET S1 7 . INDICATE CONNECTION TYPE . REFERENCE SCHEDULE SHEET SI d 8 , DO NOT SCALE DRAWINGS , czp 8 , DO NOT SCALE DRAWINGS . a Wa eD i4 u 91 /4" CORE S . I . P . 's PER PLAN 14" R-PANEL SCREWS @ 24" 12 k Will 7 • • X Oil C3) Nix r r x \ TYPICAL PANEL HEADERS ARE Will LL 1 '-0 DEEP MIN . UNLESS i^ \ ` , (2) - 1 3/4 x 1 LVL NOTED OTHERWISE ,\/ , r., \",/ \ / \ ,/X\ /1, . TYP . \ \ T, \ 5 11211 CORE S . I . \ ` `� —R— � — .\ U G ' U WALL PANELS PER PLAN 5 1 /2 it CORE PREMIER PANEL Ti I K \ / \ \ \ CANT. SHOULDER - ---_ . --- - - - . - -�- - - - - I ---- . P . WALLS ,S P x I PER PLAN (BEVELED) x \� `\ ,\ < \ \\ \ \f \,\ \ \ ` r% \ /\ , r .\ \ '\ y (2} - 1 3/4 x 91 /4 LVL (2} -1 3/4 x 1 /4 LVL -- -- , Y \ \ \ r \ f ,i r \ \*; `\ BUILT-UP POST ( ° G �® �o 3 _T� \ J, � } PER PLAN ° a. I - -- _ - -- \-- - . - - - _ — — 6x12 CANT, fa a ____ _ -----___-- \. ;\ \ \ ® \ I N N " I G I (2) -2x10 X J 2 -2x10 - - -_ _-- B - - - B m y® I u x 1 .NN r 5 SCALE : 3/ „ 1 -0 _ f m iIII II!ii!IIIII )I li iIllIIiI I illl I � I IIh N I III II III IIIIIII iii IIII ,dill ll'IIII II II IIII II , I ; Il `� 91 /4 II CORE PREMIER PANEL A CID S4 ° ill III I; II.'I� �I) IIililllllll i, , , 111: ,';',:, 17 ry�- TYPE " L'° S . I , P : 's OVER BEVELED Li— / F � I N I i IIII1IlllI11I11111I � � � (� _ BRG . L . INSTALLED ON D . ,5�. IIIIiIIIIII IIIIII III II' , I � — -- L — �i IIII 11 II III�',IIII 'i II (IIII! Ili ,IIh IiiI�I 2x NAILER I PIPPED TO BM . BM . s PER PLAN , TYP . I c Vet, � l Ii ; IIII! ll ;;il �Ilil,l !IIIi,„i' ,r;1ll; ” - � � - � .-. � . I Ili i III ( I ( I(III �Iu,I�i I II (I �) I,� T PLYWD . --- -- 2 1 3 4 x 9 1 4 LVL 2 1 3/4 x 1 /4 LVL ii Ih IIII II '11 ,II,, cc', II' I ' � WIDTH & DRIVE PINNED @ 16” 3/411 &G O / / O I,I� �� "�.T r, I � �� I I it � 'IIIIIIII IIi111I1111I1;1ii '11,1,1 IiIl11 1111 I 1 1 1111;1111 1 ' ° ('� , �� ',�I, 1 II 1111111nI Iii Illlil l Ili 1 I; ,:111; ;1111 I''',, w 2 11 RETURNS GLUE PLYWD . TO STL1 z;ICI 1 1 1 1 3/16 ,I. \' ,III III L III I 'I IIII III I'll (� r, . III III l ' ,I y ' I II11 ,%' ti Il ' I I '11I,II� ; 'iil i1, II ;; ;i11IIlII1 ,IIllI111111'I' SEE PLAN I N �\ VIII, ; III III , i l ; , II111 „ VIII SEE PLAN _.'-'"_ _- _( ` III ( III IIII IIIIIIII 1 fi 1111 .IIIIIIII TO STL. ' I 1 111111 I I ';ll� li Ili : IIII ';, � � Qt i , 4� 1 ',III 'llll l i11111I III I II IIII (III i:IIII Iu II '. --� i, TO STL � � !i > �� 1 IIIIIIIIIII1111111I 1 II lI ' I) 1 ' I ' 1 J3 _ x ,�` � l J N IIIIIII III'l11 1 yII ilil ''I'ii1!'lli;Illi' Ili �ll1Ii1lII 111111111 I1 II 1 '',.I 111; cq 1 J3 4&— � F III III Ilil I'I III IIIIIII IIII 111111'� . I II IIII jjj V r (2) - 1 3/4 x 1 / LVL 6 3/ x 1 G . L. (DROPPED} CANT. Q : J3 _ .... __ *-1� ® c'7 12x50 ------ �'. 1 J L x4x5/16x0'-81 /2 / (6) - L_ WRAP STL, PER ARCH . `�® I N rp S4 z - - - - ill 3/4" T. . °s (3 LEG) 18x76, I r o /� 2 -2x10 J 4 SCALE : 3/4" = 1 '-Q �` J �, Nmw 0 S4 y I b- (2) - 1 3/ x 11 1 / LVL > N N OVERFR E W/ Ti J 2" RE I . b' I cv 2x8's @ 24" ( HEADER) b I c y� 51 / CO S SEEP N WALL PANELS PER P ® 2x12 ;r' 5 1 /8 x 12 G . L. (DROPPED} CAN . I C� uj TO PLYWD . J L o- RIDGE D . c^�� -- - _._ _ _ __- - x Lmu SEE PLAN -- � STL . BM , PER P / 2x NAILER --- - - — (2) - 1 3/4 x 9 1 /4 LVL Ir TO STL. RIPPED TO BM , WIDTH & DRIVE- o PINNED @ 16° J ° . -- - --------- - - — - --- -- I --- _— _--- � (2) - 1 /2"0 x 4" LAGS 00 INTO WD . POST ` 6' ui 00 POST PER PLAN � _ - -.- f f ro _ 6x12 CANT . cr 1 / " PREMIER PANEL �. f C v'° TYPE L S . I . P . 's OVER BEVELED L Lmu K, INSTALLED ON ---- - - . . 1 3 SCALE : 3/4" _ 1 °-0 I � _ T I I 51 /2" CORE PREMIER PANEL - -� . s PER N , TY ., ✓ , r S . I . P . WALLS , Ti SEE PLAN TO STL. CAP R & BRIG , 1 . 1 /2xB . WIDTH x Q°-8 I1 - - --- - - --- - --- _ ----- -- ..... W/ (2) - 1 /2" T. . 's I 1 1 2x10 @ 24 11 (ONE EA SIDE OF ) I S 5 LL 1 /2" CORE S . I . P . WALL F w PANELS PER PLAN 2x DECKING PER ARCH . it Will x „ < 2x10 BLKG . BIWN . (2) -1 3/4 x 91 /4 LVL , --- -- - - --- r-__._ ....-._ _. .1 3/4" T&G PLYWD . JOISTS BRG . STL . PER PLAN __ _ — = SEE PLAN %I J ,gyp + TO PLYWD . SEE SHEET S3 FOR LOW LL 00 > �,' c�,4�° ROOF FRAMING STL . B PER PLAN TS COL, PER N J I , u t"014% N ; SEE PLAN `n 2 -2x10 CID TO STL. x B i 5 j a : S4 COT . 2x10 RIM BD . I I � 14" I -JOIST PER N 1 /4 11 FITTED WEB STIFFENER -_ (EA . SIDE OF E ) 1 1 / " x 14" COT. LL G . L . B . PER PLAN �, „ VERSA-STRAND RIM L _ -_ CONNECT 9 1 / CORE S . I . P . CAP . 1 /2xB WIDTH x 0 8 PANELS TO DORMER FRAMING (2) -1 3/4 x 9 1 /4 LVL 2x10 COT . LEDGER / / (2) - 1 /2" T. . 's cn _ , _ MEMBERS / IPSO L90's (4) -10d NAILS @ 12 & (ONE EA SIDE OF WEB) --- - - 16 Ti ( 1 ) -3/4"O T. , @ 2411 I --� _— _.. - � ( .o - - 2 a 7 SCALE : 3/4" 1 '-0 TS COL. PER z = �' �' z S 4 I I U 6' 6' 2 SCALE : 3/411 = 1 '-Q (2) - 1 3/ x 9 1 / LVL Mill L 4x4x5/16xQ'-81 /2 18x76 S4 1N TYPICAL PANEL HEADERS ARE r SEE PLAN 1 '-0 DEEP IN . UNLESS TO STL NOTED OTHERWISE 14" R -PANEL SCREWS 24" PROIJECT : 7 - CO T. BEVELED BRG , BLKG . 9 1 /4" CORE . I . P . 's DRAWN BY : TFA PER PLAN REVIEWED BY : JPL C 12x10 . 12 E 6 6 r L 4x4x5/16x0'-81 /2 MC 12x10 . 6 --- 314" T&G PLYWD . L 4x4x 1 /4x0'-81 /2 W/ =� it (3) -3/411/'J( T. B . 's IN LVL GLUE PLYWD . TO STL. BM . -- ( 1 ) - 13/4 x 14 LVL ,jkSEE PLAN TO PL D . S 0 Will Wail EE PLAN r TO STL L 1 / m� e _ G . L. B . PER PLAN Ilion iliviiiiii'llilli *vm% SEE PLAN TO STL. QTYP . PLAN NOTES . 1 . DORMER RAFTERS ARE 2X12 2 ° UNLESS NOTED OTHERWISE Will l BRG . SADDLE : 11 SIDE fe's : 1 /4 x 8 x 0'- 10 / (4)- 1 /2" 0 T. B . 's T COL, PER P 2 , ROOF EA ARE FLUSH FR UNLESS NOTED "DROPPED" 18x76 2 RIDGE B . MEMBER I I 3 . GLUE- LAMINATED TIMBER SHALL HAVE COMBINATION SYMBOL 24F-V4 UNLESS NOTED OTHERWISE . 14" I -JOISTS PER P N BRIG . R: 112 x 8 x BM . WIDTH POSTS CONTINUOUS BELOW ARE INDICATED : POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED : PACK OUT WEB SOLID & FURR OUT LVL / 3/4 PLYWD . I 5 , 0 INDICATES CONNECTION TYPE , REFERENCE SCHEDULE SHEET S1 CONNECT / (2) - 1 /2110 6 . INTERIOR T BEARING WALLS ARE INDICATED : T. B . ' s @ 16" 7 , DON T SCALE DRAWINGS 6 SCALE : 3/4°° = 1 '-0 l 1 SCALE : 3/4" = V-Q 24 S4 im _ �. __.._.....—. .� wnmmawv^m... �mivmmixaxn . . o ^yvgm.emm m —=xm.M+m ovm- A+m+rc wvm^pPr vnrvw� w.m.w+ . w. ....a .+...w.rvurmwwumm*^.... �mimimww.... .�i, ti"YVT^^^Y.mmw ,mm^X^YxIS', w* ✓S@t... _. . .,.._ . .. ... - - --. - . - . . _ . . . ....w.,..................mmw�....................._....�......_...............w..... ..uw....n.e ...mrm�.._.�m.. ":'F.,mrn`^'TM^�"^... . imm.vm+.+......... _....,..._. „aw—...... �^ w � Vn > Ell pill x will co owl EL u TS COL PER PLAN ( 1 ) - 5 COT . HORIZ. @NOSING do aloll 2x STUDS PER PLAN @ 16" ON CONT . TRTD . 2x R I 1 /2" EXP , ATEIL 4 " CONC , SLAB PER PLAN DRIVE -PINNED TD SLAB 9 16 If 90'- 10 112 IV— ° Q a . TO SLAB e • . 4 Q . u u I r U. r 1 /2 QS x 10 A . B . s PER NOTES _ r c ' c r c IN COT . TRTD . 2x8c , c ?� c �. - ` l_,-Ct`v d SLOPING R ° - TO SLAB 3/4" T&G PL D . k` - 100'-0 51 /2 CORE S . I . TO PL ALL PANELS PER N ° ® J 99'-9 3I4 a m U B . F'L 3/ x 10 x 0'- 10 [W� uu I I IIII LIIII REF . SCHEDULE SHEET I ' IIIIII'i�l �l�illlllili! il' i'ilfu {' tI! W/ 4 - 1 /2" x 6" EXP . III ! 'III'II I !II '' II TOW (E P. ° ( } hill 'lllllllll ;IIIIIII • S2 FOF REINF . INFO , II II �, ANCH 's ON 1 " MIN . SHIM IIII ij it �� III � ;I IIII I�I Ili �Ii� 'Iili Iili jl�ill ;! 11ilp I, & NON -SHRINK GROUT ( III �I , ; ! IIIIIiI�!; ,II 'II�,III 'I ��'' ! I I I II IIII 7 im I � IIII I IIII III III ", i Ili 111 V I'll ' III Iil111lIIIIIh III I IIII II ® I 'i IIIIIII�iI IU � I IIII' I' i III ' ( iii l ll 11 I I I ' IIII il� I IIII' 'I Ili I l is I 'I II Ii II Ii j'' II I ' III ",III IIII ill Iilll I II I I I SCALER 3/4 1 -Q IIIIIII � 'i II111III IIII IIIIIII 1 I -JOIST PER PLAN 3 S5 l ill l'll 'I IIIIIII I �v I III �I ( ' I � i IIII ( I ( it , I W�ll'llul� ! II'I IIIIIII) II �I III li (Ill Ill ! III iIiI !' 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U4Ns, Ow I 1, o I 1, is, If- st ,t x If ,\ MASTIC 4I o Nse Ne I/ v if I it I, PER CODE REQUIREMENTS I � �tl` I ,r I "I Nst;Kfs, 1��l Its �o ;e 00 o, ,;eff it%0 I x e eff, fee siol st -isit,o 03 O-) m % I fill. N,la is s hee it, so I I I o , If if seessele , life I If I I,o, If III I, o III is I i 4I -1 i A, ,' I 9 Il- is I. ,` - o e,` I e is I I 0 ix Y 4 ilk I r,li Naill.seests, sissi.s.l.losea I 0 e , f elf If t slis o 14 so q I,xio ...sifs..,,s,.,. �II7` y 011 I ,to f, pi of ill ,� I , , O � pe A x X0 it, 'y I ,� N,4sa e" if, its ,% - - ex f, " � ; z j e I O III if I 0 if N fri ill O . all �/ e x is I i ��,ir 0 m X Ile ,O 4, I � of 41 to , (T Y PICAL) IN.N. l'i to f t ,ess FIBS WALL PANEL `/ �xlf 4x do *;afo , , �l i iNw, o Xle Iffsk O A N 0 it�,at st N of s if 0 0 4 .,s : � O ,e as ,la ,< fit O , e o 4' IIII tr NI A if if 0 If O o ax 11, O it � O 6, if I- N so it a O 11 1 40 t ; 11 "i ti file 4 N O so so e;e w I I if 6 , ". 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BOTTOM PLATES FOR 0 L...... reittl - � f fifel l sf".11 "It i.j,tO, f0" assiNf., � ,I1 . I r i I Is"161 I� I . .'Iffliff'silt III` 11 t4 ; s , - ui C I I. t I . slas - fillf. lff-,e,,f,�j ­f.t. NNNINNNN%. I st.,_ t v ELECTRICAL CHASES .fff,ff '....ii I si I I 5 FOUNDATION WALL .flssfee,eolz � r 7 . - Iff . . I i I at"NiNsis i' PRIOR TO INSTALLING WALL$ . If 0 at'"itNiss L z '6 "Ns.f.fiffistailiffi_v....L."oseleaeolowele z ,;,%.D er'N / ID o C) L-Y-.I C.) at�f.ffl.e,� e w Fisitiffiffill Offiftesista. Or""Im - to ^ lifi.filialplij >_ U ) eseesivete*s' I V ) .i lzt I­ <IN a -4 1 0 lafffffNf�ri it 2: 1fl-f-I I esessitif I N .. f, . i'la. "ORNER CONNECTION I comm ao"Irf"' ees.... u ) WDATION FRAKIN -do" B S ississaffs 1 0 CAPILLARY BRE AK ON SLAB B .Siffliffiffis0li WALL PANEL u i > El <*,,E \,)MIN """O U U MORE I I I 11 , 11 ,1 lii 'lli� ilillill If <taj. , I I Flialatialli U fill"NI i �� klia.0 I i I w r::: UNlif 110"alf.es"I *41i z I NNNN, PREMIER BUILDING SYSTEM :#03 1, PREMIER BUILDING SYSTEMS 1.,a,,,A PREMIER BUILDING SYSTEMS Lu VA`_4 .........e.] fass, ,I;t :::) j.f.e.f.,I < LLJ L W 0 fiestas. If a <�L Z NOTES .. Iffas- < CD 1 . FACTORY PROVIDED ELECTRICAL SEE PREMIER DESIGN MANUAL PANEL CHART # 8 a * 9 z > - INNINNINNI. It .i offifflt 'fat CHASES ARE STANDARD 16 I SEE DESIGN MANUAL " INSULBEAM I I HEADER CHART # 10 " (0 0 L.Le. D. No I AND 45" ABOVE BOTTOM OF PANEL l EJ U fiff-si,it is, E El ( foll se> liff" ANDRoat"I Ll v 14, 0 .j LJUGH1v 48" O.C. VERTICAL It � 'e, UNLESS PRIOR ARRANGEMENTS HAVE CONTINUOUS v101t LD I LLJ ,,, '11�lsopsItNf, � faf) TOP PLATE tlir��l of 11 pla"ll Z . . p- --- I 0 I/ ellitato F-iffilds-fil . ,40 .0 o ,,fx� , BEEN MADE BEFORE PANEL , to ta w FIELD DRILLED ,I , � , if :"I floor �" ,.L. fiff> (4 f`%`N%a1,,if is, f of 41 1 lff;f�,`l - . ,` 0 / It Cq BREAKS V BEYOND elleilre,:­�111 st /1 ' , ' L' SAVE PLUG WITH I, o O' S/ i issellesse, ry t..Li MANUFACTURING. TOP PLATES \ ."4 y i I . i1 :1: I,. ,,�: -, PANEL, SEAMS . f I fe . " . _'.. I .I. .�,"i. ,� fif i fiffilakill. /5 \\ \ i o 0 if. , 'I I.:. I' . .' .11 I ED w IIZ7Iff"ffs , I . l I I . 2. PANEL INSTALLER SHOULD FIELD DRILL OSB SKIN T O , " i fit as p" I - i, : I 1� .', ,. , I 14 0 IN af�� / \ leeV' I i I; ..". I ,. It `L ve!%!� . ' '. , i 'I �j 1 S4 ries,tilism, .."s;; a- of I "I . ; ' I is I CONTINUOUS TOP PLATE KING STUD PiNiNaNt F. 41 4 t �, �* � I ! E REINSTALL AFTER :, k, Ill I ., �I �I. 11 ' 1 . .: p" ' l1 : � '4 AND MARK EVERY ELECTRICAL CHASE , \a i ,F ;� I 0 . , 5I, I I I 1 : ; �II ,.I, I i �... i I I z I a � " I I i � I I � I I ,P � � : I. : I ' I , j ' , I, 1 4 / 'N f I ol� . 1 I � ; t . 11 . � :, . � , BREAKS MIN . V BEYOND fists AS REQUIRED "., I 4 ,, _ :t �t I I 9 .Iff,, I O I I -' I CONTINUOUS q fria'sm"al 3 . FOLLOW LOCAL CODE REQUIREMENTS WIRING IS COMPLETE f I't I Il I . .:, ' R , \ I es:e." of I ' '; I I I , i .11 I� I . , I I \ ui � 4. I it I l I I , If . I I 1, �I : I , tt I - 4 , ill I "Nalf.a. / . ;," I If f t% t � :! ' ' , I I. EAMS BY ENGINEER :?> \ f , k � . I I : : .. , �.Lk .lZ I ' t t' ,,. � 4 �� , a � I i I PANEL S III. \ t"' I I ofoe:�Iooslie I ­ ,.I- I I . .. . .� ,I .... I' . . III ' I �,,III, 111 TOP PLATE I t , II.... ./. f es. ;;. 11... :1 I; : III. , f/ 'Nsf. CD I 114 1 01�,�Oof ,ol if I I I I 'd FOR ELall RICAL INSTALLATION . 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