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' ,/ � ,~ \, / � �. \ �,�cn� � / '�t 8155:$ � �' ; f � F"+�'4 `'�- � � _.---�' ` � � � � f r f' i �."'.� �,� / .�Rp,�G�� �``�� '� � 3�f'8 52. 8 qtyS������� �� � � � _ � / \ � � , , ` �t8155. � �� �� f �'`� I ;;% % � I F-� l ` � (^� r} � � � F-+-�1 f 3�.8155. 3 �V T L f" ( 3 / 0. 373 ACRES ;� � �`� � � . � , .. ,, , , < . , . � . / , / � 3� �151 . 8 � ` ��` r ,�, / . ,. � � ,� - �. , � * . i � � � ���� �� . ,��. �\ 2 / �� r � � � .` '� .� � �` � � �E 8148. 3 �. ; �" / 3 , � � � - ��.� ,/ f � +� �, J / � �� � � NOTE5 : � '����`� � ` i �{ \ f � f UTILITY 1 ) DATE OF FIEI.:D LiJCATI{�NS : 2f 01 j2006 ` '�- �`� ' �� EASEMENT ` �-,. __ , � / _ ._ ; ; .� � _ . � � _ � , � ( ,' I ;' �U�'r� 2) BASIS OF ELE�/ATxONS : �Ol1�M �A�TEE7LY PROP�R7Y CORNEF� = 89 45 .0 " {�E� t�RAWtNG) . � , . < . _ � "_ _ . . --' ' �, _�____ . :- ;: _ } �'" 3} NQTICE : ACCORDING TQ COLC}RADO fAW YOU MUST COMMENCE ANY LEGAL ACTIC) N BASED UPC7N ANY ,_. � __. ` l�4 8147. 8 , r` � , �,i��� ;� xt?,nA �E ~;%,, � , {v � , �' D�FECT IN 7i-IIS SURVEY WITHIN THREE YEARS AF7ER YOU FIRST DISCOVER SUCN DEFECT. IN NO EVENT, �,_ _. � €�e - � xrs � � �: c co�v7au � s -� � . .� `f � 4 � � 814�:� l MAY ANY ACTION BASED UPON ANY DEFEC7 IN TNIS SURVEY BE COMMENCEp MOF�E TNAN TEN YEARS { F� E � �'� A�v ��20v� DEO BY CI� iE �vT} �° � , 1 - � FROM THE OATE OF CERTIFICATION SHt7WN HER �ON . � ' �.� , - � % `� �� i � 4,'`� . ��~� \ ' 152. 7 __ _..___ "� ' 4! � ' O 4} TNE BOUNDARY DIMEt�SiONS, EASEMEN7S AND RIGI-ITS OF' WAY SHOWh� HEF2EON ARE P�R THE REC4RD � " �` - ���E"w po�r�T � r' - f� _ " " {SEE DETAIL PIGTURES} � ° � ,- Q PLAT FOR THE SUBJECT PR(7PERTY. � p ! / _ . � � � � � / r � a � E / '�.� 5) VEfZIFY CIIRRENT BUI �D{NG SETBACKS AND RES1"RICTIONS WITN TME E' RfJPER GQVERNING AUTNOF2ITY. C� � �` $' �` � ,.-' %' laE 8146. 1 '� •�-` � /�/(�`�,. /" 1�' � ! � Cp o 45 4 � ;- � - `•� c� 4 r�- -' , � � �,. � � �� / � � 8146. 6 5 FOUND Pit� & CAP SURVE.YOR S CERTI �"I�ATE � 3: ,g� , , . -� I E�.EV. = a� a�. a' � �, � �-- I > SAMUEL N . ECKER , A PROFESSfONA� I.AND SURVEYOR RE�lSTEREQ UNDER TH � k:AWS OF THE STATE � �,. � OU1tINE OF -'' OF COLORADU , DO HER�BY CERT'IFY THAT THIS EXNIBf7 WAS MADE BY ME AND UNDER MY Sl1P�RUlSIE3tJ , �; �'-� BUI�DING --'" . AN � THAT THE MAP IS A�CURATE AND CORRECT TO THE BEST OF MY KNC}WLEDGE , q q � 7 -- �~~ � �( 814f5. 4 ' G �AF' HIC SCALE = -- -- __ _____. ______ ._____ _.�.� � �, _____ _ ___ . - ' � , � � la o s �o za ao g --- 10. 0' 10.Q' � .. , ldt � ,�. � � ' /f � C!C ~'�•,�RI,p�,�, 8� 4$. 1 , � ----....,v�._..�_1..�_.._,,.�� � -,- ��...a��s",� � �� ` � $l�• . - �,,� SAMUEL H , ECKER A �Qas# ���, otc� ��T....�.,. . O ~� { IN FEET } g j ' � �t 8146. 5 : =" '�j� ' COLORADO P . (�.S . No. 30091 j ;° �f'" �,°� �..1 �.;! �'`3 . `�`` . - � - � p ; � � � i ineh = 1Q ft. FQR ANa ON BEHA(..F OF ` P � . ac � � ,,,,, ° ,.: -` fi l�( 8144. 1 � GORE RANG£ SURVEYING LLC : � � '' � � � ; a '` ' ; C(� � � a � � , � C)��,� *�� ` � �..� T � .�,� � � Q� p� _ � '•• �J �''"`^�.,,� 1 A�4. 3 , ` �� � �`�' hr�''� ' ��4�At� l.A�� � � �` y m '`�� `` �' °-'' � cj6 f.� �` ' . `� �„ ,,r, ���•30 .,. � 'J � �. ; c!'tt� . �.� • �tj1 � �, � ct �.``�. ��,,. � �� � a. , �' �.. .-�^ ..,.� �8 h( 8143. 7 ` , � � � Z` 4 x .. ~�. � .., .`" � o c� � �'`�,. � �... /" � '" �t 814 _ _ . _. _ _ _ _ . _ _ _ _ _. _ _ _ _ __. _ _ _.. _. __ _ . ___ .. ,. .. . ,«_ _ __ . __ _ _ _ . . _ . _.._ � � � � — ,�ls, 5, ,,.�,,,� � � � P�,��NT SCHEDULE � ,'�°� ��. ~�. `� LQ T 2 / � ~ � SYM . 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Z � BUILDING <(,' � U o, � E ���: z � \ \ °1' ° \� � �°$�� � ~' wa � ¢ � OUTLItVE OF \ `�I ° � � � Q � U i BUIL.GING � � H � `'� �: � � � \ \ � w O . � � 1� � ' � \ � � w � � �• - � w � '.. � , - �'.. _ ,o `� 1 H p � �� ,i � '�8r j�l, \ � � w � .�' • g' "'` - W + , `' s \ � { �l �V � ~ ' ^". _ t � � � � EDGE OF PLOWED _ J.� � \V � � -,. _ ` \ \ � P A R C E L D � ` RQADWAY ` � ; ; � f� �. �s � � . � i x . ' ' ��.. .� . .� � �'3Q � ` � ; RADIUS = 144 . 08 ' i . ,.�. � � �� � � �af�� ,-.. � . i DELTA = 34°39 ' 09 " � . °��� � 2pg , � � � ARC = $ 4. 72 ► ; � � � � � Q6 � i � � ; TANGENT = 43 . 7a ' � � �.� � `'` ~'` � � �"` LOT 1 ` , � � � � 8156,- `�... Z, r-i i CH UR Q = 83 � 44' „ � � ~�. K f' � � ►�--+ c�o t � -.:0� �l.� � � a1�, � ( E ..� , BRG = N 1214 52 E � -�. � � �. � \ � � i J' �'``' .,,, � `�`'` ,� ` � � \ OUTLINE OF H � i � � � � � / %/` \. � �� � � �, � BUILDIN� f ��� i � 1 � � � � � � �}/ � � � �'' � � � °�... � �.,� � ��O I � � R������,,� _ ,�.,- �� � J � / � - J �1 � � � �V l � \` � � �� • / � s- ' � ADIIRE55 MARKER ' ! � STEPPING 5TC?NE fi'AT�-1 ' � ' � � � {� i i , ' � � , � r i �, ! �p�� � � � � f � �.. � A, �(� ,� � � � � i � ��, „� � µ; � �S .., �-0' I ( '�� #M, i f !` ! 5N f w STOF�A: `�' \ 1 f ,Q \ ,, � $`�G,� r D � � �,v � T.o.w. st�4�_or� � I � � �.T-� r` f' � 72 Q. F � // � f � �� ...-- = s.o.w. 8152�_0�� � � � �� � � r � f � / I .� / r. � -� '� `�' T.o.w. s����_o�� ( � � � ^ r 1 / } � � � � � / I / l \ � �, � v� � � 8.(?.W . 8150�_0�� � �� I ( F""� � H t�4T� : PROV I DE 5�'ARA7E �C)NE M,4RK�D � °�- � � AT TNE �O�lTR4� �30X FOR l� / // � , -r.o.w. ai� -o , , � „� � f Ch� �i / t � _ �.o.w. s��o� -o" , ' � �+ DRIVE IN ;�"OV RIGN"I"'-OF - WAY . �` � f � 1 l / .�.C� / � � 4 -.-- -r.a.w. s».a�_o" NOTE V�RIFY L AT14N OF BOfiJ�LDER WA�.L "1"O � ,r r I �' � �' ' f � � , .,�,.. ,�,'� ` e.o.w. sts2'-o" � TI � IN 1�11 �N LOT 1 EXISTIN GRAD�E� . �� � � , n � � :�/ / qP � 8154� _� u � / .�- � "�,'. . �- 4 -O UN�-IEAT�D C7bNGR.ETE PAN r , �, I p. / / ` Q� � ' � � �t. �.� � .� .t� i `�`�ry � ' � � W 17"3-�! 2 " I N V ER� 'i � $15 ��" � �� � �`�. / 1 ! / � �.... q� � .� � . r � .{�}. � / f 1 � .� .� a v� � 5W LE I '� � ` r R �. 1 '�. �� •.0 � , \ H r! \ \ l � � v / �. `` � / �' �,� � v� i ` � � y'� �� � � �" ��'` ~ v ` ��57��' �. � .0 � � �. I �� \ � �+ ►� � r � � � ! � � ~ f �� � ; � ,� ,,; � � .� � f w •� � � `�' ,� � � �IEATED DRIV� � �.!�'�„` � � $,��$� ..0'' ,�, �, /,i,. � ,�,, ,�,I ,�, ' � O � � � .� -$' �+ '` ,� / c� � � �.1� � �` ' \V � ' f J � , _ 1 ^ re� � 1 N � � f. �- ` / S� `` / � ..�, � '`�,,, • ,�. `"'�/ ,� � �'- .t� f �v T.o.w� s,�' -sV .t�� .v � � � �v • (�'�� � �1 �" '`-. ,tn / ' Y 'r r � .. \ � � � � f � \\y ' �1,� I ' ` ` ' B` { ..�.W. ��`M' V' I �„QII ' , y " � . W � � , � , � c W � W W W W W / W W !W i W � , r � � �l d ��' � � � � .�` � � r � � , ' 1 F� General Landscape Notes f p � .� � � 1 �l- � 815 0 " , � �� � � �v � � � � � �� • , ' . . � �� �v v� �`` � � �' � �`�- � � � ''� � � SWAL.E � � � � �. � � .� �v � .� ' � `� q�"�� � T`rces and shrubs shall be planted in pits 1 f1�/2 times the size af ��jpy,� �,TU �'t � a' � ,.,- '� � � '� � � � " • , ' . ' , / the plant raatball and backfilled u,� ith a cr� bination af topsoil , � � 83 �a3Q . F-�v;--, � � �� ` � f .r '' � •i• �/ w � ` .--- •�• v� � � ' •� � f `�' A Er�EN� ' � u�ell rott�d manure and com ost . All rees shall have a �.uell a �-�-� r- ..- � � . � , u �' `' - `�' : 1 `��. � •� .�. --- --- �• •� � .� .� T �•� .� � .� � c� rninimum of �4 deep , camparable in " xe to tf7e drip tine of the - - .,� ._._. — �' � N f ^,,, -- ' � � ; � , ' � , �'�* 1` ..f � �-- ..._-. ° � / C�} COPYKIGi-1T � �� u .v� -�'" � .1� � .� w � a.37�,a Es � � � � i � �. , ' � � +�; s���v�r� �Ar��s ��rr tree . All deciduous trees shail be�taked with 6 steel T �-- -~� �,�,,, .--'' « �, .� � ; , , ' �. A.i..a. �cx�m�cz, p.c. posts and � uyed with #1 �4 gauge gal anixed wire and i 1 /2 " x 18 " "' 153 � _6 „ ' ' � ' �, d.,,. �g�` - �t� .' .�, � � �, �, �, J, �, �, �, �,.-- °' ,�, � ,y ,�, . , ' j � , . r A�,L �u��iTS �sExv�� e nylon tree straps . ,�fter installation a � l newly planted trees .�'?��� � �,��ti ., 6" � �A`�� a�t��' '�O ,s `' -r.o.w. ��s2� -a� ' -- '" , i i , ,� � � �,- 8.0.WC 81+�{(0� —61�' � � �L J� ..s!✓ J� I �L J� � ' ;� � ' �.l 7ans uoc�MCUr, nrro Tr� u�r:ns 'JC �Qr (� � y, (� �jyj, y� ..-- r .��-r� AND DHSIGNS }i�l2LIN� ASAN I � LJG rootfed � � 4T1 �. � � � � G1 r ot grawth �J4 � � V �QLQr containing � � �.,� '/ I .�.W . a'�� ^�p ,,,-. ^^"' '...- ! N � 1 +' /� r � ti.J INSTRtTM6`TITOFPROFESSIOVrU, r S[RYICE, CSTHCPR.OPERTYOF �!/`\ �l/�''� �!/ aV �l/ /' �!/' 1 _ p ,_,.. .�,! ---- -."" "-�l/ tl/ 'J/ �V �!/ �l/ O � �V � �J YI�QYl'lli'1 � — � Q5 well CIS Q SIO�i reteasc fertitixer . N �,� / .C?.W . 81 Q ,,,_ ._.... �, � �, • ,� « srcvcNJn�rESxiu�Nn.a.n. � ARC7�"CGGT P.C„ AND IS 1JPT TD DII ` C 6?04J� ' ,� ,, `�'� � / / �Ir �V / J� 5��� / Ji �L �L � �Y �V � �V �' � � � ~� ' , y � ' , � n3 ��rr�e LnunraRrr.nno o�r ,All shrub beds shall be � ��d with w�ed prevcntian mat priar ta 4 ty � ,.,- -' cn ° , ' . �' �'�"�"^M�R�°�, f `� µ � � � a � �. .� � .� � � � � .� � . ,-` being tapdressed . A� l t�ree welis and shrub beds sha� l be � . . � ,- �o.w. e��s -n , j � i � , . � � T1iE COYTRACTOR $I(lil.L TF{OROUG}p,Y � ��� "� ..- SA,W. $1�$(o� _Da • , rrrsrecrnrmsunvsvr�rs�c p / � �'"'� � � � � � � � � � � r , r•e�cncoNnr�roNSrov��r topdre�sed with a m�i imum of 3 of bark mulch . � .. � , �k � . , - � wowc or�Trr�a�cnwevcs.� � NU7E : VERIFY �OCA710N 4F SC�U � WALL TO ° $�g2 ,i, ,�, o ,�, ,�, ,l, ,�, ,�, ,�, ,y �, � y �� � � � i � � ' '17iBCOY'1'R.ACTORS2{ALGRE!'ORT �-lerbaceaus la�,}�in bcds shall b� ta soil tilled to a de th of TIE IN 1�IIT� LOT 3 EXISTING GR r ' ' � ' h:� ��R`ti�,o�SaRD`SC��,��� � ',y" g p t � -'' � FQUND PIN & C/�P • rorF:Fnec�rrFCrsc�=or� 6 " and k>e rc�#� free . A mixture of campost and u�ell rotted manure � ,�„ `�' �'' •� `�' `�' `�' `�" `�' v� � `�' � � `�r . , Et.�v = s� 4s.o' . " �,� �6 PR°���°WG should b�illed into the planting beds (' 1 cubic yard C[JI'Y'1 �05'� OUILINE t?F $1� � � � �v � v� � �--� ' � ' - r ; ' ' per 3/5@ s�. f . , one cubic yard rrtanure per 25a � , f . ) . All BUlLDING -r.o.w. a��z� -o�' �. ...-- -�-' ' � ' . ' � , ` � n�� n�: T� her G1Gt'.DUS tantin(� bed s shal l be to dressed with tl2 black `: � �� Q AQ � � � � � �-" � /� , � X � � � Y C +� /y/� p B.O.W. 815Q -0 Ou --- • . � �' � Y# � L1� "Y`CJ�� -�._ .�_ ^"' _� �- '� O�'S/� r � '' � ..o�wr t r r Y // ' AATG: �U �i+� �J � �L/t!� � _ Z _ � ""' � � �L � � . + .. / s' , olorada humus peat STEPPING STDNE PA'1"N � � ,,� � , ` , ' , ",,-�� � �2� � PERMIt 5ET �,,.%.\ -. � - RIO�F � � � .� � . � r s ' ' r "`� � -r �� • � # REVISIOcY UATE CNtT(AL / �l d sturbed ar�as d�signat� .on the Landscap� Plan to receiv� ' gr�9y.�, � 5W�4L�E � � " . ' , �- '' ' ,. �° native ss treatment af the reeo � � Y _ ' � � � g� ��r�mended seed mix , and shall be� ' ,.. _ � � , � F . � revegetated�by.�au� ing the seed mixtur�� a ra�,e c�f 1 /A� paunds " `� `�' �' ,� r ' , ` � �, '# ' /` � p�'� � � � ��, �� .- . .� • h per 1 �n�ar �auare �e . `� . L C� T 3 � ' ' �� � � �"`,� "`� � r '� � �y �,x / " � � ���� r . � � .. � . �. ." � � ' � � * � . ..�. .. . One applicatic�n of 18 - �4Co - C7 fe`r�t�i � izer shalt be broadcast prl� to , -�"� � �6 ° � �3i " , `' �'� �'� �Y����N ,�' seeding at the rate af 7 1bs . I1Q�0 s :£,� ,All revegitated areas s �l NOTE : TIE aWALE fNTO EXiSTIN�', SWALE � DRAIN TILE �- ' �'� " . �'" s , . � ; _ . a �� � � TNAT i2UN5 ALONG PROPERTY LINE . � " `� be mulched u.� ith 2 - 3 of weec! fr�e ha °�r strac.u . All mulched area - '�/ ,- . � � Y \ � � / �� �R0510N CONTR.OL FENCE shall be treated u.� ith an approved organic tac ifie.�r at the rate caf �' � 1 r / "� ,�-- ' /r �'1 L. IMIT t�F D15TURSANCE FENCE ��,,�r �� � ,,�'�'�� � 124 lbs . la�re . �`,' � , '�. / r /' , / `S`,� . '��' ,..�_ r„z X, �. � ��� � , ,� , o All newt lanted shrub� and trees shall recieve dri irri ation:° � H �° � � LANUSG�PING � r .� -�''� f / .. -'� � � � ; � � p 9 °�- �,,� , LU�" 51ZE = .373 AGRES = 16�, 2�'l"� 5Q. FT . , -�'Jr , --°� All sod areas �hall reeeive spray irrigatian with 1C7U� overlap . Thi � ~�.. ; � . � _ � � `~�.,� M { NIMUM AL�OYIASLE = �0% � = q, 7�48 SQ . FT . , / / r� __ � ` system �hall be automatic . �prinkler system to be l�esign Suitd . � �' � � � PROP05�D = �07% 4& 'i0, 8q7 5Q . F7 . , / , �,.-- ' � / L.���TII� � C.��..P� I� EVEL+C� Pl��I:Fl�TT PL���T � Befare any site excavation any existing plan� materials shall be °'� .,� ` � ., � SNOW aTOR,�G� r ,,,,�-r ' � , - ''� r � « _ �_ ,� excavated and bagged for praper root protection and stared �uith ��.. 1`�. , ` T4TA�k�'i20�,D = 1 , �42�i 5G? . FT . � ' r / / SCALE 1 - 10 0 topsoils u� here indicated c�n plans . °° ` ''���..-,.N�ATED = 1 , �42q raQ . FT . /- ' r / � � L. C� T 4 �.�.. MiN . �z�au � �Er� _ � .�� . �-r . - � i -r� covEr���� : �"rees ta be moved , shall be over dug ta the Gxtent of the dr� ip edc�e �. FROPt�SED = 155 . F? . - ' / / LOT 51ZE _ . 373 AGi2E� = 1 �0 , 2�#7 5Q. FT . , and immediately planted as described akaove and wat�red during ``'� .\ r r , -'� /, � MAXIMUM ,4LL.OWAS�E = 25q = �i, D�O1 �G7. FT . �/ constructian . 5hauld the transplanting fail , a replacement shalt be ~�..,, , / , -�'' ' PROP4SEI� � 23� OR 3 , 73a SQ. FT . � , instatt�d o� �q�at � ize ar muttipte ptanting to obtain eq�at size o� `� � , / � / / TR A � T A ,,r � the existin � � g (' failed � tree . ~� � / f �. � / _ _ ,� _ _ \ _ \ \ GISN RE5IDENGE, EXTERIOR � IGNTI �IG 1NF4RMATION � � X � �� � � L I C-� � � I NC L � C� � N D ~` � LOT 2 / ` � L07 51Z� = ib, 247' SQ . F7 . � � � � MAXIMUM # OF LIG1-!�" SQURGE = 1 P�R 100C? 5G? . �=T . � KEY D15GRIP-f" 14N QTY . �.�iANUFAC�"URER / MC)D�L LAMP ~' �qXIMUM # QF EXTERIOR L. fG�ITS = 15 � � '',� 1 �- EXT . WALL MOUf�T ' 8 V15A `�#DW10�0 QF26 26 WATT �`'` � � � � # OF L. IG�� TYP� �ME � NUMSER �3UL�3 � IZ� � � 2 � �X`I' . R�CESS�D GAN 7 �LGO #�L.71Gt�Q ?5W - P . 30 75 WATT $ W,qLL T"�UNT �VISA #OW1060 14D WA't'T w � ` 3 � LANDSGAP�' ( MINI ) 10 PROGRE55 P5213 - 31 1 S . G . BAYONET 24W 7 RECE55Ei7 AN ELGO #EL71C100 75 WATT � w ~' -,.� 10 L,ANDSGA PROGRES� P5213 -31 24 W�TT `'"�' � � ` TOT�AL l5 EXTERlC�R LIGNTS � 10 LAND AP�~C. f �-{T5 Q $�� IR � F'ROGRESS P�o802 -31 7 WA'C"�" � M H � � , �'` ..,,� TOTAL 15 �XTERI R LIGN't"5 AND it7 LA�lL75GAi'E L. I ���t'S � � � N H . � WQ �-I e-f /_i , � .,.� LUMINOUS ARE�I OF EAGI-4 LIG�I�t' � � � � � � ' \ � �`'' .,� V15A +�2ux5/8"x2 = 15 .85 5Q . IN . �uBUINi_ED�NG � � � � z � \ \ ELGO 3 . 14" x3 3/�4 " = 11 .?7 SQ. IN . �OG��3' ~' w ,� o ¢ � � �`'P UG E55 1 ?�8 "x3 1 /2 " = 6 . 56 SG7 . I N . " - �1 � � � OUTLINE 4F \ PRCX�E55 2 if8 "x6 314 " = 1 �# . 3� �Q . IN . � � � ¢ �= ~ ± ' BUILDING ` � � �H r"� � � i � I1�tITlAL LUME� OU'1"PUT � �, • � � � � . t � `' ' `- . ,,� ` V15A - i0� WA7T BULB = 1104 LUMENa w w � � �'' \ ELC� - 75 I�l�ATT BUL.L� = 825 1�UMENS E'"' � i, �, � � - `Rip`�, �L � ` PROGRE55 - �4 WATT = 2��4 LUM�NS � � i �t �r&7g ' °' - ..,, \ ` PR4GRES5 - � WAT�" = 77 �UM�NS � � � ' � . � � �, ,� � ` - � - �uMiN,a�c� PARCEL D � ; EQGE 0� FLQWEQ _�� , ~ � "� . � � ROADWAY i / �"` � � VIS,4 - 6q .�4 �� i �LCO - 70 . D � . � i � �.. � �s�°�a , �OGRESS - �40 .2 � � ' � � �° l� � ; RADIUS = � 40 . � 8 i � !�i PR RE�S - 5 . 36 \ � DELTA = 34°39 ' a9 " i ..,� � <' �?g Q� NO'i"� : LAND APE L ! G!-IT5 TO SE OG�TED 1.�55 T�-4AN 18 " � ARG = 84. 72 ' , � \ °� � ASDV�� �115NED GRAU� . e---� i ... ; TANGENT = 43 . 70 ' � + �`` .,� .� � LOT 1 ` � \ � � u� � GH ORD = 83 . 44' � 815�-. ..� � � � � •� � �` .,,,� N07E : WALL MQUNT� LIGNTS "("O BE �OG�TEI7 LE55 TNAN S � _Ou � `�`�. � _ . t t, , ,� `'`, ASDVE � IN15NE1� GRAD� . ( E--+ � B R G - N 1214 52 E � �.. ``'�. `��. "' / � ; ` `�- �. � � � �`�. `° � `°� � ' � �un..iN� o� ►`'�-+ {� � j �` ``/\ �7 '`� `� �°`� BUILC}ING � ti.J i i � / � `��� I r� '�-. `� �o i I � . � � / ,I�.-` 1''�� � \ `� \ � � ~`�' � � � . � R`���;,,E�'"A' " "f � f , 1 j � �- � � �. � � � �� _ �16� W ; � / � � r i `� � > �, -.,.. � �,... - - - � ADDRESS MARKER , � f f f � / / .,�.� ~ �- ..,,, `'�., /( �` `� STEPPING STC)NE PATI-I � ; � � � Q 1 1 70 ,..�ir � � � / / ,I�i � ~ a � 1 � a � � ` `' '� ' � � � �� �r,��' C� ! ! j �I f _ .,.-- - 1 � � � � � j � � I � � \ �,G{ j w �� ,� � / �� T.C?.W. $154�-On [T� W J M7 � \ � i lr SN ' S`�'ORA E � � Q � ,�j � 1 �' /' �. �_ �� � i r \ r ' � / / �. TJ � 1�, / BA.w . st52 0 ^ tr-T�� rx ! 7� 5Q . ��-. ,1 _ / � � � (7�} / t`�.��` 8 � � � � � �` T.O.W. 81�a4'_0" � ' i \ w " NC?TE : �'R4VIL7E SF.,r�'ARAT� ZONE, MARKEI7 � � f `� <. f � ��BS� � .•--~ s.o.w. a��o�_o�� � � V� �--� / ( I � H AT T�1 � �C�iTRt�L LO?C FOR 1 � / � �� � � / / ~ �.� �,,, � � ( � -r.o.w. at�a°_o° , f � � (,� DRIVE ( N ;�"t�Y RIGNT- OF - WAY . /j � �� � ���� � �✓ � ff tfi / "��� \ � � �'" / �,,,. � �o e,o,v�i. stso�_o11 � �� � NQ"i"E � VERIFY L � ATIOI',1 QF 80 LD�R WALL -1`C7 � � � , � � � �'`� � / � � � ,,,L- � -r.o.w. a�5.a -o �` � � f l / 4' j '�' '\ j ,f�- � , ,� .-�'" ``�. '` s.o.w . s��2� -0" � TIE IN Wf '� L.C1T i EX15"f" IN GRAD�S . � ` i �i i f / Q� f 8154 ' - fa " / � � � � � .� _.,.�„�`"�„',_,_,,,,, ,/ 3 .� � -- - i �� � f � � � � 4 - Q UNNEATED C�bNCR�TE PAN �' 81 ' D " � 1 �` / �` l•\ � � -p / �.. � �zi � � w � -r� 2 iNV�R'� ; � � o�� , f �/ , � �.. � � i ~' , / sw��E \ ' �t� p j � � �. 0`� � �0�`'� � ( �'"� F� �f sz`� �. ,� / �. � � �1r�� 1 � \ F"+"'1 � � r � / �..� � � �' `� � � �-+-�1 � '' C� � ►-�, ,' � ~ � / \ ~ .,r f �i�� q t `�� ` p � H � � �� � � � � 1 I ,� l �, �. N � _ , / I a q� � � ! � � � � � � � � , - '�' �.�► � � „ , � � � �-{ �AT�D I?RIV� � �� ti2« ` �� �� $1��� .-0 / ( ' Q (� � � ��� ..10 � � � � .�- -$' � ., � ,� , �p��. $1 �1�, �� cP � ' � � ' � � � ..� � �, � �, �.,. ....- '�. ` � � S�. / � '�' pr � f ~ �- o.,,� ,� �-- ... , � �- T.o.w. 8154� _On j � �"� C� �" \ `. \ '1 \ ,�, �tj f � 2 �., S.d.W. S1A8' -0" � � �- °~. \ ,� ,� � � � � C? � � r �� , ' / / � � � � � �""� � , / �`'` � \ \ � `, 815 ' _C? �� ` � ,,� , � ` / 1 -�` \ � �.. � 4 , � , ,,. �'cA � j SWAL� ,� � / I i � tb�y��'i � �tVQW 5�Q � '� �` , �' , y,, �' � � � � ''� r � / I � UTI�lTY f f 1 �3 5Q. FT . -- � � � l 1 � � � � � ,,.- � � f � � � EASEMEN7 / � - .,� _ � ....- -- / ,.,� � f . 1 �.. � - r 2 �- � . ..- ""' "..` f , , T 2 � �. - - �, _ � � � � , � / . "� ,� � .�-� a� ~.•.'�. � - ....- � �. ,,••-�� 2� - � � r 0.373 A ES � � � � h� � S EV N�1iA.MES R1DEN f 153 � _6 u �. .•'"~ �" � � �,. � N � / `�' �.i,�. Axcri�T�c�r r.c. /'� �..`' `�. \ pA.� �p `+ .�`� $i-�g�� ,-�" � ' �_ p f �, ,.- � � , t �,�.,1., �1��-iTS �s�,�tv�r� 1 ..6 �A`� ��6 .- -r.o.w. si�2 0 ,.. , i I , i � � t�m �c�s tt�?r�, n�s mens � / ��5� �' $ / S.O.W . $1.4(0� -0� r ._.... --- ' � 3 � / � �srr�cuM�aTOr• exor�ssrounL 1 3�� � � r" r.o.w. sa�o�-o� _- -- -� �, � i o / ,1� -^' �^�., SQRYICII, LSTHHPROPEIt'k"YOP / ' Y , �� a,� '�s� �, r B.O.W. SI•YSR� �Op ,,,_ .�- ._... --' "'"' ¢ f � � STEVGNJAMGSRIDCNA.IA s�e \ � /,,, /' . ((y ARCITlTBCTP.C„ ANAiSN4TTOE& '�� � � /- � SWALE ,,.� � � � �' (,('� USEDIYW}iOLEORPARTWC7'}i6VC f' ,c�,� ,,� �� � ,,,,,• ,� � / • �nie wx�rr�u nun3owv,nnr�or• r N Q s�revnv anMes nroEv ,r. / .�' � j I r ``f.ta.W . 81.�t8' -0" � / .�' � �� C� 7 � r S.O.W . $I�o" -Q� / 1 rr�isrcc4rn�rrns�mv�eacisrrudoucKr,v 1 �- � ( f I FEILD Ct}Np1770N5 T0 VER(RY � �„ 1 � / 'r�tnr��tosest�awiuu����crr WpRK ON TH&I?RAWTUG5. /` NUTE : VERI FY LQGATIUN 4F SOUI� WI�L.L TO �,�52 � ,,,, � ( � ,, � ��°��o a������ / TIE IN WIT�-1 LOT 3 �XI �TING GR .�- � FOUND PIN & CAP Tp ��^R�H��n�Q� PROCEE6ING � '� y,,, /' � E�EV, = 8r14`'J.O� 1 (kF? � � OUTLiNE OF $1�� I� -' � f r � BUILDING � _ fi ..-- '' � I uanu� m: T.O.W. 8152 0 , ,,,, �-�- T4-� � pu ` � � .�- I I / � e.a.w. s»o� _a�� ' , � �' ��T�: JUNE 23 �00� / � ` � ~``� � ` STEPP { NG STON E PA'i"N 8148-- _ _ , _ _ ^ _ _._. -- - �"" - , 7 0'-0" 10'-0" r r �„ i � ^ r�,2� \ PERM I'1'" 5�T � � �. ` ��' - RIDV� ( � � � " • � N RLYYSIRNUA7E L*IPIfAL / °�... `"� � ` ` er y��`.t. SWALE � ..- � � ,, / � .., � 1 ,,� � r � � °"'`,,. �, .` �' �, r � / '1 . . . . ``� � \ ' '�., ' r ' � +��'�� ` � � � � �� 1s� � � ` `� LO T 3 - ' S �'` ��° �'� � � � �- ��a � �� � ` �'`�.�� �,. r `\,,.` \ .,` .� f,.. ""�.. � . � . � � a Q � � A , � \ ./// l � VY y .i/'n � � .. .� � � 1; ^, , .:. ". w. LL .. ,., � °° .. � � ° � NQ7E : TIE SW�4LE INTQ EXIST4NG SWALE � DF2AIN TILE ,,,�-- ' � �� k6 �'' ����� s°�` °�...,, � � ° .� T�IAT RUNS A�QNG PROPERTY L. INE . �,.- ' " � - ''`/ 1 ��J,,. �,� �� � , `� ` � �..., / � � �,,�-,� � a L I (`11 T OF D 15T'URBANC� FENGE �,� � '�`� �'�*� � �^ ` ` � -.. .� " r ' �'/' / � �� " '��� �, ...� . . . V{(f �i.'s�',.r (/,G' .. . � �� . � �•,,. ` � .. � LANDSGAPING : , .- --'' f , --'r ' � � ����--' ~`�- ``�. ` L.OT 51Z � = . 373 ACRES = 1612�4� 5Q . FT . � .--''� ! � . _ �' � � \ MINIMUM ALLC�WABLE = s(A% � = q , ?�48 SQ . FT . , .--�'`^ / �/ ��.. � � � � � PR4PC�5ED = 67% O� '10, 8q7 SG? . F,- . l .�-� ,�- - � ,� ��T�I�.IC� R LI C��3'T'IN �- FL���T .,--- ~° �..� �~ � � SNaw STOR�c� / J .- - '� / � SCALE 1 �� = 10�_0„ �... � Yor�oa� = � �2q sa . �-r , �-- .r-' . �`` ~� ` ` `'��.,.�.-�4-4�!''TED = 1 , 42q SQ . FT . f�,�- ' , / J � � LaT 4 �..., M � N . REQUIRED = � .�2 . F-r . �-- f / 51T� �C?VERAG� : � � PROP05ED = 155 . FT . /.. -� �/ LOT � IZE _ . 37'3 AGRES = 16 , 247 �Q . FT . , � r - MAXIMUM AL�.OWASL.E = 25� = �4, OG� i SG? . FT . � ~` � , ..--'' , , -i'� � ' PRQFQa�I7 = 23% OR. 3 , T30 �t�. FT . ` \ `� .,� / , , .---� / �' TR A C T A ,,�- .. �. �" '-� ,� \'\ � l � LOT 2, DAUPHINATS -MQSELEY SUB . 1404 MOR.AINE I7R. 6-23-06 EXTERIOR DOQR AND WINDO't�V SCHEDULE EAST �T H # R44M TYPE NINGE SILL �-IT. W x I-! REMARKS v w 1 Rec . fEx . (2 ) Full Lt . t > 5 ' -0 " x 8 ' -Q " � � 2 Rec . tEx . 1'icture Fixed 2 � _0�� 7� _ � �� x 6 ' _CJ �� fi��� ro, � v 3 Rec . lEx . (2 }Full Lt . < ? 5 � _0'� x S � _ On � ��0 � x 4 Rec . l�x . (2 ) Full Lt . < ? 6 � _Da x 8 ' _Q " �• �° W � 5 Rec ./Ex . (2 ,� Fu11 Lt . < � (o � _C)'� x 8 ' _Un �5'� � � 6 Sar Full l�t . Left 3 ' - 0" x 8 ` - C?" � °° �// M 7 Bcar Fict . - At^ch�d Fixed 5 ' _On � � _lJ" x 3 ' _Ou 12 "' t^ise * �i �,, w 8 Enti^}� GasG Right 2 � _ C?u 3 � _Qn x f, � _��� "' °° � H � q Entry Full L.t . Lcft 3 � _6u x 8� _0�� verify � p ° � � 10 �ntry Case �eft � � _ � n � � _Qu � � � _Qn W � � � � li 5tudy Case Right 3 ' _4u 2 � _(c+ �� X 5 � _4° �� STQNE VENE�R c� � b. ,-, 12 5tudy (� ) Full Lt . � > (o � ,,,, Cy�� x �' _C� �r 88 � 0�.` " � �' `" � °� z 13 Great Rm . Case Right 1 ' _(au � r _Qu X qi _ �u , i� '' �' ~' w °o <C 14 Great Rm . Picture FixGd t ' -6 " 7' -a" x q ' - 0° '�� �' �� G � � v 15 Graat Rm . Gase Right 1 ' _(0 ° 3 ' -4" X �'1 ' -0" , �, �, � � � 16 Great Rm . Ficture Fixad i ' -�O " 6 ' -D" x q ' - 0" CG W � � 1 ? Gt^eat Rm . (2 )Gase < > 1 ' _(ou 5 � _Qu X �+ � _6u A13 `,�' G�., � 18 Great Rm . (2 ) Full Lt . < > � � _Q �� x 8� _0�` S. � u � u � n ` �tp �� w �' 1q Great Rm . (2 )Case < ? 1 -�0 5 -4 x (a -% H o 2Q Kitchen �'utl Lt . Right 3' -0 " x &' -0 " � �` � � 21 Kitchert Case i2ight 3 � _Ou 2 � _6n X 5 � _aa 6'�, � 2� Kitchert Case Right 3 � _ �u � � _� a x ,,-�, � _� u J �i�� W 23 Kit�hen Picture �ixed 3 ' =Ou &� _Ou X 5 � _Qu .� , ��� �"� � 2.4 Kitehe:nn Gase Left 3' _On � � _�OU X 5 � _ Qu 6*- �' :, 3r �� „� � 25 Kitchert Crase L.eft 3 ' _{Jo 2 ' _�, u x r,�, � _0" •;� �� O,, C� � n � u i u � .� cs,, ' •� 7 �� � ��a Naak Case R�ght t - 6 2 -Q x � - 6 � �` . 27 Nook C�i�e FiXed 1 � _�cu 2 � _�u X �a � _6u � +�(o� +�(o ° �. �i��� W I N � GELLAR ~ G� � �� � �� � u � F, � � �i, 28 Nook Case Fixed 1 -(a 2 -0 x � -/ . a 2� Nook Gase Left 1 ' _(nu 2 � _Q'� x fo � _ fca � .� �:,'�., � � - � - . ���-..�'.. �' � F�,r `�S`. 30 Noak Gc�se Fixed 1 ' _�Ciu 2 ' _C}�r x (o � _(on G . � . VENT 1 � _('uu X 1 � _ � n ��� `' � 0�� � � ' `�' ` �,`Z' ..:; - - ' � .. 31 N�ok GaSe FiXed 1 � _t'ou 2 � _U �� X fa � _4"au �j• � g� ,�; , .�, +�� � � � • 'O �3AR � � 32 Noak Case _Le,£t._ _ 1 '=6 " —2 ' -1. 'L x�a_'..- '(a' — — — — — — — — — •� � � ��y � �, � �p Q �'. �"° 3� Nook {2 ) Full Lt� < ? 5r _0'� x 8� -Q" � �- — — — — � �• � � •. ,,� `� �� ���� AA � � 0. � ,�1 � � 34 SGd #i (2 )�as� < > 3 � ,-Qu 2 ' -0" x 6 ' - 0'� � '�, � � �' 35 Scxth #1 Casc � L..cft 3 � _ Ou 2 � _� n X ,�� _�u I ,� '� d.. o �1' � ,� - � - - � � OC? 36 Gar'ag� C.e�sa Right 5 � _�, u 2 � _(ou x 2 � _/v �� I t�`��' �` �' � ' `9' ` �.-II 3? Gar'c�gC Gpse � FiXGd 5 � _�+'� 2 ' _ 6 �" x 2 � _� ° I cS.. `� �0., 6� Q 38 Gat^pge Gqse Left 5 � _(oa 2 � _ror� X 2r _(ou I � 3fo,n 4j�`�1, � � ��•, r',�,.. 39 Garage 4 . 4-1 . I Top 9 � _On x 9 ' -t7" �.uood ciad * I GRAWL SPAGE �.�1 �� � � �� o,r �� � , �4 Garage U,�-1 . Tc�p q� _On x q � _Ou woad clad * I �': . .`t��ry �� o,, �'' `� � 41 Garage #-lalf Lt . I Right 3 ' -0�� x 8' _0 �� * I s,, tr, ��j � �./ � � 4� Cxaraqe Gase L.eft 5 � _la'� 2 � _6 �� x 2 � _� �� ( -'�,�� � � � � �� � � 43 �arage O, N . I 'f"op q� _On x q � _0�� waod clad * I � _ $ ''F'`! -q�� 6.� W (� �44 MudlLaundry Casc LeFt 3 � _� " 2 � _G� n x 4� _� n � � __— _— ��, p��f �,�` ��� �� � � 45 Bed #2 Gase I Right 5 � _0 �� 3 � _Ou x 3 ' _0 �� — SS � \ � U'� �� � �46 Bed #2 Case Right 5 � _0�� 3 ' _�n x 3 � _Qu �AMlLY #2 � � n i u � n Fl- � �f � � � 47` Hed #2 Gase I Left 5 -D 3 - t? x 3 -G? � �� �o � � .�'� �.s�- ,��' � 48 Sed #2 Gds� L..eft 5 ' -On 3 ' _ Du x 3 � _an � �i' `� ` Yr ° W ,c �4q �ed #2 (2 )Case � > 3 � _au 5 � _ Qn x �4� _du STDNE VENEER (�"I"YPIGAL ) � � ti ' �, F YI � `�'' �'�I � `✓�' 50 Great Rm . Pict . -Arc d Fixed I1 � _!a'� 3 ' _0�� x 7� -�(0 �� 18" risa * `� �� � \ f, �'1� i a i n � n u �'.L � 1 � _ n � , . S . �`��. !"'�.1 F� " 51 Great Rm . Pict . -Arch�d Fixed il -6 ? - 0 x 8 -0 6 rise * � •, •ry � �� -�'� �J 52 Great Rm . Pict , -Arc d Fi�ed 11 � _ 6u � r _ pu x �� _ 6 �� 18" risa � � . �� "� r $� �' 4v.. �, . 53 Great Rm . Picturc Fixed 11 ' _G� " 3' - 0" x 6 ' -Q° �` , °' '�'' � � � � �Q '4 � 6'`, � �"'r 5�# Great Rm . Gasc Fixed 13 � _4n 3 � _ ao x �4� _an S�AB ON Gi�.AD.E AF30Y � � ° , 55 Great Rm . Picturc I Fixed 13 � _ �" ?' _6 �� x �f� _ Ou ' � ��''+�' �a�ry J��io �� fti F�1 � � 56 �r�at Rm . Case Fixcd 1 � � _�u 3 � _ pn x ,�� _� u �� � � �,� ,� �r'' �� I 11 R li 1 IE II � � °`�r+` � " �` / � � 57 Great Rm . i�ict . -Arc�ed Fixed 17 -0 13 - C7 x 2 - 6 18 risc * N �' �C" �,,2 / 58 M . �d (2 ,� Fu11 l...t . f > b ' _ f� �� x 8` _Qu m � 3Q° ��°" � ,-t �. �i'' 1q� "� 5G1 M . Sed Pictur� �iXed 1 � _ 6u �� _pu X 6r _�n � ELE�/ . ° ,�`� �� � ' � � � u � u � u u �L , � �1" �y�� � .. �t� M . Sed Pict . -Ar� Fixed 7 -(0 8 -Q x � -0 12 r�ise * �� (ol M . 8ecf Cca�e Fixed 1 � _6'� 3 � _�, u � � r _an �EQUIP . � `` �.��,� \� N � � �� / (a2 M , TawGr Cps� Right 1 � _6 �' � � _pu x � i _� u �3 32 � � �� `b �-.1 �' �03 M . Tower Gase I Fixed ?� _�on � � _ �n � 2� _�yn �� '', REGR �ATION / �X�RGI �E �` p o,, e� . .�" � �t- (0�4 M . Tuwor Cpse RigFtt 1 �� �C+ �a 2 '► Q' n � �,i 4 �ti "� �� � E�/ . �' 81 �fa � _ O�r �� , 0 . � ? ' � \ �' 1--� � 65 M . Tower Gase � Fixed ? -6 2 -4 x 2 -0 — — — ' �� ` ` s� � , G�6 M . Tou.rer Case Right� 1 ' - G�"� 2 ' -0 x 6 ' _p� � �O 3' I,�` `° , � �� ,2� '� `` 0 (�? M . Tower Case Fixed ?► -6u 2 ' -Q" x 2 ' -�" ��,, '�`? ` �, �,�`;y �o�,� �TOM � Y�NE�R .L � '� r � (08 M . Towar Cp� Right 1 � _ (� u 2� _Qn x 6 � _� " � � 30a a Q�ry • � 6�1 M . Tou�er Case Fixed 7� _6u 2 � _C�u X 2 � _Ou �'='� �j.� �� F., `` �'� 74 M . TowGr Gtase Ri ht 1 ' _ ,Fo �' 2 � _0'� x �(ar _0�� � o `� �rY . .� ��`� o,, 71 M . Tau�rer Gase Fi�d ?� _6 �� 2 � _Ou X 2' _Q�� � o•, . �� �'�`� UP ry Qca�Y�u�11T ?'2 M . Towcr Gase Ri ht 1 ► -6 " 2 � _On x 6 � _ ��� � STORAGE � BATN #5 -i� 814�0 ' Q " � a ,� � s�rEV�r� 3,�nn�s �uoEr� g � �� � �� r �� PAM7ED CONGRETE TI �E � ��' A.I.A. ARCI-3ITECT P.C. 73 M . Tourer Cas� Fixed 7 -� 2 -0 x 2 --0 C � C � � °�., �� ALr. tt��xx�s zt�s�xvED 7� ("� . �OUlGI" CQSG RI� +"f� 1 � ,� �j11 r� 1 ,,,,�1� X bl ,,., Qp �` �i�, � f �/ F . � . * �t�rsuocs�tsrrr. nrmrxam�;ns 75 M . Tower Case Fixed �' _� �� 2 � _0'� x 2 � _C}r� D�ry �� ,, � /� �. !� � �� D�S«.,� �t���;�. ,��.:� � � * �-�, � / � '� �.� / / `� � ! nvsrRUnt�ar ar• rxor•cssro*rn�. � U � u � �i � !rl O�� ( (p } 30 / � � / '�/� sexvicc, rs 77ce rxor�xrr oF ?�+ M . Scd Gase Left 3 -0 2 -6 x 5 - 0 �,,,, /�, � / � � / STEV[iN7AMESRIDGNA.lA. ?7 M . Bath Gase Right 2' _�au 2 � _ �, u X �4 � _/ n ��,/•� � ([j�(��7["j / '' � ����oG�°RT°�o� I I) 1 II 1 II i � S,.G �-+L' (�}-r S/ ��� E FL �-y � �� TttEWR17TGNAt377[S7Rl'/.AT70NOF 7� ("1 . �'��'1 �'�' ,�CASC '� } 2 °�D � ^�O X � "� I� _ — a � � /�T` 1��•. // ` `� S7TiVG1V7AMESRIDGY 7�f i`1 . Satht Pi�tu�'e Fixed 1Q' _C7u 4� _6 " x 3 ' - 0 " � ? � �r1. �/ U �' \ �' � � - �� . $". �� �O M . i�JLAtiT I �� ,��iC1$C � � � I �, /_ II �flw /_ 11 X �{ 1 ,,, /_ ({ / � 'niLCO*37RAC'roxSlintLl7[QRQUCRI.Y �Q 'Y Xl K SP t� �� � � 1NSPECTANDSURVEYfiXIST(."tC. 81 I"i . Hat�r Picture Fixed 10� _pn �4' _ 6a x 3 ' _�° �'�. �, "� � � / � n�nT�rxasesxowNx��iecr 82 M , Sath Case Right 3 � _0 �� 2 ' _a �� x �#' _ C�u o�� / �:oRKpNTT�D�,�,�s. �,y, ,µ y�y WALL OUTLIN � ABC�VE � �# \ � / ` �� �` / t� �TQNE VENE�i2� (TYPICAL ) 77iECtlV1RAC7riRSF(ALCREk'QRT ANS' VARIA71QN56RDISCRLTANCIES 8� �U4� +�'� ��,r7 .1�.r �riT L '31 .�, OI) v')I � oI� X AI �,OII � ���) +�V � � TO'RiEARCNTI'Eif:"FBFFORFi �� "7 � 3�0�� $A" � �j / � rxac�mnrc &�4 B�d #3 Cpse Right 2 � _0�� 2 � _6a x 5 � _t7 �� ,��ry 7 �,t�, ��"# � f p ,� 85 Bed #3 (2 )Gase < ? 2 � _ 0�� 5 ' -Q° X � ' =Q'� �` ,3, '� � `"' ,�4,� 86 $ed #4 (2 )Caso < ? � � _�}�� 5 � _ Qn X 6, � _Ou � �� `�,;•, �s...L � � � TI-I Q FLR . DRAIN DRAWM BY: 87 Sed #4 {2 )Gase < ? 2' ,,, On ,4, ' _ 0" X (0 � _0° � `"'� t�� 6`., �ry � �� � u � u 5 ' -f�Y2� ` `� MEG�-�IANIGAL DA�: .1UN� 23 240� 88 Sed #� {2 )Gasc �C ? 2 -C3 �4 -4 x G� -G? �ry $..�,, � , 8°I Sath #4 CtaSe Right �4' _Q`� 3 ' _ 0�� x 3 � _Da `' '�� (PAINTED CONGRETE) (j PERMIT 5ET . � Gi0 Nallwc�y Gaae Left �4� _0�� 3 � _C?'� x 3 � ,-On /� �,, �� ql SGd #4 Picture-Arched Fixed &� _Qn �#' -4° x 3 ' - Q" 12 " risc � o,, cg,, ��` # R�-�S�p;� D�,� ,:��L . . � _ i� i _ u 3i _dn � ii r6se * �� �p A13 q2 Sed #44 Picture-,Arched Faxed 8 p �4 a x 2 0 �� ` � '� � � �� � �� �� �,, �, �;, ' ��.'� �,� N4'1'"E: S1LL �-I� IGfI-1'i"5 �RE FRC;M �"QP OF PLYWQOL? . � * = RE : �L�VAT1C7N5 FOR I�JINDOW GONFfGUR/aTIQNS � � � ;�.������.� , . .-, ; - ._ ,, �.. _� _ _ .� x : .��.� � . , ���� �� � . �/1r � � � �'�+� _� � .. �� . AA .� ,o ��� ��,� �Al2 .}, � �� . ,� . f,�J . o,, \ �,�o LO► WER LEVEL FLOC.� R PL���T � SCALE 1/4`� = 1 '_0,� �, � ,. o,, t� ND"t'E . VERIFY FRAMING �"D GOORDINATE 1�iITN ELEGTRIGAL PLANS . � � . INTERIOR DOOR SCHEDULE # ROOM TYPE .1AMH 1-IINCx� W x 1-1 REMARKS � 1 Winc Celiar 5G 5 1 /2 " Left 3' -4" x 8' -0" 20 min . wlcloser H 2 Clasct SG 5 tl2" Lcft 2 ' -b" x 8' -O" �, v 3 E�CYQtOY` SG 5 1/2" Left 2� _8n x �� _4n * �p ,, W O.. F-� 4 5torcage 5G 5 Il2" Laft 2 ' -6n X �� _Qn �• � ra Bath #5 �G 5 1/2'� Right 2� _„q,n X ai _Qn � �� � U 6 Sath #5 5G 5 V2" Right 2� _6n x 8' _U�� ry S. � w d 7 Mechanicai 5G 5 1 /2" Left 3 ' -0" x 8' -0" 20 min . wlcloser `O.. � & Pmtry 5G 5 1 !2" Pocket 2� _pu X 8� _Du �� I,�� � w �I Sed #1 aG 5 112 " Lef� 2' -(u+n x 8� _Oa �,',�q� � � � °O O 14 �ed #1 SC 5 1/2" Right 2 � _6n x 8' -0" . i�` '�' ? '' ,�, �' N W 11 Htath #1 aG 5 1l2 " Right 2' -6° x $" -0�" t0 �0.� ���� �'' oo � �' 12 Garage SG 5 112° Ri�ht 3' _Ou x S� _On 20 rnin . w/closer 6.. � �/7 � � � H 13 Mudl�aundry 5G 5 1/2" R'rght 3' -0° x 8' -O" �ry � ,�m, � � ~ 1� Elevc�tor 5G ra lt2 " Left 2� _Equ x 8� _Ou * oo �t H � v1 o i n � _ n o � ! I6� � W pa` � 1� Mud/L.aundry SC 5 1/2 Left 3 -0 x 8 0 '� �' S'� �o.. s L' U � ~ 16 Pawder 5G � 112'� Right 2� _Ou x 8� _0�' ,y��j � .� F'1- t9'i f�j ti w ., ,-,. � 17 F.�'ttr y 5G 5 1l^.c " Left 2� _b�� x 8� _0'� Q`�2' `' �� �c�.. �,-�-�. w ,� o <C 18 5tudy �2 )Futt �t. Ta 1t2° < > 6� _0�� x 8� _O�� 8� � C� Q � a�. � 1�t Mast�r Bed 5� 5 112"' Right 2� _8n x 8� _Du A13 A13 � � " � W 20 M. Glaset (2)5C 5 1 !2° < } �{� _pn X $� _au 21 M . Scath SC 5 ll2" Ri�ht 2 � _6 �� x 8� _O° 5'-/S` 5� 6�• . �� � � .� 22 M . Bath Glass Eloth 2� _0" x 6' _Ou Shower o 2 � O° w 23 M . Bath 5G 5 ll2'� Right 2� _,�u x &' -0" �' ,��q� Z` •Ol` `���Q�� S�'�i � `C�.� �t O 24 Sed #3 5G 5 1 !2 " i2i�ht 2 ' -8" x 8' -0° 2q 25 f3ath #8 5C 5 1,/2 " l.eft 2� _6u X 8� -,Ou , {U0 d �(� '.ZS •c�\ STON � CAP �f� � � 26 $cd #3 5G 5 1J2" Left 2 ' _6° x 8' -t)" , � � �� �` 25 � �A � 27 Scd #4 (2}SG 5 ll2" Si- pass 5 ' -0° x 8� _0" � �1�� �o �'✓ 28 Sed #.4 (2)5G 5 1/2 " Bi- pp�s � ' _�" x 8� _Cya � �`; �'ll '.Z W 2'� Bed #4 5G 5 1/2 " Right 2 � _8'� x 8� _D" t�,, � CC�o 30 �'3uth #.4 5G 5 1/2" Rir�ht 2' -6"' x 8� _0,� � o . 31 t.raundry 5G 5 il2u Ri�ht 3 ' _0�� x 8� _0" �RAWI_ SPAGE AGGE55 2 ' — O " x 2 ' - 0 " ��y 2 �s 2G'a � D � . 32 Etevdtor 5G 5 if2° Left 2� _8° x 8� _Q° * � �R> s ��`i'i % 33 Bed #2 5G 5 1I2" Laft 2" -8n x S� _0° 3& � _d�� /� F 5T� cv ' O., \` � _D�J _ 23 34 Bed #2 5G 5 tl2`� Left 2' _6�' X S� _On ,r.J � u N�K `��1• � i ' 35 $ath #2 5G 5 1!� " I..eft 2� _On x 8� _Gy�� "- (WOOD) 0�� "�'� ' � � '°°p � �� $�0�. 6'� a�. �g:. n i u i 7� -5Y2�� 2 � - D�� 8 � -(oY2� S~�.. �� O.. t�--I 36 H�ed #3 5G 5 il2 Left 2 -o x � -O� � "��,� ,�� KITG�-EEN � � �4 �`•, * = Automatic apen /` c ase etevator doar (verifY)(verify sixc) ��"oN � c�� 35 C . 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T}SATTHOSE SHOWNRGfiLS:C3 WtlRK OY TFiL URAW[NGS. \ - �b - - . - - - - - - ' S'C"ONE VENEER 7}� CQYTRAC70RSITALLREF'nRT .. � \ � � - _ ' � + . • ANY VhRtATtO�lS 4RDISCREPANCCGS � ' ' . T07kI[iARCHPiP.,CTBE�FOR6 PRQCGGD4YG MAiN I�EVEL. & 15�o ' _ Q " .,�. -- —°° _ ___-.- — _____ ---- _.—_ _ ____,,, — -"'""' -- nRn,wr� xv: T� EX 15T1 NG GRAI�E nAT�: JUNE 23, 2006 -�i��#-l�NED GRAD�E PERMIT 5E'i" f 4 REVI5IOs1bATE INfTG1L . 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( ` � 2x4 CEDAR "i"RIM � 2x� �XTERIOR WALL � - ( . 1 /2 " EXT�R 14R S1-lEAT4-! I NG � C (�► LL� Rt� C� F �RIDC�E) � � INFILTRATiON SARRfER I SCALE 1 1 /2 " = 1 "-0" VAPOR SARRIER (GONT . WALL � GEI � ING ) ( �-�+ ( � � NQTE : � 51M 4 : 12 RQQF PITC� INSULAT' ION R - iq MIN . (V�RIFY ) � � Lp --- I COPP �R FLAS�-lING � � '�---—� � k3LQGKING AS REQ , FQR V,ENT �"� I �-�+ (� _ — EXTERIQR SN �AT�-1lN� � 2xSx7 11�4" C�DA1� �!'i21M ' - _,.----- EXTEi? IDR SN �,�T�IING � L7ENTIL� @ 11 il� ° O . G . �� � EXT�RIOR ��-IEAT�-lIN� — IN � ILTRATIQN SARRIER IN � IL?RATION 8,4RRIER I �x12 GEDAR FA�C1 �4 �,,,� � INFILTRATiON 8�4RRIER 5 112 " STUL? WALL � �� ►�"� � STUGGO ('2 COAT ELASTOMERIC � 2x1C? �UB FA�GI ,� � � HOARD UVEiz SATT' � lD1NG NEAt��R R � : 5'1"RUGTURA � FlNIS�-I W/ t /2 " FOAM BAGKING ) � 6 " B � $D 54FF17` � � �,,,} COPPER FLA�NING 518 " CYPSUM WALL SUARD COPPER FLAS�-IING ix4 GEDAR F1� IE� E �OARU � � '� � � � Wl VAPt�R BARR. i �}? GR�ATE SEALED � .� NEA1��R R� : �"f"RUGTURAL. — 5/8 "' GYPSUM WALL. SO,ARD sc+ �T4NE V�NEER W/ YAP4R SARRI �R BARRIER @ WALL EDCxE � r -r-' '� 5/8 '" GYPSUM WALL SOA� L7 � W/ VAF'CaR �AR�'. I �R ANGLE Ii�C?N � EADER RE = STRUGTURAL STUGCO OR, WOC�D � IDING ..� � . .. � 2x1Q G�DAR, NE,4DER Ti� IM �x10 G.EDAR �.EADER TRIM R.CJQF EA�TE A�I� FAS � IA Q � 11 �� � � SEALAN�" AND BAGKER RC�L7 �` �EAL.,AI�IT AND SAGKER ROD SEALANT AND SAGKER R.OD � �i W SCALE 1 1 /2 " = 1 '-0" �yp-�-E : @ SfM . L�VEL 54FFIT � � � GLAL7 WINDOW UNIT' GLAD WINDOW UNIT GLAL7 1�lINDC?W UNIT NOTE : @ 51M .2 � : 12 ROGF i' ITG�I, GOPPER SNINGLES, LEVEL. 50FFIT �� ►� S�ONE F� �Y4ND �' �� 2x�o GEL?AR. 'I"iZ1 M 2xb G�DAR TR I M 33�YOND � � W UOD GASI NG (VERiFY } NOTE : @ aIM . DDUSLE NEADER TRIM . N � N4TE = @ 5lM . t74U8L� �# EADER "T"REM , RF : ELEYA"i"' { C�NS (SC7UT�-IWEST EL.EVATIC?N ONLY) 2xb WALL � I C'""� '� a ��E�� � � � � � � C�' � 11EA� � � � � ,� 11�A� �j � �,,,� � C (� INSULATIDN R - lq MIN . � I � � � � � � , � ,� - � �� � �� _ � �� � rr _. r „ INFIL�f"RATION SARRI �R ; � SCA.LE 1 112 - 1 -Q NUTE : � � IM . 2x8 �IEAI�ER SCALE 1 1i2 - 1 -� SeALE 1 ll� - 1 -0 N4TE : C� SCM . 2x8 �IEADER ; 1 /2 " �XTERIOR 5�-lEATa-IING ' ( 5�Al�ANT ANL7 HA�KER ROD SEAL,4NT AND BAGKER ROD SEALANT ANL? SACKER ROL7 - - - - - � I SOARD OV,ER SATT 5lDING - " � c�} ca�YFUGxT � `� �1"UGGU sT�vEra J�m�s �u��N 2x8 aIDE GORN �R BQARI3 - y � � i � � a.A. A�c�-Ilr�cr n.c. ► ALL RICaf1TS I2FSERVED – – – – – – – – – -- w ; � CCC�PPER FL,A�N I NG SOARL? QVER BATT 51I71NG ' ��� ��M��, �Np � mx� � — � ' Axnur:stavstratcr:�, nsn;v � CtSTRUAiENT OF PRQFBSSI(7�fA1. , 2u �TC?NE SiLL s��V���, ,5 ,���pxQp�a,�or S'GEVSN IAAiCS RiDL�N A.Lh. 2x& FRt�NT GQRNER BOARD .EQUAL � ,�C,n,.��p.c., �„ aNprTOn� �^+ �-�'` * � �^ USL•D L�' WH(7LE QR PART W I'('liOUT J I �1 �{ � J I �,,,,�,,,, . � � /'f I I T7(G W12I't"1'EN AUTF3qR `U.AT14N OP �x(a CEL?AR TR I M 2x(o CEDAR TR 1 M � ` $'�``�" '"h'�$ �""�' � ( ntccoNrnncTO� s��nucntoaauc��.v �OARD OV�R E3�ATrt" S I D I NG STUGGO � � INSPECT AhTi SURVGY [?XIST[:SG _ f FEILD CO,�iDIT[ONS TQ VERll�Y ( 7FLAT TIiOS6 St[O\S'N RGFLPCT � WORIC Of7 TETE TIRAWINGS. ( THE CONTRACTOR SHALt,RETORT TO STON E V EN EER � At1Y VARfA17QNS ORDISCRE}+ANC7ES ,IY ( TO THti ARCt{ITECT DL'T^'bRE _ J ���� � � ( � I 1 V �' � J .�1.��8 � �J � � � � � J 1a�1�B C �J � �..� � � Q � 1..� ����1 `V E� , (�'j✓{� ��� � 1J ►J �� I.1 V lJ r SASE TR I M �\_f PROCG�GDiNC � � � � � � j — I �lFILT'RATIC.?�! SARRIER SCALE 1 1i2 " = 1 '-4" NOTE : C� � IM . 2x�4 `CRIM SCALE 1 l /2 " = 1 '-0" SCALE 1 l /2 " = 1 '-4" N4TE : @ siM . 2x�4 TRIM SCALE 1 1 /2 " = 1 '-0" NOTE : @ 51M , IN51DE CORNER ; ��� %V: �� ; 1l2 "' �x`1'�ERIUR S�-iEATNIfJG DATG: ,,,�UJ�L.� �3, 2006 N ' PERMIT 5ET s-raN � v�N .�E� , -- �-roN � v�N ��� k RCVtSIt}YDATE tNi'IAAL — GL.AL7 WINDC?W UNIT STUGGU RETURN .^.. ' _ ` .._. � 2x� G�DA,R 'i"RIM SEYOND SEALANT AND SACK �R RQD GLAD WINDOW UiJfT ' � T4P F� P`LYI�JOOD CLAD WINDOW UNIT S�ALANT AND �3AGK�R R4I7 ���� ' 3/4 " PLYWOOD I7EGKING G4PP �R FLAS�-IfNG FINISNED FLODR 3 '" ABOV� SEALANT ,4ND SACKER R4D GOPP�R FLAS�-IING PLYWOOD (CONGRETE Tc�F'PING 2 " STONE 51LL (' SL4PED } W/ NEAT + �TONE, rt" IL.E, WQ4D FLt�DR JDIS"i"� RE : �TRUCT L. .- , —�-- GQF'i��R FLA�N I N� 2x6 G�DAR TRI M C�R CARPET ) I �� � �� � — STQNE VEN �ER �� � 2x� G�DAR �"RIM INFIL�"RATION SARRIER — INTERIOR TRIM (VER. i �Y ) `��"° ��� Y INF' ILT'RA�" IC?N BARRI �R ii — �XTERIOR S� EAT1-IlNG INFILTRATION SARRIER f � , �� ! L�, �2 � � { 2 u + � 1��,� 5 l /2 5"1"UD WALL � � � � E�'I"ERIC�R SN �A"i"1-41NG EXTERICIR SNEAT�-11hlG � � � , ��� �,� Wt�0I7 51LL NOTE : 5TC RATED SQUND 8,4TT {OR SLC3l�IN — IN ) INSULATION , ,� '+�4 84ARD C7YER BA'i'�I" 51D ( NG STUGCC7 iN ALL INTERIOR WALLS AND FL40R5 . ' � ��'� SILL (' � I DI �1C� ,� SILL (' � � C� i� � ,� (� SILL � � � UCC � ) STCJN� �V�.�1.I��TS � C) T � � 1 V 1 � NOTE : � � IM . WQUD SII7ING Ak30VE �70N � . � SCALE 1 1 /2 " = 1 '-0" NO`1"E = � S ( M . 2x�4 "("RIM SCALE 1 1 /2 " = 1 '-Q" SCALE 1 112 " = 1 ' -0" NOTE : @ 51M . 2x� -f"RIM SCALE 1 1 /2 " = 1 '-0" AR.C �ITE � TTJ�:AL DETAILS ______ __ 5fS " G . W . 8 . STUGCO � �� 3� u CxYP . � FL40RING 2x4 GEDAR TRIM 3u GYP . � FLOORING STUGCC� � s H -E R 1 �1 INSULATI4N MIN . � COPP�h. FL,45�# I NG ( � �..i „ 3/4" PLYWOOL? OUT �W I NG D04R `� H 2x�o EX�"ERIC?R WALL 3/4 PLYW04D OU�" SWING DOC�R cv ,� 2 �� 5�"C�NE S � LI� ( WATEF�PR.OUF M �MSRAi� � GQNGRETE WALL WAT�RPRt�OF MEMBRAN � � �' G4NGRE7E WALL 5 1 /2 " x 3 " WOOD RAI � GAP w � J015T �ANGER � aTt�rl � VEN �ER 2 " il2 " EXTERIOR SNEAT�-�4lNG JOI �T N,4NGER S�ALANT AND SACK��2 �?UD S�ALAN"i" AND SAGKEi? ROD � 2x4 WOOD "i"DP RAILS � � o ANG�� IRt�N INFILTi�ATiON B,�RRIER FL.Ot�R J015T METAL FLAaNING FLOQR J015T M �TAI� FLASNING �; � W G�xla W DOD POST M � � � 5l8 " G . W . B . 112 " EX7ERIQR 5/8 " G . W . B . lx6 IPE W04I7 I�ECKING � _ � � � ; � � S� EA7� ING lx8 W44D PICKETS i °' � � � ~ �" 2x12 LEDGER m � � � � � Gt�MPAGTED EAR�"N =_�= -� _ � H U W E-� � - � U w Q � w � � O .,J m � W � m � H U� �C � cv E-+ � p ,—. r.• � � oo �r E-+ � ` � W °` a �. � BB ' '�4 H �' � ELECTRICAL SCHEDULE �'13 � � °�° � o � � � � DUPL�f .� a� ,-� �. GG � � � w � h1ALF 1-IOT, WATER PROOF, IN BC?X UNDERGROUNI? �� � � p _ � '� GLOGK OUTLET O FLODR OUTL�I' @t SPEGIAL: VERIFY AF'PLIGATIQN REQU { i2EM�NTS �-�.. E"`i � � SPEGIAL= IN FL40R PHQN� EGT. ------- � r� w -Efl- SWITCN -- A�.�. SWITC�( INC � COV�R PLATES (VERIf•Y} � AUT� AUTOMA,TIC MC�TI4N DE'i"�CTQR L.IG#-�#T SWITGN � w 4 P1-MONE f MULTI GAHLE, TVISAT/GUMP. , DATA 3 0 3 � 3 � i � �cT��,1oR wA�.�. �caNS� � [a] �X`i'ER10R REG�S�EL? (�" RauNQ� +�,��.o-�+� ic-r (o.A. �. ) o 3 �p IN7ERIOR REGE58ED (.4" ROUND) �{ALO-NqqT, #-I�fIGT AS WINE C L �AR � REQUIR�D �OR 1NSULATION (O.A.�, ) / � � 3 .4 p�-} IhITERIOR REC��S�D AL?.1U5TABl.� (�4" Rc')UND) NALO-Nq9T, �Iq�11GT � O S 3 O �.� �� �p � a r� �Q INT�RIC�R R�C�55ED SNOWERlLENS (4° i?OUND)I-#ALO-N�f�i'1", Na�iIGT � • � (�Q (NTERIOR RECE55�D : NfGN GEILIN� SLOPED CAN f4'" RoUND) NALa „� � � ,� � o a�� � 7-�- —1 �tTE1�aC3R--G.�ILI.�l�G -�fQUht-'�- — — — — — — — — — — — ,� � *�' d � & E� P�NPENT: SY QWNER � '� — — — — ° �r 3 0 3 � .� d O �"� � � c 8 � , �PA D I SCON N EGT Al2 � �,p q �i INTERIpR WAL�. 5C4N5�: 8Y OWN�i� � �, ` �� � � I10 � IN't'�RIQR GEILING: SLANK NEAVY DUTY ( �, � d ` �i� � � 04 ii m EXTERIQR DEGK � w� � N ( C� UNDER CASCNET �'iX . "5LlTE" BY ALKGC> � �, v' � � � �---C CEILING'r MOUNT P7220-60 W/P721 �4-30E5 87 PROGR�55 (O.A. E. I � � (' �' � ` ( ---- UNDER CABINET POW �R. STRIP C?N �"` CAN7 5TRlP � �' \ �, t� � I � ( I715P4SER SY IN-SiNK-ERATOR, 1/2 H .P. W ! A! R SWITGI-I I 4 '`� \ \ � � � � � PANASONIC FV-20VQ2 I .y' 3 � � � � ( M4TfaR A5 DE5CRIBED I � � ,3 \ � �� SEG. S�GURITY KEt' PAI? I — � ` — � ` (� �' � � 1—� � ? \ � IKEY KEYLESS ENTRY �— a � � � � U � FUSN 8U7TON F�M ! LY #2 � � ( "t"�ERM057AT � \ � \ `. ��- /� � � � NUMIDIS'i"AT � � � � v ^t � I Q �MQKE D�1"�G?4i2 W �-��-e � PATIO � � NALO TRIT1 CQDE (C1.A, E. ) �OR LIGNTS #2 - #E► RE; SNEEfS Et , E2, E3 .y, � �,/ � IA-qqqP - 5i'EGULAR R��LEG"TC}R GONE � 10 � � w _�,,,�1' ,�,/' F3-�1q3P - COIL�?C BA�'F�E � `"4 w � C-qqBP - El'�BALI� - 30^' 71L.'l' �� � � D-�iq2P - WALL WASH d ►�—� ( E-961i'� - LENS�D 51-IC�WER TRIM �, "� � � � �'-q�iDP - PINNUL.E 7RIM O Q � � '� NC3TE: (O.A . � . } OR APPROVED EQU�4L �' f "� � INT�RIQR SWITC�-IE5 TO HE DIMMED YIA, L.UTRt?N {O.A. E . ) J, O / � / � NOT� : VERIFY TRIM �C?I� E FQR �,.� `~�, � VERIi=1' I7IMMING GIRGUi78 WITN AT2GNl7EGT. �(,, AUTC? .y�,� `� Q p � / � EXT�RIUR PATf4 LIG�-IT� . � At.1. 'RC�KF�- IN h1U5T 88 REVIEWED AND YERIFIED aN SITE ELEV . , �} I w�T1�11 AR�cN1?'�GT PRroR To Pt.AGFMENT oF AN1r �XP�06�tEv �' EQUI �' . N � MATERtAi. AND FtXT11RE'3. O 7 ( G� I PROT�CT GfRCUITS, INTERGONNECTED FIRE/SMOK� DEfECTORS y� �� � RECRE�TIC.�1� /�,7EX �RCI � E `� Q � � AND ALARMS, WET I�OCATIUN FfXTUi?�S AND QT4-IER ITEMS TC3 � L � , �, ,y� � d" � _ GOMPLY W! ALL GURRENT AL}OPTEQ COD�S AND C?RI7INANC�S. � p O � � NOTE: VER ( FY �LEG7RIGAL REQUiREMENTB ANI7 LOCATI4N8 �OR � � W�#UL.E �-#4U5E STEREQ SURROUND SYSTEM . � NOTE: INTERGONI�EGT�R-MaNITOR�D FIR� / FR��ZE t SMUICE I � �� ANp 1NTf2U510N ALARM . ( 7 O � STORAGE BA7'1-I #5 o O � U P3 O ,�, Q s�v��Ja �s�s �n�N I A.I.A. ARCI-IITECT P.C. � � ALL RiGHTS It�SEI2VED ( fl �i F . P . i .�, � f rH�s �ccM�xxr, nrm�n� mens � � ANQ DESIC3NS TIEREN, AS AN � �...•� �� � � p� � / �NSrnimr�rrra�> rxorsssmxnr. / ' � saav�cs, �s�nmraor�e•rvnF 3 � U � � � S7EVEN JAh1ES R1DCN A.f.A. .. J /� , ` V � �'; Q � � A.R.Cfil'CF3S:'f P.C, A37D 4S N4T TO BE USED I:J W};pUg OR AART WTI'NOUT �— — — — — ° � � � � �' L U E `�h P�,�" I O � � 7F�� ,�R,� ��,�o��,oH o� � � � .� � � STEYLNlAit4GSRNCN � /� 3 � � � ., y> f / / � Nsrecr n.w suxw�swsrr.acoucrn,r 3 O O \ � � / � FETLDCONDITInNSTOVEiRVY Q \ / . � � � THAT7HOSL� Sf10tVNRIiPLEC'C � � / W(SRKON7fiGDRAWI4GS. \ / 7FtG CO�I'fRACTOR SI£ALI.REPORT /� � � A?71 VAR(ATIONSORDISCREPANCfES � ii � / "ItlTfiEARCt3TfECT4EFOR8 3 � / / 1'R4CBEU[NC3 �Q ry / / _ / / � / � D,��,��: T1� 1~'IEG�-lANIGAL �h�: JUN� 23, 2�06 0 PERM (7 SE'f' V�R I FY REG7U f REi'1 .ENT5 BS � R�°�S,QNp�,� ,�,�. �0 7 A13 AA ,�,12 LO ���R LEVEL ELECTRI CAL PL��`� � SCALE 1J4" = 1 '-0`� . � H U W H H�.1 W 1"� � w d � �.+ H � � nJ M W H•z�i c�t r,� � E-+ � � � U'� �C � r� E-� � p ,-� ,-� `-, � o� �t H `} � v� '`' � Cj � Z �38 C� r-, w ,, ,-, � ,� 13 A13 w ,.,a c> d O � �`° U .� cr �, � F, �, '-' w w va W �' � <C � w -----_. 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A[2CI�ITECI' P.C. � O � � � \ \,` � / ALL ftTGHTS RESERVED / 1�'fUD 1 LAUNDRY � `� � �' 0 � „�$ ��EM�, ,�,,, T„�ID�,,.S � ��y � 1N9TRUMGNTOPPROFGSSIqNAL Ai`ID bESIGNS HERLIN, rl5 AN O v Q $ s�v�ce. �srtc¢QxorcaTVOr� STEYEN IAMFS RII3E4 A.1.A. �1 R 5 �\ ARCHIYEC;f P.C., AND ISNOTTQ2IH - US6D 4'•I WFt01,8 QR PART R'71'NOUT � � y \� 77IEWR7TTGNriU7f14R12A710NOF _ V \ 5'iHV[sN JAMES RCl}G�N ---- � 0 � � � Tlil'i CpN'1'RAC70R SFIALL fli4RpUG7R.Y � \ C' `� � �;ncw�o���"� '� \ \ \/ � ry��n•rraosesKOwcrxer•cc=cr � � � W4RKON7'ttf3ORAWlziCiS. � � \� {�}� � � � � � � �'.r�� n�v°�nnava ounrscn��RCi�.s Q � TOT![EAIiCfllICCTLiCFQRB .. � ��e /� PROCI:[^9MG � 'l V � ENTRY 3 � � � p�� �Y: TN �TUDY nA7� JuNE 23, 2oa� �y PERMIT .�'aET v � / I, �7 'R�VISIONT?ATE IN(t1AL 0 0 �� A13 / 7 / ' v' ,� O PJ / � � Pa-r i o � � AA Al2 l��IAIN L��EL EL� CTR. 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ARCI�3ITECT� P.C. � \ ' 3 O �G�O / . � 8,��� #2 / '� - � ALL RIGIITS RESERVET7 � _ — . . — . . _ a ( . _ . ___._ . - - - �-- -� � Q� � rxrs noc�m��rrr, nzacE rr7e mens � � � I � ANbDGSIGYIS2IGR&(N. ASAN 1NSTItI7,ltENT 4P PRpFB&S10NAL SERYICE�, ISTIiBPROFf:RTYOP .. - J�^'`�\ I . STEVEN IAMIiS RID1":N A.LA. o� � __ _ _ _ _ � \ I I / ARCtOTECT F.C., At7D IS NpT TO HE ,. \ � \ � % `P11L� Wi{7TTE�LAU'I'f ORIZATftlNQ� h \�_�/ ,• j�, I STEVHNIAM(?SRIOEN � �� ( / TFTE?CON'tRAC70R S}iALL TFIOROUG1iLY \ . ` � � . (NSPECTANpSiFRVES' CXGS7P7C3 B6[GU COYDITIONSTOVERIFY r t , W4RKqNTHGDRrtWP,3bS. • l�J I % THATTKOSI3SHOWNRGFLGCT ( � Tf7E CON'IRACTOR SHALL RL•PORT ^ ( � ANY VARIAT(qNS OR DiSGRHf'hNCIES TO TlIB ARCHtPECT TICFORf3 v \ ( � � - BL.ANK , DRAWHNY: T� � � � BED #2 I � Dn�r� ,JUNE 23, 20��+ � � " .� PERMIT 5�t" � � � A� REVtS10NDATE INi'77AL � � . � ' \ \ - �` . � s� - � � � � � / � ,a � � � � � . � � � - � / � ' t � ' � AA - �/ At2 � . LTPPER. 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AFLCHITECT P.C. q � _ Qt� '� � _ � n ALL RIGI-IT"S RESERVED O O a ,��5�����. ���,� @�S nxn o�s�G*�s xxaer>v, ns nx � 7NS7RUMENT OF PROFES9IONAi, � � � /'y 11 3HRVlCE. tS TfiL PRtlPERTY 6P v � / srEV� 3n���s xmer� ai n. � � � ARCIf17£CTP.C., ANAGSNOT7tlBE / USLD 1�7 VlfiOl�' OR PART WPF}IOVC � TIIG WRIT°tTi;V AU7NORIT.ATION4P � STEVEN dAMES RIDE•N O II � O /ti / TMIi CONTFCACTOR S7iALL TfSOROUGHLY �✓ INSFEC7 AND &URVEY El'ISTINCi � PEIl.D CONDPITONSTOYERCFY � 'i}{AT TrS0.SE &}TOWN REF[,ECT � W07tK O"7 THGDRhWINfiS. / TfiII CON7RACTOR SIiALG REM7RT .. � ANY VARIATtONS OR DtSCRGPAN��fFS / T07'}3E ARC}iITECT llEf�C1RE / PRpCGEOlNG 0 � _ / Q � / r,RnwN nv: TN M �c�+,aN � c�� ���: Jur�E 23, 2ao� q � _� �i �'ERM 17 �ET ^ a� # REVIStONi�ATE; INITfAL V h l'1 � � AA Al2 LC� ��ER. 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I � I I � I � � � � � � `� ' �' � ° � � - / � � � . �"� �' � I 8 - 12 _ 8 • 12 I � � I & . t2 . & : 12 I � O I � - � �---- � � - - � �--- —�► � . / \ . / . �. � � �► 8 � BD 50FFIT (TYPICAL) C� � - � �L�v . \ / � � � � � C.r . . � . . —1 l_ . _ . .� . _ . _1 ° / , . � \ . � - � - � �- - - - - - - - - - - - - � � - - - - - � — � - - - - - � � - - - . . _ . . . . . — . � . _ . . � C>PENT48F�UW - q ' _ Ou p / � i �l � _ a�� . � f/ � SATN #2 � . � QcopY��r��r STEVEN JAMES R1DEN . — . • 0 • — • . � i^ai� I - � . i . � . - — AI,L R1GI-1TSTRESERVED � � � A , � rf�rs ooc�r�vr, nNn�e m�ns ' � � . I ' AND AEStGYS HLRE[N, AS AN � INSTRUNENTOFFROFESSIONAL I SERV7CC. IS THG� PROPBRTY QP 57'EYENIAhiES WD6TIA.LA. \ � ARCI3ITECTP.C., ANDISNOTT09H USGD IPI117tOCE OR PART WI7IIOUT TFiB WRI'I'i'8iI AU77iqR1'LATlOSIOP - � ( � . STEVEN 7AME5 RIDBN \ ` I � TIiH CQI3TRACR7R SIiAGLTFSOROUCFll,Y � INSPECI'AND SIlItVEY EX[S7LxIG FE14D CONDI7[O\S'R7 VERiFY / '171AT TF3C1S6 SIiOWN RGFLEC7' I WOJtK ON 7'FSG URAW7NGS. I THBCONTRACTOR SfiALLREFORT / ANY VARtAT10NS 6R 171SGREPANCffS T6 TF3C ARCHITGCT IIUTOR$ I AROCEBDING \ � . � � H�D #2 � � �K�,�, mY: -f� � �-i � _On I - oa�,�: JUNE 23, ��Q6 � ( � � i='�j2M17" 5�T' � N RE'V1Sf0lYDATF, INII7AL � ' � ' Y \ - �` . � ss � � � / � / � a � � _ � - � . - \ / \ � - AA � Al2 � - �.TPFEI� LEV�L REFLE �TED CEILI� � PL.P��T SCALE 1/4" = 2 `-0„ N4�"� : q ' - O " = APPROXIMAT� �1EIG�f�I" �'O BO"1"�"QM OF F�QOR �OiST ASOVE . . � ...�__.�_�..� QESIGN CR ( TERIA: Gish Residence. 1404 Moraine Dr. Vaif . CO Job� 0605- 08 a All lumber used in construction shall have a maximum moisture content of � 9 �. 2 (J03 IBC FASTENING SCHEDULE ( TAB � E 23 � 4 . 9 . 1 } ABBREVIATI0 �1 LI � T Roof Live Load ( Snow) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ g0 psf p . Framing Nates: Roof Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf 1 . Exterior walls: Floor Live �oc�d - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf A. All exteriar walfs are 2x6 studs C� 16 " o. c. to a maximum height af 12' - 6 ", 2x6 CONNECTION FASTENINGQ� m �OCATION .� � ��� Flaar Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 25 psf studs t� 12" o. c. to a maximum height of 14'- 6 " , and { 2)- 2x6 studs t� 16 " ta a �r � '�; � ���v � Deck Liue Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf � �� � » A, B . ANCNOR BOLT JST. JOIST � _,�; �� � �' � �' d�' ' maximum height of 17 - 4 unless otherwise noted. Walls taller than 17 - 4 shall 1 , Joist to sfl� or irder 3 - 8d common toena;i ��; ,�` "�` e � � � � '� '��°`�� � Deck Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 30 psf 9 A, F. F. ABOVE F�INISHED FL�OR �AM . LAMINATED ' � be framed with manufactured arallam studs, contact en ineer for s acin � " ' �" � ' P 9� P 9 3 - 3" x 0. 131 " nail �-j��i ` �� �, °�� � ���? � ;`?, �,, � � Wind (3 Second Gust) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 mph (Exp . B ) � A. F. G. ABOVE FINISHED GRADE L�V LONG LEG VERTICAL � � requirements, if not indicated on plan . Cap with a double top plate installed to 3 - 3 14 gage stapte E.? � � r ; �= , �:,� . � Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT rovide averla in at corners and at intersections with other artitions. If averla ADJ. ADJUSTAB �E LONGIT. LONGITUDINAL � r �� � . , ; . � p pp � p p 2. Bridging to joist 2 - 8d common taenoil each end , �,f IBGf( RC Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2003 is no t possi b le, s trap top p la tes wi t h me ta l s trap ties (Simpson S T 2 9 2 or 2 - 3" x o.� 3� " naii ' ANCH . ANCHOR �TWT. LlGHTWEIGHT �_� � � � ° f .- ;� FOUNDATION DESIGN : equivaient) . 2 - 3" 94 gage st4ple APPROX . APPR (�XIMATELY LVL. �AMINATED VENEER LUMBER �,';.� � > * z � ;;ra� B. Gable- end wafls shall be balloon - framed to the bottam of rafters or end- wall 3. 1 " x s" subfloor ar iess to eacn joist 2 - 8d cammon face nail ARCH . ARCFfiITECT LSL LAMINATED STRAND RIM MATERIAL j�� < " r� ;,` % _ _. � , �' BD . BOARD MAX. MAXIMUM t � r ° � t � , ,`=r " trusses unless approved by engineer. » � " � ` .� `'>� = fr } ��, ,. . a . Design of indiuidual and continuous footings is based on mqximum allowable bearing pressure of 4. Wider than 1 x 6 subfloor to each joist 3 - 8d common face nail G Floor or roof framing members must be aligned to bear within 5 inches of the BLDG. BUI �DING MECH , MEGHANICA� � »� 20Q0 psf ( dectd load p1us full ( ive load } . studs beneath . 5. 2" subfloor to joist or girder 2 - 16d cammon blind and facs nail x �� �' ��� � r� "��'" b . Foundatian and retainin waNs have been desi ned usin an assumed lateral ressure of 55 cf. » 6. soie � ate ta oist or biockin 16d at � s" o.c. typicai face �ai! BLKG. B �OCKING MAT L MATERIAL - - 4� : � � � � � D. Provide 7/16 thick APA rated sheathing ( plywood or OSB ) rated 24/16 , exposure 1 , p � 9 „ „ „ BM . BEAM MANUF. MANUFACTURER c. Footings shall be placed on the natural undisturbed soil , or campacted structural fill per the 3 x o.131 noil at 8 o.c. at exterior face af exteriar walls. Block all horizontal joints and nail paneis with 8d „ „ BOT. BOTTOM MIN . MINIMUM recommendatians of the geotechnical sngineer, below frast depth . » ,. 3 14 gage stap�e at 12 o.c. d . This fcaundatian has been designed according to the design recommendations set forth in nails spaced at 6 along panei edges and at 12 along intermediate supports. B . Q . W. BOTTOM QF WALL ( N ) NEW � W eotechnical re +�rt 90014G b inter- Mountain En meerin The eantractor shall fallow the E• Pravide ( 3)- 2x14 headers over all door and window openings, with one 2x6 trimmer so�e p�ate to joist or blocking at braced BRG. BEARING NOM . NOMWAL N 9 P Y 9 9 • 3 - 16d per 16" braced wall panels � > construction re uir�ments fram this same re ort. and one 2x6 king stud each end , unless otherwise indicated . woll panel � » � CANT. CANTILEVER O. C, ON CENTER - `� q p (4)- 3 x 0. 131 nail per 16 �((� � F. At beam bearin ( ocations in stud walls, rovide multi le- stud osts e ual to width e. Provide eantinuous foundati�n drains around the perimeter of all basement walfs and at the � p �' � q (4)-3" 14 gage stapia per 1s° C. J. CQNTROL JOINT OPNG. QPENING N �t oo cc> r� of bearing member unless noted otherwise. CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD U � � ° `� base of retaining walls. Cantact geotechnical engineer far details. 7. Top piate to stud 2 - 16d common end nail ¢ O oo co 2. Interior Load Bearing Waifs: 3 - 3" x o. � 3� " nail CEM . CEMENT PLATE z t' � � °' °� f. Provide crawl space ventilation per IBC/IRC requirements. >, f� ^ -p � g . A representative of the geotechnical engineer shall verify soils conditions and types durinq A. Interior laad bearing walis are 2x4 ar 2x6 studs {as indicated on plan ) � 16 o. c . 3 - 3" 14 gage sta ie o � >, p CLG. CEILING PLYWD . PLYWt�QD � o Z '� '`� excavatian . Because eotechnical infarmatic�n was not av4ilable at the time of re aration of with 1 j2 gypsum wallboard both sides unless noted otherwise. Cap with a double t3 � �n p � � q p p 8. Stud to so�e plate 4 - $d common taenail � CENTERLINE R . O. ROUGH OPENING (/j the construction documents, we have used assumed values based on similar sites in the area. top plate installed to provide overlapping at corners and at intersections with other 4 - 3" x 0. 131 " nai� CLR . GLEARANCE RAQ . RADIl1S �' W .�-,..-, Construction of the foundation may not proceed without verifying these values, Report any partitions. If averlap is not possible, strap top plates with metal strap ties 3 - 3" 14 gage staple COL. CO�UMN REF'. REFERENCE � � � E_ � � d discrepancies fram origina! design assumptions fio structural engineer for re- evaluatian of ( Simpson ST292 ar equivalsnt) . Q •� cc, � � r.� � CONC. CONCRETE REINF. REINFQRCEfREINFORCEMENT � � ct� tn � .....�.,, foun da tion design. B . F l o o r o r ro o f f r a m i n g m e m b e r s m u s t b e a l i g n e d t o b e a r w i t h i n 5 i n c h e s o f t h e 2 - 16d common end nai( � h . Backfill around and above structural buttresses and retaining walls shall be compactian - tested studs beneath . 3 - 3" x 0.13t " nai� CONN . CCINNEC710N REG2 D REQUIRED � � er the reeommendatians of the eotechnica! en meer. C. Provide 2 - 2x10 headers over al1 a enin s in wall , with ane 2x4 ar 2x6 trimmer 3 - 3" t4 a e sto le CQNT. CONTINUOUS RET, RETAINfNG � P 9 9� � ) P 9 9 9 P U7 •- i. Da n �t backfill a ainst retainin walls until su ortin eiements are in lace and securel and one 2x4 or 2x6 kin stud each end , unless noted otherwise. CONST. CONSTRUCTION REV. REVISIt�N � 9 9 PP 9 P Y 9 9. Dauble Studs 16d at 24" o. c. foce nail Z anchored, or adequate shoring is installed . Cancurrent backfilfing of each side of o retaining D . At beam bearing locations in stud walfs, pravide multiple- stud posts equal ta width 3" x o.� 31 " noi� ot 8" o,c. C. P . CRIPPLE Pt?ST R , S. ROUGH SAWN p � � r wali to final grades as indicated an plan or sectian is required unless temporary shoring is of bearing member unless noted otherwise. 3" 14 gage stop►e at 8" o.c. DBL. DQUBLE SCHED . SCNEDULE t) � ,� °� � installed. 3. Flaor Construction ; 1Q. Double top plates 16d at 16" o. c. typica� face noi� DET. DETAIL SECT. SECTION � u7 � � � j. Verify type af fiil ! with sails engineer and structural engineer priar to backfilNng . A. Provide 3/4" thick APA rated Sturdiffoor rated at 24" o. c. , tangue and groove, 3" x o. � 31 " na�� at � 2" o.c. DIAG. DIAGONAL SNT. SNEET �� � `� 0° c�s o, exposure 1 . Glue and nail panels to all supports with 8d nails spaced at 6 " along 3" 14 gage staple at 12" o. c. DWL. D �WE� SfM . SIMI �Afi -�-� � Q � � REINFORCED CONCRETE: panel edges and at 12" along intermediate supports. tnstall sheathing with long DWG. DRAWING S. 1 . P . STRl1CTlJRAL INSUL.ATED PANEL � � � � ,-..,,..., dimension er endicular to oists and end aints sta ered. Double tap plotes 8 - y6d common �ap splice EA. EACH SPEC. SPECIF'ICATION �- � ox „ „ P P 1 J 99 „ „ .+, ci - r� ¢ a. Concrete design is based on the Building Code Requirements for Reinforced Cancrete {ACI B . Provide solid blacking between floor joists at ail bearing locations. Blocking material t2 - 3 x o. 131 na�1 E. J. EXPANSIQN Jd1NT SQ. SQUARE � u� � j �;; 318) as adopted by Chapter 19 of the 2003 IBG. shall match the f( oor joist material . � 2 - 3" 14 gage staple typical face nail EL.EV. ELEVATION STD . STANDARD b. Structurai concrete shall have a minimum 28- day compressive strength of 3000 psi, 4. RQOf CotlstruCtiOn : 11 . Blocking between joist or rafters 3 - sd common toenail ENG. ENGINEER ST�. STEEL c. Concrete shal # be proportioned using Type I - 11 sulfate- resistant cement. Admixtures containing A. Provide 5/8" thick APA plywaod sheathi� g rated 24f1B , exposure 1 . Install to top plate 3 - 3" x a.� 31 " nail EQU1P . EQUIPMENT STf� UCT. STRUCTURAL chloride salts shall not be used . sheathing with fong dimensian perpendicular to rafters or #russes and end jaints 3 - 3° 14 ga4e stap�e EQU1V. EQUIVA�ENT T TRIMMER d. Cold weather concreting procedures shall be prouided as recommended in the AGI Manual of staggered. Nail with 8d naifs spaced at 6 "' along panel edges and at 12" a { ong 12. Rim joist to top plate 8d ot s° (� 52mm) o.c. toenoil EXSTG. EXISTING T&B T(7P & BaTTOM Concrete Practice. intermediate su orts. 3" x t3. 131 " nail at s° a,c. PP � „ { E } EXISTIRlG T8cG T4NGUE & GRO(3VE e. Anchor bolts for beam and column bearing plates shall be placed with setting tempiates. B . Plywood sheathing shall be appfied cantinuously over the primary roof inembers 3 14 gage stap�e at s o.c. EXP . EXPANSION T. O. C. TOP OF GC?NCRETE f. Expansion bolts shall be IoGated at a minimum of 6 bolt diameters from concrete edge ond ( rafters ar trusses} below overframed areas to provide adequate lateral stdbility. 13. Top plates, �aps and intersections 2 - 16d common tace nail EXT. EXTERIQR T. Q. F. TOP C}F FOQTING spaced at 10 bo} t diameters unless noted otherwise. 3 - 3 x 0. 131 nai� C. Provide windfseismic anchars at supparts for af { roof joists and trussed rafters. ff F. D . F�OOR DRAIN T. O. L. TOP OF �.EDGE g . Anchor bolts for wcaad si11 plc�tes shal ! be piaced at 4'- Q" maximum spacing with one anchor 3 - 3 14 gage staple See nailing schedule. FDTN . F4UNDATION T. O. M . TOP OF MASC?NRY bolt at 12" fram each end or Gorner and a minimum af twa anchor bolts per piece. D, Provide solid blocking between roof rafters, trusses and lookouts at all bearing t �. Continuous header, two pieces 16d common 16° o. c. along edge h . Concrete flaor slabs on grad� and an meta( decking ar plywoad supported by framing shall locations. Blocking material shall match rafter, truss chord , or loakaut material . 15. Cei►ing joists to plate 3 - $d common toenail FLR . FLC70R T. O. TOP OF ' " 5 - 3" x 0. 131 " nail FRMG. FRAMING T. Q. W. T4P OF WALL have sawn or toaled control joints at a maximum spacing of 15 - 0 in each direction . 5. Wind Bracing: 5 - 3" t4 a e sta le FTG. FOOTING THRU THROUGH Locate control joints along column grid lines where possible and provide slab isalation jaints A. WaEls over 4 feet long which are sheathed with gypsum wallboard on both faces and 9 9 P around columns. are indicated as shear walls an plan have been designed to resist wind farces in � s. Cantinuous header to ste,d 4 - 8d cammon toeno�l GA. GAUGE TRANSV. TRANSVERSE i . Concrete coverage far reinforcing steel : accordance with Table 2306. 4. 5 of the 2003 IBC. GALV, GALVAt� IZED TS Tl1BE STEEL COLUMN 17. Ceilin ists, ta s over ar 3 - i6d comman minimum, Table 2308.10. 4.1 face nail �EN , GENERAL T1�P , 1'YPICAL 1 . Cancrete cast against and permanently exposed to earth = 3" B . At shear walls, screw 1 j2" gypsum wallboard to all studs and to top and battom 9 �° P P t`O�S 4 - 3" x o.� 3� " nai� (See Section 2308.10. 4. 1 Table 2308.10.4.1 ) 2. Gon �r�te expased to earth or weather: piates with #8 x 1 1 f8" drywall screws at 7" maximum spacing . ' 4 - 3" 14 gage staple G. L. GLUE- LAM U . N . fl. UNLESS NOTED OTHERWI5E �5 bar and smaller = 1 1 /2" #6 through #18 bar = 2" G. Exterior plywood or OSB wall sheathing is required unless specificafly deleted by 3 - � sd common m�n;mum , Table 230$.14.4.1 face nai� GYP . GYPSUM /GYPCf2ETE VERT. VERTICAL �_�� 3. Goncrete nat ex osed ta weather or in contact with round: 18. Ceiling joists to paral�el ratters „ „ P 9 engineer. (See Section 2308.10. 4. 1 , Table 2308.10.4. 1 ) 4 - 3 x 0.131 nail HDR . HEADER V. I . F. VERIFY IN FIELD Slabs, walls, joists = 3/4" Beams, columns = 9 1 /2" � - 3" 14 gage staple NORIZ . HORIZONTAL W. F. WIDE FLANGE �``�- STRUCTURAL STEE P 3 - 8d cammon toenail HT. HEIGHT W, P . WATERPR {70F �e� . � 19. Rafter to late „ „ REINFORCING STEEL: -�� 3 - 3 x t�.131 nai� INT. INTERIOR W. W. F. WELQED WIRE FABRIC (See Section 23Q8.10. 1 , Table 2308.10.1 ) » � � 3 - 3 14 gage staple fNV. INVERTED WD . WOQD a. Detailin fabricatian and lacement of reinfarcin steel shall be in accardance with the ACI a. Structural steel shall be detailed fabricated and erected in accordance with the mast current 9� P 9 } „ 2 - 8d common face nail K KING STUD W� WITH � editians of AISC S ecifications and Cade af Standard Practice, 20. � dia ona� brace ta each stud and Iate 2 _ 3° x Q.131 " nail Manual of Concrete Practice. P 9 p b . Except where otherwise nofied on the drawings, reinforcing bars shall conform to ASTM b. 5tructural steel W shapes shall be ASTM A992. Other ralled shapes, including plates and 2 - 3" 14 gage staple AL� LUMBER CONNECT4RS IN DIRECT Wf0 WI7Mt�UT Specification A615 and shall be grad� 60 �xcept ties, fiefd bent bars where permitted by note angles shall be ASTM A36 . Tube shapes shall tae ASTM A5Q0 grade B . Pipes shall be ASTM 2� _ � ^ x s" sheathing to eoch bearing wal� 2 - sd comman face nail CONTACT WITH PRESSl1RE - TREATED �_�� � on plan , or bars to be welded , which shall be grade 4d. A53 grade B ar ASTM A501 . „ „ LUMBER SHALL HAVE A SIMP50N ZMAX C`T1 c, At splices, lap bars 44 diameters. Do not weld ar use mechanical splicing devices unless c. Tube shapes are actual size as specified an plan . Pipe sizes indicated an plan are nominal 22• �der than � x $ sheathing to 3 - sd common face nail � �,.,��� � specifically approved by enginear. (approximate inside diameter} and refer to AISC pipe schedule dimensions. each bearing wao FINISH OF2 EQUIVALENT �� d . At carners, make harizantal bars continuous or provide corner bars. Around openings and d . All bolts used in steel framing shall confarm to ASTM Specification A325. Anchar ba{ ts and 23. Built- up corner studs 16d common 24" o.c. 3" x 0. 131 " na�� � s" o,c, CONhJECTION SCHEDU �E � steps in concrete, provide ( 2)- #5 bars extending 2'- 6 " beyond edge t�f apening or step . bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3j4" diameter 3" 14 o e sta �e ^ ~ � e. Extend reinforcing steel a minimum af 2'- 6 " through cold joints. Unless specifically lacated unless noted otherwise. g g p � s o`c. {�A SIMPSCtN H5 �� � � on lan or details caordinate cold oint loeatians with en meer, e. T �cal framed beam conneetions shall cansist of airs of 1 4" an las usin the maximum Z4. Built-up girder and beams 2od common at 32 o.c. face nail at top Qnd � P ' � � � p j g � 3" x O. t3� " nail at 24" o,c. bottom staggered on (�g S� MPSORI LSSU21Q � f. Welded wire fabrie shal ! canform to ASTM Specification A - 185. Lap welded wire fabric a number of bofts called for in Table II - A of the AISC Manual ( ASD Ninth Editian ). 3" 14 gage stap�e ot 2a�" o. c. opposite sides �y�� » » tr n �r n � '�rr minimum of one full mesh plus two inches. Laps shalf be wired together. f. Expansion boits shall be wedge type Hilti or RQwI or Simpson , or approved equivalent C{3 SIMPStJN LSSU210- 2 g . Metric bar size canversian table: with the following minimum embedments: 2 - 2od comman face nail at ends and at ���,� �� � 1 /2" diameter - - - - 2 1 /2" 3 - 3" x O. t31 " nai� each splice D(�.. SIMPSQN LSU3510- 2 L METR( C #10 #13 #18 #19 #22 �25 #29 #32 .�36 5/$„ diameter - - - - 3„ 3 - 3" 14 gage staple E �fMPSON LSSU410 ¢ U_S. �3 #4 #5 #6 #7 #8 #9 #10 #11 a, _ _ » C.} � 3/4 diameter - - 4 25. 2" planks 16d common ot each bearing � " ,> » » " " Q SIMPSON BA3. 56f1 � . 88 { MIN ) � STRUCTURAL WOOD FRAMING. g . Epoxy anchors called for on the drawings shall be Epcon or Rawl or Simpson or 26. eo�►ar tie to rafter 3 - 1od common foce na�� approved equivalent anchor systems. Minimum embedments, if not specifically indicated on 4 - 3" x o. t31 " noil Q 51MpSON HB5. 5Q/11 , 88 ���� � a . Except where noted otherwise, all 2'� nominal lumber, except studs, shafl be Douglas Fir- �arch the drawings, shall be according to the manufacturer's specificatians. 4 - 3" 14 gage stap►e face nail �2 and better, and all solid timber beams and pc�sts 3" nominal and wid �r shall be Daug{ as h . Ali welding shall be done by an AWS qualified welder. 27. �ack rafter to hip 3 - 10d cammon toenai1 Q SIMPSON SURI /LI3510f12 }�..� Fir- �arch #2. i. Qelay painting within 3" of field welds until welds are eompleted. 4 - 3" x o. 131 " nail � ,�} � H b . Studs shall be 5tud grad� and better pouglas Fir- �.arch ar Nem F'ir. j. Where corrosive soil conditions exist, steel angles that are used to support exterior stone 4 - 3" � 4 gage stap�e QI SIMPSO�I ITT3511 . 8$ �al' 1 e-� � c. Built- up posts shaN cansist of Douglas Fir- Larch or Hem Fir #2 or better 2x4 or 2x6 studs veneer shall be galvanized �nd shall be attached to the foundatian with gaivanized or Q SEE DETAIL 5/S7 CUSTOM STEEL �� t� per plan and shall be nailed together with 2 raws of 16d nails C� 6 " on center along each stainless steel expansion anchars. ' 2 - 16d cammon face nai� E��- stud . k. Ali grout beneath coEumn base plat�s and steel beams at bearing shall be non - shrink, non - 3 - 3" x o.13t " nail Q SIMPSON MSURf1�410 �� d. Built- up beams consisting of muitiple 2x members shall be nailed tagether with two rows of inetallic type graut. Grout shall have a minimum compressive strength of 2500 psi. 3 - 3" 14 gage staple 16d t1CIil5 spaced at 12" Ot1 C�nt@t', ar wlth tW0 f4WS Of 1 �2" diameter tht'U - bOl �s spaced at � 2$. Raof rafter to 2- by ridge beam 2 - 16d common toenail O ( 2)- 3 f 4t� � T}-I � U - �OLT� t� 3 - 3" x 0.131 " nail Q J �5x5x1 /4x0�- 8 1 j2 W� 24 on center. „ e. To and bottom lates shall k� e Dou las Fir- Larch ar Hem Fir 2 and better. Plates laced STONE,,/BRICK VENEER : 3 - 3 14 gage staple -;-� P P 9 # P ( 3)- 3J4" � THRU BOL.TS EA. LEG .� ~� directly an concrete wa( Is or slabs shall be pressure- treated Hem Fir #2. ��� � �" � � I f. Wood beams bearin in beam ockets in concrete or masanr walls shall bear on a treated a. Anchared stone or brick veneer and its attachments shall conform to IBC Section 1405. 6 2 - 1sd comman face nail � � � 3 - 3" x 0.131 " nail QN ' SEE DETAIL 3/S7 2x6 bearing block. Provide �" clearance around end of wood beam . Black against sides af with a wire tie to the structural backing for every 2 square feet af veneer. b. Unless nated otherwise, rovide loose lintels over o enin s as follows, one an le for each 3 - 3" 14 gage staple beam packet with treated 2x blocking to pravide lateral support for beam . P P 9 9 (�0 SIMPSON LU5210•- 2 g . Within floar jais# spaces beneath salid ar built- up columns noted an plans, blacking of arefl 4" of wall thickness, long leg vertical , to bear 4" minimum each end : 29. ,loist to bond joist 3 - 16d common face nail , 5 - 3" x 0. 131 " nail Q SIMPSON 87 . 12 �11 . 8 � � _ ' ,� p 3 equivalent ta column above shall be provided . Daar ar wirrdow trimmers consisting af a singie � stud do not re uire s ecial blockin in the oist s ace. 0 enin s to 4' - 0" - - - - - - - - - - - - - - - - - 3 1 2" x 3 1 2" x 1 4" 5 - 3 14 g�ge staple q � � � � P g j � ! 30. �edger strip 3 - l6d cammon face nail � SIMPSON LUS210 ;.�_ ,� �� , >, , .y ,� „ „ h . Except as nated otherwise, minimum nailing shall b � provided as speci�ed in the Nailing Qpenings 4 - 1 to 6 - 0 - - - - - - - - - - - - - 4 x 3 1 j2 x 1 /4 4 - 3" x 0. 131 " nail ` �' „ , ., _ ,> �_ �> �, R SIMPSON LU5210- 2 Schedule on the drawings ( 2003 1BC Table 2304. 9. 1 ) . Op�nings 6 - 1 to 8 - 0 - - - - - - - - - - - - - 5 x 3 1 f2 x 1 f4 4 - 3" 14 gage staple . , �, , ,� „ „ ,> ? i. Bolts usad f�r wood framing connections shall be installed with standard washers and nuts. Qpenings 8 - 1 ta 14 - 0 - - - - - - - - - - - 6 x 3 1 /2 x 5j16 � 5EE DETAIL 4/S7 � , j. Unless nated atherwise, steel connectars such as those manufactured by the Simpsan ( Mu [ tiple angles shall be oriented back- to- bock. ) 31 . Wood structura! panels ond particleboard:b 1 /2" and less 8d�•� � (per KRM)q � 1rr �C� - Subfloor, roof and wall sheathmg 2 3/S x Q. 131 nail " �` ' '° ` Cornpany shall be used to join rafters, joists or beams to other beams at flush - framed c. Stone or brick veneer shall be supported on dry- stack CMU units to the foundation , or (ta froming); 1 3�4" x 16 gage ° SEE FRAMING PLANS - conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize type provide steel angle support per details on the drawings. t9/32" to 3j4° 8d {per KRM)q FC}R HEADER SIZE p �� � ��=: " ° . �� " � U or type HU hangers of a size specificaCly designed for the member supported, as shown in 2 3Js" x 0.131 " naiip �A U �`° w� the manufacturer's published tabies. Cantact structural engineer for details as required . 2" 16 qageP designed by k. Wood noiler plates installed on steel beams or cancrete walls for tap- flonge hangers shall be GENERAL REQUIREMENTS: 7/s" to � " 8d� ri �d to match the width of the wall or beam flan e. Nailer lates su ortin to flan e � � PROVIDE A MINIMUM d �-� yyn (� y M T� � � � � �� � P g a. Structural erection and brocing: The structural drawings illustrate the completed structure t � {s to 1 1 f4 lodd or 8d° OF 4NE KING STUD , hangers fram one side onfy shall be installed flush with the face af wall or beam flange at q the han er locations. with all elements in their final positions, properly supported and braced . The contractor, in Single Floor (cambination subfloor- 3f4" and less 8d ° (per KRM) OR AS 5PECIFIED ON checked by 9 underlayment to framing}; 7/8" to 1 " 8d ° the proper sequence, shall provide shorin � and bracing as may be required during construction � � d , PLAN I . Manufactured jaists shqll be from an appraved manufacturer and shall be equivalent in load � � /8 to 7 1 /4 tod or 8d cdrrying capacity and deflection criteria to BC{ 450 or 5QQ s�ries jaists in the depths and to a�hieve the final completed structure. Cantact structural engineer for consultation ( not in ISSUBC� contract as re uired. 32. Panel siding (ta framing) 1 /2" or Iess sd' -�*-------- POSTS SPECI �IED OIJ PLAN spacings indicated on plan . Pravide blocking, bracing, web stiffeners and other accessories as } q � f re uired b the manufacturer. b . Shop drawings. Submit shop ond erection drawings far structural steel , miscellaneous steel , �j$ $d INDICATE TRIMMERS ONLY AND � y g � ,, DCt NOT It� CLUDE KING STUDS PRELIM � a5 f 13`/06 m . Prefabricated trusses shall be designed by a Golorada registered engineer ta support the full steel jaists and girders, steel deck, masonry reinforcing steel , wood trusses, manufactured 33. Fiberboord sheothing: 1 /2 No. 11 goge roofing nail woad aists cand lue- lam beams to en ineer far review rior to fabrication . This review is for 6d common nai! deod and ( ive loads of the raaf, ceiling , and any other superimpos�d laads. The fabricator J 9 9 P , P E R M I T (J 6 � � �Q � No. 16 gage staple h TYPICAL WINDOW DQOR HEADER / / shaN determine web arrangement and member forces. Load duration factor for snow loads is general compliance with the intent of the structural design . The architect andjor contractor 25/32" Na. 11 gage roo�ng nail 2 1� SCALE : 3 4" = 1 ' - C} " 1 . Q. Ca lcu la tions an d s hop drawings s ha l l be su bmi t te d ta t he arc hi tec t/engineer for review a r e r e s p o n si b l e f o r c h e c k i n g q u a n ti ti e s, d i m e n si o n s a n d c o a r d i n a ti a n wi t h o t h e r t r a de s. sd cammon na�� R E �/� �' � {� N � � / � 4`l (� �+ prior to fabrication . The truss manufacturer shall s�ecify all truss- to- truss connections. c. Dimensions: Check all dimensions against architectural drawings prior to construction . Da No. 76 gage staple' S1 (� E �/� � � Q �j � �j 22 � 7 Temporary cand permanent lateral bracing of trusses shall be installed as required by the truss not scale drawings. „ J manufaCturer. � p q 34. interior paneling 1 /4 4d " � d. Construction ractices: General contractar is res ansibfe far means, methods, techni ues, � k � � se uences and racedures far construction af this ro ect. Natif structural en meer of 3�g 6d I - JOIST OR LVL n . �aminated veneer lumber ( �VL) shall have the following minimum praperties: q p p � X � NEADER TO MATCH �'� y' �~ _ �, ��t 1 . Flexural stress - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 si omissions or canflicts between the working drawings and existing conditions. Caordinate NQTES TO i'AB�E 2304. 9. 1 ;; � � 4. � °x : P . DEPTH OF �LOOR �x f �x � > re uirements for mechanical electrical lumbin enetrations throu h structuraf efements with `° 2. Modulus O# elasticity - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 , 900, 000 psi G � IP 9 P 9 For 51. 1 inch = 25.4mm. 2 3f8" x 0. 113" nails ond 3" x 0.131 " npils are standard 8d and 10d Gun nails. � � � ' ��� c�Tr�. "'`� A`" � 3. Tension parallel to grain - - - _ _ _ ._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1850 psi structural engineer. Jabsite safety is the sole responsibility of the contractor. All methods a. Common or bax noils are permitted to be used except where otherwise stated. 4. Compression parallel ta grain _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �310 psi used for canstruction sha{ I be in accordance with the latest editions of the IBCjIRG, b. Nai�s s aced at 6 inches on center at ed es, t2 inches at intermediate su orts exce t s inches at su Q r � p g pp p pports where � � 5. Gompression perpendicular to grain ( par�llel to glue Iine) - - - - - -- - - - - - - 750 psi e. Qetails not spec� fically shown on the drawmgs shall be constructed m o manner similar to the spans are 48 �nches or more. Far nai� ing of wood structural panel and particleboard diaphragms and shear wal�s, � � � 6. Horizontal shear _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .._. _ _ _ _ _ _ _ _ _ _ _ _ _ 285 psi details that are shown for like conditions. These items shall be brought to the attention of refer to Section 2305. Nails for wall sheathing are permitted to be comman, bax or casing. � � � ..�. � 7. Gonnectian of multiple- member beams: the stru �tural engineer as soon as passible for approval . Approval shall be abtained prior to c. Common or deformed shank, �}- � � ,� A. Top - laaded beams installation . d. Cammon _ 1 � � `��� � �� ���;",� e. aeform�d shank. i) For members 12" deep ar less, nail each member to the next with 2 raws of f. It is the responsibility of the cantractor to contact the struetural engineer at the appropriate f. Corrosion-resistant siding or casing nail. � � ` � � �' �� � time to perform site observations visits. Observation visits to the jabsite by the engineer are Fasteners s aced 3 inches on center at exterior ed es and 6 inches on center at intermediate su orts. '' , r �� � � 16d naifs at 12" O. C. 9� P 9 pp for determination of general conformance with the construction documents ond shdll not be h. Corrosion-resistant roofing nails with 7/16-inch diameter head and 1 1 /2 inch length for 1 j2-inch sheathing and � ii) For members greater thpn 12" deep , nail each member ta the next with 3 t 3 4 inch !en t QTYP . �� � � �� construed as ins ectian . h for 25 32-inch sheathin .� � 9 /r 9� ;� rows af 16d nai� s at 12" o. c. g , Though every effort is made to provide a complete and clear set of construction documents, �• Corrosion-resistant staples with nominal 7/16-inch crown and 1 1 /8 inch length for 1 /2-inch sheathing and 1 1 j2 inch B . Side- loaded beams length for 25j32-inch sheathing. Panel supports at 16 inches (20 inches if streng#h axis is the lang direction of discrepancies or omissions may occur. Release of these drawings anticipates cooperation ond the panel unless otherwise marked}. �� i} For two ar three member beams, nail each member to the next with 3 rows of continued communicatian between the contractc�r architect and en ineer to rovide the best ' � � 9 P j. Casing or finish nails spoced 6 inches on panel edges, 12 inches at intermediate supports. � �? � �� 16d nails at 12 o. c, ossible structure. Th �se drawin s have been re ared for the use of a ualified contractor k. Panel su orts as 24 inches. Casin or t�nisn nai�s s aced s inches on `�" � p 9 p p q pp g p panel edges, 12 inches at intermedia#e supparts, ° �,,��. ii} For four member beams, bolt through with 2 rows of i12" diameter bolts at experienced in the construction techniques and systems depicted. I. Far roof sheathing opplicotions, 8d noi1� ore the minimum required far wood structural panels TYPICAL F' LUMBING �MECHANICAL NEADER � ��t � G m. Stoples st�all have a minimum crown width of 7/16 inch. 1 � � J.� �� ; � �}." = � ' .-. {'�" n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. iii� For members Consis�ing Of more than four memb�t's, CotltaCt StruCtUra) o. Fasteners spaced 4 inches on center at edges, 8 inches at intermedi�te supports for subfloor and wall sheathing and 3 �� engineet'. inches on center ot edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. ! � p � O � r} � _ O � q. Items noted as "per KRM" have baen chonged from the ISC schedule to a more restrictive requirement. � �� � r�� F �,;.p r �e.ti� y . � �., p "" h � l § e �y 3 �. �pt y- ¢`x v"443 � Y' i X r..� r ' . / f< � T. fi� ,� b , �T` y �o �'`y`n E� .,.� . f� k � +, . . f n E �� "� 2 ,. q s . ° _ r c$ C.i �• � �y3 � a ( � O t �6� P' f "�.J ^ � P . Ky,.f .� R ; ,f�J- � �y` C � S � ��� i�hi�� i ��' g84i4 t�� d� im�y. ` # + i `_ g� v �� '*,.�, ex ¢�„„y, . �� 1� `:: ,,,�:,. s ,��,�✓ ,\Q � ,�4c �� � 1� �� � ' ' � ; W,� , f ,• ,�Qj � , / �� R' � j o0 �� � q cv '� �— / z'', � -� '�.. � O d�- d cJ � � ti � z � � CV (.,� 4� O) S� \ 1 ./"�'� �� ^�.... � 1 � O � � � � , /� , /�O /� � � / � -� (� � ?�,,, r � CS7 C3? ��. � 7 �- L1 {O �C r � � .,--'�,�� z �1 � � � .-`,i-. � M � }- pd ,/ � ^_ �. � � � � •� tD t� _1 �v� � � �w ��y � �? �,�8155' - 6 _ � / ` /� � � Y T. O. SLAB / f � � � � / �/ z rn ! \ � c � � ,� \ � .y��` STEP �9� � � � oa rn ti , / \ 'a• r � � g T. O. F. `� - � c`�o � r' � T �1 u7 `"" I ( �s' — o" / ''� \ °'' �'-. � ��; �� i� � x � � � � _ 1 ' - 6 1 /2" � ,, � � � � .� �, �'`� �, � U � ° a� rn T. 4. W. 8155'- 0 STEP � ,`� � y ,/� y1 • r "*` � l � � � � o x _ � _ T. O. F. - 8151 ' - 2 _ T. �, F. _ �� h � � � , c9�. �,,, t ��pF , i 4 �` �, �`iS � � a: > °::`; � ,�i � --> '� � �� , f`�' ,.�' �, �. _ ,�' � // °' � � �, �; f 4�'`(),,. t�`�' ,''� sr-' `S' ( �� V� �� �V r I � � � , � , � � , � �- ( � 2 CRAWLSPACE hf��t, � S6 �'''-,- ._-�--I f,--/ f/' ���� , ,o ! ` � , i � .,� ( I S6 � I �,'���``� p� /°-- --- -'' ����L l `' I T. O. W. _ 8154' - 9 7f8 ( I � `� , � ���` � � { `� T. O. F. - 8151 ' - 2 `�' � ii � �� 4" CONG TE SLA ON 4 GLEAN i I Q � 4 • �, �• GRAVEL ASE ON UNDISTU BED � I � ( �;�ti' �Q � .���� ' �! �' `� , ( GRADE R CQ�IPA TED � ,, �. ' �.,. � ! STRU RAL FIL� PER SOI �S I T. O. W. = 8154' - 9 7f8 �,, < � B �`1' � �'' �`'' ``�` , ENGI EER . REIN �' RGE SLAB ITH , � STEP � T. O. F. = 8145 - 8 ,� '` b'. I � 6x6 W1 . 4xW1 . 4 W LDEQ WIRE T. O. F. � � � � �,�� FA RIC THRC?UGH UT. PROVIDE 1 'i \/ �Q I D EP SAWN OR T O�ED GQNTRO� , �� 4" CONCRETE SLAB ON 4" CLEAN � � '' I OINTS AT 15' - 0" MAXIMUM ( GRAVEL BASE ON UNDISTURBED ! ( 8154' - 6 SPACIN � EACH W Y. ���4SLAB � S7R pCTaRALQFI pA PER SOILS � 8145' - 9 ° I f T. O. SLAB _^�. ���apE �_.,._ „ SLaPE ( I ENGINEER . REINFORCE S�AB WITH � T. O. S�AB � T� DRAIN � � � �n I � TO DRAIh! � 4 6x6 - W1 . 4xW1 . 4 WELDED WlRE �� . � `v 8154'- 2 �� � 4 � 2 FABRiC THROUGNOUT. PROVIDE � " S6 \ T, Q, �`, p T' Q' F` p � �6 DEEP SAWN OR TOO�ED CONTR �L \ �„ � � I 2 � JOINTS AT 15'- 0" MAXIMUM � � y �,�4 � ,�a, �� � ( r. � SPACING EACH Wr�Y. `� � 56 � � � ��`�`l,f� � �� ('� I I � � � `� , ��� -:�.:. ,� �-��. �� I � �` � �� . � � � I I I �; � . � � �,��a4 � �, � o ( '° ' J' j �` � � � � �' � � , , Y. o. w. = a� ��' �. � � � ' — s � /�! /� >>>. \ \ ,�� ,�, F--.� �' � � ' `\ s� 4s ' — o \ \ � � � �`�°` �,� "� `� T. 0. F. = 8151 - 2 � \�/ � S6 _ S� LOFE ( S7 s� `� \ � T. O . SLAB � � ���,,/+ �� � � �' � I ,��8154'�6 _ 8154' - 6 TO DRAIN � ./,� � o-, � � '�,t0 �-L� � � � �Y T. O. SLAB � T. O, SLAB 8154 - 2 � � �,,� � � _____ .._._.. _ T. O. F. D � �, � � � � � � DEPRESS \ ` � �' /�'�, ``�,� �� `: :.y: ;"".. ( � SLAB 6 " FOR � �' \�� ` s� � � � ____ �.._ � � I _ � ELEVATOR �cS' � �U' � � � Q ,• „y � I � � 2 " � / j°,.. > U'"� 3 � � � � � •�.� T. a. W. = 8163' - 10 T. Q. W. = 8153'- 10 �'' B ��' / �+�� T. O. F. = 8951 ' - 2 T, O. F. = 8151 ' - 2 I � ��r � �t� T. O. W. = 8154'- 9 7J� � , �� S6 / ''� . i� "� h"� T. 4. F. = 8145 - 8 \,/ � � p�� , i`�' /� 1� I � / ,� � �, �� � °� T. O. W. = 8155' - 0 ( � ! � T. O. W. = 8155 '- 9 3/4 � / � � ��, � ii 27�� ,/f � �-� T. O. F. = 8151 — 2 T. O. W. = 8153 — 1Q I � ( T. 4. F. = 8145' - 8 S6 � /� ,���'�� � ,�. i � I I T. O. F. = 8151 — 2 ( = � o� � � /� � 0 47'�� � '� `�Qt�� � ''� �� -r. o. W. = 8155'- 0 � �� �a�' — s I � ,��� � � / �' s� \ 0 4 . �' � �' � � � T. a. F. _ $151 ' - 2 � T. Q. SLAB � � � � f ��'- '��O • f � � STEP ( _ "' , ``� .� 8145' - 9 � �. /� T. Q. F. A f/' � ' '' , �t ;,.. '� � � ,�,�` � � f T. O. SLAB � ,> 1 ' - 11 1 2" 2'- 6 1 f 2" ' _ " 1 ' - 11 1 2" � ` f / �g '� � `� � 1 � s / \ / � \ \ � f i�, - s ° — o" s '— o'° s � — a" � ./ �, / / � ; .� � � \ g ,, �4' — a" � 7' — s " / ' / \` \ / f ,�h� ; ��, � ,° �,�� � �'� _ _, \ � � �,�`� '� . < ��� > � � � `� � ' � r �` � < > �. �. , . 5 '�., � �q�� . � ,� \ �f STEP � PKT. ,, 41 — 6 � S6 A T. a. F. � c� RAU T. O. W. = 8155' - 9 3 j � � ' designed by � � �, T. o, F. = 8145' — � ,� � / � drawn by MTN SPREAD FC} OTING SCHEDULE � `� /�. � ch �cked by TYPE SIZE REINFORGlNG , � � "���- � � TY�P . � � �� i� � � �� h - - - 8155 - 6 � A 2'- 0 x 2' - Q x 1 ' - 0 (3)- #5' s x 1 ' - 6 EA. WAY � T. O. SLAB � ,/� � S6 B 3' 6 x 3' 6 x 1 ' 0 ( 4) - #5' s x 3' - 0 EA. WAY �� �� �`'� � �/ / � � ��f �� �. 8155' - 9 PRELlM . �} 5 13 f fl � � �' � -d�Ag � E � � i -r a � 2 ,� os C 4' - 0 x 4' - 0 x 1 ' - 0 ( 5) — #5' s x 3' - 6 EA. WAY %'�p�, � �y, T. O. S� � / � � , REVISIaN 1 fl f 04 C? 6 �IORTH ./�` � � REVISI (� N C75 f 22 ,f 07 F� C� U �J D A TL C� � P L A � _ � "'... . .� .. S � ALE : � 4 „ _ � , � Q „ ;� � '� �� � `� s� � PLAN NQTES ��,, 1 . ELEVATIQNS OF CONCRETE FQUNDATIOtV ELEMENTS INQICATED ON PLAt� TNUS: T. O. W. = TOP QF CONCRETE WAL� T. O. F. = TOP 4F GQNCRETE FOOTING 2. TOP OF FC�OTING ELEVATfONS ARE BASED ON FINDING AQEQUATE SQIL. BEARING �� ��� CONDITIONS AT THAT DEPTH . CONTACT ENGfNEER I � QVEREXCAVATION IS REQUIRED . ,>, � 3. S7EPS 1N TC}P OF CONCRETE WALL INDICATED . ____ ``�� � � ,� 4. CQNTINUQUS GONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION � � �� WALLS UNLESS NOTED QTHERWI �E. s� 5. CQNCRETE FQUNDATION WA�LS ARE 8" THICK AND CONTICJUOUS FOOTINGS ARE 8" TNICK x 16 " WIDE UNLESS NOTED OTNERWISE. -', `p., 6 . 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TYP . p�,+` L ' ' ' c� � � f''4 �2x6 , , UNLES N0�'EQ t�THE�WIS ��.�� � { ' , , ,''� ' `q�'�� � ���� �� ` .� ��,�, ,�, �} f � . . . �,o/ x � L-�`�1 � ''�1 J�' `° �' � Q� �,,.� , , • �i �� '� ..li� 4�� 3 — zx6` � : `� p�`�" � . • , . . , ^. �1 � � ti�'' � , . .. �. � i <;:.,�> �. � , `�..... ,_, . N �=�� . ,. . ' . , ��, 1 ` ,:. , ` v � ,, 5 . � .. ,. , `-' � >'���'l�� �...� .. � ,. ,, , . ,... , � � � ` „ , c' . , ` , ` .. ' , , / M�-� .. r � .. . .. , � .. . . . f F � � * flj � S6 �� �� 1 r—� � .�/ `�� ( 2}- zx10 � �i ..--- '�, .� t`,� � / �+fj Q •�� pc+ M�,�..- l �� i, / �, � .���/ `�1 �� BM . � . / cP � i � `� ,. PK T. � �L ';''� ��,1 ,� , ` � F > � �.�` � ' ( 2) - 2x10 ,.. � ,� � �� ( 2}- 2x10 � � ` � f �`J O R TH ` � �',.a � C�- _ ct � J ^> � �� � ( � (� !.._ � � R � � V� Y t� � � � � t� � �� � � � � � � N S C A � E : 1 4 �, _ � , � � „ y, .,, . . <�> r _ . � `.. � ��������.��.. �x,_N_� N � � PLAN Nt� TES : designed by RAU 1 . 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ATTAGHEQ TO W/ 1 /2"�A EXP, BOLT STUD PACK OR STAIR STINGER & RISE 8. ROOF SHEATNlNG IS 5/8" APA RATED SHEATHING, EXP . 1 , SPAN RATING �Qf20, HEAOER o r 8c RUN PER ARCHITEGT 9 . A�L (�UOF RAFTERS ARE: 2x12' s t� 16" , 7YPICA�, UNLESS NOTED OTHERWfSE. i� 6 " THICK SLAB dN � R GRADE Wj #4' s C� 3 1 f 2" 12" EA WAY JL 6x3 1 /2x5/16x0'_ 6 " 4" Sheet W/ S�OTTED HOLES a r � � J' � S 4 /�/ /��/�`' i �0�d 4i� o ���� � � I N TO TFi E � ,��, , � ��� T B�UL[? EFZ f� �� ��f ;. f�`�,��1� ������51MPSON A24 W/ ��ti�r��� 1 j2 � EXP ANCHOR BOUL.DER ri`�i RETAINING � „ WAL� � , SCALE . 3 /4" = 1 , - C� " S3 � � � #� � � �J — � � __ _ _ . _ _ _ _ _ . ._ _ . . _ __ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ SOLID BLKG. PANE�S BTWN . JQISTS C� � * ��^'� f WALL FROM AB�VE �,�"�` � ;� �� �� ������ �� � �~" ��� � . o� �. . . ♦ . n�� �''°` � ` � `, ; . , . ,�`�-.,,� . ,: '�• � ♦� • . ' � ., y�� a. 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' CONT. 2x12 STRUCTURAL x8 ppsr � �. . � . �'+� , ` �'` r'` , '�x6 STUDS .C�f 16 " , � � �. ,�ti SUB - FASCIA , TYP . , ( 3},- 2x12 , _ , a� r �: '� �'` r' � r`'� '" �� `�+ ��T� (� , , ;`� r ,� ^� � ,"..,� ,,r'� ,� �.,,{.� , �3 : ;, �� � , •� �� r �� f'` ;' J,:` %` .` , � '• r� �� ,.� , ,� ,% p l�,,, , ,�' '' ,'' \ '� -'1� �� F�--�l i' • � i' f ��` r t �� � k6 f : �L Cp �� ,• � � �,�( �' *.. N O R TH � `�� � '" �J '{,/�I/y f l ' l f ' ~"�k� � {..�� i, r' ! I 1" ` � �' � r r � ;' ` � j f A TTI C � Tt� R A � E � F� A � I N G P � A N � � A � E . � 4 „ _ � , _ Q „ ;, � . .. � . � , � . �� , �. , ,� � , � �' �� . " ;F� lr.� ,�� a ��,, . �� � - 2�s ' ' �,� ; r�, '�, � � r. ,! f' �, , . TS 5x5x1 4 Q TYP . C� RAFTER & ' ' '� ' f' ` ` • �- J � � I % � ::i/: �oaKau �r gRC. ,. � � � ; ; " � �- `` ,��"� ' . • 'o .�{� , r ; j�, ��,�� � � r, , f S�, ` � �;'j- �\ �, - ;f'; ` '. '. . , . •' . " . . . . . , :, ; 1 \�\ .. .. / , . - 2x6 � �� , � �` '��, ' / �� � � / / ., / � ' C!�, C . 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PC}STS BELOW { ORIGINAT{ NG FROM THIS �EVEL OR ABOVE) ARE INDICATED; � ; ��+� � , �' ` � NON - GONTINUOUS POSTS FROM ABOVE ARE INDICATEQ : B) REVISIC� C`I C15 /22 f 07 �, � � �,, � �-������ � SINGLE STUQ TRIMMERS THAT DO NOT REQUIRE BLOGKING BELOW ARE INDICATED : Q _� '���� °-, ��.; _ ; 2}- 2x12 � ' t �� ., � 3. ALL CQLUMNS ARE LABELLED AT THE TOP . - - • ` � � � MPSQN `'� 4. F�OOR SHEATNING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR , EXP . 1 , SPAN . �,, �US210 �TYP . �s,�,� �- RATING 24 O. C. � . ` '`" ,, 5 . ( XXX' - XX" } INDICATES TOP OF STEEL BEAM ELEVATION . WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WfTH FLOOR JOiSTS UNLESS NOTED ( DROPPED } . �, � » � �. �'�4� ��� ' '"��� �'�"'� �"�' 6 . „ � „ INDlCATES CONNECTIQN TYPE - REF. Sl FOR SCHEDULE. `�.. g ' e ( � ,�O'�'h �� 7. ALI. FLOQR JOISTS ARE 11 7/8" BCI 6000 1 . 7 t� 16 " O. C. , TYPICAL, UNLESS NQTEQ OTNERWISE . ShBE:t � � � ( i� "����� � 8 . ROaF SHEATHIRfG IS 5f8" APA RA7EQ SHEATHING, EXP . 1 , SPAN RATING 40/20. I � � I � . � 0 � ( 9 . ALL ROaF RAFTERS ARE: 2x12' s C� 24" , TYPICAL, UNLESS NOTED OTHERWISE. I � � I ! �! � i � �F t • --.���5'���—�— Y � i f ♦ • i � ! 1 �%Ijii, � o � � � � � � - o � _ _ _ _ _ _ _ _ _ _ _,_._..._._ .,�. ��� � �� � _, �N : 5 � t ' /� � R � fi _`', 1 "5 � �� t / . a t 1 �i .� � . � � �% �. �� EXTERIOR HEADERS ARE: � � �,� � " (3)- 2x10's Wf ( 1 ) - 2x6 �A TYP. C� RAFTER & LOOKOUT BRG. :• X • ,.� �,, �,1 � TRIMMER AND { 1 ) - 2x6 j' ;` � ` '� - � 'tif KING STUD EA. SIDE, TYP . '. N �/'•` , .� ;�.. � : _' .... ,'`� f , ,,. — 2x6 UNLESS NOTEQ OTHERWlSE ; , 2�2x6 _�, . � . ,, . , .., :,'� 3 � / ` , / ('� /^ , r f � �� VJ �/ � � , " � f� � � i s l � � rt ].r t.�z � � . � �_ � ` '� ^ � f� `� � �J •`� • � � 6 / � f..J�2+ �6 l � �' _, r *+ ; �\ � � �� � z�',?��, /� x �r\ _ ,iy1 .. �'' � ; f, � �\/� .' ` cv �r � '' / (2 } 2x1 � �-_, � � � � � ? (2) - 2x12 , � , � ' 2 .*-- 2x6 ,, ff � � ' � ' / � � � Q 6 � -� c � r � r- ��.., ., � . f' . . � .,� � / c� � + �.. C. 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ROQF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS ( DROPPED }. ( 2 ) - 3 f 4 �� � LAGS 7. ALL ROOF RAFTERS ARE: 2x12 ' s C� � 6 " , TYPIGAL, UNLESS NOTED OTHERWISE. W,f 6 �� PENETRATION MIN . 8. 0 lNDICATES ROQF OVERFRAME . OVERFRAME WITH RAFTERS TO MATCH SPACING OF RUOF' BELOW, WITH 2x4 CRIPPLE POSTS TO RAFTER 4R TRUSS BELOW SPACED 48" O. G. MAX AL.ONG EACH OVERFRAME MEMSER . She�t 9 . TRUSS CONNECTIONS ARE PER TRUSS MANUFACTURER D — F 8x8 � SCA � E : 3f4 " = 1 ' — � " S5 � � � # � � Q � — � � ��� _: 2x6 STUQS � 16 " O. C . w / 1 /2" P �YWD . OR OSB SHEATHING � °: , �°� 1 /2" � x 10" A. B . ' s (� 48" 0 . C. '� � IN CONT. TREATED 2x6 � TJI BLKG. PANELS � 24" �`� , ' _ � �� �� ��� �` r r IN FIRST JQIST SPACE w / ' � , °'. SEE PLAN 1 j2" EXP. MAT' L, TYP . t ) - '� ' = 5 8d NAILS INTO EA . � � , .� < �T. a.w. ,,,_ -- — , PANEL, TYP . � ; L ��� � � 2 - s , .: 4" CONC. SLAB PER PLAN 1 1 j2" GYPCRETE, TYP . 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S�AB IN THfCKENEQ SLAB EDGE 8146 ' - 0 8146 ' - 0 � � °r�° �= � a¢ �\�%\ «� P A. ° T, O. W. Q � � b q T, O. SLA B � �� cc� cn _, ...,..... 4PTION 2 � �\ ��. ��� ��.'�t. �. " � • ,� �1°i/ ,i/ ,i " a — _) \ i��;�����f�� a. , . d �, r��i�r��i:� ° T. O. SLAB � ° a � � � ji�f ° i�i� ' d ° ,, ,�,,,, ,,� ,,, � - ( 2)- #5' s CfJNT. HORIZ. \��i ti f �j����f���� . .° %\�j�\\i�*��'� z � •- r• SEE P�AN TflP & BOT EQ. EQ. � ��,,�`���/�\f � . . �i�`�� � � � � � � T.o. w. _' -� � —�— � 2'_6 �!� �3 ,n co rn .— �Z����x$ X r » 4 ' L cf- � ( I _� � n 1 - 4 � #5' s VERT. C� 16 " O. C. °0 b ( 1 }- #5 C�NT, NQRlZ. {� 16 " �. C. �� -� � fl rn rn � Y} 5 � /'1 G. °� , d � � � � � � L. tJ 2,T� OPTlON 2 2x6 STUD 4 d , �, �j'' `�' � tt rn �.`�,.. Jox y � � SEE PtAN � /"�� BRG. WAL� ° q.i .�„ #5 DWLS x �A � i tn Q > ._.... (2)° #5s x � T.O.W. �`" C� 4$ t7. C. � ,,,, 2 - 6 � �, CONT. TREATED 2x6 1� Wj d �' Q s_,�, EE P�AN EXTEND H4RIZ. REINF. � 16d DRIVE PINS � 16 " O. C. " " Y- T. Q. F. —'.-- � � 2'- 0 PAST STEP TYP. "`� 4 4 8142' - 2 ( 2) - #5' s C4NT. H �7RIZ, � � T. O. F. � � ° a T O P 8 c B O T. � Zx _ � � CONC. SLAB PER P �AN J���\ 1 � � � 8146 ' - 0 � a� o d / �'. � •\''�f,� � � , d ° . , ° ° ' T. O. SLAB #5' s CONT. NORIZ. C� 12 " 4, C. Q ��_ ---� .. ° . a ° `� ----� PERIMETER DRAIN PER „ „ „ SEE PLAN � � , d � . - » � SOILS ENGINEER � $ 5 \ \ � T. O.F. \�:��\�%\\%\�; \� \�,���\���� io �a . 1 /2 EXP . MAT L, TYP . �% �'\�/\\�/ : ��\��,�— o � ! — �j » 4 CONC. S�AB PER P �AN 9PZlON 1 \� \ { 2) — #5' s CONT. HQRIZ. � ����; EQ. EQ. ���,'', c.—'.� cs� °° ,s ,+ , „ TOP & BOT _ �5 DWLS x � a . 3 SCALE . 3 4 „ = 1 , -- t� „ 10 SGALE : 3J4 = � - 0 i� C� 48 O. C . �v S6 1 ' — '�" g » a, S5 OPTION 1 ( 2} — #5' s CONT. HORIZ. �'L� TQP & BOT. � 8146' - 0 � T. O, SLAB 2x6 STUDS C� 16 " O. C. Wj �� �..� 7 SCALE : 3 /4„ — 1 > — t3 „ cv • , 1 /2" PLYWD , OR OSB ' � � 8145 — 8 SHEATHING —� "? � S6 , $ -- ��-{ ., Ti. T. O. F. � 2x6 STUDS t� 16 " O. C. w j ° � Q � ` �j��'���i��' 1 j2" � x 10" A. B. ' s (� 48" O. C. � 1 ��" PLYWD. �R OSB i `�d g. n g ������o� � �� , , » SHEATMING Q . �����--_ #�5 sx1 — 6 {� 16 IN CONT. TREATED 2x6 F� ���� � , TRANSVERSE 1 /2" EXP . MAT' L, TYP . STL. BM . PER PLAN W/ 2X 1 /2ir �b x 10" A. B . ' s C�7 48" Q. C. PERIMETER DRAIN PER 8„ 8>' g" � 5) - #5' s GONT. �15�l � � 4" CONC. SLAB PER P �AN � � � � T, 0. W. � DRIVE PINNED Tfl TQP IN CONT. TREATED 2x6 R SOI �S ENGINEER : _ ,� ca LONGIT. �� �4� _ � � � FLANGE TYP . ( �}— � /2" � x s " �acs 2 ° � .�►�"! 1 f 2" EXP . MAT'L. TYP . M A ° a a � d q T. a. SLAB �� _" .� 1 1 /2" GYPCRETE, TYP . 5 SCALE : 3 4" = 1 ' - 0 " � �.�i� ° � � � �'°� BUILT— UP STUD COL. �� , S6 � �� . . d . �r��.,!.% � 4 CQNC. SLAB PER P�AN _ � _ � � ��`��.�'�' l `� � o` �} P E R P L A N 8 1 5 5'— 9 3 4 8 1 5 6 — 0 x= ,y i��`� f,,'��f�` � T. O. P �Y W D . 1 1 j 2 G Y P C R E T E, TY P . � � �� �f�`�� ���� �'� � T. O. W � ~�8155' - 6 • d o ___._ _ 8156 ' - 0 I q { 1 )— �5 CONT. H �RIZ. � 16 " O, C. LABT . . a � a I� TYP . T. O, PLYWD . M �y r �, 9 SCALE . � f 4" = 1 ' - 0 " . I — JOISTS PER PLAN '`�1 ' �"� �t- ,� . 56 � 1 /2" EXP . MAT'�, TYP . q," �,,. #5 DWLS x ° �} a C� 48" C?. G. � � � � /"%�j��j``� � 4" CONC. S�AB PER PLAN 8154' - 9 7 $ ° � � �� e-� � Q r , c� ,,�������� a rL .?'� ��i�� 8154' - 6 « T. O, W�'� � 0 0 �,,�� � �B a � � ° � » „ , „ 8151 ' - 2 ( 2)- #5's CONT. HORIZ. �� M�''" 1 2 �x10 A. B. s C� 48 Q. C . ( 2) - �5s CONT. HORIZ. � ° ° � ° Q IN CQNT. TREATED 2x6 F� T. O. F. � ° � ° 4 TaP & Bt�T. �� IN THICKENED SLAB EDGE �' � d a � � � ,� s Q. 4 ° a d �j ��\����f j��� 4 .����o����� � PERIMETER DRAIN PER „ „ „ ( 2}- 1 3 f4x11 7/8 LVL fi � jq. � INt 11 7 j8" 1 — JOISTS PER PLAN 4 ��i�� SOILS ENGINEER 5 � � �!�� _..__... �. � _____ ` ____ ____ — — — .— 8156 ' - 0 � ( 2 ) — #5' s CONT. HORIZ . g„ ° � � _ � �, , T. O. PLYWD . � Q IN THICKENED SLAB EDGE Q ' >- #5' s VERT. C� 16 " O. C . q � SCALE : 3 /4„ = � , _ 0 „ � �I TYP. 6 �� 4 � � . . . . . . Q 6 �5' s VERT. C�? 16 " O. C. ° � �'--w���"� �`�-- � � �. � � � ° s , ; STL, BM . PER PLAN W f � CAP f�: d ' � _.� _����-- _ _ _ ._ . 2x NAILER DRIVE PINNED `� 1 /2xBM , W1DTNx1 ' - 0 W/ d TOP TOP FLANGE ( 4} - 3/4" � THRU — BO�TS ° ' a . � , I 4» �,. � � � ( 3} - 3j4" � THRU — BOLTS ° ° #4 DW�S x � � 4„ GONC. SLAB PER PLAN designed by RAU Q W10 WEB — CQPE FLANGES ° a . a . � � � � G. `'� drawn I3 � M TN � cheCked by 4" 4" 8154' - 6 TS COL. REF. PLAN #�' s GONT. HORlZ. C� 12" 0. �. T, O. SLAB 4 d � a ISSUed a ° a a «a . BASE f�, 5 f 8x10x0' - 1 C? a 1 /2" EXP . MAT'L, TYP . #5' s COt� T. HORIZ. � 12 " �. C. 8153' - 10 � 4 , , ,� � PRELIM . 05 f 13 �} �i » ,� „ , T. O. W. ` i ������` � �i���i��/i,;i`� Wf ( 4} - 1 /2 � x 10 I 1 /2 EXP . MATL, TYP . � / / / .ti �. A . B . 's ON 1 " MIN . SHIM 1 » ° » , !���� i��r�� ` { 1 }— #4 CONT. HORlZ. PERMIT 06 �23 /06 814.� ° _ p � 4 CONC. SLAB PER PLAN a 1 /2 EXP . MAT L, TYP . ���� , ;� ri;'i & GROUT T. Q. SLAB #5 DW�S x u' 4 #� nw�s X �- REViSi � N 10 /04/U6 . . � d . a. . , _ o .. . . . ,q . � , ty. ..Q d : � �A � Q . d ' . ¢ C� 4$" O. C. � 4 _ . °. � 4�, CONC . SLAB PER PLAN ; ° . � C� 48" C}. C. � RE �/� � � Q � C� 5 � � C� 7 ,> oo �l � ° � � � ° #5 DWLS x CO � � „ . py� � 0.0. A 0. • A � 4CJ � . 1.�. ° ' . d C1) � . . `%��i\�����\� ���,��f�������� 2 — 5' s CON T. N �RI Z. 8146 ' — 0 N � ) # ( 1 }— #5 CONT. Ht7RIZ. C� M1D— HT. �i����, . ��� � ° TOP & BOT. a � � � � � � ��ti'�� �' _ T. O. SLAB �,,�� . . . • �f`'� � N „ , ( 2} — #5 ' s GONT. HORIZ . ° , ° ( 2) — #5' s CQNT. HQRIZ. b 8145 — 8 T�P 8c BOT. 8146 — 0 Q TOP 8c B4T. � $ � ° ° T. O. F. - a T. O. SLAB 8151 ' - 2 � p 4 ' � �l/�/��j� N � T. �. F. ° $' ° a . SEE SCHED . FOR REINF. � � `� � a a � . ��� � �% — a ° 8145 — 8 � � _ . � � E4. EQ. � r- a ,��o� � , , >, � T. O. F. � She�� — �5 sx1 — 6 � 16 —� � d i. � TRAN SVERSE o o a ' ° a 4 a ,�r//\\//\\�i\/ SCHED. WIDTH °x r� �R { 5) — #5s CONT. ;— i��i� ' > � �� PERIMETER DRAIN PER PERIMETER DRAIN PER 8 8 8 � #5 sx1 — 6 t� 16 �� �� �� _ SQfLS ENGINEER � LONGIT. d a %� TRANSVERSE SOILS ENGiNEER � g � 2, _ �„ � �,� g» �„ � ( 5) — #5' s C4NT. , �. � LONGIT. � — � . „ � SCALE : 3 /4 " = 1 ' — Q " 6 SCA �E , 3 /4" = 1 ' - 0 " 4 2 � � "' SCALE : 3 /4" = 1 ' — � " � SCAI�E : 3 4 " = 1 , — t� " S6 S6 S6 �� JC� B #C� 6 (� �J ° 08 J � .. . _ _. ._. . .. . _ . . _.. . . . .. . . . . . .. ..... , . . . . . . ._ . . . . .. . . . . . . . ._. . . . ._ . . . . ._. . . . . . . . . . . . . ,.,, � . . .. . . . . . . . . . . . . . . . . . . ... . . . . . . ._ . ... _ . � . . . . ..... . . . _. .. . . . .. _. . . . ... . . . . . . . .. . _ . . . . . ... .. . . . _ ... .. . . . .. . ._. .. . . . . . . . ._ . . . . . .. . _ . .. .. .. . . . ... . .. .. . . . _... . . . ..._ ... . . . . . . yd� ." ' 3' - 0" MIN . �� BRG. SADD �E: �_L< - � BRG. � - 1 /2x5 1 /2x1 ' - a `� ' �"' ' � �' W� ( 2} - 3 f 4" �A THRU - BOLTS � � 14�� TYP . �", � `� ��'� �� � � s� , �, t .� �, w/ ( � ) — sia� �' � — � /�X�X� ' — o 3/� s " � �,�; � -rr. � �,�.,� 1 � :�� � . � ��' '� G e � �7 ,.w � �....✓ � ¢ � � ' C4NT. TREATED 2x6 R " `;' ` ' �4'` � k `.. .� � � 9 `�' .. t�".,t; 2 � , W/ 16d DRIVE PINS @ ° �4 r; , g ;� 4 � o � 9 6 " 0. C. TYP . ( ( °��� , < �� "%� � � � C° #5 DWLS x , ELEVATOR ��� � `` �;� h � { { � _ O � � � , ; � ( � 4 .f * «' ; � � SHAFT : � . -.. > C� 12 " tJ. C . o, 2' - 0 � � C � GRAVEL FILL AND EA. WAY ( ( � � �,� � ���� FILTER FABRIC PER � � SOILS ENGINEER FOR 8146 ' - Q ( � 12 �if i DRAINAGE T. O. S�AB �. d° _ 4 „ � ` ��\i�f�y`���y`� ° NQTES : a Q a io � ° a 1 1 j4 TYP . ( � � oa g � � I /\\'����� ' O - a � ° . � ( �' .� :� �-- r� ii / . 1 . BOULDERS ARE TO BE 1 ' - 6 TQ O a aQ: �J . � ' � �d a a ( ( � Q � � r, �f 4 ' - C? f �J DIMENSION AND SHALL _ � 4 ° �ro b ° -� � r� tr --�""--' BE OF ANGU �AR SHAPES ( NOT RQUND } `' a ' ' � d ` 4 0 4 ° ' ° � � ( � Z ;� � a � � SHt3P WELDED STL. � o _ � }- � i I BM . PER PLAN 1 ' - 6 " 2 . PLACE BOU �DERS SO THEY �. �,.� � ( � � � a � � ►'� CONTINUOUS DRAIN AS REQUIRED EA . BOULDER � NTERLOCK BOTH VERTICALLY �... � � ( �j � � ;� o � � AND HORIZONTALLY. #5' s C�12 " EA . WAY � ( � � p� M � � �� BY St�ILS ENGINEER FQR DRAINAGE TYP . 3 . DIMENSIONS SHOWN ARE APPFZOX . Q •� ca � ^ r� � BUT THE TOTAL HEIGHT OF THE ( 2) - 1 3f4X11 7/8 LVL I ( � � HEADER ca r� J .�..... WAI.L MAY NOT EXCEED 6 - 0 AND ( � � THE SLOPE MAY NOT BE STEEPER (2) - 1 /2"�x6" I.AGS, THAN 2 : 1 � SGA �E : 3 4" = 1 ' - 0 " � �' 1 1 f 4" 7YP . Z � 4NE EACH SIDE OF WEB 4 . BACKFIL� AND BASE SOI �S SHAL� S� I I Q � � rn r�'. B E V E R I F I E D B Y S Q I L S E N G I N E E R HEA[7ERf 4X11 7j8 LVL ( U u h � � � D - F 12x12 DURING CONSTRUCTION OF WALL. p � �i � � oa � � �' ( ( "'"' .�' o ° cr� rn � � TYPICA �. BQULDER RETAINING WALL SINGLE TrER NOT TQ SCALE �` , � � � � � U �, U �� �7 � � �- ¢ I I -� ° � � � � 3 SCALE : 3 4" = 1 ' - 0 " �, � � � cn a > ,....�, S7 CONT. 2x TOP !� DRiVE SEE P �AN FOR 3/16 „ PINNED TO BM . C� 16 " O. C� � � � BEAM SIZES, TYP. 1 1 j4" TYP . 8165- 9 3 4 ___--__� � I STEEI. BEAM PER PLAN T. O. STL. � i� i� ( 2) - 1 3 j4x � — — — — _ — _ _ � N= 11 7 f 8 11 7/8" JOlST PER PLAN � HIP BEAM '� \ °m � � GONT, 2x12 I.EDGER Wj BENT f�'s: 1 /4" x6 " x0- 8 1 /2" Wj r� �' ( 4) - 10d NAlLS INTC} EA . { 3) - 3 j4" � THRU - B �LTS TYP . (I 3 SCALE . 3 /4" = 1 ' - 0" S7UD , TYP , �� � — � � J L4 x4x1 f 4x 0' - 8 1 /2" �� � W/ ( 3)- 3/4"� THRU BOLTS (I � � 12 9 RAFTERS NOT SHOWN FOR CLARkTY SCALE : 3 4" = 1 ' - 0 " 12 � � �� Q . S7 II � � � � � 5 SCALE : 3 4" = 1 , - 0 „ ���� S� � W � �Xs s-ru � s c� � s°} w/ A � 1 /2" PLYWQ. QR OSB � H SHEATHING BEN7 (�' s: 1 J4" x6 "x0- 8 1 /2" 2x12 RAFTERS W/ { 3) - 3 f 4" � TNRU - BOLTS ( 2 ) - 1 3 j4x11 7 j8 LVL 2x12 RAFTERS PER PLAN UAL�.EY BEAM PER P �.AN � �,� _ � �� � A� �� � �� � EA. �EG. TYP . �_�� � �' EA . RAFTER , TY�' . � 1 1 /4" MEN . TYP . � 2x10 BLKG. BTWN . RAFTERS C� BRG. , TYP. C4NT. 2x12 STRUCTURAI. ���� �� � 3�� � „ TYP . SUB - FASCIAx SEE PLAN ( 2 }- 1 3/4x11 7 8 LVL SEE PLAN r RAFTERS - �OR ftIDGE 2x6 STUDS C� 16 " W/ � RCDGE BEAM NEADER BM . GONN . 7YPE 1 /2" P�YWD . 4R OSB '� � SHEATHING �sl� C� 12 SCALE : 3 4" = 1 ' - � " � 2 � CALE : 3 4>, = 1 , _ (7 » ''� M—� �7 ( 4) - 1 3/4x11 7 j8 2Q d � J�} �VL RIDGE BEAM S7 �� 1 r-� � � ( 2} - 1 3 f 4x11 7 f 8 LVL � � VALLEY BEAM O WOOD CO�. FROM ABQVE �,�i - � � Q � � ' 8 RAF7ERS NOT SHQWN FOR CLARITY SCALE : 3 /4 " = 1 ' - t� " RIDGE BM . 2x6 ' s C� 24" S� Q - VALLEY BM . VALLEY BM . ( HIP BM . SIM . ) (HIP BM . SIM . ) 1j2 " � LAG C� � � � a RAFTERS BRG. TYP . $x8 POST ,�? �.l .�",� ��-w 16d NAILING SCHEDULE ( . 162" s� x 3 1 /2" HAN � - DRIVEN ) __ :-,3 SIMPSON ABU88 Wf = � : . i ���,� � x 5" EXP . MAX. L 0 0 O : � __ ��.�������-�- _ � � _.� �.k.� , ANCH . 4' - 0 { 3 ) - 16d ( 2} - 16d EA. SIDE ( 2) - 16d EA. MEMBER — "`��.. • 6 ' - 0 ( �4) - 16d ( 3) - 16d EA. SIDE ( 4) - 16d EA. MEMBER ;: designed by RAU _ � � � � 8' - 0 { 6 ) - 16d ( 4) - 16d EA. SIDE (8} - 16d EA . MEMBER drawn by M TN � 2) - 3f�4" i� �AGS W/ � !.���������,,',������ ' , ;��i���i����• � �� - a SIMPSON �SSU210 SlMPSON L.SSU210 ( 12� - 16d EA. MEMBER ' CI1eCk� d by „ X10 PER %;�/•,�� `�' � � , „ ` 6 PENETRATIC?N M1N . r,,,,,,�, . '- ,i�i: �����;�%� 12 - 0 SIMPSON �SSU210 SIMPSON I.SSU210 ( 2} - 3/4 b THRU - BO�.TS - � � ARGH . ��i�� ' � ��r ` ISSU �d �u,,,�,. � � � '� 14' - 0 SIMPSQN �SSU210 SiMPSON �SSU210 ( 3) - 3j4" � THRU - BOLTS - ` ,. � � � „ 16' - 0 SIMPSON LSSU210 SIMPSON LSSU210 ( 3} - 3/4" h THRU - BOLTS F� f� E � EM � Q � 1 � �� 6 12 � CONC . PIER 6x6 PER AR�H . � z � ` ` _ PERMIT � 6 ,f 23 f� 6 �- W o � GUN NAILING SCHEDULE (. 131 " s� x 3" GUN - NAILS) Ft' EVISION 1 � {� 4 C� � .- � _ I - ,:.:,. ' �' I I � � AX. � a c� o REVISIC7N 05 2 � /07 t2}— #� aw�s x J , . ( � � 4' - 0 { 4) - NAILS (3}- NAIL.S EA. SIDE ( 3) - NAILS EA. MEMBER ` ( 2 )- 3j4'� �b LAGS � � ,. 6 ' - 0 ( 6 } - NAILS { 4)- NAILS EA . SIDE ( 6 ) - NAILS EA. MEMBER 8' - 0 ( 8} - NAfLS ( 5}- NA( LS EA . SCDE ( 11 ) - NAILS EA. MEMBER ' 2x BLKG. ; , ,::.. � � � 10' - 0 SIMPSON �SSU210 SIMPSON LSSU21 Q ( 2) - 3/4" � THRU - SOI.TS T(7 MATCH ° , COL. ABOVE _ � -" " 12 ' - 0 SIMPSON LSSU21Q SIMPSON LSSU21Q ( 2) - 3j4" � THRU - BOLTS ` � � 14' - 0 SIMPSON LSSU210 SIMPSON LSSU210 { 3) - 3/4" � TNRU - BOLTS <: sheet ; � — SEE SCHEQ . FOR REINF. 16 ' - 0 SIMPSON �SSU210 SIMPSON LSSU210 (3} - 3/4" 4 THRU - BOLTS ` � EQ. EQ. � ►� SEE SCHED . `� SCALE : 3 4" = 1 ' - {J " 1 TYPICAL BLKG . IN J �IS7 SPACE SCALE : 1 1 /2 " = 1 ' - 0 " 11 SCALE ; 3 4" = 1 ' - U " � SCA �E ; 3 /4 " = 1 ' - 0 " S7 S7 S7 S7 � � � � �} �? � �J ° Q �