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HomeMy WebLinkAboutB06-0100 Plans0 � � - n°i u t i o n s ..� E N G I N E E R I N G REVISED 03/27J08 P.O. BOX 2494 PROJECT LOT 3, BIGHORN SUB. 3RD. ADD. AVON. CO $1620 JOB NO. 0208-05 PH 970.949.7100 �HEET NO. SL24 p� FAX 970.949.33?7 JPL p3-�7-pg GALCULATED BY DATE SCALE 1 /4,� _ � �-0" 1 CONT. TREATEQ (2)-2x1(� — �EDGER W/ (2)-5/8"f�Sx8" EXP. ANCH. (.,a) 24" O.C., TYP. (DROPPED) CONT. TRTD. ?�1Q — LEOGER Wi {2)-16d DRIVE PINS a� 24° O.C. �, : �• 1 S13 � . � . « . • • u� .���� �� �� � _�' � � � ��'�; � �.� �� S10 � t �' � � � � � � � �� � �� r �' �� �a � � � �a � �; �� 4�� � C�AW�L5 � ° �� � +�, ��.� �� `.<a, x <-�` � "_�„�a� � ���� �� ���� � ; �� D4WEL NEW WA(..LTO EXSTG. �, �, W/ #5 DWLS. x2'-6" EPDXIED INTO �� 314"� x 6" HOLES @ BOT., 5TH, &' Yf TC�P COURSES r � �� {N�-2x8�5 cr 16" O.C. u� � / (N)-8"` NOM. CMU WAL� ` WALL '� � 26 �$608`'9 7/8" �{_, ' 7�-" ,�i�'�%',*`fef.> ✓�`.f � �� �� � �;L � c� I �! �. G�O � �-i tt7 ` � �' ! � � � . Oi � � � � � ; �'+ �"`"W_ i LOW Rt�C7F / 86� 0'-� FLC�OR FRAMING PI�I� SCALE: 114��.-,�-a N P.O. BOX 2494 pROJEGT LOT 3, BIGHORN SUB. 3RD. ADD. AvoN. co s�s2o pZpB-05 JOB NO. SL25 n PH 970.949,7100 �HEET NO. OF �/UC g7Q.949.3377 CALCULATED BY �P� DRTE Q�-27-08 SCAL.E 1 /2�� _ �'-0'E � e l u t i o n s � NC',IN EERING � REFER TO DETAtl21S12 FflR REt�AtNt}ER O� INFQ: � ,� _– — — ss2t Tpf $619'-9 3l4 T�W • • , � TYP. SLOFING � �ns�n.e ° _ o : . , ;, � a q CRAWISPACF RcFER TC} D�TNL 21512 --'' �13R REMAINDER 4F INFO, 1J2" EXPANSIdN MATERIA� ---� � G�; NT. 7REATE� (2)-2x10 �E47GER Wf t27-518'Dx8' EXP. ANCH. @ 24` O.C., T'!P. 47QWEL NEW iNA�L TO EXS7G � VVJ #5 C3WLS. �'-6` DRiVEN lNTO 51�'� x 8° NOI.ES @ BOT.. 5Tt-I, & iOP COURSES REFER i0 DETAIL 2�Si 2 FOR REMAINDER OF INE ,�� <.�� .. �p,j_-, a d ° iJ �x �4 ����� ���'� �s� �� z s �`„� � * � .�`�' � �� :. ��� �� ��� � . � `w� � ? � , ... , , �,�,' °�" �i� � � r �s*' � h # ; �, � ���� �� ��'."�'� �,3 f� .�� �� ~ . . . r;'� ,. �s �u � ° M5 r .__ �f_.'� 6'gs�. � 2" LT. WT. TOPPWG , � 3l4° 7&G Pf.YVVD. ---------- t/2`fii x t 0' A.B.`s @ 48° O.C. IN CONT. TRTD. Zx8 FC SIMPSON JB28 2x$'s cGil 1B° O.C. DO NOT BACK FIL�VOID 5T0. WIRE JOIIVT REWF. HURIZ. � 1B° EQ .�� � � #5 VERT. @ 32` O.C. IN PUL�Y GRQLiTEO CEIL CONT. BOND BM. WI {2)•#5's @ B�T. 57H, & TOP COURSES ' 8" N�ts. CMU 4VAL� #5 VGRT. DWLS. x 3'•0° IN FU�LY GROUTED CELLS DRIVEN tNiC7 GRQUND i'-6° @ 16' O.C. pftOU{DE 8" MfN. C7F C4MPACTED GRAQE AR�UN4 BOTTOM CQURSE OF GMU ` " �t1QV\QE4 GQ�SE�AGZEO GLEA?�' GRAVEI BASE QN UNOtSTUROED GFWDE OR _ � CO(v1PACTEDSiRUCTURAf-FiLI L �����i u t i o n s N G I N E E R i N G P.O. BOX 2494 AVON. CO 81620 PROJECT LOT 3, BlGHORN SUB. 3RD. ADD. JOB NO. 0208-05 PH 970.949.7100 SHEET NU. SL22 FAX 970.949.3377 JPL OF CALCULATED BY DATE 03.19-08 SCALE � /A�" = 1 �_p�� r�' y-- 8�'t 0'-0 �LdOR FRP.M1tJG P�N �Q\'il �001 � VV 1t4' `= � � � ����alutions � �� �� °'''' Y�� N G I N E E R i N G P.O. BOX 2494 LOT 3, BIGHORN SUB. 3RD. ADD. AVON. CO 81620 PROJECT �og No. a2o�-o5 PH 970.949.710Q SHEET NC�. SL23 �� FAX 970.949.3377 J PL Q�. ��-O$ CALCULATED BY DATE �cA�E � �4�� _ � �-o�, � 1 S13 03-19-08 CQNT. TREATED (2)-2�12 --� LEDGER W/ (2)-5J8"�x8" EX%?. ANGH. @ 24" O.C., TYP. BM. 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' ii• . �� Q�(?(li�(�tt O lJ la t./ E2 $59�'_Q" E� g�aa�_a�� E4 8� 1 Q'-0" ES 8�2�'_0�► ��3 ��J�Qr_Q�� (PER.��IIT} O �� „� � �� � � aa .� ` � � 4 Y� � i : t IF !` � ���. � � . � _'. �PE�IT REVISIC�NS� LEVEL ELECTR:.ICAL PLAl'� LEVEL ELEGTR:_ICAL PLA1�T LEVEL ELECTRI�AL PLAN LE�EL ELECTI�:ICAL PL.AN LE�iEL ELECTRICAL PLAN LEVEL ELECTR:ICAL PLAN R� 1$ 5 8 a'-0" LEVEL T:.]�FLE�TED �EILI��G R�2 8590'-0" LE�TEL �;.EFLECTED �EILI��TG R.�3 8600'-0" LEVEL ��FLE�TEI.� CEILI��TC�r RC4 861 �'-0" LEV�L, ���FLE�TED CEILI��T�- R�5 862�'-d" LE�TEL �'.EFLECTED CEIL��� R�� 863Q'-0" LEVEL �:EFLECTED CEILIZ�TC...�'r S 1 �ENE�;AL STRU�TUR:AL NOTES S2 F(�►ZT��TDI�.TIC�N PLA� �3 8590'-Q" FLOOR F�:Al��II��T� PLAN . . . . r , ! � . . . . , � • • !! :•11 1 •i' ' ' ' ' ! ' ' �! :� i �i' ' • ' • • � ' ' !� :• i ! �i' ' 1 f r r �► r� '' i• �� �� � � , � � r � �, r � �► � . . . •. � . � � �` ' � � � r � , , r r , , ,, i i � � � J l � � � oO C� � � � C� � �. � � � � � � � � � � � � � � � � ��"' \ 1I *�/ Y � � II , � ° � �� �� :.��a��.:� �, � ��� � + ����- � �� � �� � �� � �� ����� � � � � '' � � `°�"� p a� ���� �- �a�� ��� �'>� � � �'�, � � � H . ;�' !�a�r��tnit�r Ci�a���pm��i t�e�a�r�en� � ��� �� ��� � �uildlnc� ���t� �r�c3 it���sectiat� ��r�ti�� �""'{ �:���,� .�� �� ��c���� tr�terr�ati�n�� �aitd�ng �tn't�rna#iar�at ���dd�ntiat +G�d� c��ty c�i ��rmlt� Tis� issu� �r grart#i� �f ��errr�it s�ai1 � ��� �� �������� x� �� � ��,�� ���, �� �� �������� ��, ��� ��������� �� �ny of ti�s� prouSsir��s �f ihi� ��de �r ot any �iher �rdtr��n,� t�f �h� � �urisdic�'s�n. F��rm�t� pr�suming #t� �iv� �u�t���i�y to v�oiat� or �a�cet th� pr�v�s��ns oP this c��e �r �th�r �rdir�an��� �f the ju�isc�icti�r� s�a!! nc�# �ae � �����. °��� ����,��,�� �� � ����,�� ����� ��, ����t�����, ������,�� ��� � ti�E"I�i" C�'��c-'� ��ra'� i�C3$ p�'�V�l1� �i1� �#LiI�4�Iii� Q�f�Cic�� �iC?Ci1 f�"C�UtI'4i1� �}1H c�rr�cti�� �� �rr�rs in th� ��ns?ru�.ti�rs de�c�am�n�s �:r�d oth�r d�ta. The� buii�;n;, ��fic's�1 i:> �i�� �u#h�rized t� �r�v�nt o4cupan�y �r us� ai � �"� stru ^t�tr� v�h�r� i� s v"s�i�ti�� t of #his ct�d� pt �� �ny �thar ortfirt�a�G�� of } ( ���� ������.�����. — ���� � �,���: ����: �� � � � � �� � � � �� � �� ��� ���� � °�s3� ' _ � � � �� . �� � c���- �t �- ���, � �� � �� � � �� �� `� ���� � � �� �� � �� ��� � �� F--� P u� �, ;�� ��}. �� `�� � �PL,.,�1'�1� � F��A.11tIII�T� PLAN � C� � � .. � �� �� ���_., . _. .._ . . _ _.��._.� .0 .____w .. w. �.w, � ������ � � ; JU� � � ��Q6 �� ��. ; , � ��°� ��� � � ����� � � M " i " ,, " " � � . � � � � :► i" : � � "� � � � �r � � � - . � � � � � � • � i r � • � � NOTES: 1) Survey Date June 29, 2005. 2) L.ocation of Improvements, T.ot lines, and Easements are based upon the Final Plat of Resubdivisian of Part of Bighorn Subd'rvisior� Third Addition, Amended P1at,Town of Vail Eagle County Coloxado as filed far record October 3,1977 at Boak 260 Page 538 in the Office af the Clerk and Recordex, Counfy of Eag1e, State of Colorado, and Survey Control Monuments found at the time of this survey as shown hereon. This Survey does not canstitute a boundary survey nor any investigation into recard easements ar encumbrances associated with this property. 3) EL,EVATI4N DATUM: Sanitary sewer manhole rim with a elevation of 8574.97 feet as shown herean based ar� Uppex Eagle Valley Sanitatian Department Vertical Dattirn. 4) CUNTOUR INTERVAL: 2 foot. 5) Utilities are shown approximately and should be field verified prior to excavation. 6) Surveyor does nat warrant or certify to the integrity a£ any Digital Data supplied in conjunction with this map and survey. 7) STREET ADDRESS: UNKNOWN I, Theodore J. Archibeque, a Registered Prafessional Land S�rveyor in fihe State of Colorado, hereby certify that this TC?PC?GRAP�-IIC SURVEY was done by me ox under my direct supervision, and that it was performed using the standaxd care and prac�ice used in the area at the time of khe survey. The Notes hereon are a part c�f this certificatian. Theodore J. Archibeque PLS 37902 Calorado ProfQSSianal Land 5urveyor FQUND SURYEY MONUMENT: 3�" AI.UMINUM CAP, US FOUND SURVEY MONUMENT: BLM 3" ALUMINUM TUBE .,,`` � � � 1.5" A�llMiNUM CAP 512, �OT 5, �OT 6 �_ � `` � � � \ � \ � #5 REBAR �S 2Q695 1997 � O�� a \ � �aa°2�4" � ___�_ \ -d�-\ \ ---� ~�. \ \ °� � \ \ `� � ` a --_.___ �"YH IT�" F� ��t� R. I' * � �, "' -�,� � -�. � � 6� \ ```�. `�.--- �, `� � °~,, ��... `�°� � �`` __.__ �. \ �, �.. `� \ � \ \ � � \ �. \ `�,. � \. \ \ s � � `�. �,.�.. \ � °� \ \ � � �.... `�. �.. `� \ \, a � \ � `�. °��. �`�. \ ``�. �`�, �''�---. � \ \ � FIR TREfi, � � \ , \\ � � � -- �iB�E-� -- �16 U iY EASEMENT --- \ --- --- -- --------- ---1��----------- -- `-�`� �_,��._.�_._�-----------� ------�`�.; ---� --------- �----- � --- — �----- --- � --., � ''-r--�.. �`` � �`�, � `�. � � ~�� � � �, \ , \ �� �� `� \ �. � �. � � � � � '~�.. , � � \ � r � � � � ~ j � � � � \ \ � � \ � \ �. � -_._ � � \ �, �, � \ \ � `�. � -�, \ \ \ � � �� \ � � a � \ � \� \ ��, \ � � \ \ �� u, ``�_ `�, �� �. � \ � ----_� � `� ��� —, � \ \ � � � �. -_ \ \ � � \ � � \ \ -�-�.. `�. � `�`. `�.- \ � \ � \� � � �� \ \ � �, \ � -�``.� � '"'--�.. � � \ \ \ � �____-_ � � NQ TRESFASS SIGN ���� }���� � \ /�/ � # 7 \ � \ 3. --� \ h� �. �� \ `� �� C�T" � � s � � � ---�� `� � �, �.. � \ \ � � � � � \ � � \ � � � ASPEN TRE \ � \ � \ \�� t> � � � � � � \ \ � �, `�. �. �. ,� � `� � �. `� � , \ � �� � ��� � � \ � � � �. �.. � ``�. � � ' � � � � \. \ \ � `� , �, `�� � ��.. , `�. .� `,, \ .,�. � �. , � � � � � � � \ � � � \ \ � � � � � � \ / �... `\ \ �, � , �� � � � �... \ � `�. �-- , ��. �8 �.. � � , � \ 6� �. � � d � � `������ �,. / .,l��� �"r.�, � �.~ .�,,� �', , � �---� � `� `� , \ \ °�.... \ �.�... � � � ��, � � �°—�.... � � �o \ `� �� \ \_� \ \ \ "�.... � � \ \ � o � � � � � � � � � � FIR TR E � \ \ �� � � � ~�� � \ \ , � �� � � \ � � � � � � � � �o � \ � � � � � � p � TREE ����� �-�� ����� � � % � . , � � \ � � � � � � � � � �1 �,�. � f '°� � � � \ � \ � � `�. �. \ �P � � .� \ \ `� �. `�-� \ C�� �. 86 \ \ \ � ,,� , _ �`"`�.. `,,, � \ \ 20 ����� � \ � \ � \ � �'�—_ O \ � � � � �,,, � � ,� ~ '��r � '� —..� \ � �. � � � , �... \ � \ \ � � Q� `�. \ � \ \ �. �.. \ � �. � _.,---�' � �� � rw� `�--.� � °� \ \ �. \ \ lo �. � `� �' � � LIMI OF S4ULDER `�` \ 'c,.s`'`.-,.... 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N��"�: V�RI �Y �'L.���1�1�1�� C�� �iCaU�.D��? I��L.L.� ���� ��������� �('`�V� �� �V��������L./�. BELQW GRADE �?RAIN TIL� TO I?AY LIG�IT r.�.w. a6�o�_oN a.o.w. s����_o" PL.��.NT SCHEDLTLE SYM. �(JMMON NAME SCIENTIFIC NAME SIZE QTY. �!� "`` Galarada Slue Spruce Picea pungens glauca 10'-1�' ht. 8 � Quaking Aspen Papulus tremuloides 2°-3"'cal. 21 ;�� Rocky Mountain Mapte Acer glabrum � gal. � Ptanting Seds 73 sq,ft. � �~1 ` J Trees to be removed 51 �. NOTE: Planting beds include a mix of graund cov�rs, an�! perennials.{yerify types) SWALE -r,o.w. s62��-0" ���T� �`.I��� a.o:w. s6�q�-o�' --. � `� \ � � \ \ � \ � , , » T,O�:D�t: 8625'-0" � ``'` � � �`` � \ � � \ Q , \ � �, \ �. � NATIONAL., F"OF���T N Q 0 2 4 e.o.w. ab �- �� \ \ \ �. � �.-r.o.w. a����-o� `�- � \ � � � � \ `�. \ � t � 8 O s627i,��r \ � � \ \ \ � �` �6i �,,� ��� ' `�.. � � \ \ � \ � � � `` °``• �~'` T.O.W. 8632'=2'}� � {� \ \ \ \ ,� \ ,,� 8 O.W, 8b26'_0• \ \` � �.�/ ` \ � � \ \ \ \ �,� � � \ � l \ \ � ` � � � � � � � � \ � � � � 6'6'O \ \ \ ~. \ �,,\ � BEL4W�RADE�tRAIN Tl,L.E � � � \ \ � � \ �'` � .,,�. � �`,, /� TO DAY LiGNT \ � \ � \ \ \ �, �,, � � 16'`UTILITY EqSEMENT � � � ___________________________ '�� \ __ _ ��- ,G�'�t � -� _ _ _ _ � _ � __-- - --- -- �--- --�--------� ------\ -----�---------- ---- 1 ----� -- ;� ____ _-_--� -__� ___�,�-�_-� -�-_ _�-_-_�-�--__ - -� �4 -$a, `� \ \ � � \ ``,, , � �,co� � ,� � �'- L(Mirt"�QF DI�TURBA�cE F r�c�� \ \ \ \ � �,. ```� .,� ,, , � � �,.. `� , .� ��$ � \ �~ � _ _ ��.,. � \ \ � � �r-iR �� � \ \ � .� `�. �.., �,, `` �r \ \ �' \ � �� --. � � �� �, � � ,,� � \ ~`'� ,,� ,� , � I I � -- -- -� � , �/ ii n , ` � i � > 1 \ T.o.w. � \ � � �: I I� ` � �a.o.w, s����-o�� \ \ � � \ �' �,,, \ � ~ .� �. �,,, �``' ,,� l ♦ � �a � � \ , .� � `� \ �. �, � �,, %`. a� !I \ j ,' -r.o w sb�v,_o�� \ � � �``,, \ � , � � � � � � I ! s.o.w. 2.a',`\.-o�� � � � � �` � \ �``�� ~' � �' � � S ``�� `'�. . � ,� p ! \ -r.a.w. ae2��_o° � � \ GS� \ \ °�, � �� , � � %��-- ...�. � .J �� i�:o.w a6��'-0� � �, � � � � \ � \ \ \ \ \ � `�,. �.. ,'' , \ ,\`� r .... �``� �� -r.o.�se��� yo� � �. � \ � � \ \ `�,, ,� �`,- � �, ��o � ,, FL GST4�l.� pEGi� s.o.w. s6 � o \ � � \ \ \ .,� .� , ��� ` � �� �861q'-6'� � `-- � ..,�, � � � � �PJ.aTE: ALI.�,REES�H4WN A� 6" \ \ ,'� „�. � �� � ♦ -.\ T.a:id. q'-� � \ \ CALIPEFi�,4F� LA�6ER `"`� � ``� �``` �, �� Fi� � � \ ``� � 1 �~ � , �� � � / � s.o.w. �-o ` \ \ �` � `�.. \ \ \ .,,,�, .�. �°- �, � \ .,.._ � 1 ab��r �,� � �~ -r.a.w. 8�z��- \ \ � �6�0 1 .� � `'`�` --..q �,' �. \\ ` � » �-��� _ W .�1G73:.6= - - - � \. -�„�• � . � \ ..��►s�� a� J�}. �\ �_ .� �'�4P�RTY�INE � � / � � � �� ��~�7� ' `�� � l � ''- -� -r.a.w. a�s��-v" ho f � r�`.� o. �,`;'� t --'' s.o.w. s�'-a" � t�... 1 cr��' f �� �� � � � �i �. -r.a.w. a�a��-ou x , � s.a.w. as�a�-o" � � `� �`° %�I ,'\�°'' !\� ��` '�.,� T.O.W. 8578'-0" s� � ~� 1 � �. � \ � ��� ,� s.o.w. as�6�-�" METE L �"162N � i� . TELEPHONE PED'S �` `°-� � / � �NU O AG ` � � , ..,� \ � ` ``��.. ° �'OUND SURVEY MONUMENT: �� °' ~ f `� \ PG \\�� � � `'`� 1.5" ALUMINUM CAP �, �y4» � � Ty ' � \��,, °^�. � #5 REBAR LS 1 f827—�. � 1 a ��\ \�S` � �/ `'� ��cE oF as�r���.r -°' °'� �,'"-'"`,�-,, � ri:, � . ~� r 857�0 0 �. " r � \� � t � � �.. �/ _ „,. i"� j�,.- #-��ATED 5�"GNE PAV�RS % ,� � � ,� � \ � � �\- '� / 578"r ! ' �,,, (�.,,�� �` � \l � � ` � �\ � ` � r f_f , �� 1/ ` � \�,� � .. NQTE= PR4VIL1� SEPARAT'E ZONE MARKED ' ~� � AT "C�E G4NTROL i3C�X FOR f C�' f j - ' � ' � \ \, � n'� �' � �' _ C � � '� �.,�' � DRIVE IN TOV RIG�IT-(�F-WAY. �NCHMARK: s��4.�7-•°° ` � � � � �i SEWER MA �"` � 77' D�� vnt�/� � �`` DQ'" � PROPERTY LINE ` , .� � � �4' -4' O R PAN ' � _` � � � `� WITN 2" 1NV�RT `� ` � N�Ai"ED STON� PAV��S �'� � �C� ~`'° � _ � p�� °��.. R— 40. o0 1 .� �, ��► '�'�`�$ L= 6 3. o� � � � �S ~ `�. ��� �� Ta n — 4�. 24 � �� � �'`I '�`L� `� ��� ��`'l� a= g a°2 0' �-�" I �.�.`�`� i��� Ch=N41 °� �'59"E /f , rY 56.74 � t " � � ,i � �t� , � � .. �� / � NEATED STtaNE P,4TN - � W/ RAILING � � � (b" R I SER.S MAX . �} t - � f � � \ ,� � '/ �,,. / °�,. � � -,' �.�--- s_-___ ____.. ---r` \ LIM OF B � � � �' '� � \ � `�"'`�.. ` ,.,,,,� � •� `� `'`... � ```,. � � � � `� �'` � �'r�..._ _____ � � � swA�� `��� \ \ �� � `' -�.... ,�, � o � \ � � � - _ Ceneral L� �cape �otes ,�'�`' -�--.. � �`' �_ �� � « � �,��~���� � �` �, � °'°µ .' , � � . s��� a �� � � t� 1 a. w. 10�-0�' � �'' � � Tr e�' a�ad`�,shrub�. �� be p�dnt,ed in pits 1 1!2 �mes th� sixe af � \ � ~ � � � ., pt t roo�iL ..�acicfill�d w �h-�-catmbi tion of topsail, � \ �\ � � `�., � we� 1 ott man �,� � sct�t. At 1 tre� shat t have a u�el1 a � \ \ � \ \mini� af��4"�e�ep,,'compat^a�e°°in sixe the drip line af the /\ ��'` � \ \ �'` t�e. �All de iduous,'tr'�es shall be � d with 6' steel "-�-�� --�_. �j ��� .\ � � p \ � � � pos s and�uye�wi��i #1�4 gauge�a�aniz wire and 1 1/2" x 18" ��� ��_ba e6�3 - � -r a.w. s62a - � yl � trce s raps,%�.. ,�,fter instratlativri � ly planted treG� .�1 �� � � a ,�. s6�6� o � \ � vr � �, . �s����� b� root e�iuith a" id roat r� h stimulator containin �t0 � �l4,� � � T.D.W.�16'-Q" � � � � � _""'' � ,�� � ¢�4 /'� \ .� ,�s.o.w. a��r�o� \ � � vit%min �3`�2 a� eil as a �low r � fertilixer, M \ � � � � � � .� � �`' 1 `70 R.C:�.'�'. � T� o ,\ s�'� � \ \ � All shr� b,��s shall be �1=�.i�d t4� weed prevention m�t prior ta � � s L�� � � �. � � � � �, �ing top � sse� All tree �.0 l��d_,,shrub beds shall b� � � �� �'o.\ t.._ \ � LlMIT OF BOULDER� top~d�cess�'�y�u,►ith a~`m' imum f 3" of bark mulch. `��C .�. Q�� -r.a.w. ���-o�� \'• � � � \ �C,��,� " `� �. �(3.� .�. � H.O.W, 5'-p" � � \ \ � � ,;, `� -� � �VscG � ��.W. ��Q; �N � � � � � Nerbd�ou�plant`t`rog beds all be`°��opsoil, tilled to a depth of o� �v . � �� � 4' � � ��� .,\ a.o. , s��o�-o� \ � � �,c'�nd be r�k free``�. A ixture of com pas� and uaell roited manur�e � � �, / � � � � \ `� \ � � �. � s�tou� b� tilleci�into t p�arating beds ( 1 cubic yard compost %� � � B�OW GR �DE D�AIN TI� � �.(�er 35�s.f., crne u �c yard manur� per 25a �,f. �. Atl "� �`` �'-,� � TO '1'�� \'Y LIG�-IT \ \ � � �Merbaceous''�pl �hall be topdressed u.�ith ll2'" I�lack ` w� � \ � � �. t � � � � \ �` \ ,�' ColBr do hu s at � �``�- � �`' �' ~ `� �` ~ ---�' -----�' ----; '�`' �' ��,, �..,. � 8607'' � \ _____ _---- --°_-�-�" K �" � - \ � ' �`A.lt d istur �as de�i�nated on the Landscape Plan tv reeeive A ---- � � -\ __ ___ __� _____.�______ � � � �� avib�t�,�sE�A� \ \ ,' � � nativ� g ass re�a,tment af the recomm�ended seed mix, anc! shall be --- �-� e ��� �.-- � � � � \ � \ ��'`` �r�evege�dt by sou�l'tyg the se�d mixture at a raie af tt�4 pounds � �� � / \ � .,� � � � A ,� \ � per.�tine s are acre. � r \� � ° \ /''� �\ ,' �.. � "t:' � \ . � j{ �~\ ~;�'`'� � � pli ation of 18-4b-0 fertitizar shall be broadcast prior tc� � � ",✓'\ / \ � � � \ s�e at 'th�e rate of 7 lbs./100C} s.f. All revegitated areas sha11 S f NAI� W�LL \ , \ \ \ mu�hed uiith 2-3" of u�eed �ree hay or~ strau�. All mulched ar�a .� u `� 163.d5 � �� � \ \ \ all be �eat�d with an apprc�ved arganic tackifier at the rate of --� - , ` .. �"'' -� � � 6jp,,� ``� `'� � /120 lbs./acre. �3� � 57��W � �'00 � � � \ \ � \ � �. � `�,. \ � �`` wA.1.ER � �.. All newly planted shrubs and trees shall recieve drip irrigation. � T.o.w. s5a��- " MAN ot� `�� `� \ � ��'� �� Ail sod areas shall receive s ra irri ation urith l U0% overla ."fi his �_ �� S � \ p Y 9 K� B.O.W. 8578 � �q -�-- '\ � \ '� � `'� �ystem shall be a►�tomatic. Sprinkler system �o be Design Build. T.O,W. 8580�_�u -- ---- _.,,.� � T. W. 8596 -On s.o.w. a�-m_o° `'�. ��.o.w.�ao�-o° F�efore any site �xcavation any existing plant material� �hait be �\ �o.w. as�a�k� o��i� excavated and bagged for pro�rer rc�at pratection and �tored with B.O.W. 85q0 -0 topsoils whet�e indicated vn plans, Trees to be moved, shali be over d ug to the extent of the drip �dge and imrnediately planted as described aboue and waiered during GOt'115'�t^UG'�IOt'3. 5hauld the transplanting fait, a replc�cement shalt be L���TDS���P'E DE�ELC.�PMENT PL.���T installed af eq�al sixe or multiple planting tca abtain eq�al �ixe of the existing {'failed) tree. � SCALE 1" = 10"-0„ �IOTE= V�RIFY TREE PR��ERVAi'ION METNC7DS � _. 9 GRITiCA� RUC?-f" ZOhlES AND F�NCING REG?UIR�U. NO�"�: V�RIFY �ROSIUN GUN�"ROJ� B�.ANKEi'S @ 2.1 SL<JPE�;;� ��, .. �� � �� l� � H � w H � '� U � W 'CG Q w �� O !-`j `� W cv H �� ,� � � it� �C w tv H � Q�� � ��� H � w�� Z � � U cn � w �,.., z w,�cr <C 4 �-+ �'' U +� � H �H�� � W v, w �o . � � w w H o � � w c� W � . � � � � �7 � � H � . � r--t M � 00 w � � C� � � � � d � � � � �` � � V � � � � � � H � � � .. C'*i � � � Qcorx�Gx� STEVEN Jt1M�S RIDBN A,I.A, ARGHITECT P.G. ALL R1Cr1iTS RESERVEp THiS DUCE:�4ENP, A�ID THE IDEAS ANDDBS[GNS1fER[[N, ASAN INS7RUMEVT OP PROFGSStOYeiL SGRV7C6, 1STHBPROPERTYOF STF,WE�7 SAM63 RIIIEN A.CA. ARCI[t7'LCTA.C, M'�TDDISNpT50UE USGP IN WI;OLE OR PART WTT4IOUT "ITi4� WRITTGN Alt7'NOAt7ATIQV OF srEti�cv rn.rrES wn� TtiL C0�7RAG;T9R SF[ALL TF1qRODUi[LY {iVSPGCT AND SLIRVfiY EXL577N4 reicu caxnmo*ss rovvmr� 7EiAT T}i058 SfIOWN ftkFT.ECT WORKQ�I T{� p��V[NGS. TNG C0�J7RACTOR 5t[ALG RBPORT ANY VARfAT10:VSORULSCREPANCiNS ro n�� nxcrjrrece ucroxe rnoccEOr�c pRAtt'2143Y: -�-� � p�� APi?I L 1�, 200� €t REVISiC1NAATE - iNfC1AL MAY 3, 20Q6 T�-I PEi�MIT R�11510NS 1 JUNE 28, 200�o T1� LOT 3, BIGNORN 3RD ADD. EXTERI4R LIG4-ITING INFORMATION �^���I�� �I���I�� ����I�� LOT 51ZE = 30,q27 5Q. FT. MAXIi"'lUM # pF LIGI-IT SOURCES � 1 P�R 1000 SQ. FT. KEl' DISGR{PT14N QTY. MANUFACT'URER / MODE� LAMi� I"(AXIMUM # OF EXTERIOR LIGI-IT5 - 30 1�- EXT. WALL MOUNT 13� . V I SA #DW 106p QF26 2�a WATT �; ��� � 2� EXT.REGESSED GAN ELGU #EL.�1G100 75W-P.30 75 WA7T # aF LICNT� TYPE N�ME � NUMSER BUL.B 51ZE 13 WALL MOUN�" VISA #UW1060 100 WATT 3� LAi�DSGAPE �MINI) 10� PRC�GR��S P5213-31 12V a.G.BAYONET 24W 1�4 REG�SSED CAt� ELCD #EL71G10� 75 WATT 10 LANDSCAF'E PROGRE55 P5213-�1 2�4 WATT TOT,4L 27 EXrt"ERIDR LIG�-IT5 � 10 L.ANi75GAPE LIG!-1T5 TOTAL 27 EXTERIOR L.IGNTS AND t(J LANDSCAPE L.IGN"i"a LUMINC7US A�:EA OF EAGN LIGNT V I SA - 12"x5/8"x2 = 15 .85 �Q. I N. � ����: V��'.I �Y �F'L.,�G�i��N� C�� �-3C>ULD�� l�l��.�� �LGO - 3,1.4"x3 3/�" = 11.77 5Q. IN. I� I�� ,��C�-i I��C� �'�' I C�� �� GC�71��i-�'.' UC� I Q� , i'ROGRES� 1�ra��X� �i��� =�.�� SQ. iN, -r.a.w. a�2a�_o�� a.a.w. ��.��-o�� BELOW CRAI7E DRAIN TILE INITi�L L.UMEN OUTPU7 T.a.w. a��.a�_o° TO DAY LIG�IT T.p.W. Sb30�_o�� s.a.w. a��q"-o�" s.o.w. a�2� -o V15A - 1C�4 WAT"f" �3ULB = 110D LUMENS ,_ „ SWAL� -r.o.w. ��5�-0�� ��.co -�� w�,-r-r Bu�$ = 825 LUMENS V�'HIT� RI�'�R T.4.W. 8622 0 FOUND SUF2VEY M4NUMENT: r u $.O.W. 8bt�'-0" ~�- � `� � �.�� ��ur��NUr� ca� s.o.w. a��q -a � ...� \ \ \ '� PRO�RE55� - 2�4 �WAT7� = 2��4 �UMENS NAT�OI�iA�, F"+CJR��T �5 REBAR LS 2Q695 '�°`� � � � \ � , > » T.O`.Yd. 8625�_0�� '```� � � \ \`'�. � ` , � � � � � \ � � \ 3�� C� \ �. ��... �.. N o0 2 4 $.o.W. �- �� ► AN � � �r.a.w, ab���_o�� �.�, \ � `�•� \ � � � � � � � �� \ `' `� � � � �`'` .,� °` ..,� � 8.0. , �7�_0�� '� ` � \ � �SA �,�q.�f � � � � � � ��0,� `� `'-- \ � � �. � -r.o.w. s��2'b� � � � � � EL O 0 � �' °� ____ \ � ``� � ��_o� a�w. ab2�+�,a�� `�. � '� �' � � � � � PRC� E � 40,2�cp � �` '�.� � � \ 86r0 -� � �.,,, � 1 �'` 6 s�23'_ � `''� .� �.. � ~ � � \ ''`� � � 66r1 � ~° \ ~. �' °�... 5DI L N�l.�. WALL.� � � 7�-� � � BELOW GRADE �tRAI N T LE � � � � � \ � \ � � � � .� � ��, �O DA�LIGNT' , � � NQTE: LA`t*1DaCAP�LIGN�T"�S T{S�B� LQ�,ATED�ES��#� N 18"� 16�T1LITY E SEMENT � \ -�`. °�, __\----- �` r��-�" \ � ''� °____ ___ ____ ___ � _ � � �BC7.�._F_I.�U�i��D_.G. -I�:.- � ___ �.�---------------------------�__�_______________� "`°- - ------ - ------------- - ----- _ .a e-a --- -- � ..� __ _ _ -----�_� -__----..�-------- ���� � --� -- �,-___ , � --�-- �.,,�- � -� ---�---_ � ____� _---,�. � � �: �-- � � � � , � ,�' -`�- � .�.,, ,�.., \ \ �C�,�.'4 ��� j� �,�, z��- � \ � � � Np ,TE: Y�IAL�. MOUN�" L.IG�TS � BE L06,�fiEL? Lf-�� T��1 8�_O�� 1.IM1-i" OF L7l�TURHA�GE FENGE \ � -- --� ���E �.� � �.... °�.. \ �� ����� �q� � , � � \ \ � Asav���NisN�p G�DE. `°� � � `�. ,, --.� � � � `\, � � � c3 � �\ '�'"'�(0 � �„SbiB � � \ � \ � �FIR TR� � � � \ � � �. � ~ � -- `~�` °� `` `�- .� ��., \ �� 7`� `��� ��� \ � 1 f \ -- _ \ � � ��'� \ \ � \ '� � ��.. � `,. ,, � f c.l� ��� � \ -.� \ `�s\ � �'� `•� �i �`�r � � ' ! I � � � -r.o.w. sE,�o�� � � � � `'� � \ � � ,. �, � � -� s.o.w. s��q�-a \. � \ � � . � (�} �`` �-�. i o .� �. v' ,� � ,. .��� �5�,, � �.�, � i �I�_ `�, � � � ..,\ .�. � .� �. �. �..,.. C3� �\ � ``�- �,/�a� � f � � \� �� � � � � � � � � T.O:W 8630�_�n � � � � � \ .,� �. �` � `\ � �`', � f � 8 �, �'"` .� .�. ; �`' ---. � / \ 't4., >{ � �, ``' � � I � I I�`, S.O. W . 24.,�\ u � � � � � \ � `�� '`� \ �., � � � , 6� C? °a u� .,,.� \ �%�. \�� \ � � � q r �--__. \ T.o.w. s62�+'-0� � \ � \ 6SO \ \ \, � �� O` � �` � �`�, � � � �%j� \ ��...,. �,� �! . .W. 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ALL F2IG�iTS E2ESE12VED 't'YtiST7t1CGMG'NI', A.�FDTfiG[UEAS A� ID DFS16US HERE(Y, AS AN [NS'CRUbiFNT OF PRQYG�SSIQNAL SERVJCA I51'kIGPR4P�R.TYOF S7"E<VHN ShMGS RCbP.N h.i.A. ARC}p'i'GCT p.C„ AND IS 1VOT TO A6 USEb 1S3 V4fttlL� OR PARP WTf1i0UT THG WRtTTGNM1U7TIpR1'LA7fONOP STIIVEN7AMR5 RtDL�''V TRHCONTRACTpR51LALLTH4R4UGHLY INSPECT ANi? S[3RY�Y EXiS7LYG ���,.�Ca���o�s�«� nfnT �tosc sxoxm xstt�cccr WQlkK ON 7tiG DRAWINGS. TliE Cp`YTRACTbR SiIAGL REiFORT ANY YARLhTTQNS OR DISCR6PhNCTfS TO 7'F3H ARCHITGC'P BGPQRG PAOCLGGRdG ORAWNllY: �� nA� APRIL 1A, �oa6 N REVIS(ONDA7'6 SNf19AL P�RMI'i REV1510N5 1 JUNE 28, 2C106 T�-I � � � "c� � � t � iti � � t i�- � �s � � N 41'-3�� 26'_3�� ��-�2�� � '�r' �% i rb � F. EV. un � � -� 3 36�� - O ti '�t' (STONE) v � I � �' � ' �t' ��n � � � M�G�-1ANIGAL R4C�M NQTE: a-lANG I-41G�1 EFFICIENCY 801�ERS � ELEGTRICA�. ON BAGK WALL OF �ARAGE. SNGW MEL`1" �QUIP. 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A5 TO PROVIDE GR055 VENTILATIQN UF T4-IE SPAG�. ( 15'_4�� 22'-0�� A�F'PROXIMA"i E EDGE QF SOIL.NAILED ALL �'RQVII�E GUAR,I� RAIL A'i" �DG� (?F V ID SPAGE. NEW 8" GMU WALL T4 5� _Qn (^ ' FRC7M St�T�'OM C7F JOla�i" ASOVE. f "1"QP WALL WI"l"N 5`t'EEL D�GKING I AND �4" CQNGRE"t'� �f"GPPIN�. ( DOWEL NEW �MU WALL rta ExfsTiN� FouNr�AT�oN, � � � C. �. VENT 1' -�O'► x 1�_�u i �n ► �'""..' �r� ��f ii),/ ' Q�► � � � � � -• r - NO'i"E; PROV I DE 1 N't"�RNAI. DRA I N �Y"��"EM FOR F'�+i I C7.----� � -►�► � h � r � � � U� .. � G. 5. V�N�" 1�_(0° x 1' CRAWL SPACE � p � � ��EV. } u �Q 36'" � � � v- ,r,�y, i _�2u � � � '�i` �� / / � / � � � � ( � � I II 3t�_6y2�� � 15�_Ou �' �� I , � � '' •�� � ` ��� II I� ��� � ���. i �1�� �� II ���'�i ���� ':� il �:'!!., � � �� ii ��i ��1 = � 1� �� ��� � �� � � �— �) -�� _ � • , • hi�.�� , . . � r� , . .. • • , -... ... .��� � �� 2� I NOT : PRUV I DE I NTERNAL DR f N SYSTEM FC7R PATIO. 1 �ni—(oy2u PROPERTY LINE GC Ai�4 'V�� . � � - . �r � . -_-�• a '. : , • • . � . r � . . 13�_6u ���� �� �r � 1�_6n 5�_0�� i lI J � �------ REF!_� R "' ; P � :�,-, �� •�'jy`�i. �i --- fCITC�-IEN m aQ (wooD) ; NC�OK ° 85 0 - (wcx3t�} �S` � �� o �� � � � 2i � �n ,��_,�i� � � 6n 3�-7'Y2� .r.�, �_6u � � ( � � � � �a � � 2f �- �� POWDER 48 0 � rt���) s � � 30" �1' cn � � � �' --- _—._ � :' . . . � •. :,r• , 17 I `� 86 s � _� � � N ' FAM I �Y / R�GREAT I ON ' e' 7' 7Y.�' g�� 7� _ y,�u 2, _Q,� 2, _8,� $, _�„ 3, _2„ �1,� ,�' � � (CRPi'.) � = 5y2�� �2�� �2n EL.EV. 18 ;�" �' � � - °rn � �� � � � _ 36n � c � i' � DlNING iq � � ('woor�) �r ( = � = � 88 CG � '� r { A13 A1�4 � F.I�. � � o cv SS � s.� 22' -5" � � o 20 21 22 � � �►' i �° o ' _ -----_..__._..���,� _... ������_�_ �, � - � � �� � � �,,� 1 ; � � � � � t." � � ` & • �� \ \ � \ � , _ � d . \ . � � � � � 4\\ \\ \ \ \ \\\ . . \ \\ .� .\ , . . . . �. s WALL LINE ABOVE FLAGS"i"4NE PATIQ : �' (WAT�R#'ROOF} � _ i�- 8�10' -D" ( `� t- E 72 a o o ' � � iv F,i�. F.D. .D. � _ , GREA�"ROOM fl � � O {'WOOD,� t <i, F 38�_0'� � = � 73 �" � � � �i a�� an �� _�ii $n ai _ u gn $i _&�i u • � `9 7 s� � � � � tf� t fl ` � 15�_4n �a�—C1° 5E-0° 5�—t��� ��-2�� iQ�-0° 2�=2�� � 2' -tY� ` ' -8�'�' � -8�',�' 2� _ li,.�'� � 75 7� 7� � � �� � "�t' � � , •II . . � r 2`� 8"--D° 82 � : � � �« ------ � � � � �r..,.._. , . . � � � t � � :,o ' 49 � � r �.. � ,' i i i . � . . _ , - U}� � I�N � ��� ,������� ������ �� � ���,. aY� c� � 8�10�_C3�� _ • � �.' � f 3.12 � ---� �'� � : , , � � � ��f "c� � t' � � i . . , � �'f Q � i� � f , � i� f /� / / / = �/ / � / — / — 78 � `� // � // � � 1-� i / �9 / / �/ 22�-8�� 14�_,4�� . l6'-6y�" ��-?3',��E 12'_6,u +4�-7i�,4u 2' . / 38�_C}° � 3Q�_1(J�:i 21�—��ii i � . , . (— --- - ; � iflD'-1 " t�t m '� � � r . _ ` ' �.l �� o , . , . ,\ ______------_ f � : ___ _____________ ___ __ , _ . • , . � - - �' �. _ . � _ , , , , _ , \ . � � .� � " PATIO OU�"L.INE BELt�W � 'f � � . \�`� ,..-'�! � ROQF C�U�"�INE S�L.OW -�' . \ r � \ J� Pi�OPERTY LfNE DD �� AA '� ,� ,.- ��, A�f � A15 . ,��, ,.f�� N4T�: PROYIDE 1 NR. FIR� RE5ISTIVE G4NSTRUGT'101� FOR �� '� l�IALL� LOGATED LESS �"a-IAN 3'-D" FR4M PROPER"i"Y LIN�. . � � � � � � 5�_0�� �i_�,n i 10' --�Y2n . ��,, ,,-- (GA FlLE NO. W� ���,� 86 Q'_�" L:�,VEL FLCJC)R �L���T �, ,- �. ,- \�/ �.71.1-S.LL: i/�tn _ q���t� 1 � �, �� � �' *,� Y�... ` � •„ � � � � � � W Q� �`� � m� � i/� �C .�o r� W °�� ���- �Wo� � ��� �-, w .,,-, _. w,�o p ,..., r ��� ��� w� �o � W � � i � �1 � � . i t• �• � i � , i• � � � � � * �• . Q co��nuG�rr sr�v��v r�s z�m�N A.T.A. ARCkIITECT P.C. ALL RICrI3T5 RES$RVE TEi13 WCiiM1aNT. AND T{{�; iD73AS AND DiiSIGNS IIERF'..IlY, .1S AN tNSTR4tMF:N'I' OF PROFE5SIONAF. S�RVICE, LSTHEPROP�RTYOB STtiVLt�t JAMLS RIDHN ALA. ARCHITBCP P.C„ ANII LS N6T 7'O BE USED At WHOZH bR PARTlVIfFlAtlT THE WRt'f1°F,d"t ALPTH6R12ATIC7N OP STEYBNJAM6SRIULN TfC� C4:Y'IRACtQR SfIAC.I, TF�OROUGkL fi+SPECf Ah'D St![CVI:Y LX1ST(Nii FF.`•I.D CONUTTIQNS TQ VGRIF'k' THAT TE[O$6 $HOWN REFLECf WORK ON TtiE DRAWP.VGS. T3� CON7RACTPR SHALL ItF.PORT ANY VARIATIQNS OR b[SCREPANCi�S TO TF� A62GHTIECi' UEPORE rnocer:nrnc N AY: ! � �A�: APR{L. 14, 2 N REViS10NpA7'� W'�. G�"AP S 1'~IAR. 2q, �OC17 2 MAR. 21, 20(?8 �� �� ��� �� ���- �:� �.� � � �� a � �� ; � a 4 ; � �� � ` �� ��� ��: ��� � �� � �.: .� 1 / 1\VVI VV f i.�llsY ��Y4wY�s- '�`�►/"`r. I :� ! 1 �•' ' ' • � i NOTE: VERIFY WA1�L SIZE A1�1D FURRING AT STAlR TC�WER ABOVE GRADE. �.�� n�► 1�C,�7E: V��I�Y WALL �IZE AND FURRING A'1" ��"A!R TOW�R AF.�DV� CRAU�E. �. ; ��_ � �'$ �'�� �,�' �� � �� � �,.��`� �`�� ,. � � ���� � �� � � �� ��� �' � ���'`� � � U W H � � '� U � w d � � �� � yaJ M � �.�., � M � � � �C va cv H wa ,� ,� � ��� � ,� � � z w � '� � � �^ ~ � w n^ � w ,,,� o d Q F-+ r' U �rn � � �, �. �- x �� � �� ' � �, w w � O � x w w � w � . � h�4 � � � � � � . � � � � GC� � � � v1 � M-1 � � � � � � � �r � � � V � � � � � � �""'.� � � � � t' l � � � C{� COPYRIGI�T STEVEN Jt�MES TtIDEN A.I.A. ARCEllTECT P.C. ALL ]21CrH'1'S ItESERVED nns mc�m�-Nx, nxn rtic meas AND DL�SIl3NS FiL•RBM, AS AN tiN97RitMESiT 4F PRpTESSfONA4 SERVtCE, 19T13GPAOFGR7Yt7P STEVGN JAMQS RtDfiN ALA. ARC7�'1'ECTP.C, ANIRiSNO'P7"OIlE USED M WfSOLE OR PART R't7ftQUT TliIi WRiTT�N AUTftQRI'LATIbY pF 97fiVEN JAAtL�S R[QFt1 7'tiG CONTRACTOR SI[A[,.0 TiiOROt1CiHLY [ALSPHCT AND SUAY�Y �XIS7TN4 C+EItD C4*1DITiQNS TO VHRiRY THAT TEIOSB S}iOWN RF.�FLGCC FVORK ON TI[Li DRAWINCiS. TiiB Cf}NTRACTQR SI[AGLREPORT hNY VARIATtONS ORC7tSCREPAMCIES TO "IfiC ARCHITGC7➢EFbRC PROCGEDNG �Rnw�,�Y: T�I DATC: �yl-R�� �"tl .GOU� a aevrsaat�vnTa evmn�, PERMIT REY1510N5 i JU1�lE �8, 2�7t?6 TN LOT- 3, BIGH4RN 441$ Ce� ' ��EXTERI4R DOOR AND WI� # ROOM TYPE �.. 1 _ Garagc O.N. 2 Garuga O.N, 3 ,. Entry (2)Glass �� Entry wl(6)Casc 4 Entry (2)Gase � °- Entry (2)Gase 6 ��ntry Gase 7 Guest Hed (3)Gasc 8 Guast Scd Futi Lt. q R Guest Bed Cas� iD Guest 8�d Gase �� 1 } G. Bath Gase 12 Scd 2 Casc 13 Sed 2 Case ta� �a 2 (�)c�� i� s� � (�)c.�� �� sut � (�)ca� 17 �c�n./Rec. GasG i� Fc�n./Rec. Gasc 1q �c�n./Rec. Case 20 Fam./Re;e. (2}Ful� L.t. 21 Fc�n.IRec. (2)Full Lt. 22 Fam./Rec. (2}Fu1t Lt. 23 Fam.lRec. (�F,1Cas� 2�4 5tair Ttur. Gasc 25 ~ 5tair Twr. Ca� � 26 Stair T�.ur. {2)Gase 27 5tair Tt.ur. Ccase 28 ` Stair Twr. Gase 2q Stair Twr. (2)Casc 30 Powd er 2 Case 31 Nook �utl Lt. 32 Naok (3)Gase 33' Nook Casc 34 Kitchen (2)Gase 3� . Dining (2)Fult Lt. �G� Dining (3�Case 3? Grcat Rm. (3)Casc 38 Grcat Rm . Gas� 3�1 Great Rm. (3)Gas� 4o Detete 41 Grcat �',m. (2)Gase 42 Great Rm . Case 43 Great Rr». (2)GasG � a6�a� ��,��� c�� 45 "&63Q' Lavei Casc 4(0 �8630" Lcval Casc 4�T 8(o3O� LGYGI CQSC 48 � ` ,.<;5tair Tcur. Casc 49 Stair Twr. (2)Case �0 M. Sath Gaso 51 � ` M. Bath (2)Casc 52 M. Sath (2)Case 53 Mastcr Bed Futt Lt. 54 Dolotc 55 Mastcr Bed (2}Casc 56 � Master Bed Case 57 Mastcr $ed (2)Case 58 M. Sed Picture-pkd. NOTE. 51LL �-#EIG�lTS ARE Fi2C)i? ��� * � RE: �LEVATIONS FOF������ WIN EXTERI(3R DOOR AND �VINNU # RC70M T�'PE 5q Carag� D.1-I, 6a c,��� o.+�. � 6i " Entry (2)Gtass 62� Entry {2jGa�e 63 , Sed � Case " 64 S�d 2 {2,�Gasc 65� Bed 3 (2}Gasc 66 Br.d 3 (2)Gasc (07 �tair Twr. �2)Gase 68 Stair Twr, Gas� 6q ` 5tair Twr, CasG > 70 Guast Sed (3)Case 71 �-fallway Fuii Lt. ?2 G�`Gat Rm. (3)Case ?3 Great Rm: - Case 74 Great Rrn. (3�Gasc 75 Great Rrrr. (3}Case ?6 Great Rm : Case < ?7 Great Rm. (3}Gase 78 f,reat Rm. Gasa 7q Great Rm . Case 80 Stair 7wr. (2)Case Sl 5tair Twr. Casc 82 5tair Twr. Gasc &3 Nook (3)Fu�l Lt. 84 Naok (2)Gasc 85 Kitche.n (2)Case �6 Dining Full Lt. 87 Dining Gasa &8 I?ining Gasc Sq Master 8ed Casc �i0 Master $ed Casa ql Mastar Scc! Gasc q2. Master Sed Casc �� q� � �� MQ8tGC' BCG� CQSC �� ' q4 5tair T�ur. Case q5 �.� Stcair Twr, Gase q6 8tair Twr. ('2)Casc qi �'taster Scd Futi Lt. q& � M. Sath (2)Gase qq M. i�ath (2)Gase 100 ° M. �iath Case NOTE: �tLL NEIG4-ITS Afi2E �ROM * - R�: ELEVATIONS FOR W1N1?� . • , , • � � / / : � : � � � GRFA ,4LLOWA�-3LE 517E: 3�, q2? SG?. F7". ��o, aoo� x ..�� _ .�, �oo s�. F-r. (5, 4aQ) x,38 = i, q40 5Q, F�". (15, OOQ) x.13 = t, q50 SGI. FT. (92?) x .O�a = 55 �Q. F`i". 7'Q`TAL = $, 5U5 �Q. FT. ALLOW,qBLE �4418 G4LUMSINE DRlVE (WEST UN17 j a, �o� x..�o = 3, �#02 5Q. F-r. GRFA �"Ui"AL� WES`C" UNI'i" (RE: PLAN TaTAL SNE�T�� �t'4�""AL. ��aa� t�EV�� = a�7 sQ. F-�, a��a� LEVEL = �os sQ. F-r. 86Q0' LEVEL = i, 083 5Q. FT. SGaiO' LEVEL = 1,181 5Q. F�1". 8620` �EVEL = 75i SQ. F"1. �4,1qC7 SQ. FT. GRFA n�DUCTroNs w�sr uNE-r L4WE5rt" LEVEL 1 AREA SELt7W GRADE: T4rt"AL AREA = 3, 245 SQ. FT, AREA k3ELC>W = 2, �453 5Q. F`i. 2, �453 + 3, 245 = .755q = 75� GARA�� = �UG? �Q, F�i". CRAWL SPAGE � p L.QWER LEVE1� = 267 x 75% = 2D�? 5Q. FT. -ra-ra� r��r�uc-r�oNs = $C?0 5Q, FT. i"OT,4L GRFA = �4,1qQ 5G?, FT. TOTAL DEi?UGi"IONS - 804 SQ. FT. i'RC�P45�D GRF`A = 3, 3qC? 5Q, FT. ALLOWAHLE GRFA = 3,.4C}� ,��, �-�-, PRU�'OSED GRF,4 �r 3q0 5Q. FT. REMA I N I NC GRFA = �,� SQ. F-�-, ALLOINASLE �4�418 COLUMi31NE ,DRIVE ('�AST UNIi") 8, 545 - 33qC? = 5,1 i5 5Q. FT. GRF�+ TOTALS EASi UNIT (RE: PLAN TC7fiAL. �NEETS� 858{�' LEYEL = q5q 5G?. FT. 85q0' LEVEL = &2�o SQ. FT, 86Q0' LEVEL - 1, 32� 5Q, FT. NEW G'rRFA 8600' LE1lEL MEG�-lANICAL = 48 SQ. F7. 8��a� ��v�� _ �s� �a. �-r. 8�a2Q` LEVEL = lr i8q �Q. FT'. 8G�30' LEVEI.. = 847 5Q. F'1"� TQ�"AL 5, q31 5Q. FT. NEW GRFA 707AL = 5, qiq aG?, fii-. �RF� r�E�u�TiaN� E�,s-r uNi�- LQWEST L�VEL l AREA SELC�W GRAD�. 70i'AL ,4REA = 3, 2�45 5G7. F�". AREA SEL41N = 2, 453 �G7. FT, 2, 453 + �, 2�45 = .755q = 75q �a���� = �oa �Q. ��'. CRAWI. SPACE e a L.OWER I�EVEL = 35q x 75% = 2�oq SQ. FT. �"OTAL DEDUGTION� = 8�q SG?. FT. TO�"AL GRFA = 5, q7q 5Q. FT. T4TAL DEDUC�"IQNS - &6q 5G7. FT. PR4POSED GRFA • 5,114 5Q. FT. A�LC7WASL� GRFA = 5,115 5Q. �T. PRQPt�SED GRFA 5, t14 5Q. i=i'. REMAINING GRF,A = 5 �, �-, 3-21-Q8 vv i 4.-��vL:. �7� PROPER,TY L1NE i� 1 1 ��� • , SCALE 1/4" = 1�_0" �....�:�.;�# _ .: t�� �.�... 0 nx.awrr e DATE: � �� G�',� l M, � M 3 A � �. � �' � � T / // � A�' .,�, � // � o dXl2 `o,, /� , // �,0 i � ,/ ---� / ` i J f� � f � ` \ , � � � ,%� / � � , , �' �, � � t ,�3�_0�� � � .,� .q- \ \\ * �'?� � � I `� `` � � � � � �� � � � , ` ,��_��� N :12 � � � � � a � �` � ,� ,� ��_^__. Q! ;�� �`o, , I � �Q �� � � / . / \ /, , ,' � ,� � > � �' , ._ 1� I �f � � � /��,� \���� � �� _� II � � � � 6 I �' 2� _pii � � F'Ff \\,` ( '� cv I I `6' } I ,' � ... 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ALL RIGIl'PS R.ESERV�D Tf;ISimCEMEYf, A3JI)THH(DEAS AND DE5IpNS }iQtEG�t,. AS AN (NSTRUMENTQFPROF�SStpNAL senvice, �snt�rxoec»Tror• STEVEN IAMES RiDEN A.I.A. ARCHITECf P,C, ANA IS N4T Tp pE US6U IN WHOGF.OR PART WCI'E[OtfT 1'tT& WRITTGN,AUTfiCIRrLATiON OP S7'CiVIINlAMES RIDL+N 'i7�iB CONTRAGT4R b'IIALL TfiOROUGtiLY ttasrecr �r�n stmv�r e�nsn� FEILD CONDI170,NS TO PERH+Y TfG1TTfiOS$ SHOWN RBPLEG7' Wb}tK ON TtiE qRAK7y4S. TF{E C4N7RACTOR 5}{} LL Rfi3QRT A�IY l'AR.IA'I70NS QR DISCREPANCf�S TO TISE MRCt{TI`GCT DEFORE PROC�ZGDP,VG Lt}tAWN6Y: ��..� D^T� APRIL tA, 2C�06 � RU�YI510N OAT'U� INit7AL PEi�MIT REVISIONS 1 JUNE 28, 200�n T� R lq IN�ULATION MIN. 2x� EXT�RfOR WALL — STUCCO 1!2" �XTERIQR SNEA�"NING INFILTRATION 8�11RRIER— M�iAL FL.A�NING FINI�NED GRADE COMPAGT�D EART�-4 z E � �a a 5/8'" G. W .8. W4Qi7 SASE SO,�RP 1 118" PLYWOC3D �V�RIFY) 2x8 PLATE •1/2" ANG�-IDR SC3LT GONGRE-i'E WAL� � . . � �r : r 3" GYP. � FLQORING 1 118" P�YWDQD (V�RIFY) GUN�R�T� W,�IL.L � J015T I-IANGER ---, F�44i� JCaI ST 5/8" G.W.B.— �� •- ♦ - •�� � . MA-1"�RIAL. T+�G 5 6 D I hlG z � � s 2x4 GEDAR TRIM OUT 5W i NG DOOR WArt"ERPROC?F M�MSRANE SEALANT ANI? i3ACIGER F20D METAL FLASN I NG 1 /2" EXTER I OR SNEAT�-11 NG FLA�STONE M<JRTAR SED '� � i i : ! ,C;ALG 1 11"L„ - 1'_U" NOT�: @ 51M VERIFY EXTERIQR MATERIAL. WATERPROOFING GQPPER FLAS�-! I NG 2xi2 GEDAR SAND LSL RIM 84ARD 1/2" �XTERiOR 51-I�A"C'�-1111� INFILTRATION BARfitiIER WAT�RF'ROOFI NG -PLYWOOD DEGK J015T 3" GYP. � l.., �,.,..,...,.,� 1 1/8° P� (VERI FY, GONGREi' JOI ST 1-I� FLOUR Jc 5/8" G. W STUCGC� OUT SW I C�G DODR WAT.�RPRDOF M�MBRAN� SEALANT At�D SACK�R ROD ME-i'AL. FLAS4-I I NG FLAG�TONE PATIO MC�RTAR B�D -�- • - ♦�r . . WATERPRC�4F1 i�G FL.04R JCa15T 2x S�C)CK I NG I: ! � i • •••i! •• � SCALE 1 1/2" = 1'-0" NC7TE: � aIM VERIFY EXTERIQR MATERIAL. NOTE: FiNis�+Ep ��aa� ��' ,��ov� PLYWOOD (GONGRETE TCaPPING W/ �-IEAT + STONE, T{LE, WOOL7 aR c��zP�-r) 3" GYP. � FL04RING 1 1/8" �'LYWUUI7 (VERIFY) R lq INSUL. M1N. FL4QR J415T TOP OF PLYWOOD T�G SIDING CQPPER FLA54-11 NG 2" SLOP�D STONE GAP L51� Rf M SOARD 1/2" EXTERIOR SNEAT�-�IING INFILTRATI4N BARRIER STt�NE VENEER 3" CYP. � FLOORING 1 1/8" PLYI�JQOD (VERIFY} R iq INSUL. MIN. FLOl3R JOIS�" TOP OF PLYW4C?D � --~--�'.j�'``'— Nt?TE: 5TG RATED 50UND BATT (OR BLQWN-IN) INSUL,ATION i�IT°`fi��--Jl I SOARD � BA7T CEI7AR 51i?INC� 1N �LL INTERIC�R WAL.LS AND FLOORS. ��UC}C�D SII�I��TG- W/ BAND � SIDI��TG ABOVE ST{�NE SCALE 1 1/2" = 1'-0" NOT�: @ aIM VERIFY �XTERIC7R MATERIAL. STUCG4 WATERPR40F MEMSRANE WE�P S�REED GQFPER FLASN I NG "GOR-"i"EN AZP" ROOFING WA�"ERPROC)F MEMSRANE 5t8" ROOF 51-I�AT4-IING R4rJF RA�FTER RE: STRUGTURAL 2xi2 LEDGER RAF'1"�R +�ANGER R 1� 11�SULATI�N MIN. 2x6 �XTERIQR WAI.L 5/8" G.W.13. 112" EXTERIUR 5�-IEAT4-IING INFILTRA"i"!ON HARRIER '!! � �' SCALE 1 112" = 1'-0" NC�TE: C� SIM V�RIFY EXTERIOR MA�"ERIAL.. .• SCALE 1 1/2�� = 1t—t�r� v NOTE: @ 51M VERIFY EX�'ERIOR MA"i"ERIAL. ,_._-- l�ga "GOR-1EN AZP" GAP �,--�.. �` �.---- "GflR-TEN AZP" ROt�FING �,,,_..---- 2x2xi14 TUSE STL. SUPPC7RT FRAME 2x2x1/4 �LAT 57L EDGE r — G4-�IMNEY FLU� P�R MANUFA�TURE LIQUID SEALAh�'1" / GAUL.4ClNG GC7UNT�R FLASN 1 NG �----- WATER PROOF M�MSRAN� FL.AS� i NG 3!4" MORTER BED M I N. ('SLOP� 1/4" F'�R 12") FI�ANGE MErt"AL G�-11 MNEY PA1�t WATER F'ROC�F MEMSRANE 2x� Fi?AM i NG 518" E�T ER I C)}� �� EAT�-I I NG 5T4NE VEN�EER 5/8" TYPE nXu G.W.�3. 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A�cr�z�r�cr r.c. Al,L RIGHTS RESERVED rmsnoceuurrr, nrmrt�m�ns AND➢GSIQNSftCYREfN, ASAN MSTRiMR1TQF E'ROFESStO�IAL seitvica, rs rste; exarearvov 572iV6N IAAf[45 R(DEN A.l.A. ARCIiI'1'F.CTP.C., ANI)fSN077dDE USGD A' �VHOLB OR PART W�I'}f0T3'i' 7FIG WR.ITTEN AUTHOR77,A"1lON OF STGVEN JAME5 RtY?F•:1 n3� covr�ncrox sxnr.r, nioxoucrt�.v MSPECT AN7? SUR4rEY EX(S7T.dCC' F61[A CO?![7IT[O�*757(Y VERIFY T}iAT 1HOSE SROR'N Rh"FLkGT woxrcor�mm�xnwMCS. 7`H� CONTRhCfOR Si3ALf.7lL7'f7RT ANY VARIATIpNS UR DLSCRi?PANGtES i0 TIiS ARCHTTECT Rh'FY7RE rROC� n�vo nnnu� av: "("� �^� A�'RIL 14, 24C7G a xevisro� nxrs r�rrrnr. i'ERMIT i�EV1514N5 1 JUNE 28, 2Q06 T�I-1 NOTE: VERIFY �LEVArtOR REQUIREMENTS NOT�: VERIFY EL.�VATQR REQUIR�MEN"I'"S � � � � � � � ♦ SCALE 1/4" = 1'-0"' � � U W H � � � v x W � � � �, � o nJ M � }��L{ N NS � {"{ �-�y �� � t/ 1 I�v �O N [-+ Wo ,� .--, � ��� H � �� z ��a� ~ r—, w ...-. z w ,,.a o � C? �-�+ �'` U �� U� N H��- x w �, w ✓ti` `� � � a w �„ [--� O � � W � � W � • � F-� w � t'� �� v� � . � �-, � � oa � � � � H � � � � � � � � � � U � � � � � � F--� � � � � � �"� � � cQ canx�u�xT STBVEN JAMBS R1I7EN A.1.A. ARCIIITECT P.C. ALL RIGI-1TS RESERVED TH1S DbCGMENT, A W T}IE IDEAS hND DESiGNS 1{TItBM, ASAN INSTRUME�*77' OF FRQfiESSIQNAI. SERVICL�,iSTHEPR6PER7YOF STEV[i�t JA,41ES RADL^'N A.4A. ARGtO"!"GCTP.C, ANDISNOTTOBG USED IN W1iQGB 6R PART W9't7?OUT TH� WRTlTC1V All°fHORIZATIO:�tOF STEV(iN JAbifiS TUDE�N 'I7IE CONTRACTOR 9NALLTHOROUGtIL't fNSPL�CT A.ND SURVEX LYfSTTNG BG1LII CONDITS(7NS'(O VERIFY TTIAT 77iOS6 SiipWN REF4ECT �YOAK O�I'P}� DRAWINGS. 7i�.+CO;STRACTORSNAGLRFFOfiT ANY VARIATTONS OR AISCRECANCiFS TO TTT� ARCfIITCCT AEFC7R8 PApCE�L*DING DRAWNHY: T{..� bATE: /-�Pi�,E� �'`t� 2VOSR N RE�VI819NDATE (NfI7AL F'�RMIT REV1510N5 i JUNE 28, �OC?6 T+� �— _— � I� I� .i � , � � � � 1 ,I 'I � �� � --------Z--,� � � i � (� � � �I�----"1 � 1 17 � �� i ' � 1 _ ' � ' _� I�I SCALE 1/4" = 1'-0" � H U W H � � � � � � � � w �� O -�`i `'' W c� H cn � �-. r-�? i"i1 �C � cv H Wp.-+� � � oo �t E—� � �� z w � ���� � ►--s w � �", Z w ,� o Q O��'' U !� � H � �, �, `� � � v� w �o . � � � w H �; � � w � � w � f � � � w � � � � � � . � � � � � �� ° � � � � � o � � � � c� � � � � � � � � � � �. � � ., � E-� C� � cQ �arY��r��• STEVEN 3AMES RIDEP7 A.1.A. ARCHITECT P.C. ALL RICrI3TS RESEFtVEt7 nnsuaccn��vr, nt�mnr�m�ns AND DGS[�NS lfik"RGIY, AS AN lN5TRUFiINC OF YR4}ESS(O."IAL SER'VICG ISTtCEFR0AER7YOF STHV�N 1AMFS RR?Lt3 AI.A. ARCtiiTECT P.C., A1YD TS NOT TO UE+ USF.D N 1L"HqL80R RAAT W117i0UT T'HE WRITTrN A(JTIiQRIlA710NOF ST'EYENlAME5RIUEN T}tG CON"I'RACTQR S}iAL� THOR.OUGHLY INSFECT AND 513RVEY LXISTNG F�1GD COM771TI6NS T6 VER[FY THAT TITUSE SFCOW4 RIiFLE:Ci WORX ON i71&DRAWINGS. 7'ki$ CqN'1RACTOR Sft+l4l REI'4RT ANY VARFATIONS OR DISCRF.AANCifS TO TFIG ARCti1TGCT UbFORL� FROCLGDING DRAWNDY: T�..{ �A�: APR I L 1�4, 200/ N REYISIO?�t DATII MYf7AL PERMI'i" REY151JNS 1 JUNE 28, 2406 �'N ��--------� I ` (I I� I� I� I� I � � � � . � � I � I I I I II (I LI — — — — — — � � ( I I I) �) I� I� I� � � B��CI'-�" L�VEL �LE�TRI�.�,L FL��� SCALE 1/4" = 1'-0" � H U W H � � '�7 U � w d Q � �, � a n,/ M � }.L� N �� H � U'� ?C � ca H Wo e-+ e-, H � ao �r F� � �' � W °� ���� ~ � � �^ � w,�o d p�� U .� rn �-. `,,�..r �, � °.' � � r� w �� � � a w w H a � a w � � � . � � � � � � � � � � . � � � � � �� w c� v� � � � �' o � � � � o p � � � � �a � � � � � � � � � � O � c� cap�r��l��r� STEVEN JAMES RIDElV A.I.A. ABCI-II'�EG'I' P.C. ALL RIGHTS RESERVEI} T3i1S IX3C�MtiNP, ANU Tt� UEAS A�tt) DESiGNS REREIS7, ASA.*i INStRUN�.lT OF PAQi+E5S70NAL SI�ZY[CE, TS THL� PROP�IIY OR STLVLN tAMG5 RIUQN A.Lh. ARCIllTECTP&., ANDISN4TTC?13E USEb IN WHqL& qR PART WLft30UT TIiG WNITTGN AU7ROItT'/,ATIpN OF STEVIiN 7AMES R7pGN T}TE CONTRACCOR SNALL T'HqROUCsKtI,V MSPL�CT AND Si1RVGY E,%[9'l7YCi FGtLA CON017tONSTU VE3t7FY THAT TfiClSE SHOWN REFLF.L"P WORK QN TH[i DRAWIhGS. THC CbNl'RACTQit SF W,L ItGY'ORT ANY VARIA770VS OR DISCREPANCIES TO 77iG ARCHTTECf BEFORE AROCG+Cip[NCi DRAWNBY: T�..� DAT� aP���. �a, 2aa� tt RL�V1SiONT)AT6 INfPiAS. PERMI�" REV►�IONS 1 JUNE 28, �006 Th! � � GOMPLY Wt ALL CURRENT ADOPTED GODES ANT? ORDINANGES. NOTE. V�i21FY ELEGTR{CAL REQUIREM�iJTa AND LOGATIONS �OR WNOLE �-10USE ST�REO SURRCIUND 5Y�"'aTEM. NQTE: I1�TERGDNNEGTED-MONITOREt� FIRE / FREEZ� I SMOK� AND INTk.US4QN ALARM. :� i i ' � ' 1 . , � � H U W H HM !� '� U � � d � w �� O � `^ w N H M � t� '—+ � � r�i V3 N E^'� r _ y �} e�-+ .--+ �--� E•�I � oo d' H � , � � � � � ��� � f- , w ..,-. z w,,�o d O�� U d °1 � � �, ? `-` � w �„ w ✓'�. � ,� a W �, H a � � w � � w � . � � � w C� � � � * � � � Q � � � � � � � � � o � � � � o p � � � � � � � � � � � � .. � � C� � C� CQPYRiGI3T 37'EVEN JAMES R1DEN A.1.A. AI2C�31TEGI' P.C. ALL RiCsH't'S RESERVELl THIS D4CCMENf, A: N 7'}IE T6Gh5 ANU DP,SIOYS NEREtN, AS AN INSTRtJMHNT OF PROPESSlO�7AL SLRl9CG�, LSTIiLPROPGRIYQP S'iTiVLN IAMGS RIDLN A.tA. ARCYIITGCT P.C., AA{p IS N6T TO HE USGA 4Y Wt[OLL' QRFAR'P Wil'fIC7UT THE WItPITPS3 AU'i'fiORPI.ATICY.JOF S7LVL�N IAM65 RIDLN TtIL CQN'1'RAC7pR SHA,LL7AiQROI1GHI.Y INSPGCf ANfi SURV6Y EXiS17NG PHILA CO*IDITIONS T6 �'F.RiRY 77fAT Tk30SE SifOWN REFLBCP WORK ON Tiifi DRAN7NGS. Tl�4� CON7RAC"fOR 5W: lLL RGSK)RT A.NY 1iARIATTC)NS ORDISCR2PANfitFS TO TtTB ARCtTIT£CT IIEFbRE FROCC[T}iNa DRAWNAY: �,� �A� APRIL 14, 2046 # R�ISlONDAT6 GS771AL PERMIi" REV15lON5 � JuN� 2s, 2ao� TN �/ 8�20'-�" LEVEL ELECTRICAL PL���T SCALE 1/4" — 1'_0" � � U � H � � H � � w �C � � �� O i•./ M W �..i.� N M � E"'' il.i �; � c�t F+ w(� ,� .-w H � ao �t H � � � W � � "`'4 ��-• O a` �--� � w «,,.� � W 4„7 0 � 4��°' U .� ar �, � H �, `'- R; � r1� W �a . � a� � w � � � � w aa � w � « � � � W C`. � � � � . � � � � � � � � � � � � o � � � � o p Q � � � a � � � � � � p4 ., c� E-+ C� � C�} C{}PYkiGHT STEVEN Jf1MES RIDEN A.1.A, ARCI-11TECT P.C. ALL k2IGT�ITS ILESE1tVED THISIM7CF?MENT, Ai�(6TfifitAEAS ANU UBS[ONS I9BRG64, !w"AN P157RUM8NT 4F PROFGSSIDNAL SERVICH, iSTI1GPR(7PCIiTYOP STGVQN JAMfi5 RNEN A.I.A. AAC}[[TLCT P,G, AYD L5 NOTTO DE USEll IN W7ipLG OR PART WTT]iOTPI' li#� WflfITGN All77iQRIZA?10�70N SIEVEN IANES RIDEN TIt4 CQ:�ITRAC2Y)R SHAL[. Tf30ROUGHLY INSRECT AND SURVGY G,YtS7T:lQ CESLD CQNllI'f(QNS'IC} VGRIIY TtiAT1iI0SE S}IOWh] iCEFGECT WORK QN TtI$ URAlY1NGS. 77iGCOri7RACTORSRAtk.REP6RT ANY VAN.IA7lQ4S OR ll1SCRb'PANCIGS TO i'ti�E hRCNtTECT BEFORE PROCEEANG DRAtS`NBY: �� onr� APRIL 14, 2(?4�a a xev�sin;�nnrs r.tmnc PERMIT' REVISIC.7N5 1 JUNE 28, 20�6 TN 8�30'-�" LEVEL �LE�TRIC.��.L PL.���T � � v w � � � '"� U � � � � w �� O n% M W F.G�{ � �� H il1 �C � ra H w �� � � aa �t H � �' � � W Q� � � � �, �., w �,_., z w ,a a <C Q �-+ r U Qrn H � H �. �- x w �, w r``�' � � � a w w [--� O � � W � � W � t � � � � � + �'� � H � • n/ � �•y'1 w pp F.i��� � � � � � � H � � � � � � � � � � � � � � � � � � i—�i � �" � .�, � � � � cQ coz��rxz��zT STEV�N JAMES KIDEN A.I.A. ARCi�IlTECf P.C. ALL R1GkiTS RESERVBD TTItS DOCGhib'NT, A1�I) 7HG IDRAS ANA D&SIGN$ NF�2GN, AS A,'V IN57RUMENTOFPR4FESSfONAL SF.RYICG, i$Tk[G+I'RC)PERTY(}F 5TGYEN JAMES RIDGN A.f.! ARCSiITEf: f P.C., AND 15 N4T T0 RII USBD P! ii7{pLE QR PART W I77iOtTT THB WRI7TGN A.117'tSC7R12ATfON QF S'TEiVBN 7AM8S RRIEN TFiE CON7`RACTQR S]iALI TfiOR4l3�tQ,Y lNSPECT AND SURVBY EXISTINQ F81LD CO:VDITtONS 7'6 VERfFY TF[ATTfiOSH 5HOWY REFLL�Cf W�RK f3N TFiE DRIWiDIGS. THG CON7R lCTOR S�CALG REPURT A�IY VrVkIA"ppNS pR UISCREPANC(IS TO TFiG ARCIFITECT I1GFf?RE PROCfi'G➢ING pRAWNDY: ��..., D�� APRIL 1�4, 200� a u�v�sioxnnr� r,vmnc PERMIT REVISIONS i JIJN E 28, 20(�� TN : :i i ' � � . SCALE 1/4" = 1'-0" NOTE: q►_pn = APPRUXI{"iATE �-�IEIGN�1" TJ BDTTOM C3F FLOOR J415T ABUVE. � � U W H � � 'Z U � {� d � � �� O � `�' W � H M � � r�i �Q N H �(� r-+ �--4 H � Of} rf' E'-� � , � � �o� � �U� ,-y w ..,-. z w ,.,.� o d O *-+ �"' U drn � � �, � " c� � v, w ►�" � d � w w � O � � W W � W � • � � � � �`,"' � � � � � . � � � � o0 � � � � � � � � � � � � � (� � U � � � H � � � � � � � n � � � � Q eorXZU��-��r STEVEN JAMES RIDEN A.I.A. ARCI-ll'�ECT I'.C. ALL RIGHT'S RESERVELi Tfi1S IX7C[?ML+7f, ANq TfiC IDIiA3 AND DESIGNS ]IEI2EN, ASAS�I INS7RUh(�IT OF FICbFEiSSIONAL SL•RVtC[, IST}iLPRUPL�tt'IYQIi STGVGN /AMC�S RIUL�N A.LA. ARCIl1TECTF.C., AN6ISNOSTOA6 USED IN WE{QLB OR PART WTCfSQitf TF(E WRTI`T6t�I AU71i0R17A.TSONOP STLVEN lAMGS R@GY TfTE' CONTRAC?OR S}YALL 7'I�IOROU67CLY MSPCCT ANU SURVt"sY i3XtSTi�Ifl FEIGD C0:31)tTtQNS TO VERII•Y TIIATTFIOSE SHOWN REFGECT t5`pRX 4N TFtF 77RA447:NtiS. Tt#Li Cp;TIRACfOR SHALGRLRORT AiJY VARIATTONS OR DiSCREFANC[tS TO?HE ARC}iTfECT DGFpRE PAOCEFA3"3G URAWNIIY: �� nn�re: AF'RI1.. 14� 200(0 d REVISIQNAATfi IN197r1L i'ERMIT R�VI�IDNS � JuN� 2a, �oo� T�I � H U f�2 H � � � U � (si d Q � � � C'} .,.1 m W !-�t � � � H � ?S �w c� H �� .—� r-, � � oa �t' H � r/� � wo� z � �U� � w �^ Z c� ,� cy d O�r` U .� rs, w., � H �. `-' � w v� W ✓�.'' 0 d w � �., E-'s C7 CJ'� � W � � w � . � � � � � � � M-1 � • �l �—I � w � � � � W Q � � � � � � � � � ^ `� �i � � � � � � � � � H � � � ., M � � � Q co����z��� STEVBN JA.MES R1DEN A.1.A,. ARCIlITECT P.C. ALL RIGI-1TS RESBRVED TIAS fSOCEMENf. ANU T3IEIDF.AS AND DBSt6NS }lERHi�4', AS A�`7 INSiYIUNENT bfi I"RQFGSSI4Tif L 58RV1CC, ISTf{QPROPCRTYOI STGVEN lAb1E5 RtDG�N A.tA. ARCIit7'EC7 P.C., AND IS NOT T{7 BE USEB T�7 W}IOGL QR PART WITHQUT TI{L� WRF77'&4AUlt1bRIZATIONOR S'PEVL�7 JAMES RFnEN TFfC CQNTICACTOR Sf[ALL TH4ROLGHGY tNSYLC'f AND SURVEY EXfSTTNG F81LD C031pITItlNS TO VERV+Y TIiAT'C2�SQSE SI�it7WN RL�FGfiCT WORK ON TNE DRAWINfiS. TIIG C6NTRslCTOR SfiALL RL•pQRT A:�tY VARIATIQNS OR DISCRGT.�.NCtFS Tt7 7ttE ARCFRCECT➢GFORE PRpCGEDQ3G DRAWNIIY: T}..� ��T& APRIL 14, 2{7D6 # RBVISIp�IAATE k7[ftA[. PERMIT REV151UNS 1 JUNE 28, �U06 T#� : �1 ! ' � ' • SCALE 1/4" = 1'-0" APPROXIMA"i"E NEIGN7 TD �C?TTOM t�F FLt�QR JC715T ABt�V�. I � � ♦ :• • • •�- � •:� � � U W H N � � � � � d Q w �� O ,�.J M � �.L{ �,,� � � � V2 �C � N H wp ,-� � �-, � oo d' H � � � W�� Z � ��� E..., w ,,,-. z w ,.,a o d C7 � �~ U � �� � ��� �� W �o . � � W �, H 4 � � W � � W � • p � � w �. � � � � . � �...� � � � � � o � � � � `� o � � � � c� p �, � � � � � � � � � � � � �, � � C� � �, ��p������ STEVEN JAiViES R1DEN A1.A. ARCI-ll'i'�CC P.C. ALL RIGIITS RESERVED r�ns �roc�crrr, nrro rt�c roens AND OGSIONS }iEltkfN. AS API CN&7'RUMGN?O�PROFNSS[ONAL SCRVICE, ISIHEPR6PERTYQF STGVHN JAMCS RIUGN A,),h ARCHITBCf P.C., AND IS N6T T4 BE USE?D IN WISQLE OR PAkT W�f130Vi' TFiB WRITTLN AUTNORi2f 77Q�iOP STGVGN IAhtHS RCllEN TFI7? CONTRACTQX SIIALL TN�ROUGtTLY IN5PCGT A.Nf} 51FR�VLY EXIS'17NO FE1LA C6NDITIOVS TQ VLRIFY T1iA722{4S6 SJiON°N ItEFLECf t�'ORK Q�I THE ISRAWtNGS. TIiH CPN'1'RACI'OR SftACG REPORT ANY VARIATTQNS qR DtSCRLP'AIVCIES TO TflE£ ARLYiii'BC'P AIIFORH PROCBEOC4G DRJ.K'MDY: �#..� B�T� APRI L 1�4, 2U0� !t YLfiV]SIONDA7E INTI'SAt, PERMfT REV151C)Na 1 JU11E 28, �a06 7N . i � � � � M � ♦ SCALE 1/4" = 1`-Q" NOiE. q' -Q" = A�PPROX I MATE �-�IE I l N'I" '1"'O k3DTTOM OF FLODR JOC �1" �SOV�. � H U W H � � 7� U � W d � w ,� � o �', "' w � � �� ,r, � � C!1 � va �r F. �p .-� ,-., `-, � oo �r H � wa� z ,� � U a, r.-� w ..,-�. Z w,�n � O�r' U � cs, r, � H �y, �- c� W va W � a �i � � � E"i f� t;11 c� w a� � w � ! � � � A ` ^ � ``� �/ ` � �i�../ • ry � r�,� w aq µ� Q � � � � � � � � � � � � � C� � � � 0 � � � � �' � � � � � � � � � � o �a������ ST�VEN 1AMES fLtI�BN A.I.A. r1RCIIPi'E�'1' P,C. ALL RiGIITS RESERVEL? T}ns uocs�� rr, armnr� mens ANB llGSIGNS HERIM, AS AN [�F&'RLUINENT OF PROFESSIONAL SG�RVICE, ]STf;EPRQPERTYOF STiV1?N lATr16S RITISN A.i.A, ARCHi'I�CI'P.C., G4'+IDISNQTTCillB USBD IN WH04B QR PART W f1`FSOUT TAL KRtTTEN AUTF{O1i17.AT[O�7 tlF S'fL�12N 1f�.4tES RiDLN '77iC C047RACTOR SHALt.'C4iOROL*GE[(.Y INSPF:GT' AND SUlttiiY EXISTING AEILD CO!YDTT[OVS TO VERiF'! rt3nr rttose sf�owri rt�Ft[ cr li'OAICtltV TftE DRAWINGS. 7°}ll3 CpN7KAC7"OR S7CAI,L FcGPOBT ANY VpRiA170�IS OR 17ISCRL•PANCIFS TO'l3�SE ARCfR1TCT llEFQRfi PRQCEBDINC3 DRAWNDY: �� D��� APRI L 1�4, 20Ufo Pl REVIStQNAATE Gdl"t7AL PERMlT REY1510N5 t JUNE 28, 2C}OG� TN • i� 1 i ' � � • SCALE 1f4" = 1'_a,� N4'1'�. q'-0" = Ai'PR4XIMATE I-IEIG�-Ifi '1"Q St?TTaM OF FL4QR JOIST A�30VE. r �-�� � H U w H � � ''� U � (� d � �+ �� O w � W m� � ���� � wp ..-, .� �-, � oo d' H � �, � W �� � ��Urn f,.� E�., �,.,, Z w,�a d O >-+ r` U �rn � � H �. �- x w �, w �a , � W �, E-+ � � � w a� � w � . � � `"� � � � � � � � . � � � a °" � W o � � � � � c� � � � � o � � � � � � � � � � � � � �, � H � � (C� CUPYRIGLIT STEVEN JAMES Rl17EN A.I.A. AItCF-3iTBCT P.C. Ai,L RiGI�'T'S RESERVED nns uoec:+tcrrr, aNn rttc �usr,s AND LYESIGNS tiERF,Q1, AS AN G4SiRUMb"NTOFPROFGSSIONAL SGRVtCL�, ISTfi�PitQPEk7YOP S7EVCiN JAMPS WDGN A.t.h ARCIi77ECT PA., ANb 1S N6TTQ AE USGD IN WHOLB QR FART WtTi:O(ff TIiL� WRI'tTCN AUTHQRPLATIOtI OP S"f�VG�I JhMGSRIDl�7 THGCON7'RACTpASNALLTRpRtlUGfILY iNSPECTAt..A SUfCVL+Y GrXISTtNG FL+{LD COND1T10:,tS TO V&RIFY TIiAT7ffOSE S}f4WN REFG£CT WORK pt�l 37fft D'RA'WIS7GS. T11E CO�I7"RACTOR SEIAL4 REP6RT ANY VAR3ATIO�IS 4R lltSCREPANC[FS TO'ItiE ARCftTI'ECT DEF4RE FHflCEL4NG DRAWNllY: T� n�m� APR I L 1�4, �C706 !i REVIS[pNl�hTfl INI'f7AL PERMIT REVl5IDN5 1 JUN� ��3, 2006 TN 0 ��_ � � � . n� � � «� $63Q'-�" LEVEL R��LE�"TEI� CEILI�G PL���T SCALE 1/4" = 1'-0" N4l"E: �1'—D" = APPROXIM,��f'E �E1�N'i" TQ BDTTOM OF FLC7UR JQ15T �SUVE. ���n � H U W H � � 'Z U � (.� d � w r-,.i a, O 1�-�-j � W �,y � H � ?C � ra H �p .-, ,-� � � oo �r H � ! � � �Q� � U U cn � � �� � w ,.a ca � p w r- C.) �.� rn � H �. �-- x w v, w r��'" � <C a., wt�, H � C� � W � � W � • � � � � �'„"' � • � � N � � n/ t—i p'1�'� � 00 E.+.� � F.-� C� � � � � � � � � � � Q � � U � � � �� �+' � � � � � � � E"{ � � CQ COPYRIGI-I'i' STEVEI�! JAM�S ktIDEN A.LA. ARCHITECi` P,C. ALL R1C.r1-1TS RESERVELY rrns noceaacur, nrm n� msns AUb DE51GNS f1ERElV, ASAN MSTiiUMEN7'tJF PROF`65SIONAL SGRVICB, IS TFIB PROPL72TY ON STGVLN JAht&S RIDBN A,t.A. HRCI[ITECYP.C., rWD[SNOTTOBL� USF.D Ild W}i4LE OR PART V1Ti'fSQtIC TtIE WRiT{`GN At771�t4RiZATiON OF STGVC?N IAMES XN� TIIB CON'IRACTQR SHALL 77iQROUC7iLY tNSPEG!' AMO SURt�1:Y EXISI9NG PE[LD COYDR14NS 7U VERIFY 7"EGiTTHOSESHORfitREFLECT WORK OY 7'f� D1NWIhQS. 7fiE CON"i'RACTt7R S}CALLRL•TORT AYY VARIATIONS OR DISCREPANCfFS TO TF36 ARCHRECT DCFORE PAQGliGDp3(i DHAWNDY: �� D�r� APRIL 14, 2QC76 M 12EVISCONDAT& INR7AL P�RM!'T REV1�14t�I5 1 JUI`�IE 28, 2C?(.7(o TN GENERAL NOTES: LOT 3, BIGHORN SUB. 3RD ADDITION JC?B# 0208-05 DESIGN CRITERIA: RQQF LIVE LOAD : (SNOW L.OAD) -ROOF PlTCH LESS THEN 4:12- 1Q0 PSF ' OOF DEAD LC?AD: 15 PSF - �OOR L1VE LOAD: 40 PSF • �LC?C?R DEAD LOAD: 25 PSF QECK �(VE L�AD: 100 PSF DECK DEAD LOAD: 60 PSF ` BASIC WIND SPEED (3 SEC GUST}: 90 MPH WIND EXP�SURE: B SEI�MIC DESIGN CATEGdRY: C ` IRG EDITIQN: 2003 FOUNDATIC}N DESIGN: 1, TNIS FOUNDATldN HAS BEEN DESIGNED BASED ON THE RECOMMENDATIONS SET FtJRTH IN GECYTECHNICA� REPORT #06005 BY LKP ENGINEERING, WC. CON`STRUCTIdN QF THIS FOUNbATION SHALL FOLLQW THE REQUIREMENTS FRQM THIS REPORT. 2. DESIGN OF FOOTINGS IS BASED �N A MAXIMUM ALLOWAB�E BEARING PRESSURE OF 3000 PSF. 3. RETAINfNG WA�LS HAVE BEEN DESIGNED USWG A LATEFiAL PRESSURE OF 60 PCF FC}R THE "A7 REST' EARTH PRESSURE �ONDITION AND 40 PCF FOR THE "ACTNE" EARTH PRESSURE CONQITIC}N. 4. FOOTINGS SHALL BE PLACED BELC}W FFiOST DEPi'H ON UNDISTUI�BED S�IL QR QN STRUCTURAL FIL� COMPACTEQ AS REQUIRED BY TNE GEQTECHNI�AL EIVGINEER. 5. PROVIDE CRAWLSPACE VENTILATIQN PER CODE REGtUIREMENTS. 6. SCIIL VALUES AND CUNDITIaNS SHALL BE VERIFIED BY A REPRESENTATIVE QF THE GEOTECHNICAL ENGINEER. REPORT ANY DISCREPANCIES FRt]M THE ORIrWAL FINDINGS dES1GN ASSUMPTIQNS TQ THE STRUCTURAL ENGINEER. 7. BACKFILL AR(�UND RETAINING WWL�S AND STRUCTURA� BUTTRESSES SHALL BE �OMPACTION TESTED PER THE RECOMMENDATIC}NS OF THE GEOTECHNIGAL ENGINEER. 8. PRQVIDE PEFiIMETER FOUNDATIC}N DRAINS PER THE GEOTECHNICAL ENGINEER RECOMMENDATI4NS. REINFURCED CQNCRETE 1. CONCRETE DESIGN IS BASEL� ON THE MC?ST CURRENT PUBLICATIt�N OF °BUI�DING CODE REQUIREME�ifiS F�R REINFQRCED CONCRETE° (ACI 318). 2. STRUCTURAL CUNCFiET� SHALL NAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 3. CONCRETE SHALL dE PROPQR710NED USWG Tl'PE I-II SULFATE RESISTANT CEMENT. DQ NC?T U'�E ADMIXTURES CONTAIMNG CHLOFiIDE SALTS. 4. FOR CQLa WEF�TNER CQNCRETING PROGEDURES REFER TO THE "ACI MANUAL C}F CONCRETE PFtACTICE." ��NSION A:NCHORS SNAL� BE �OCATED NU LESS THAN 6 BO�T DIAMETERS '^RE?`E EDGES AND SPACED AT NU �ESS THAN 12 BO�T DfAMETERS � OTHERWISE. _ F�OOR SLABS ON GFiADE SHALL HAVE SAWN QR TQ(7LED a1NTS AT A MAXIMl1M SPACING C}F 12 FEET IN EACH DIRECTlCiN. IF LOCATE CC3NTRQ� JOlN7S ALONG CO�UMN GRIDLIR3ES. :i�RETE GQVERAGE FOR REINFORCING STEEL (ACI 318-95}: ,INCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" �ONCRETE EXPCiSED TO EARTH OR WEATHEFi: . #6 BAR THRC?UGH #18 BAR: 2" . #� BAR, W31 OR D31 W1RE, ANd SMAL�ER: i 1/2" . CONCRETE NOT EXPC}�ED TQ WEATHER N4R IN CONTACT WITH GRtJUND: . a. SIABS, WAL�S AND JOISTS (#1 � BAR ANQ SMA�LER}: . #14 ANQ NC} 18 BARS: 1 1/2° , #11 BAR AND SMA��ER: 3/4" . b. BEAMS AND C(?�UMNS: . PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 yi2"' REINFORCING STEEL: 1. EXCEPT WHERE dTHERWISE NQTED, REINFORGING BAF3S SHAL� BE GRAQE 60 EXCEPT TIES, FIELD BENT BARS AND BAFiS TU BE WELDED WHICN MAY BE GRADE 40. AL� REINFQRCING BARS SNA�L CQNFORM TO ASTM SPEG. 2. FOR BARS #8 AND SMA�LER, IAP BARS 36 DIAMETERS AT SPLICES IN CC?NCRETE. DO NOT WE�D OR USE MECHANICAL SPLICING DEVICES UN�ESS APPROVED BY ENGINEER. 3. HORIZ�NTA� BARS SHA�L BE CC3NTINUOUS OR IAPPED WITH CI�RNER BARS ° AT CORNEI�S. PFiQVfDE (2)-#5 BARS EX7`ENDING A MINIMUM QF 2 FEET BEYQND EDGE C}F AL� fJPENINGS QR STEPS. 4.., EXTEND REINFORCING STEEL A MINIMUM OF 2 FEET THROUGH CC?LD J(JINTS. Ct�4RQENATE ALL. GOLD JQ1NT LOGATIQNS WITH ENGINEER. 5. WELDED WIRE FABRfG SHALL CC}NFC?RM T(? ASTM SPEC. A-185. LAP WELQED WIRE FABRIC A MINIMUM C}F TWO FULL MESH GRIDS. STRUCTURAL W�OD FRAMWG: 1. EXCEPT WNERE NOTED OTHEFiWISE, ALL 2" N�MINAL LUMBER EXCEPT STUDB SHALL BE DOUGLAS FIR-�ARCH #2 AND BEITER. AL� SOLID TIMBER PC}STS AND BEAMS 3" NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH #2 UNGESS NQTED OTHERWISE QN PIAN. 2. STUDS SHA�� BE STUD GRADE AND BEf-fER HEM FIR OR DCJUGLAS FIR-LARCH. 3. FOUNDATItaN PLATES OR S{L�S SHAL� BE BQLTED (�R ANCHORED TC? THE FQUNDATICIN WITH NOT LESS THAN 1/2" DIAMETEft STEE� BC3LTS OR APPRC?VE� ANCNQRS. BOLTS SHA�L BE EMBEQDED AT LEAST 7"' INTC1 CQNCFiETE C}R MASONI�Y, AND SPACED NaT MQftE THAN 4 FT APART. THERE SHALl� BE A MINIMUM OF 1W1� BOL7S OR ANCHOR STRRPS PER PIECE WITM QNE BO�T C}Fi ANGHC.�R STRAP LOCATED NQT MORE THAN 12" OR LESS THAN 4" FRQM EACH ENd OF EACH PIECE. A PR(aPERLY S1ZED NUT AND WASHER SHALL BE TIGHTENED f3N EACH BC}LT TO THE PLATE. 4. 84TT�M FLATES 1N CONTACT WlTH CONCRETE SHA�� BE UF NATURALLY DURABLE OR PRESERVATIVE-TREATED LUMBER. `5. WOOD BEAMS BEARWG IN BEAM POCKEiS IN CUNCREfE OR MASQNRY WA�LS SHALL SEAR QN A TREATED 2�c BEARiNG BLOCK. PROVIDE 1/2" CLEARANCE AROUND END (}F WC?OD BEAM. PROUIDE 2�c TREATED B�C}CKING EACH SIDE OF BEAM AT BEARWG. 6. BLOCKING WITHIN FLOOR JOIST �PA�ES BENEATH POSTS NCITED ON PLAN SHAL� BE OF EQUIVALENT AREA 0� THE COLUMN ABQVE. SINGLE STUD TRIMMERS DQ NQT REQUIRE ADDITIC?NAL BLf3CKING IN THE FL4�R. - 7. BOLTS USEQ IN FRAMING CONNEGTIONS SHAL� BE INSTAL�ED WITH STANDARD WASHERS AND NUTS. � 8. REFER TO THE 2003 IRC TABLE R602.3{1) C?Fi 20431BC TABLE 2344.9.1 �QFi MINIMUM FASTEMNG SCHEDULE. A COPY OF THIS TAB�E CAN BE PR(�VIDED ° UPQN FiEQUEST. AS STATED 1N SECTIC>N 2304.9.5 UF THE 2Q(73 IBC SECTIUN °. 23{)4.9.5. FASTENERS FOR PRESERVRTIVE-TREATED AND 3 FI�E-RETARDANT-TREATED WQC?D SHA�L BE f�F HQT-DIPPED ZING-CC7ATEQ _ GALVANIZED STEEL, STAW�ESS STEEL, SILICON BRQNZE OR COPPER. FASTENINGS F(�R WQQD FQUNDATIUNS SHALL BE AS REQUIRED IN AF&PA TECHNICAL REPQRT No. 7. 9. UNI.ESS NOTED OTHERWISE, STEEL CL}NNECTORS SHALL BE USED TO JOIN RAFTERS, JOISTS AND BEAMS SUCH AS SIMPSON STRC}NG-TIE CONNECTORS OR EQU IVALENT. 10. WOOD NAILER PLATES ON STEEL BEAMS FOR TOP-FIANGE HANGERS SHALL BE RIPPED TQ MATCH THE STEEL BEAM FIANGE WIDTN. 11. MANUFACTURED J01STS SHALL BE FROM AN APPRfJVED MANUFACTURER IN THE SIZES AND SPACINGS INDICATED ON P[AN, IF JC?{STS FR(3M A MANUFACTURER OTHER THAN THAT SPEGIFIED ARE SUBSTITUTED, CQNTAGT EN�INEER TQ REVIEW SPANS, LUADING AND CONNECTIONS. FOLLOW TNE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOGKWG, BRACING AND WEB STIFFENERS. 12. EXTERIUR WALI.S SHA�L BE �6 STUDS @ 16" C?N GENTER C�R AS DESCRIBED BELOW, UN�ESS NOTEC? (�THERWISE ON PLAN: . WALL HEIGHTS 12'-6 AND LESS: 2x6 STUDS @ 16" . WALL HEIGHfi5 FRC?M 12`-6 THROUGH 14'-6: 2x6 STUDS @ 12" . WALL HEIGHTS FROM 14"-6 THROUGH 17'-4: (2}-2x6 STUDS @ 16" , WALL NEIGHTS GREATER THAN 17'-4: CONTACT ENGINEER CAP WITH A DOUBLE 2x6 TC}P PLATE dVERLAPPING AT CC}FiNERS AND AT INTERSEGTfONS WITH QTHER PARTITIONS. IF GVEF�IAP IS NQT P(�SS{BLE, STRAP TUP PLATES WITH STEEL STRAP TIES (SIMPSUN ST292} AT THE OUTSIDE G�.?RNER. . GASLE END WA��S SHAL� BE BA�LOON FRAMED TO THE BOTI"t�M C}F RAFTERS, LdC7KOUTS OR GABLE END TRUSS. . WALLS SNALL BE SHEATHED WITH 7/18" THICK APA RATED PLYW000 �R OSB SHEATHlNG RATEQ 24/16, EXPQSURE 1. BLOCK ALL H�RIZ�NTAL JOINTS: 8d NAILS AT 6"' AT PANEL EDGES ANQ 8d NAILS AT 12" AT INTERMEDIATE SUPPOR7S. . PRQVIDE (3}-2x10 HEADERS C�VER ALL DC}OR AND WINDOW C}PENINGS WITH ONE 2x6 TRIMMEFi AND ONE 2x6 KWG STUD EACN SIDE UNLESS NOTED dTHERWISE. . ALIGN J(31STS OR RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW. 13. INTERIOR �OAD BEARING WALLS ARE 2>c4 OR 2x6 STUDS AT 16" C?N CENTER WITH 1/2" GYPSUM WALL BOARD BOTH SIDES. CAP WITN A DOUBLE TOP PLATE TQ PROVIDE OVERLAPPWG AT CORNEFiS AND {NTERSECTION WITH PARTITIONS. IF OVERLAP IS NC}T PC7SSIBLE, STRAP T(3P PLATES WITH STEEL STRAP TIES (SIMPSUN ST292). PRQViDE (2)-2x10 HEADERS OVER A�L DOOR AR1D WINDOW OPENINGS WITH ONE 2x4 C1R 2x6 TRIMMER AND ONE 2�c4 OR �6 KING STUD EACH SIDE UNLESS NOTED OTHERWISE. , ALIGN JQISTS C?R RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW. 14. AT BEAM BEARING �OCATIC?NS IN STUD WALLS, PR�VIDE MULTIPLE-STUD POSTS EQUAL TO WIQTH QF BEAM UNLESS NUTED OTHERWISE. 15. FLC)QR SHEATHING: PROVIDE 3/4" THICK APA RATED STURDIFLOOR RATED AT 24" i�N CENTER Tt�NGUE AND GROOVE EXPC�SURE 1 FOR ALL FLOOR GQNSTRUCTlON. GLUE AND NAIL PANELS T(7 ALL SUPPC)RTS: 8d NAILS AT 6" AT PANEL EDGES AND 8d NA1LS AT 12" AT INTERMEDIATE SUPP�RTS. INSTALL SHEATHING WITH LONG DIMENSION PERPENDIGULAR TC} JOISTS AND STAGGER JC?I NTS. 16. Fi00F SHEATHING; PROVIDE 5/8" THICK APA PLYWC}OD SHEATNING RATED 40/2d EXPOSURE 1. INSTALL SHEATHING WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTING MEMBERS ANd STAGGER JOINTS. NAf�ING: Sd NAILS AT 6" AT PANEL EDGES AND 8d NAILS AT 12" AT INTERMEDIATE SUPPO�TS. . PROVIDE WINDJSEISMIC ANCHORS AT SUPPORTS FOR AL� RAFfERS, TRUSSES AN(� �OOK�UTS. , PRQVIDE SOLfD B�OCKWG PANELS BETWEEN RC}OF FRAMING MEMBERS AT BEARING TO PREVE(VT RC?LLING. 17. LAMINATED VENEER LUMBER (LVL} SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: . F�EXURAL BENDING STRESS: 2600 PSf . MODULUS OF ELASTIGITY: 1,900,OOQ PSI . TENSIQN PARALLEL TO GRAIN: 1850 PSl . CQMPRESSIQN PARALLELTO GRAIN: 2310 PSI . COMPRESSION PARALLELTQ GRAIN: 750 PSI PERPENDICULAR TO GLUE LINE . HORIZONTAL SHEAR: 285 PSI FOLLQW THE MANUFACTURER'S REGOMMENDATIQNS REGARDING BLt�CKING, BRACING AND WEB STIFFENERS AND MULTIP�E MEMBER CONNECTI(JNS. STRUCTURA� STEEL: 1. �ABRICATION AND ERECTI4N OF STRUCTURAL STEEL SHALL BE IR! ACCC}RDANCE WITH THE MC?ST CURRENT PUBLiGATIONS �F EITHER AISC-LRFb, AISC 335 4R AISGHSS. SPECIFICATlONS AND CODE 4F STANQARD PFiACTICE. 2. STRUCTURAL STEEL RQLLED SHAPES SNALL BE ASTM A5Q. TUBE SHAPES SHALI. BE ASTM A500 �RADE B. PIPES SHALL BE ASTM A53 GRADE S UR ASTM A501. 3. RLL BC?�TS USED IN S7EEL FRAMING �HALL GONFORM TO ASTM SPECIF1CATiON A325. ANCHOR BOLTS AND BOLTS USEQ IN TIMBEF� CONNECTIONS MAY BE ASTM A307. 4. TQRQUE INSPECTION SNAL�. BE PROV@ED AS REQUIRED BY THE BUII.DING INSPECTQR. 5. EXPANSIQN BC?LTS SNAL� BE WEDGE IYPE "POWER" OR APPR�VED EQUIVAL.ENT. MIMMUM EMBEDMENT SHA�L BE 8 D{AMETERS UN�ESS NC7TED OTHERWISE. 6. AL� WELDING SHA�L BE QONE BY AN AWS CERTIFIED WELDER. 7. DELAY PAINTING W17HIN 3" OF FIE�D WELDS UNTIL WELDS ARE COMPLEfED. 8. STEEL ANGLES THAT ARE USED TQ SUPPCIRT S7CJNE VENEER AND ARE IN CONTACT WITH CQRROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE A17ACHED TU THE FOUNDATIC}N WITH GALVANIZEQ t?R STAINLESS STEEL ANCMORS. 9. STEE� BEAMS BEARING IN BEAM POCKETS IN CONCRETE C7R MASC}NRY WALLS SHAL� BEAF� dN A 1 INCH MINIMUIM (BUT NOT GREATER THEN 21/2 INCHES} STEEL SHIM AND NQN-SHRINK GR(�UT, BACKFILLING PROCEDURES: 1. VERIFYTYPE OF FI�L W{TH GEOTECHMCAL ENGINEER. 2. CC?NCURRENT BACKFILLING QF EACN SI[�E OF RETAINING WALLS TO FINAL GRADES IS REQUIRED UNLESS TEMPORARY SHORING iS INSTA��ED. DCi NOT BAGKFILL AGAINST RETAINING FOUNDATIQN WALLS UNTIL SUPPORTING FRAMING ELEMENTS ARE IN PLACE, C?R ADEQUATE TEMPORARY SHQRING IS INSTALLEQ. GROUT: 1. GROUT BENEATH COLUMN BASE PIATES AND STEEL BEAM BEARING PLATES SHA�� SE NON-SHRINK, NON-METALIC GfttJUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 250fl PSl. GENERAL F�EQUIREMENTS: 1. CHECK ALL QIMENSIQNS AGAINST ARCHlTECTURAL DRAWINGS PRIOR TO CONSTRUCTION. C�O NdT SCALE DRAWINGS. CONTACT ENGINEEF� IF DISCREPANClES IN DIMENSIQNS ARE DISCOVEFiED. 2. THE STRUGTURAL DRAWINGS DESCF�IBE TNE COMPLETED STRUCTURE. THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED CONTRACTOR WETH EXPERIENCE IN THE CC7NSTRUCTIQN SYS7EMS AND TECHNIQUE� DESCFi1BED. THE CQNTRACTOR SHALL PRC}V{DE ADEQUATE SH(�RING AND BF3ACING IN THE PROPER SEQUENGE, AS MAY BE REQUIRED TCi ACHIEVE THE FINAL C4MPLETED STFiUCTURE. THE SEQUENCE C?F CdNSTRUCTION IS THE RESPONSIBILITY C3F THE CONTRACTOR. CONSULT WITH THE ENGINEER FOR SHC?RWG DESIGN ANQ RECUMMENDATIC7NS (NOT IN GC}NTRACT}. 3. THE CC?NTRACTOR IS RESPONSIB�E FOR THE MEANS, METHODS SEQUENCES AND PROCEDURES FOR CONSTRUCTION OF THiS PROJECT. NOTIFY STRUCTURAL ENGINEER (�F ERRORS OR OMISSIONS IN THE CONSTRUCTIQN DC?CUMENTS IMMEDIATELY. QO NQT PROCEED UNTIL ERRORS OR OMISSIC?NS ARE RESOLVE�. COORDINATE REQUfREMENTS FC�R ALL PENETRATIONS THROUGH STRUCTURA� MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE SAFETY IS THE SQLE RESPONSIBILlTY 4F THE CONTRACTOR. 4. OBSEFiVATlON VESITS BY THE STRUCTURAL ENGINEER AFiE FOR DETERMINATION OF GENERAL COMP�IANCE WITH THE CONSTRUCTION D4CUMENTS. THIS UBSERVATIUN VISlT IS NOT AN INSPECTION. THE CC)NTRACTQR SHALL C(�NTACT THE ENGINEER AT THE APPROPRIATE TIME TQ SCHELIULE THIS VISI T. 5. SUBMI7 SH�P DRAWINGS TO ENGINEER FOR STRUCTURAL STEEL FOR REVIEW f'RI�R Ta FABRICATION OR CONSTRUCTION. THE ARCHITECTAND/(JR CONTRACTOR ARE RESPONSIBLE FOR VERIFYING DIMENSIC?NS AND QUANTITIES. THIS REVIEW IS FO(� GENERAL COMPLIANCE WITH THE INTENT OF THE STRUCTURA� D RAWI NGS. 6. WHI�E EVEFiY EFFORT IS MAQE TO PROVIDE A COMPLE�E AND AGCURATE SET OF CC?NSTRUCTIC}N DOCUMENTS, ERRORS OR OMISSIUNS MAY OCCUR. RELEASE OF THESE DRAWfNGS ANTlCIPATES C(JNTINUED Ct�OPERATIQN AND C{�MMUN{CATI{JN BETWEEN THE GC7NTRACTCIR, ARCHITECT AND ENGINEER TQ PRt3VIDE THE BEST PC?SSIBLE STRUCTURE. ABBREVIATIONS LIST A.B. ANCHUR BOLT ABV. ABOUE ADJ. ADJAGENT ALT. ALTERNATE ARCH. ARCHITEC7 BLKG. BLOCKING BM. BEAM BM. PKT. BEAM POCKET BRG. BEARING CANT. CANTILEVER C�R. CLEAR CMU CQNCRETE MAS4NRY UNIT GOL. CO�UMN CONC. CONGRETE CONT. CONTINUOUS C.P. CRiPPLE P�ST DWL. DQWEL EA. EACH EQ• EQUAL ��p� EXPANSION EXSTG. EXiST1NG F.D. FLOOR DRAIN FTG. FOOTING G•�� GLUED LAMINATED HDR. HEADEFi NC}RIZ. ypRIZQNTAL INFO. INFQRMATIC}N JSTS. JOISTS K.S� KING STUD LLV LONG LEG VERTICAL L(�NGIT. LONGITUDINAL ��� �IGHTWEIGHT LVL (,.AMINATEQ VENEER LUMBER MANF. MANUFACTU(�ER �•C� QN CENTER � PLATE REF. REFERENCE REINF. REWFORCING SCHED. gCHEDULE �•�•P• STRUGTURA� INSUTATED PAt�EL STL. STEE� T.B. THROUGH BOLT T&G TONGUE & GROUVE T� TC?P QF ��F TOP fJF FOOTING �Q� T(�P (�F WA�L TRANSV. TFiANSVERSE TRTQ. TREATED T� TUBE S7EEL �P. TYPICAL VERT. VERTICAL V1F VERIFY IN FIELQ W.P. WATEftPRQOF W/ WITH � � r a -• : ' ! 1 � ' • i Q ' i � ' • :: � � � . • �. . �. � ' • ! � � � ' � � � � � • � i � � � i �: � Is � ' � ' � : � ' � � � � � � � Q ' • `C :: a► . • , Q ' � � � � � � � Q ' i : � ' • � � • ' � :' II U1f ' ! St � ' � � � i ' t � � � � �` ' • ': •• .. � � � .. � • � ~ �f �i ' ! ' •• � � � � �� � � � � �' � ' i � ' • ii � ' • STEEL C(�LUMN BEARING PLATE SCHEDULE: SCALE: 3/4" = 1'-0 R TYPE THICKNESS PLAN VIEW ANCHORS FTG. N�JT SHOWN r,b I � (4}-1(2"Qix10" A. B.'s 1Q 5/8° � �R EXP. ANCH. 1a' ja' - :° 1 �" 8�� �� �,� ��� Q �/g" --��.� �°�° (2}-112"l2fx6" EPDXY ANCNC?RS 0 3/4" 0 � �� - r GC}NCREfE WALL �" CONCREfE WA�� �� �� 4 4 (2)-112"0x6" �� �� `2t� EPC7XY ANCH4Fi5 I 3� 5/8" r� 1 �° `"�Y ��� 3�° � �n 4 � _ ._,� CUNCRETE WALL -� Y � ,=�ii = (2}-1/2"f2Sx6„ � ��� ��, '- EPOlCYANCHQRS r�i� �� �� � ��� (2j-#5's CC}N7. H�RIZ: PER PIAN TOP & BOT. TOW � i. . . � . � . � ��,. � j.■r..■ i A . ' BRG. SADDLE: BRG. �. - 5/8" xE WIDTH x0'-10" SIDE RS - 1i4'"x! (2)-3/4" � T.B.'s 2xDECKfNG PER AR�' ' DECK JOISTS PER F 6 x 10 W/ (2}-518°� T 8 x 8 POST NOTCH TOP FQR 6 x 10 (DQ NOT OVER CUZ (5}-1Dd NAILS INTO EA. LOOKOUT � Q ' SOLID BLKG. BTWN. ' LOOKOUTS INDIGATES 2x12 STRU�CTURA� SUB- FASCIA, Tl'P. 2x12 LOC?KC7UTS @ 2�" O.C. 2x6 EXfERIOR WALL RAFTERS @ 24" O.C. i • : • •` , . * / � ■ ,� r • �: • M • � TC7 SLAB I' a o � � 8° THICKENED SLAB EDGE W/ (27-#5's CONT. HQRIZ., TYP. � �n I � ICAL THICKENED EDGE [�ETAIL � � � FULL (2)-#5's x �{�', ��-� �2} -#5's CQNT. HORIZ. (7P & BOT. �.. . � E:� � -� FUL� (2)-#5's x HT. ��-a ��-o PER PLAN EXTEND NORIZ. REINF. Ti7F 2'-0 PAST STEP TYP. � FOR REMAINDER QF REINF. fNFO. �REF. TO APPROPRIATE DETAIL 1 e C�NT. 2x12 RIM W/ (4)-1Qd NAILS INTO EA. DECK JC31ST SCALE: 3/4° = 1'-0 i `i• ' �`il SCA�E: 314" = 1'-0 . • w . w .• � � •� ! • i , ? �: `�* 4��*:� l 4 � �� � �,, ` �... ��� � � ,� � s a{�� � w3. ��',�.�Y� `� .,a��"�.;;_J � • � * . . a • • s • • ■ s � 0 �. �: "� � � � � i� � •� � � ii � �. � i � � � !� � �1 1 �� � �..'; f> �.�? �w� �-�: � • � P R C� J E C T; 0208-05 DRAWN BY: JPL REVIEWED BY : JPL D A T E: PERMIT 04.18.fl�i �EV�sia��: REV. PERMIT 07.10.fl6 � � � * � � 4 � - �� - _ _ A � 12"Qi PIER A I P 12"Q9 PIER _ _ I- � l- � g . -,�,�' 4" 6'-11" 3'-5" �d � 3 � 15'-4" 10'-6" 1 Q'-S" r� � > ��a%: ��, � s%, ,��� f � �/ �- �� � \ � N - � � \ � � `�° �� /\ ( TOW = 8619'-9 3/4 � Q � 1%'°` A � TOF = 8614'-9 3/4 � � TOW = 8619'-9 3/4 �3 � ''' , REFER Tt� ARCH. FQR � 1 TOF = 8614'-9 3/4 =,�, BM. PQCKET � 5" CONCRETE SiAB t�N 4" DIMENSIONS AND � STEP �p CLEAN GRAVE� BASE ON L(�CATiQN OF PATIC� SLABS TUW = 8619'-9 3/4 `�' UNDISTURBED GRADE C7R � SNI, pt�CKET TUF = 8612'-9 3/4 �� �� COMPACTED STRUCTURAL � `"' F{��PERSOILSENGINEEi�. r _._--- -------.--.------� — B � A w �� B A\ � REINFORCE SLAB #3 REBAR ' � �`o ,>, @ 16° Q.C. THROUGHOUT. ( I \ / % `�/' PRQVIDE 1'" DEEP SAWN (JR �/ TQULED CONTROL JOfNTS I 1 ��3 BM. PQCKET -n,P. �? AT 12'-0° MAXIMUM SPACING ( S10 °' EACH WAY. C � TOW = 8619'-9 3/4 $ �O 7 /� 2 f $&,��"-6 TOF = 8fi14'-93/4 CRAW�SPACE Si� � S12 � � S1 � TCJ SLAB ( 8'-11" $'-11° A/ � � � i s�o�E FrG. � \ �� T STEP k1 "" 2 0 V � SLAB j TQW = 8619'-9 3/4 �' �_ ° � � � � TOF = 8610'-9 3/4 s- INDiCATES THICKENED EDGE I ( 11 �_6° 6'_4° 8,_8�� � 6�_�,�� � 2'-8" ( FTG. J � 1'-�l�� �� �� STEP 3 � 512 TOW = 86i $'-9 3/4 S12 � � ��. ( TOF = 8579'-8 I�__�� _ � STEP tr _J �I p � r TOW = 8fi1 �'-9 3/4 BM. POCKEf ° I TOF = 86Ct6'-9 3/4 TQW = 8599'-9 314 �—�j � � Cd TOF = 8579'-8 � ° � 2 _� `�' BM. POCKET `� � � � �, ` � S9 I I TOW = 86i 9'-9 3/4 I i� ,„„„ _�, I TOF = 8579' 8 I ISC�LATED SPREAD FOCJTING �GHEDIJLE LABEL DIMENSIQNS REINFORCING A 2'-0 x 2'-0 x 1'-0 (3)-#5's x 1'-6 EA. WAY B 2'-6 x 2'-6 x 1'-0 3)-#5's x 2'-0 EA. WAY G �'-0 x 3'-0 x 1'-0 (4)-#5's x 2'-6 EA. WAY D 4'-0 x 4`-C} x 1'-0 (4)-#5's x 3'-6 EA. WAY E 5'-0 x 5'-(J x 1'-6 (6)-#5's x 4`-� EA. WAY TOP & BOTTUM FCJ U N DAT I C� N P L,A� SCA�E: 1/4" = 1'-Q PLAN NOTES: 1. C(�NTINUOUS F(J071NGS ARE CENTERED BENEATN FC7UNDATION WALLS UN�ESS NOTED UTNERWISE 2. CONCRETE WAL�S AF�E 8° THICK UNLESS Nt3TED UTHERWISE 3. GONCRETE FOCiTINGS ARE 8" THICK AND 1`-4 WIDE UNLESS Nt�TED t7THERWISE 4. CC)NTACT ENGWEER IF t�VER-EXCAVATION !S REQUIRED TC} FWD ADEQUATE SOI� BEARING 5. STEPS IN TOP OF FC?UNDATION WAL� ARE INDICATED: u__ k�,� 6. FLOOR SNEATHIN� 1S 3/4" T&G APA RATED STUR�IFLOOR, EXP. 1, SPAN RATING 24" O.C. 7. Q INDIGATES CUNNECTION TYPE. REFEF�ENCE SCNEDULE SHEET S1 8. DO NQT SCALE DRAWIN�S. VERIFY A�� DIMENSIQNS PRIC?R TC} CONSTFiUCTION. 20'-0" v 12'-0�� 7'-$" v 4'-4° ��_�,� 8 S9 � o �'`� `� HATCH INDICATES Ft}UNDATION — A � �. A � � - CRAWLSPACE � I WALLS ARE NQT DESIGNED Td � '` ( TOW = 8616'-0 I � � a� � RESlST LATERAL SOIL — �� �� � ��, � T�F = 8579-8 , STEP 9'-11�" 4'-6�" g�_2�� I �'-�,p g'-���� � ( PRESSURE. ADJACENT GRADE � � q `� TU BE SQIL NAILED FY (JTHERS TQW = 8609 9 3/4 r�� 1 TQW = 8619'-9 3/4 ��* AND MUST FC?LLOW TOF = 8603'-9 3/4 1�0� = 86t33`-9 31� 4—``�" � gM. "' � TO S(J�B � 2�_$�� RECdMMENDATI4NS PROViDE �T��, _� I 1 POCK�1' 1 BY HARTMANN ENG., INC. �N �? � � '�.`-° '-fl° �_�" �, FTG. TOW = 8609'-9 3l4 °° I� S12 `� TOW = 8610'-6 = STEP TC?F = 8801'-9 3/4 � TOF = 8579'-$ �� � TOW = 8609'-6 3/4 `�? . 1 � 2'-8" S10 `� � S11 TOF = 8595'-9 3/4 N �� �� �� S13 CRAWLSPAGE I cS'i N 2-0' � � '-fl" ' '-0" o �? � `�, I � � � � o x TC7W = $614'-6 � � I `v � 4 0 � _ � TOW = 8609 9 3/4 �$� � � . '�" T4F = 86Q3 -9 314 ,„ I I 5'� "' NOTE; TC1P OF StJ1� ° - �' NAILEQ W AL L Nt� T T O � - = e, 2 TOF = 8595'�9 3/4 'C� � 2'-10" " 1'_6" � _ FTG. ` � HATCH INDI�ATES FC?UNDATION i �'— GO BEYOND BOT. '' � � OF IS(JLATED FTG.,lY�'. FTG. STEP � WALLS ARE NOT DESlGNED TO S12 � STEP °" 1'-4° � � TCiW = 86{�9'-0 3!4 cv 6 RE�IST I.ATERAL SOIL PRESSURE. g � TOW = 8588-9 3/4 '-0° �_fl�� �_0° TOF = 8579'-8 �r ��-8° S9 ADJACENT GRAQE TO BE SOIL .°�� * 2'-8" 70F = 8579'-8 � , „ 2 "? �,� � �_p VERIFY ELEVATC)Fi ❑ NAILED BY QTHERS AND MUST a, '� TEJW = 8614'-6 �� S11 � CFiAWLSPACE � �� 1'-4" Tt?W = 8597'-70 SPEC. FfEQU(REMENTS FC}LLC7W FiECC7MMENDATIONS � TOF = 8596'-0 FTG. � ( � - — o TOF = 8595'-9 3/4 �=� W/ E�IG. PRIOR TO Pf�pVIDED �Y HARTMANN ENG., INC. TOW = 8598'-0 �- POURING FOUNDATIC7N FTG. . S7EP � TOW = 8598'-9 3f4 _ _ - � TS�F = 8579"-8 I 0 _ TOF = 8579'-8 '� � p� — STEP ^--^---�..-�,�,, A 1'_4�� �� �� S12 . � `� �. �-� � CRAWLSPACE � -- Q � � � � �� � � _ 1�_5�� 1,_5° �-- � . � � _� � TC?W = 8609'-9 3/4 �]2 I 9'-11,�'-�� �.�'.. 12�_0�° 4'-3" I � Q 8'-9" FTG. �� ` ,, TCiF = 8596-0 STEP � d�� TOW = 85J9'-9 �I4 ° � � S13 ��_g�� [�2 � a, TOW = 8593'-0 co TOW = 8593'-Q TOF =- $57�'_8 .". � ____ � � � FTG. g `o TUF = 8584'-8 N � TQF = 8584'-8 ' � � - � - 3 � _ �. �' S12 � �- ( � STEP S11 D ,t, 2'-�" g `" _ I � � dTE: 70P QF SOIL S9 TOW = 8609'-9 3l4 -`��' - � TOW 85�8'-9 314 PC7CKET � _ � GO BEYOND BC1TT TO � '_Q° ' �_0° � _ °I"QF = 8579'-8 � ° T�F = 579"-2 I TC?W = 8589 -g 3/4 �, �„ � � ( TOF = $579`-8 _ _ - _ � OF ISOLATED FTG.,TYP. T�W_ 8606'-6 � �? TOW = 86fl9`-6 3/4 ,�C' �s / „ � �� `�' -�.�''�.-^...^�'�. , T(aF - 8579'-8 � �, � �, Q I "' T4F = 8596'-0 P�C}3CKET / � 2 ��� � � CRAWLSPACE 2 ( � � � -0 -0 � ( ,,,,.-STEP � �� S11 I �' S ,/ � ,--��, � SLAB � -0 8 � 9'-102" 7�_��� $�_4g�� ��_��� S10 ( 5�_��� S10 8'-104"' j I{ TQW = 8609'-6 3/4 S12 � -,= �,,,.• 8579'-9 � I TQ� = 8596'-0 / ' / �� Td� � q�� FTG. = 2'-2�° 8580-Q . � `r �''"� 'r. � STEP �'� °�� I T(3W = 8595'-8 7t� SLAB 3 ,,, / �'''' 6 I ° -C°�' TQF = 8579'-8 _ �_ S10 � 7�C}W = 8598'-9 3/4 �1�.'�� ..,.-- y. 8579'-6 S11 70W =$5$9`-9 3/4 TC}W = 8589'-71/4 TOW - 8602 11 I � � _ � � TC?F = 8579'-2 �„ -'' �= ''� 70 SLAB POCKE(' TOF = 8579'-2 � � TOF = 8577'-8 �� FfiG. 7QF = 8579-$� �. I � , cs�' � �' A� p' TOW = 8593'-fl cv ;� E�— � STEP BM. P(7GKEf "� � C° 5� 3 "'� � rn .,Y T4F = 8577 -$ —1 � � TOW = 8808'-10 -°� �ds TQF = 8596"-0 0 � BM. POCKET � o I 1 W - -� �' _ _ � �,,. BM, PC� KEi `�' 4'-11" ° � F('G. � � � � I STEP � -�-�'' � HATCH INDICATES FOUNDATION 1NALLS ° N 12��� ' = c? il I ` -'"� �. ARE Nt�T DESIGNED TO RESIST C° ��E� � " �,, BM. P(7CKET „�l LATERAI.. St�IL PFiESSURE. ADJACENT � TOW =$588'-9 3/4 2`-8" � � � I BM. PC?CKET � '�a 8578 -3 � TOW = 8599 -9 3l� � cv � I .��-A`� �;-8' GRADE TO BE SC71L NAILED BY QTNERS TOF = 8579'-2 1_�, — -- �--�- � TQ SLAB 8580 Q T(7F = 8579-8 „ AND MUST FO��QW „ " � ,�.0` � �N TOF - 57 9'-�4 � Tt7 SLAB � '�_�„ � I RECOMMENDATIC;NS PRC?VIDED BY = , � � CRAWLSPACE ` BM. POCKEI° HARTMANN ENG., ING P� S� � I �' STEP SIAB �T�p HATCH INDICATES Ft�UNaATIt�N WALLS ARE NQT ( � 4 � v' TQW = 8588'-11 1i2 � pESIGNED fiC7 (�ESIST IAT�FiAI.. ��ifL PRESSURE. �� � BM. PQCKET ADJACENT GRADE TC7 B� SOII. NAIL�D BY t?THERS S12 fv �0 5 TQF = 8577'-8 � � 4„ CQNCRETE SLAB (.�N 4" CLEAN GRAVE� � '-0" '-q" AND MUST FC3LLOW REC(JMMENQATIC?NS PFi{�VIDED �'' ���`��� \ �� S11 N� -�,�', BASE �N UNDISTURBED GRADE OR r 2'-8'" BY HARTMANN ENG., INC. T4W =$598'-9 3(4 cs? �� �� FTG. � r� BM. PC}CKE7 c� m 1�_6° 0�� �_0° ` � � 4 GONCRETE SLAB ON 4 GLEAN STEP ,- I ENUGINEERE REIN ORCE SLAB WPH SOILS S10 o Tpy� � ggp� g ` TOF = 8579-2 GRAVEL BASE ON UNDISTURBED � BM. PUCKET �- T O� = 8 5 9 6'- 0 6 x 6- W 1. 4 x W 1. 4 W E L D E D W I R E F A B R I C '_ I I GRAQE OR CC7MPACTED STRUCTURAL � TOW = 8588"-9 314 � THFi(JUGH�UT. PRQVIDE 1" DEEP SAWN QR TOW = 8588 9 3/4 � I FII.L PER SC}I�S ENGINEER. , � TC}F = 8577-8 TQtN = 8599'-9 314 cj � REINFGRCE S111B WITH 6x6-W1.4xW1.4 ''' TOF = 8575-8 T�OLED CONTRCIL JOINTS AT 12'-0" `�,`" `fOW =�LC)PING °'� TOW = 8588'-11 1/2 1 „ „ � �� �o � TCiF = 8579'-8 BM. P4CKET MAXIMUM SPACING EACH WAY. 1 �C�F =$���'-� � WELDED WIRE FABRIC THRdUGHOUT. TOF = 8574'-8 �G. 1 1-4 �ry PRC)VIDE 1" DEEP SAWN C?R TOOLED \ � �," STEP ° CC3NTROL JOINTS AT 12'-0"' MAXIMUM TOW = 8078'-4 � CO E S� � 2�_8�� ( i`-�'" � _ SPACWG EACH WAY. ' ` � � � t� � E � � �� TOF = 8575-8 \ 4 -S� , 1 --''�' � `� I ''�w � z}" � FTG. ` TO SlAB Sg / f I I � BM. PC}CKET zo I �`�° • STEP ,- o � � � "� /' �'° '/ , TOW = 8583'-31/2 � � � �;� / ./ -/ 3 25'-Q" TC3F = 8577-8 1'-1(}2° � 7QW = $�93"-0 � / �.�" S9 � . � TQF = 8�79'-8 �° TQW = 8579'-6 � � ( �r «� FTG. 4[� TOF = 8575-$ JN CV �T�P � � � � 9 -6 2 -6 9 -6 4 -0 �, � u � n � n i ri (,Ca �� � TOW = 8578�-4 „ � �� , � " � g� 6 1'_9" � �_g° -0 -q 12'-1fl'�" 3,_�$�� 7C3F = 8575� �� ,, � l � = 2'-8° � �,.- ---- � „ ''` 2 TOW = 8577'-4 TOW = 8077"-4 r- � _ ,.�' ,^.�q „ ��.t�' � � ''� � �,.w �'-�Ci�' S9 TOF = 8574'-8 8578'-0 1 TOF = 8574'-8 FTG. � _ �' �� S7EP � TC?W = 8589 112 �=�� :� 2 T(�W = 8579'-6 ,� TO SIAB _ � , q - S9 TCiW = 8581'-0 ' TOF = 8576`-8 `�5� TOW = 8583'-3112 � T4F = 8574'-8 P�. TOF = 8579'-8 � m ;� .--�'1 g�=t�i TC?F 8574'-8 s � BM. POCKET TC)W = 8586'-0 __._--,---- . ' T�F = �576'-$ �� —' � � � �'-p" � TQW = 8578'-6 TOW = 8578'-6 � _ � 4 `� 1` °� _._ S13 TOF = 8574'-8 TQF =$574'-8 1-4 0 2 10' S13 �_ � E � �'.��' `�2 � � �r� ����z �f � �# � � w t� „� � � �; �° �� ��'�K � � �v��� "b' � � � �� �� � � � � � � (.� � � t3'3 3) L�., � � � � � � � � � t� � �� ��� ° �"t, ;�:� \''� � � � "'� � � � � ��' � �� � i �i "� i' � � � � � �* � , � �� � • � P R Q J E C T � 02�J8-05 dRAWN BY: JPL REVIEWED BY : JPL D A T E: PERMIT a4.18.06 REVISlC�NS: �EV. ����aT ��.-�a.o� FiEV. PEFiMIT 07.25.06 ! `r.f � � �t 1� � �..! � � L��`'1 t V m 1 1l2" (..T. WT. TUPPf NG 3/4° T&G PLYWD. SB CUNNECTION: � 4x4x5i16 x 0'-9 W/ (2)-5/8'"�x5" EXP. ANCH.'S EA. SIDE OF LVL BM. BRG. �t?: 112 x BM. WIDTH x Q'-4 4'+ � a � � �� a � 14� , a "NP: � d — d. � �r �� � CRAW�SPACE �� �,�� �n 4 ��i � ..� . • . . • !'1 3I1 g�� z � C? Y �(.:A�C: �/4" _ f— STL. BM. PER PLAN Wf � WIQTH QRlVE PINNED TC FIANGE @ 16° o.�. (2x r � PEFi PLAN ,L ��� �'� � � L 4x4x1/4x0'-8 W/ ' (�)-112°�6 x 6° EXP. ANCH. (iW� EA. SIDE OF WEB} BEAM P{�CKET (PR(�VIDE 112'" MIN. CLEARANCE) & BFAR ON 1" MIN. STL SHIM & NUN-SHRINK GRQUT :7 1" TQ STL. �— STL. BM, PER PLAN WJ � 4"' WIDTH DFi1VE PINNED T( FIANGE @ 16" Q.C. �" {2x NQT SH4WN) �f'.Al F• �i4" - TO STL. FITfED 1/4" WEB ` STIFFNER EA. SIDE OF WEB CAP f�: 3/4'kBM. WCDTH x0'-8" W! (2}-51$° !�i T.B.'s (C?NE F�t. 81DE QF WEB} TS PER PL.AN -----`� ?ac6 EXfERIOR WALL— WATERPRC}QF MEMBRANE PER ARCH. 3'" QF STC}NE & MC?RTAR BED PER ARGH. 3/4" T&G PLYWD. SLQPE T4 F.D. ti 8589'-9 . .. . ; ..., r � r � . . • � ft�i�'� SHEAR TAB: 1f4'�c 4"x0 STL. BM. PER PLAN W INIDTN DRIVE PINNEC FIANGE @ 16" O.G. (� � � � i 3/4 x11 1J4 �VL @ 16" O.C. GC?NT. 2ac12 LEDGER W1— (6)-12d NAILS & (1)-1/2"Q3 x6" lAG @ 10" Q.C. STL BM. PER PLAN W% 2x BM. WIQTH DRIVE PINNED TO TOP FLANGE @ 16'° O.C. (PACK WEB SOLID & BC)�T W/ TWC} R(�WS OF 5i8"� r.e.�s @ �s�� o.c> 1 1/2° LT. WT. TQPPING 3/4" T&G PLYWD. — � � °� ° ` 8590'-Q _ TO PLYWD. � -I�! �1i T`r'P. �'�H �� 7(� ST�. 11 718" I-JCaIST PER PLAN � WATERPROOF MEMBRANE PER ARCN. 3" OF STONE & MORTAR BED PER ARCH. 3/4" T&G PLYWD, --� � r , DEGK J�IST PER PIAN — CONT. 2x$ LEDGER WI — (4)- 12d NAILS & (1)-1/2°Q� x4" LAG @ 16"' O.C. STL BM. PER PLAN W/ 2x BM. WIDTH DRIVE PiNNED TQ TOP FCANGE @ 16" O.C. (PACK WEB SflLID & SU�T W/ TWC? ROWS C}F 5I8"� T.B.'s a� 16" O.0 ) 1 1l2" LT. WT. i'(�PPING 3/4° T&G PIYWD. °--- �-- ocnn�n � TO PLYWQ, 8589'-9 3/4 11 7/8" I-JOlST PER PLAN C(JNT. 1 118x11 7/8 LS� F�IM-BOARD PER PLAN � � �� .... �a' PER PIAN TO ST�. FITfED 1/4" WEB — STIFFNER EA. SIDE OF WEB STL. BM. PER PLAN W/ �c BM. —f WIDTH DRIVc PINNED TU TOP FLANGE @ 16" O.C. (?�c NOT SNOWN) BRG f�: 5/8'kBM. W1DTH x0'-10" W/ (4}-5I$" � T. B.'s (TWO EA. SIDE fJF WEB) = 1'-0 WATERPROOF MEMBRANE PER ARCH. 3" C7F STONE & MQRTAR BED PER ARCH. 3/4" T&G PLYWD. � � • � � � � � ,. Y Td STL. KNIFE �{? : 1/4" x BM. WIDI'H x 0'-8 W/ (2)-3/4"� T.B.'s ��� ���� e �8x8POST SLOPE TO F.D. ��� CQNT. 1 3/4 x71/4 LVL @ 16" O.C. STL. BM. PER PLAN W/ 2>c BM. WIDTH DRiVE PINNECi TO TOP FLANGE @ 18" O.C. � 3/d" = 1'. 3" OF STtJNE & M(JRTAR B�o pER a�cH. 3/4"' T&G PLYWD.--ti r • � � r � TO STI�, . . S�QPE TtJ F.D. C�NT. 1 3i4 x7 1/4 �VL Ca7 16° {�.C. r� r � .! � i �` ' • ' � .� -� � � �lP. . +�r� • . • •• � � �• � R � w w �► • • . . M � # • w � � w t� �. � , � � � � i� � .� � � �� � � � � � � � �� � � � �� � � � � � � � � � • � P F� G J� C T: 020�-05 DRAWN BY: JF'L REVIEW�� BY : JPL � A T E: PERMIT C}4.18,06 REV(�IONS: REV. ��RMlT 07,10.06 REV. PERMIT 07.25.06 � �# � ��� 11I► j Nlr � « �►- � � 2x NON-BRG. WALL . � .. . r � � r � � y w � r � it���� i i ' � • r y �. . . ■ . _r. � BRG. SADD�E: —� BRG. i� - 5/8" xBM. W @TH x0'-1 Q° SIDE Rs - 1/4'x8'k0'-10 WI (�)-3/4" Q1 T,B.'s — : '�s , ■ � � r �� r r � �� �'0� �x6 EXTER(4R WA�� — C�NT. 1 if8x11 7f8 ��L RIM-BORF3D PER PLAN Dt� NOT QVERCUT • , � -� • � � •- A- . �-��' II !: �`• :: .� 2x6 E?fTERIOR WALL — WATERPRQC}F MEMBRANE PEF3 ARCH. 3" {JF STI�NE & MC�RTA(� BED PER ARCH. 314" T&G PLYWD. SLOPE TQ F.D. 1 f�i • r Q r 2x10 � 16" O.C. —' CQNT. 2x1 d LEDGER 1N/ - (s}-i 2c� Nn,��s & (�}-�/s° � T.B. @ 12" Q.C. �1 1/2" LT. WT. TQPPING � 3J4" T&G PI�YWD. _ _ _ _ _ 11 7/8" I-JOISTS PER P1.AN CONT. ?�12 LEDGER W/ (7)- t2d NAILS & ('O-112"QS x5" (AG @ 16'" O.C. (EA. STUDj 1 1I2" l.T. WI'. TC}Pf�ING 3/4" T&G P�YWD. � � � — — PEf� PLAN TC} RLYWD. . i . . . . . � • •• • .► C i` ' � i ! ' . • f 6 x 12 NUTGHEC} @ END 1 1i2'� wt (2)-518°� x 12° LP,Gs 8 x 8 PQST N(�TGN TQP FOR 6 x 12's CQNT. 1 1I8xi i 7f8 LSL I�IM-BOARD PER PLAN I-JUIST BLKG. PANELS @ 24" IN FIRST JC?lST SPACE W/ (5)-8d NAILS INTO EA. PAN E�, `IYP. 1 1/2" LT. WT. TOPPING 314" T&G PLYWD. _ _.�______ ��QO,-� . . __ TO PLYWD. "�" PER PIAN TC� STL. 11 7/8" I-JOl6T PER PLAN STI�. BM, PER PLAN W/ 2ac BM. WIDTH DRNE PINNED Ta TC?P FLANGE @ 18"° (J.C. �t�ai �� ��a�j — � �_n i '� CC3NT. 2x12 LEDGER W/ {7)-12d NAILS & (1)-5/8°fZ'1 x4" U�G @ 16° d.C. (EA. STUD) INDICATES 2x�2 —' LOCiKC?UT5 �7a 24�� Q.C., TYP. INDICATES 2x12 — STRUCTURAL SUB- FASCIA, TYP. w • ` • . w : ti �M • r � •* ' r • • • • .... � . 7� STL. FlTi'ED 1/4"' WEB — STIFFNER EA. SIDE a� w�� �'3T ` " ' � � ��� TS PER PLAN BR�. IE : 5/8"xBM. WIDTN xQ'-10° W/ (4}-5f8" � T.B.'s (1WCi EA. S�DE QF WEB} (2)-518" � T.B.'s (�NE EA. SIDE OF WEB} PER PLAN ,�{„ TQ STL. I � STL BM. PER PLAN W/ 2x BM. WlDTH DRIV� PINNEQ Tt� TQP � I FLANGE @ 16" Q.C. (2x NC7T SNOWN} GAP i�: 5/$"�BM. WIDTH x0'-8" wr t�>-s�a° �t T.e.�s (ONE EA. SIDE QF WEB) = 1'-0 (4}-5i8° fZ� T.B.'S (TWO EA. SIDE dF WEB} , .. , � �FER PLAN Y TQ STL. a 0 4-'" a � r � • i i r � � � � � � � � . . • • t FIl-fED 1/4" WEB STIFFNER EA. SIDE o�= w�s �— (2}-1I2" f� x6" LAGS THROUGN 38° B(JT. FIANGE OF STL. BM. i : '�'� �� SOLID BLKG. BTWN. RAFCERS L�VVE R ROC� F / 8�0��_��� FL��R FRA� i�� PL�A� �c��.�: �,�.,� ���_� PLAN NUTES: 1. FLOOR JC}ISTS ARE 1 7(8" SCV6000 S RIES @ 16" UNLESS NOTED OTHEFiWISE 2. FLOOR BEAMS ARE F NLESS NOTED "DROPPED" 3. TOP C?F STEEL BEAM ELEVATIONS ARE NC?TED: (####'-##) 4. FLOt�R SHEATHING IS 3/4" T&G APA RATED STURDIFLQOR, EXP. 1, SF�AN RATING 24" O.C. 5. ROOF RAFTERS ARE 2aci2 @ 24" UNLESS NOTED QTERWISE. c 6. ROOF BEAMS ARE FLUSH FRAMED UNLESS NQTED "DRC?PPED" �. ROUF SHEATH(NG IS 5/8° APA RATED SHEATHING, EXP, 1, SPAN RATING 40/20 8. POSTS C(7hJTINU{?US BELOW ARE INDICATED: � POSTS FROM ABOVE NOT CC}NTINUOUS BE�C}W ARE INDICATE[7: ❑ 9. INTEFfiIOR STUD BEARING WALLS ARE INDICATED: �%� 10. Q It�DICATES CONNECTION TYPE. REFERENCE SCNEDULE SHEET S1 11. DO NOT SCALE DRAWINGS. 12 3� i "�� a �� � � ■�� r ■ � � l � ■ a . (�A T`(P. in G "` `�— 6 x 12 W/ (2}-5/8"�6 fi.B.'s ��_Q�� ((4}-T.B.'s @ SPLICE IF REQ'D.) 8 x 8 POST NC�TGH TOP FC7R 6 x 12 (DO NOT OVEFC CUT} SCALF: 314" = 1'-0 1 S4 STL. 8M. PER PLAN W12x BM. -----� WIDTH DRIVE PIRlNED TQ TQP FLANGE �ia 16"' f?.G. {?ac NUT SHCIWN} FIifED 1J4" WEB — �TiFFNER EA. SIDE OF WEB �����Jm� � a" �� .. � �r.,.,�- Tn,-nT,-�. ,,,� n_..,, .� ,-�- TYPICAL EXTERIQR HEADERS A�� (2}-� �Ia x � �/� �.v�.�s w� (1)-2x6 TR(MMER & (1}-2x6 K.S. EA. SIf�E, i(�DICATED THU� 1 �-- aM. Pc�c�Er � � � � � � c� � N ..,. �.�,� fl�� � �� �`�����. ��� �� ��������� ���� � �� � ��� �, . °,, �����m . :� �v ��f �° , �:�� t�'�,< � : . • � . • .• ! � •� f � � ! � +�r � • � . . • • �► �w • w � � � � �, x�= ; � '� ' ,�� � s � ��;��� � � � '� � � i �` i� � "' � � �� "�1 � � i � � � f� � , � �� � P R t� J E� T: (�2C?8-05 � �{ a �/1/ � � ir ; �cP�. REVIEWED BY : JP� D A T E; PERMIT t}4.� 8.�16 � REViS1�NS: �� REV. PE�MiT 07.1Q.06 REV, PERMIT t�7.25.C�6 3f� Fi�V. PERMIT C1�.26.C17 � ��V�s�� o�.��.�� L.tJW�}� RC}C�F / ���4�_a�� FLC�C�R FRAMING P[_AN & I� ETAI LS � L---- CAP fC: 5/8'htBM. WIDTH x0�_10„ W/ (4}-5f8" �T.B.'s �rwa �r. si�� o� w��} rw SCALE: 3/4" = 1'°i� � a.�,.e � � ��� � . � � � � �� .� ��� �� �� � � 3" OF STONE & MORTAR BED PER ARCH. 3/4" T&G PLYWD. 8609'-9 � ....: ..:...... ... . .. .. .. .. ... TO PLYWD. � 1YP 1 3i4 x7 114 �V� � 16" O.G. � • �• . . ...*�. i � 1 • • � Y . • A : i` �` : �. .,. : • i •• • � ssos�-s TO P�YWD. X� TYP 1 3/4 x7 1/4 LVL 16" C?.C. � @ CONT. 2x8 LEDGER W! 1 (4}- 12d NAILS & (1)-1/2°ft� x4" LAG @ g�� Q.C. WATERPROOF MEMBRANE PER ARCH. 3° OF STQNE & MORTAR BED PER ARCH. S!4" T&G PLYWa. SL(�PE TC? F.D. 8609'-9 TC} PLYWD. 1 3/4 x71/4 LV� @ 16" Q.G. G�NT. 2x8 LEDGER W( — t��- f2d �v�i�.s s� (y}-�/2°� x4" lAG @ 16" C?.C. STL. BM. PER PLAN (PACK WEB SQUD & BC?LT W/ �iWO ROWS (JF 5I8"�t3 T.B.'s @ 12" O.G ) SLOPE TQ F.D. 8609'-81J4 ,{, TO STL. X� T`(P. 1 L____ i 3i4 x7 1/4 LV� @ 16" C}.C. SCA�E: 3/4" = 1'-0 � STL. BM. PER PLAN WJ 2�t BM. WIDTH DRIVE PfNNED Ta TOP FLANGE @ 16" O.C. (PAGK WEB SQLID & BOLT W/ 1WC� RC?W� OF 5f8" Ql T.B.'s @ 16" C}.0 } 1 112" LT. WT. TC}PPfhlG 3l�" T&G PLYV�ID. __a ____ $�,��_� To Qt��nra. � -�, � PER PtAN � TO STL. –_�`�� 11 7l8" I-JQEST PER PIAN SCALE: 3l4"' = 1'-0 ``"--- 2x6 EXTERIC?{� WA�L PROVIDE EXTRA CdNT. 2x TQP f� 1 1/2" LT, WT. TQPPING 3/4" T&G PLYWD. � ._ ___. — ._. — $610'-� TO P�YWD. 8609'-8 1/4� Ta sT�. 11 i/8" I-JU1ST PER PLAN STL BM. PER P'LRN W/ 2�c BM. 2c WIDTN DRIVE PINNED TO TOP FLANGE a�? 16" O.G. (PACK WEB SOLID & BOLT W/ 1WC} F�OWS C?F 5/8"Ql T.B.'s @ 16° C}.0 } SCALE: 3/4" = 1'-d � .. 2 S13 1j-1 $l4 x r� 1/4 L�JL @ �16° 1� W x �'�� :. � * : � Q ' � i� REMAINDEFi C7F INFC} �__� ._�°] (3} - 1 3/ x 7 f4 LV NOT SHt�WN FC7R CLARIT( � " � � � BEAM SPLICE: FfTTED 114" WEB STIFFNER r���-�, �21� � L 4x4x1f4x0'-5 1I2 W/ EA. 51DE OF WEB (4)-3f4"Qi T.B.'s (2 EA. C}F WEB S[DE OF WEB) � 2�_��� PER PLAN TO ST�. tia � " ���1,n .- 2" FiETURNS � J1 �" I I CAP �: 5/8"hcBM. WIDTH x fl'-5 1 J2" W/ {2}-5J�" QS T.B.'s (QNE EA. SIDE (.?F WEB) I 1 \ SCALE: 3/4" = 1'-0 � � � � cn�'� 8 S9 .. ■ � 3 12 �` Q ., � .. � � � TYP. � (2) - 2 x 12 -- .� � ______. ._ ..___.___._._..._� -' e (S}-2x10 ��' — — > �„c'c+ J BM. POCKET .�..'��� � � � 't`� t= W 12 x 26 (8608'-9 7(8"} — — — — — — — X (1) - 1 3/ 7i8 LVL U� �r +- ,� rp c j r � r � S13 tx�;� m '- d � P. � �, � S1Q � � � O � � E � Q i 0 x 19 (� 09'-9 j4��) H P. ❑ � - J 1_- - --�- �- x ��, o �`� ( � � '�,' � � � � ( I~'`��..'i J ( �'-�� � � � ,1-- � ( � I �—.- �" '� ! � � ~ � �' �, � '' _____ �____ ____ ____'~ I � �f �� �-- 61 Q' �\ I ' O P D. .{..a� 0 0 � � � I I �� � � BM. PQCKET I ---..._ ,Ir� �.� 1� :1r.� 2' l (2)-1 3/4x11 7/8 VL f REFER TO 8600'-0° LEVEL I FOR ENTRY ROOF FRAMING � � 1�� , r� ti�� � � � ` �6 w I � �Z,�i � IRlDICATES CONT. 1 1/8x7 114 — � LSL. VERSA STRAND RIM-�QARd 2 \ { y� � � �' � s� � w �Q.�-�'� +�' ` y� � �Q 10 x 6 —(860 '-9 3J '"} ��P' _ UNT \ � _ _���_ � � ` _____ � 3 CONT. 2x8 �EDGER Wf �,+� S5 � � (4}-12d NAILS & (1j-112"!� + 5 � x4" LAG @ 6" O.C. � I — — — — — —I � � INDICATES CONT. 1 1I8x71(4 (1}-1 3/4 x 71I4 VL 16" .C. LSL VERSA STRAND R!M-BOARD .�S x3X �� � \ \ W 8 x 31 (86 '-8 1") GQ T. � � ` \ �\�� � r� P. ��� 8609' 9 -� 3+ � \ ` C} P YWD. ��� S5 �� ' \ ' \ ` (1)-1 3/4 x 7 1/4 VL 16" .G. ' � ` ` � ` \ ' 1 \ )- 1 /4 x 1/4 VL (3) - 1 3/4 x 7 1/ LVL � �.� �-�° �-� �-`° � \ � ��,'\ `�,.1' ��,\ � / / � \ � �� / '�-- �-- -' ` \ � / / � * � / ` � -� ./ / '/ \ \ f � �., /"� / ''� \ l,i- � f / / \ � / ` � / / � s � ., 1�/ � � LCJVVER R��F / � � i II 8�10—� FL�JC.�R Ff�AMIN� PL�AN PLAN NQTES: 1. FLOOR J01$TS ARE 11 71 ° BCV800d SERCES 16" UNLESS NCJTED (7THERWISE 2. F�OOR BEAMS ARE FLUS E U NC?TED "DROPPED" 3. TUP QF STEEL BEAM ELEUATIONS ARE NOTED: (####'-##) 4. FLQOR SHEATHING IS 3/4" T&G APA RATED STURDIF�OOR, EXP. 1, SPAN FiATING 24" �.C. 5. POSTS CONTINUOUS BELC}W ARE INDICATED: ■ PdST� FFiCJM ABOVE NOT CONTINUOUS BELOW ARE WDICATED: ❑ 6. INTERIOR STUD BEARIRlG WALLS ARE INDICATED: %���Olr 7. Q INQIGRTES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S7 $. DO NQT SCALE DRAWINGS. C(�NT. TREATED (2}-2x1� LEDGER WI (2�-5/8°QSxB" EXP. ANGH. Ccv 24" O.C., TYP. 3 � r� P. ( }-134x7 /4L L@i6"O. . �� _ - ��+�• =��o fi�. :. � • •■ � � � '` ' � � � � • � � 8x13 � ��`�� � V � i INDICATES CC�NT. 1 1f8x11 7/8 - LS� VERSA STRAND R1M-BOARD I C l � � { I l� � -- X � co T � `1���0 �� � ,� � ��1� I � .) ���� � �► �� �.�� ._ . � i � � � � � C��i! l�J �'7 iEA ED ( )-2x1 W/ )-5/8'S?�x8�� �H. r 16" (J.C., SCALE: 1/4°' = �'-t� �O DBL. JQIST r � r i w . � �3 � �5'�„ CQRiT. 2x12 RIM �'�' °��- ______ ..______d.�_.____. __ ____--- DD C3 � ___ o CC x `° _ u� a '_. � �� � J �� r� __ "_� 1YP� �� (2)-2x1� �� /�Stj� .__ v.________.w_� b' j (3} - 2 x 10 NT. TR T�D (-2x12 �� L� GE 1(2�-S/8„ S�� EXP. GN. C?�24" tJ. ., P. d � �. � �� ��� f _ ' cc '~. I ,-- , 1 x � � � ,-.. � �i � i f�� � H � F�� r� - 2 x 10 (3) - x 10 11 7/8�L ��� L�}} ��1�-�,6� `�'b' � r� TYP. � r DBL.I.. KOU ��- ��-�, ��h'�, r��, INDICATES 2x12 VQ — ._._ �3 24" (FiC3O� FRAMING) `�2)-� �I� ��I-�s --� 11 � � L �. � TYPICAL EXTERIOR HEAD�RS o � AR� (2)-1 3!4 x 71/4 LUL's W/ � � � (1}-2x61-RIMMER & {i}-2�c6 K.S. �2�`�' EA. SIDE, INDICATED THUS ��>-1 sra � d �1 �s�v � �� x DBL. L KOU o � � � r c���. E � ��� �__ _.__. �_ _.__ -� � � � .� ___.___ ______ ______ ____._ � � � ____ � _____ _____ ___ �_ __._ ____. _____ ___._ ____.) iN�ICATES 2x12 @ 24" (RC}C?F FFiAMINCa} CC?NT. 2x12 I�EDGER W/ (5j- 12d NAI�S @ 10" (�.G. INDICATES 2x12 t.ao�ou�rs � 2��t C}.C.,1�`fP INDICATE� 2x12 STRUCTURA�. 5U�- FASCIA, T`(P. . �r ws �r . • .� � � � �► i a •a *r +�r * • • • � 1� � . � � � � � �. � * �� �► .. � � �� � � � � � � � i� ,� �1 1 �� � � a � � � �I � s, �', • � P Fi 0 J� C T: 0208-Q5 DRAWN BY. JPL REVIEW�D BY : JPL D R T E: PERMIT 04.18.0� ��v��io�vs; REU. PERMIT C}7.10.C�6 REV. PERMIT 07.25.06 L.t�WER RQt�F / ��� ��_��� FLC�t�R F t�"1t"i � � � � � � � � [� �TA I LS � w ■ • � i � M' ' i • •• ` f.' . . � � • CAP (�.: 5I8'hcBM. WIDTH �'-51/2° Wf (2)-518" Sr7 T.B.'s (ONE EA. S1DE OF WEB) .... �tn 2 fa' ( I I SCA�E: 314° = 1 �-a STL. BM. PEt� PLAN W/ 2>c BM. WIDTH DRIVE PINNED TC? TQP FLANGE @ 16" (3.C. �� 1 1/2° I�T, Wf. TOPPING .,�-- 3/4" T&G PLYWD. : '�� ,- ., . ..., : : *• : -�• � .. . ..., _.--~ ...�=°_..:� HANGER PER PLAN ' 2x6 EXTERit�R WALL ,�, PER PIAN i � � • ♦ i i i �' • � • �' � • • • •, : • r : :• i•! • :G C . • • �-- STUD PRCK PER PLAN SCALE: 314° = 1'-0 8x12W/(1}-314"�x12° LAG (Ct�UNTERSINK} � �GALE: 314° = 1'-D • r � ..., 1 1(2" LT. WT. TC7PPING 3/4" T&G PLYWD. ..., i # � ` 11 7f8" I-JC}{ST PER PLAN SCALE: 314° = 1'-0 (4)-5/8" � T.B.'s —� 4� STL BM. PER PLAN W! 2�t BM. {TWO EA. SIQE C�F WEB) W1DTH DRIVE PWNED TO TOP FLANGE @ 16" O.C. (2x NI�T FITI'ED 1(4" WEB �H��N) STIFFNER EA. SIDE 3 SCALE: 3/4" = 1'-0 S6 � (�� 1 1/2" LT. WT. TQPPING 3/4" T&G PLYWD. � ' 1�� 11 7%8° I-JOIST PER P(AN —� STL 8M. PER PLAN W/ ?�c BM. — WIDTH DRIVE PINNED TQ TOP FLANGE @ 16" O.C. (PACK OUT WEB SCILID) � 2xDECKING PER ARCH. DECK JOISTS PER PLAN CONT. 2x10 LEDGER WI (2)-5/8° Qi T.B.'s C 12" C}.C. (fHROUGH PACKED OUT WEB} 1',C'.AI F� :�/d" — 1�-n FF � 6 x 6 POSi �$!� 2xDECKiNG PER ARCH. , r • i 6 3/4 x 12 G. L. 1 SGALE: 3/4" = 1'-0 S6 ' . • •. � �i�t 1 1 i�' ' • ' j SGALE; 1/4" = 1'-� PLAN NOTES: ti'"�'�"''" 1, FLOQR JOISTS AFi 11 7/8° BCl/6000 SERIES 16'" UN�ESS NOTED OTHERWISE 2. FLO�R BEAMS AR SH FR NQTED �DROPPED" �3. TOP �F STEEL BEAM ELEVATIONS ARE NC}TED: (####'-##) . �i. FLOOR SHEATHING IS 3f4" T&G APA RATED STURDIFLt�QR, EXP. 1, SPAN RATING 24" O.C. 5. RUUF RAFfEFiS ARE ?�c12 @ 24" UNLESS NOTED C?TERW(SE. 6. RQOF BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPED'" 7. RC?OF SHEATHING IS 5/8" APA I�ATED SHEATHING, EXP. 1, SPAN RATING 40I20 8. POSTS C4NTINUOUS BE�(�W ARE INDICATED: � PC}S7S FROM ABOVE NQT CC7NTINUC7US BELOW ARE INDICATED: ❑ 9. INTERIQR STUD BEARING WALLS ARE INDICATED: ��l/,�� 1 Q. Q INDICATES CONNECTICiN TYPE. REFERENCE SCHEDULE SHEET S1 11. DO NOT SCA�E DFiAWiNGS. nr�xArr n...en 1 t-t'1fSI-I'1 \hIl INQICATES CQNT. 1 118x11 7/B LSL VERSA STRANf� RIM-E�OAFiD 4 .• r .� C(�N7. 2x12 LEDCaEf-� W/ (6}-12d NAILS (c� 16" t�.C. (EA. STU(�) �r��C��.. ��r���a� ���o��s AF�E (2)-1 3I� x 7 114 LVL's WI (1)-2x6 TRIMMER & (1}-2x6 K.S. EA. SlD�, INDICATED THUS lNDICATES 2x12 -''r„�_. �..ot�x�u�rs � ��,r Q.C., TYP. ���— IND{CATES 2x12 STRUCTURAL SU�- FASCIA, TYP. . .. . . . .a * � �• � • � � ���, �� °�_, �. � • s . . • • • �rr ♦ s � . � � � 'r� � � � � �� � �t � � r� 'r � � � � � � �� `� al A �� � � �, � ���� � nr>�r, �-� `�'� : ;- �.� � ��' � ,� • � i , P R 0 J E C T; C►2Ci8-05 DRAWN BY: JPL REViEWED �Y : JPL Q A T E: PERMIT Q4.18.C}6 �Ei/i�iQ�vs: REV, PEF�MIT fl7.10.06 FiEV. PERMIT 07.25.�6 � � ��� i►• � � ��� f � '� �i � '� � � � � CONT. 2x12 LEDGER W% (7)- 12d NAILS & (1}-1/2"fc� x5" LAG @ 16° C}.C. (EA. STUD) � • � • .� i � 1 � � � � � � � . . • 7YP.� 3/16° LVL PER PLAN NC>TCHED OVER BRG. f� TYP.� >--3/16�� CONT. 2x12 LEDGEFt W1 - (4)- 10d NAILS @ 16" C1.C. (EA. STUL7) 5/8" Fi00F SHEATHING — RAFTERS PER PIAN � � r .. . i : � r- • � •'�• � . . • �., 2x6 ( ..,� � ��� 5/8" ROQF SHEATHING 12 ��� RAFTERS PER PLAN 2x6 EXTERIOR WALL PER PLAN � TO ST�, Q CONN.: STL. BUCKET; 1f4" FITfED SIC�E K?'s W/ (1}-3/4"� T.B. BI�G. R: 5/8 x 4 x 8M. WIDTH CAP f�: 5f8'�cBM. WI�TH x0'-6" W/ (2)-518" Qf T.B.'s (QNE EA. SIDE OF WEB} TS PER PIAN � `°-- 2x6 EXTERIC?Fi WA�L 1 1/2'" LT. Wi`. TUPPING 3/4" T&G PLY1fVD. — — — — — – PER PLAN TC3 PLYWD, PER PLAN �� . i 1 718" I-JOIST PEFi PLAN (2}-1 J2" 0 X6" LAGS THRdUGH S(JT. F(ANGE OF STL BM. PRf�VIDE S(JLID ST�. SHIM AS NEEDEd STUd PACK PER PCAN 5/8" R�OF SHEATHING RAFTERS PER PLAN — : . . . � ' " ` � : � M• ' � � �• • . •' � = 1 �-o . 2x12 LEDGER WI !d NAI�S & (1}-1{2"�f G @ 16" O.C. (EA. STUD) r . r � i •• r , • �� • • � � CONT. 2x12 LE�GER W/ (4}- 10d NAILS @ 16" U.C. (EA. STUD) ��"',°--- 2x6 EXfERI{3Fi WAI.� i 1/2" LT. WT. TOPPING � _ � S/4" T&G PLYWD. s�a�n� n i r�� . •• � 11 7/8" I-Ja18T PER PIAN SCALE: 3(4° _ � �-a 4 S1 , � ��.�,,...�,F�v � � STRUCTURAL SUB- I I � FASCIA, T(P. � � Y Td STL. (4)-5I8" � T.B,'s ---� (TWO EA. S1DE OF WEB} FITTED 1/4" WEB � STIFFNER EA. SIDE C?F WEB � ro sr�. STL. BM, PER PLAN W/ 2x BM. WIDTH QRIVE PINNED TQ TOP FLANGE @ 16" O.C. (2x NOT SHUWN} � � � . .. . � C t � � � � � � � � o . . •• . • • ..., 2° RETURNS 3I16" � Q CONNECTION: J L 4x4x1/4x0'-51/2 W/ {4}- 3/4"QJ T.B.'s (2 EA SIDE OF WEB) �8x11 7f8 II M-BOARD VV E�T l� P P E R R CJ C3 F/ EAST B��Q�_��� FLC�t�R FRAM I�� PLAf� �c��E: ���.�� ���_� PIAN NOTES: 1. Fl.(�C}R JOISTS ARE 11 7/8° BCl/6000 SERIES 1B" UNLESS N�TED OTHERWISE 2. FLOOR BEAMS ARE FLU NOTED "DRQPPED" 3. TOP UF STEEL BEAM ELEVATItiNS ARE NOTEQ: (####'-##} 4. F�OC3R SHEATHING IS 3/4" T&G APA RATED STUFiDIFLOOR, EXP. 1, SPAN RAT(NG 24"' O.C, 5. ROC7F RAFTEFiS ARE ?�c12 @ 24" UNLESS NOTED OTEF3WISE. 6. RQOF BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPEQ" 7. RC70F SHEATH{NG IS 5/8" APA RATED SHEATHWG, EXP. 1, SPAN RATING 40120 8. PUSTS C�NTINU(�US BEI._OW AFiE INDICA7ED: ■ POSTS FROM ABOVE NOT C�NTINUOUS BELOW ARE 1NDICATED: ❑ 9. {NTERIC}R STUD BEARWG WA��S AFiE INDICATED: / 1fl. Q INDIGATES CONNECTION TYPE. REFERENCE SCHEDULE SHEE7 S1 11. DO NOT SCALE DRAWINGS. TYPICAL FXfERIOR HERDERS ARE (2)-1 3/4 x 71/4 LVL's W! (1}-2x6 TRIMMER & {1)-27c6 K.S. EA. SIDE, INDICATED THUS �� � TO STL. � `�/4" — 1' �n �n�n n-rcc+ n„a n � � ___._ ____ ..� _____ � ..� ___. ( ..� ..� � � _ �. .� � ____ � ____ s � _ i � � s_. _____ � _____. � I _____I �DERS 's Wf �c6 K.S. -II�S . ..urr • , • •4 � � �• � • * . �r �s � � '\ \ � � +�r • �r • i * 0 � � "� ,�' i � � �` � M� � � �� '[ � � � � � � !� � � � �� � � a � � � � � � � • i r.* � i:l � ' ' 's r . � � . i,� �r w � � e�� r � ' ' ' i i 1• �Ir �► • ��� � :• � i !i�"' � 4 � � � , ♦ STL BM. PER P(AN WI 2x BM. WIDTH QRNE PINNED TO TOP FLANGE @ 16° O.C. 5/8" ROOF SHEATHING RAFTERS PER PLAN 12 12 3 � --I 3 � M{� lYR .... FITTED 114" WEB STIFFNER EA. SIDE QF WEB = ST�. BM. PER PLAN Wf 2x BM. WIDTN DR1VE PINNED Td TC}P FLANGE @ 16° a.c. i ■ r � � : � i• • � • •` � � • • 5/8" ROQF SHEATNING RAFTEF�S PER PLAN — ST�. Btv WfDTH I�rtivt N�NNtu iu ivr� F�rvGE � �s° a.c. � �n � Q . � ,�, .��I ��, ,�� �� _ _� . .. � CAP f�: 1/2'hcBM. WIDTH x0'-5 1l2" WI (2)-518" Qf T.B.'s {dNE EA. SlDE OF WEB} •• n � � i i � i • , ; i ; • � i ► �' i' :C RAFTERS NQT SHUWN FQFi CLAR(TY r : • - � KNIFE !� (EXTENDED WEB (JF STL. BM.) W/ (4}-3(4"Q1 T.B.'s .-rnu r�r.nr n� �rw-r� IYA�/\ �.,,,.,,,,„., ,�,.,.VERSEIaT � I I CONT. 2x12 LEDGER W/ (6)-12d NAILS @ 16° t�.0 (FA. STUD) � � m � I � ( � � � � � � � � � � � � � � � � � � _ __.._ : 3/4'" = 1 "-0 I i r . : ,r . � . . :. ; . . . . , �i . . .,., FER PIAN (BC?T. FLUSH W1TH PLATE HEIGHl) t � 1---- sca�� � ��_�_� � � I � , 0 � � ----I I I I _ � � � ?�sli�il :' r� EA�T l� P P E R R C� � F F RA M I�1 � P LA I� ����E: ��4�� -,{_� P(AN NOTES: 1. RQdF RAFTERS ARE 2>t12 @ 24" UNLESS NOTED OTHERWISE. 2. RUOF BEAMS ARE FLUSH FRAMED UNLESS NOTED "DRQPPED"' 3. ROQF SHEATHING 1S 5I8° APA RATED SHEATHING, EXP. 1, SPAN RATING 40/20 4. POSTS CONTINU(�US BELQW ARE INDICATED: � POSTS FROM ABC}VE NQT CQNTINU(�US BEL�W ARE INDICATED: ❑ 5. iNTER1C7R STUD BEARING WALLS ARE INDICATED: ��i��,�%J��� 6. Q INDICATES CONNECTION IYPE. REFERENCE SCHEDULE SHEET S1 7. DO NQT SCALE DRAWINGS INDICATES 2x12 STRUCTURAL SUB- FASCIA, 7YP. INDICATES 2x12 LOOKOUTS @ 24" O.C., TYP. TYPICAL EXTERIOR HEADERS ARE (2)-1 3l4 x 7 1/4 �VL's W/ (1)-2x6 TRIMMER & (1)-�c6 K.S. EA. SIDE, INQICATED THUS � � - - - - � - �-- � ( � � - .� _____ ______ � ( I � � ( f � _____ I � � �. ____ � � ____ � ( � I � � � � � � ( � � � � � � � � ...__ ..__ ____ � ___._ __._ _____� \ ( � — — �— � �` � I�._ _____. � � _____ ____. ____ ____ I � � �� � 1 � � � � � : � � � i I �, � � - ._ _.._ ._ �. � � � I _ _ _ ____ _ _1 � _._I ` / � I \ � / ( � \ / \ / ��. _.__ ._..._ �� � - - - - - -� � � _.___ � ._ _ � � � ._._... ._.. - _.__ ._._ __._ � ____ _._._ __.___. _..� � � I ! I 1 I I � I ( I I I � -- -� ____ ___.__. - ._._ `._._.. __._ � .- _____.__ ._____ _._. _ � �.� ._ � ______ �_ ____ _� � � II i I I � ._._ _ � � _ � � _. � _.._ � � o __.___ _ _ � ._.... _ _._.._ ._._ _ __.._..� -�- --� � I � � I � ( I � � � � I �� � ! � I 1 I � I I __ _..__. �_ _ � � I_.�____�_._._.___ I I � _ I . �r . . w •• � # f� � • i � u. � s �1 4 4 • �r �rr • • . .� � � � � � � � � �� � r�r � � ti '� i � � � i �' .. � � . �i � a a ) 9 �a �� � � '� t P R 0 J E C T: 02(18-05 C��AWI� BY: JPL REVIEUVED BY : JPL C► A T E; PEFiMIT 04.1 �,06 REViSiONS: REV. PE�MiT 07.1�.06 , .. � ��+� ., .. ; � � � �. , � ,�. .. , .... • +: (2}-#5's CONI TQP & BOT OPTIC)N 1 2x4 C?R 2x6 STUD BRG. WAI_.� 16d DRIVE PINS @ 16" O.C. (IF SLAB IS HEATED GLUE BOT. R� 4" CQNC. SCAB PER PLAN PER PLAN t U �Lt'1S.? • •- : :• �� � 2x4 �R 2x6 STUD BRG. WALL 16d DRIVE PINS @ 16" O.C. (IF SLAB IS HEATED GLUE BOT. R} 2x6 EXTERIQR WA�L 1/2°Qi x 10° A.B.'s @ 48" Q.C. IN CONT. TRTQ. 2>t8 i�„ � $609'-9 3/4 T(JW (8619'-9 314 @ SiMj =1 i i/2° �T. W7. TOPPlNG `�.. 314" T&G PLYWD. — — — — — 861 Q-Q �— — TO PLYWD. �„ , (8820'-0 @ SIM} � � FI TYP. � � �4 � Q Z 11 7/8" I-,101ST PEFi PLAN #5's VERT @ 16" Q.C. 'r � � � a CRAWLSPACE #5`s CONT. HQRIZ. d @ 16" C?,C. . �� � 4�� • d #5 DWLS. x � Cc� 16" C?.C. 6`;' , a' (2}-#5's C4NT. — ° TOP & BtJ7. $608'-9 SI4 °' � T(�F �d . (8614'-9 3/4 @ �(M) ` .p . � ��� ��� ��� PERIMEfER DRAW PER GEUTECHNICAL ��_q�� EfJG. � SGA�E: 3/4" = 7'-0 I-J41ST B�KG. PAI�ELS @ 24" — IN JOIST SPAGE (JVER FD7N. WALL WJ (5}-8d NAILS INTO EA. PAN E�, IYP. 1 112" LT. WT. TOPPING 3/4" T&G P�YWD. 8600'-0 � � ° � ° T(� PLYWD. 1 � %/$" I-JOIST PER PIA�I (2}-#5's x 2'-0 @ TC}P — (2}-#5's CONT. @ BQT. — CRAWLSPACE #5's x 2'-2 @ 18° TRANSV. (5)-#5's CONT. LONGIT.— 8595'-9 3/4 �, � ~�'—'--- FOR REMAWDER OF lNFO. REF. 7C7 DETAIL 6/S9 FC3UNDA710N WAL� BEYOND GONT. 1 1/8x11 718 RIM-BOARD PER PLAN STL. BM. PER PIAN W/ 2x BM. WIDTH DRIVE PINNED TO TOP FLANGE @ 16" O.C. ON 1° MIN. SHIM & NC}N-SHRINK GRfJUT 8698"-9 7/8 , To sT�. 8597"-10 ���� � TQW CRAWLSPACE CV � ( #5 DWLS. x I � @ 16" C?.C. 9cv M�• � � w� Z� �� � � $„ $�� � �_4�� � 2'-$�� . ��-1 2x6 EXTERIOR WALL fi/2"QS x 10" A.B.'s @ 48" O.C. IN CC}NT. TRTD. 2x8 R 3" QF STQNE & MORTAR — BED PER ARCH. 3/4"' T&G P�YWD. $609'-9 DECK JOIST PER P(.AN --� 2x8 BLKG. PANELS @ 24"' — IN FIRST Jt�IST SPAGE W/ (5}-8d NAILS INTQ �i. PANEL, TYP. Ct�NT. TRTD. 2x8 LEOGER W/ - (2)-16d DRIVE PINS @ 16" O.C. I-JQIST BLKG. PANE�S @ 24" IN FIRST JOlST SPACE W! �5)-8d RlAILS INTQ EA. PANEL, TYP. 1 112" LT. WT. TOPPING 3/4" T&G PLYWd. VUQO�'0 _ — _ _ __ _. ° _ TC} PLYWD. I-JOIST BLKG. PANELS @ 24" IN FIRST JOIST SPACE W/ {5}-8d NAILS INTO EA. �'' PAN EL, 7YP. 1 1/2" LT, WT. TOPPING 3/4" T&G P�YWD. ---- ------- 8610'-0 TO PLYWQ. � �` ' a 8609'-9 3l4 a TOW . Q d . . s q. 11 7/8" I-JOIST PER PLAN .. CONT. TR7D. 2x12 LEDGER W/ (2}-16d DRIVE PINS @ 16" O.C. ,� a .o . 4 d a: a „ d a °a � 4 . a 11 7/8" I-JQIST PER PLAN Z � CRAWLSPACE � � 'a: #5's x 2'-2 @ 16" TRANSV. . 'a (5}-#5's CQNT. �C}NGIT. a a. 8595'-9 3I4 _ . TC}F a ., •'a��i � a . o y . a. a . � . � _ ` ° . .� �a �d � . d� ' � . _ � 8�� ��, � �_4�� � � !�I_SFI G ! 6 \ ___ --- 2x6 EXfERIOR WALL - CRAWLSPACE 85$9'-7 1/4 � � #5's VERT @ 16" (�.G. #5's CONT, NORIZ. — @ 8" Q,C. CFiAWLSPACE CONT. TRTD. 2x12 LEDGER WJ (2)-16d DRIVE PINS @ 16'" O.C. RAILING PER ARCH. — WATERPRQOFING & — FLASHWG PER ARCH. CQNT. 1 1I8 x 7 1/4 — RIM-BC�ARD PER PIAN STQNE VENEER PER ARCH. 858$'-11 1/2 TOW CONT. L 4x4x1/4 W/ — 1I2" Qi x 4" EXP. ANCH.'s @ 24" C3.C. (MAX. STONE HT. OF 8'-0'") #5 DWLS. x I� � 8,� O.C. (�m (2}-#5's CdNT. TOP & B(�T. #5's x 2'-2 @ 16" TF3ANS � a a. a � a. 4�� 4a . � 'a 4 � �a — 2x8 B�KG. PANE�S @ 24" IN FIRST JOIST SPACE W/ (5)-8d NAI�S INTO EA. PANE�, TYP. — 3" (�F STONE & MC7RTAR BED PER ARCH. — 3/4" T&G PLYWD. 8589'-9 TO PLYWQ. 1 3!4 x 7 1/4 LVL @ 16" C}.C. 1/2"� x 10" A.B.'s @ 48" O.C. IN CONT. TRTD. 2�c6 R #5's VERT @ 16" O.C. #5's CC?NT. HORIZ. @ sp o.c. (5}-#5's CQNT. L4NGIT. . 1/2� EXPANSIC}N MATERIAL a 4" CC}NC SIAB — #5 DWLS. x� cc � 4 PEFi PIAN @ 16" O.C. �`;� <j � SLOPING � T4 SL.AB N � ° a n '' a — (2)-#5's C(?NT. 8577'-8 _ . � TOP & BOT. TOF � ° . .a • a • ° . °a . o � . � 4 d �— 4 e . a' � d . PERIMEiER DRAIN � PEF� GEC?TECHNICAL �'-4" $�� ��� c, v � ENG. 2�_g�� tV /r4� _ _ SCALE: 3/4" = 1'-0 : 3/4" = 1 WATEF3PRQQFING & FIASHIN� PER ARCH. 3° C}F �TONE & MORTAR BED PER ARCH. 314" T&G PLYWD. 85$9'-9 TQ PLYWD. _ � � Y{� TYP. Qa — ° q . 1314x91/4�V�@16"O.C. Q 4 112"Q� x 10" A.B.'s @ 48" C?.C. '" ' IN CONT. TRTD. 2x8 F� .� d . d 4 a �. a" �n° �n , C #5 DWLS. x �? b � �„ C).G, �a' : a Q. (2}-#5's CONT. TQP & BQT. ° 1/2" EXPANSI4N MATERIA� #5's x 2'-2 @ 16" TRANSV. °� 4'" CONG SLAB ° PER PLRN (5)-#5's CC?NT. LONGIT. SLdPE � ° ' a 8578'-3 —' � < TD SLAB v �� . N ° ' . �° , @ BAGK WA�L PERIMETER DRAIN — PER GE{?TECHNICAL ENG. Q . _ • q d d: � d Q .. d ' Q . , �Q� � . . c ' � Q . . � . � 1'-4" ��� 8�� � � v 2'_8° �� RAI�ING PER ARCH. — WATERPROUFING & — FIASHING PER ARCH. GC7N1'. 1 1/8 x 7 7/4 — R!M-BOARD PER PLAN 8588'-fi 1 1/2 TOW STONE VENEER PER ARCH. 2x8 BLKG. PANE�S @ 24" IN FIRST J(71ST SPACE W/ (5}-8d NAILS INTO EA. PANE�, TYP. 3" OF STONE & MORTAR BED PEFi ARCH. 3/4" T&G PLYWD. ��— 8589'-9 TO PLYWD. � 1 /4 x 7 1/4 LV� @ 16" (J.C. 1/2"� x 10" A.B.'s @ 48" O.C. IN CUNT. TR7D. 2x6 R Q �a CC)NT. L 4x4x1/4 W/ � 1 J2'" �i x 4" EXP. ANCH.'s o' @ 24" O.C. (MAX. ST(�NE �: ° � HT. OF 8'-0") ' � ��• 4,� 4a , #5's CONT. HORIZ. @ �" �.C. a 1%2" EXPANSI(�N MATERIAL � ' 4" CONC SEAB #5's VERT @ 16" O.C. --�"' d� PER PLAN SL(�PING ° • . ° TO SLAB #5 Dw�S. x � . � � � � . � &�� �.C. `'' ° 9" a. (2)-#5's CONT. : TOP � BOT. � ; � 4. PERIMETER DRA1N PER GEOTECHNICAL � ENG. REF. SPREAD FOOTING SCHED. � SHEET S2, FOR � . a REINF. 8574'-$ N 4 TOF � � � � ,°,,. d .. 4 ' �� . � ; � . 4 .'d. ° A a � . �s 4 a' l . .� • , � .. . . . . . .. , 4 ' � � 4 . � . . °. . � .� . a . � ..� � � ;-- a � d ' Q A • '� A . ' , � . {� . � _ . � ada a� . aQ� � . ,• . q . ' Q. . . . . 4, EQ. EQ. . SCHED. WIDTH = �' � RAi�ING PER ARCH. — WATERPRO(aFING & — FLASHWG PER ARCH. CONT. 1 1/8 x 71/4 — FiiM-B(JARD PER PLAN STCINE VENEER ---� PER ARCH. 8583`-3 1/2 Taw CONT. L 4x4x1i4 W/ — 1/2" � x 4" EXP. ANCH.'s �a 24" O.C. (MAX. STONE HT. OF 8'-0"j #5's CONT. HOFifZ. — @ 16"' d.C. #5's VERT @ 16" C?.C. �2x8 E�LKG. PANEL� @ 24�� I�J F1RST JC?IS�f SPACE Wf (5}-8d NAII.S INTO EA. PANE�, TYP. i--- 3" OF STC?�IE & MORTAR BED PER ARCH. � 3/4° T&G PLYWD. 8589'-9 TO PLYWD. 1 3/4 x 7 1/4 LVL � 16" C7.C. r t * r ♦ • a � a Q d. . 1/2"� x 1(7" A. B.'s �,a7 48" 0. C. . IN Ct�NT.1`R7D. 2�c6 R �. a � 4 . . ,;� .� � � �4�� �,� p � 1(2" EX{'ANSIfJN MATEI�IAL � nA' �+ ' nC� ��r �41IVU �4�'1G.7 , PER PI.AN � SLOPING '� Q 4 d� ♦' .. I lJ a]i_710 s '" ', a. ' � � �, R a a i. �� � 4�� #5 DW�S. x � � @ 16" O.G 6`," a (2}-#5's C(�t�T. TOP & BOT. 4 � a 8574'-8 TOF � 4 � d � .d </ ��� ��� 4�� PERIMEI'ER DRAIN— PER GEOTECHNICAL � �_,��� ENta. � SCALE: 3/4° = 1' (1)-#4 CONT. PER PLAN PEFi PIAN �( TOW #4 DWLS. x °� �A ni° o.ri. `� (2}-#5's C(JNT. TUF' & Bt7T. PER PLAN TC7F PERIMEfER DRAIN PEFi GEC7TECHNICAL ENG. �1 • ` "�l�� _�.., � • . �� `� +� � • 4 �� �� 4. �4:. d � 4 � a7 n� • 9 . �� a�� 4�� � . -4° CONC. SLA� PEf� PLAN _� #5 DWLS. x � @ 48" 4.C. �`,� (1)-#5 CONT. Iv11D-HT. , : 3/4" = 1 . �w w • wr , • •• � • � � • w M• ,Nr �► ,rr � • +� • f � � :� 0 � � � � � i +� �� � ��r � � i� '� r � i � � � •� � A ', �� � �� � � � � ��� �� �t.�, t I P R C� J E� T; 0208-05 DRAWN BY: JPL REV[EWEa BY : JPL D A T E: PERMIT 04.18.06 REVISIC�NS: REV. (�ERMIT Qi.10.Q6 i � �': :.�i � 2x6 EXTERIOR WALL � . . . . � : � r• - • � •� ' . . # �� : • � : :• • 'i • : / ' C• a � • , ...�• : � � s � r • i : #` ' ` . �. .,. . : � . ::•• _.� DEGK JOfSTS --' PER PLAN LVL BLKG. PANELS @ 24" IN FIRST JOIST SPACE W/ (5j-8d NAILS INTC} EA. PANEL, TYP. CONT. 2x8 LEDGER WJ - (4)- 12d hiAILS & (1)-112"� x4" LAG @ 16" Q.C. CC}NT. 1 7/8x11 7/$ LSL - RIM-BOARD PER PIAN #5's CC?NT. HQRIZ. - � 16" O.G, #5's VERT @ 16° U.C. 1/2" EXPANSION MATERIAL 4° GQNC SkAB PER PLAN SLOPING TCi SLAB � �� I,101ST BLKG. PANELS @ 24" IN JC31ST SPACE QVER EXTERIOR WA�L W/ (5}-8d NAILS INTC? EA. PANEL, TYP. I-J(JIST BLKG. PANE�S @ 24" IN F(RST �OIST SPA�E W( (5}-$d NAILS INTC? EA. PANE�, TYP. 1 1/2'" L�'. WT. TOPPING � 3/4" T&G PLYWD..' � _.._ � ._._ �. � �. � - - 11 7/81-JQIST PER PLAN CONT. TRTD. 2x12 LEDGER W/ (2}-16d DRIVE PWS @ 16" O.C. 2x� EXTERI(3R WALL 1/2"f� x 10" A.B.'s @ 48" O.C. IN CQNT. TRTD. 2�c8 f�? 8599'-9 2 - �,,. TOW a �o � d� 7'-6"' MAX. SPAN 1. 4. � .. a � PERIMETEFi DRAIN � PER GEQTECHNICAL ENG. � � � � wa-r��P�oaF 0 1/2" EXPANSIQN MATERIAL � PER ARGH. I-JOIST B�KG. PANE�S @ 24" a� C{�NC. SLAB PEFi IN JQ1ST SPACE 4VER FDTN. ° DEfAIL 3iS10 WA�L W/ (5}-8d NAILS INT(3 EA. SLQPE @ EXTERIQR t� PANEL, TYP. a . - � ° � I,JOIST BLKG. PANELS @ 24" � � ' � . . � � � 4 � . a �� a . IN FIRST JOIST SPACE W/ 8. � .�--•-. - ' {5)-8d NAILS INTQ EA. ° � �" — PANEL, lYP. 8599'-9 3I4� . ,, . � TC? STL. 1 1J2" LT. WT. TQPPING CONT. L 3x3x31$ W/ --''� �5���-� � WELDEd TiJ SOI� NAIL � TO PLYWD. Y 3/4"' T&G P�YWD. W/ 5116" FILLEf WELD Q. •a � ��e��� �� �����.T^��^�� �� -�� � e STL. DECKING MAT. T(� � a STL. ANG�E C(�NNECTIC}N � SHOULD CdMPLY W1 � SDI SPECS. _ 'Ci4 I CONT. L 3x3x3/8 W/ a 3/4" Q1 x 4" EXP. ANCH.'s a•� 8588'-9 3/4 ,-L Q' @ 16" (3 C 0 '� 4 . < � � a a a. 4 b ... 1 .. / 4 .o � Q' a• ' .Q �. 4 �� c a �. p 4 d �. a . , ' Q d . . � d. � Li � . d d . 4 $�� �„ 1 �_4�� � 2'-8° : i . .. . � � / � � .• �' • . . • � # � : . •: ! � � * i � #5's CONT. HQRCZ. - r�,u' 16" C3.C. #5's VERT @ 16" (�.C, PERIMETE�i DRAIN �ER GEQTECHNICAL ENG. - #5 DW��. x � @ 16" C}.C. 9c� - (2}-#5's CONT. 7CiP & BQT. - #FJ�S X 2�-`z @ 16° TRANS�%. - (5)-#5's GONT. LtJNGIT. � � N �AJ7%�-8 ,i PERIMEfEFi DRA(N PER GEQTECHNICAL ENG. � SOIL NAILED EARTH W( � ' SHQT-CRETE FACCNG BY� � 9 OTHER N � ' 4 �%��� a . q . d' :� �. � a � Q� �4�� �„ 7' 4 ,, �� a - #5 DWLS. x I!� @ 16° O.C. L�'' 1 �_1 �- � - (2}-#5's CC�NT. v TOP & SQT. �q � - #5's x 2'-2 � 16" TRANSV. � � c3 - (5)-#5's CONT. �C?NGIT. O � � CV i�n d a . � � .. • � � � i t .. � ► � / 1 �_�„ ,,,_.I � � . . d � . d O d. ' . • . -/ �..` �� #5's @ 12"' U. C. �OCATED @ FiiB $579'-8 ° TOF 4 . d . , 4., � ' ' n . �• � CO . . � . � o . '4 . � a . . �. � . � -_-- — PERlMETER DRAIN c� � ��-��� 8�� 7�'��� PER GE(�TECHNICA� c� 2�_$v ENG. . : 314" = 1 J � � � w � Q � a U Z a z � MULTIPLE 2x — CQL. REF. PLAN REF.SPREAD - FOdTING SCHED. SHEET S2, FQR REINF. PER PLAN TQ SLAS . . � < : •: 2x6 EXTERIOR WALL :.� • :• 1 . . Q�' d = • • � EQ. EQ. SCHED. WID7H 16d DRIVE PINS @ 16" Q.C. IN CONT. TREATED 2x R ((F SLAB IS HEATED GLUE {�TO CONCI�ETE} a° CONC SLAB PER PLAN 4� t1 v � cr J � � : 314" = 1'-0 � a �'``---- 1/2"Q1 x 10" A.B.'s @ 48" C�.C. . IN CCiNT. TRTD. 2x8 R 0 � I-J(�IST BLKG. PANELS @ 24" 1N FfRST JOIST SPAGE WJ 7" SLAB FiEINF. Wf #5 @ 12" � (5}-$d NAILS INTO EA. (�.C. PERP. TO CONC. WALL ° PANEL, IYP. &#5's @ 24"' PAI�ALLEL Ti� 1 1/2" LT. WT. TQPPING CONC. WALL ON 2" x 16 ga. .�� Q GALVANIZED NON-COMPOSITE STL. ` 3/4" T&G PLYWD. DECKWG (WLCRAFf 2Ci6/ G9t7 (Z275) C?R EQUIV.} d � -. � - - - - - - 8600'-0 7'-6"' MAX. SPAN � TO PLYWD. � 4 .� (& 8610'-0 @ SIM.} _'` '� . < a d • 4' ' . . . � . ' 4 . .a . � — - � _ � � .�< 4 � �—�. � - 4 . '�- CONT. � 3x3x3/8 W/ `�' a < WELDED TO SC?IL NAIL � �. 4 W/ 5I16" �ILLET WELD - STL DECKING MAT. Tp a STL. ANGLE CONNECTIQN °d SNOULD CQMPLY W/ SD� SPECS, Ci.1NT. � 3x3x318 WI Q 3/4" f� x 4"' EXP. ANCH.'s , 4� @ i s" 4.C. a �. SOfL NAILED EARTH Wi � SNfJT-CRETF_ FACING BY � �4 OTHER Q� •r #5 DWLS. x � ---., � � ��� �.C. m 1'-1 (2}-#5's CQNT. TQP & BOT. #5's x 2'-2 @ 16° TRANSV (5)-#5's CONT. L(�NGIT.- � � v CV PERIMETER DRAIN- PER GE�TECHNIGAL ENG. a ..� ., �� �� �, , •r �11 7/8" 1-JOIST PER PtAN CONT. TRTD. 2x12 LEDGER W1 (2}-16d DRIVE PWS a�7 16" O.C. `�— ll2" EXPANSION MATERIAL �-- #5's VERT @ 16" Q.C. ```�-- #5's CbNT. HORIZ. @ 16" O.C. WOIST BLKG. PANELS @ 24" IN FIRST JOIST SPAGE W/ (5)-8d NAILS 1NT0 EA. PANEL, 7'(P. 1 1/2" LT. WT. TOPPING - � 3/4° T&G PLYWD. r�rnni n i � �• � a . a ��� . �� . 4 . . ' a'� a a a, 4.. . • . ' . a d � � �TOu �i� 1 �_ou � 2�_8° �i ' � 11 7/8" I-JOIST PER PLAN C(JNT. TRTD. 2xi 2 LEDGER W/ (2}-16d DRIVE PINS @ 16" U.C. 1/2" EXPANSIfJN MATERIAL ��� corvc s�ng PER PLAN 1� M� � �e�c�y 1 il2" LT. WT. TUPPING 3/4" T&G P�YWD. � �� ��.���------- 2x6 CRIPPLE WALI� 1i2°� x 10" A.B.'s @ 48" O.C. IN CC3NT. TRTp. 2x6 R 8595'-8 TOW _____ . e •. 7'-6" MAX. SPAN a� BRIDGING PER DETAIL . DETAIL 3/S10 � �- d a. 4 ' a. . . a. r •�i � ' � � ' �r 4�� va� � �SQIL NAILED EARTH W/ ' a UTH�ER RETE FACING BY d� � � � w � #5's x 2'-2 �a 16" TRANSV. - � (5}-#5's CC7NT. LONGIT. — Z o � � � 8579'-8 ° TOF � � a d a. � O p . � 4 a .4 � Q . o.Q Q � �: , � ., � Q QQ d . ." d _ � �_o„ $�, � ,_a�� 2'-8�� . ������ 11 7/$" 1-JOIST PER PLAN I-JOIST BLKG. PANELS @ 24" IN JOIST SPACE C?VER CRIPPL_E WA�L W/ (57-8d NAILS INTO EA, PANEL, TYP. #5's Ct�NT. HC}RIZ. @ 15° O.C. #5's VERT @ 16" C?,C. #�J �i�/��'. X � � � ��� �.�. ��� (2J-#5"s CONT. ro� � Bo�r. 1(2" EXPANSIC}�J MATFRIAL. 4" CC7NC SLAB P�R PLAN 858D'-0 ,i 7C} SLAB 'f'- . � r (� � �, �t 2x6 EXTERIOR WA�L 1/2°Qi x 10" A.B.'s @ G8" U.C. WATERPRUOF �r� cor��r. Tr��a. �s R MEMBRANE PER ARCN. 1 1/2" L7. WT. TOPPING 1/2" EXPANSI(�N MATERIAL i-JOIST B�KG. PANELS @ 24" 3" t�F STONE & MORTAR �� �II�ST JC71ST �PACE W/ BED PER ARCH. (5)-8d NAILS INTC) EA. PANEL, Tl'P. s�� co�vc. svaB 3���� T�G ��Yw�. PER PLAN °� � - - ° PER PlJ�N PER PLAN T(7 PLYWC?. TOW � . �, � � SL�7PI�JG I��t1i0 p. . ... .:�..�..�..q:•._�d.. .e � t° � Q 4� : 0 11 7/8" I-JOIST PER PtAN � 4 ' „ � �:! . ° 4��° z�" CONT. TRiD. �x12 l�EDGER WI � � (�}-�sa o��v� �aNS � �s° o.c. 8" THIGKENEQ � $�� ° � CRAWLSPACE SLAB EDGE PER 2/S1. ° aQ � #5's VERT ccr 16" tJ.C. #5's CONT. HORIZ. #�J �iN�il. X �, {�,p� � ��� Q.{�'+. @ 16" O.C. 6`,� 4 . � (2)-#5's CC?NT. � Tt7P & BC7T. a. PER PLAN . d � TOF . C , a : � � d4 PERIMEfER DRAIN ��� �" `��� PEFi GEOTECHNICAL �'-4" ENG. � . rr ar • Mrr t • '* • • i � ,� � +�► Nr �" �r • • +!� � . , � �: � � ,� � i � �� � .� � � �� '1 i � � � � � �i � , � �� � � � � �� � ,��.�� �� � � • � P R C) J E� T: 020�-05 D RAW N �Y: JPL REViEWED BY : JPL [�ATE: PERMIT04.18.06 REVI�IONS; REV. PERMIT 07.1a.06 � � ' ` J , 2x6 EXfER10R WALI. WATERPROOF 112"QJ x 10"' A.B.`s @ 48" U.C. MEMBFiANE PER ARCH. IN CONT. TRTD. 2>c8 I� I,JOIST BLKG. PANELS @ BRG. _ � 3" C?F STONE & M(JRTAR 1 1/2" �T. WT. TOPPING BED PER ARCH. 314" T&G PLYWD. 5" C4NC. S(AB • ■ r'. \ �-, i • M � ; .. . . —;::= • • • r T�W � a.. • ° � d � TYP. S�OP(NG TC� SLAB a � � �. .:� .o.� . . �� :.. : a � . . � � �, � . „ � Taw -r � "�' p a � z 11 7/8" l-JOIST PER P(AN � � � °� 1/2"!� x 10'" A.B.'s @ 48" t�.C. 8" THICKENED 8�� d CRAWLSPACE ° IN CONT. TRTD. 23c6 Fi? 2c SLAB EDGE PER 2/S1. a d a a e A O � d. d � •d 4 . °a a. a� e 4 Gl A d � ° #5'S CONT. HOR1Z. d @ 16" O.C. . 4. . a ° ° #5's VERT @ 16"' O.C. a. ,�,� : ��� ' �„ ;�,� a ° ' #5 DWLS. x I � � °. � @ 16" Q.C. �cU � (2)-#5's CQt�T. TOP & BOT. <y' , 'Q d � � �, �579-8 8579-8 ° � '° � Y l"C}F �� TC7F °. � 4 � ` . ° n, . oo co a " C `� a . 4 � a. pil •. • Qil pil bil Qtl apll FERIMETER DRAiN " � " `� � � PER GEOTECHMCAL ��_p» ��_Q�� ENG. � FOR REMAINDER OF INFC}. REF. TO DETAIL 1/S12 CONT, TRTD. 2x12 LEDGER W/ (2)-16d QRIVE PINS @ i 6" Q.G. #5's CQNT. HbRIZ. — @ 16" (�.C. #5's VERT a� 16" CY.C. #5 QWLS. x �? @ 16" 4.C. ��'� #5`s x 3'-fl @ 16" TRANSV. (5)-#5's CdNT. LONGIT. - V�CJV�'O TC?F � r 1/2" EXPANSION MATERIAL 4" CC}NC SLAB PEf� PLAN 8580'-�� -ro s�a "s � . d � l-JQIST BLKG. PANEL.S @ 24�� !N FIRST JC}IST SPACE W/ � (5}-8d NAILS INTO EA. PANEL, TYP. � 1�12" LT. WT. TOPPING F�UNDATIQN WALL BEYOND � 3/4"' T&G PLYWD. �-�p�ST BLKG. @ BRG. . .. °. `� - — _. _..������_.._���.� ._ - 8590'-0 TfJ P�YWD. . �. � o � - - 8588`-9 3i4 ri. � . � TQW ��. Q 11 718" I-JQIST PER PLAN A � p. � CRAWLSPACE � 6 � .4�� �,� 4,� ��� Q � a � #5's CONT H(�RIZ � a � � � �,d � C � � s�� o.c. � � #5's VERT @ 16'" O.C. e #5 DWLS. x � � Q @ 16" O.C, 9"' °A (2}-#5'S CQIVT. TQP & BQT. d � #5'S X 2'-2 @ 16" 7RANSV, a . 1J2° EXPANSIQN MATERIAL �5}-#��� cor�-r. �orvGrr. 4 CONC SLAB ,� PER PLRN � � J C3 , a, ' q � GV � ��' . .. Q . . , . � . . $579'-$ c.) � b . � a . . � TOF CV �� 4 � a ' • d ' , A ' . , Q . ' O , d' � Q � � .i.. �S . r • . a a � . 'a. � . a ' , 4 a � �.a a; � e ' � , ___. , , . .� 4 ., 4G ° . 4 � � 1 �_4�� g�� ��� Cr} � 2'-8�� 1'-5" 8" 1 F'S{� c� v SCA�E: 3/4" = 1'-4 2x6 EXfERIOR WALL �C�L►] � FOR REMAINDER OF INFO. FiEF. Td DETAIL 5/S11 TOW ■1.�t� Ct)NT. 1 1I8x11 7J8 - RIM-BC?ARD PER PLAN #5's CONT. HORIZ. — � � s° o.c. #5's VERT @ 16" U.C. 1/2"0 x 10" A.B.'s @ 48" C?.C. IN CONT. TRTD. ?x8 R 1 1/2"' LT. Wf. TQPPfNG � I-JOIST SLKG. PANELS @ 24" IN FIRST JC}IST SPACE WJ (6)-8d NAILS INTO EA. PANEL, IYP. 3/4" T&G PI.YWD. — — — — s�9a�-o — — TO PLYWD. . � '�a � Q z . ���. ^�� _ .L ./ a �d4 Q. a a ^yw . 'a 11 7J8`" I-JOIST PER PIAN � CONT. TRTD. �x12 LEDGER Wi (2)-16d DRIVE PINS Qa 16° O.C.' �C:ALC: �14" = 1 �-- 2x6 EXTERIOR WALL 1 1/2" LT. WT. TUPPING 314" T&G PLYWD. —. —�. — _ 8590'-0 ,� TQ PLYWD. 1'T 71 7/8" I-JUIST PEft PLAN 1l2"Qf x 10" A.B.'s @ 48" CJ.C. IhJ CONT. TRTD. 2x6 F� d / #5 DWLS, x �? @16"O.C. N �� ��� d a. ° 1/2" EXPANSIUN MA7ERIAL (2}-#5's CQNT. � � 4° CONC S(AB TOP & BC?T, d� PER PIAN � ' SLdP1NG . � � �d. ° TO SLAB . d ' .t�� d , .O ' ... � a. .o , Q 8�� �,� 8�� PEFiIMETER DRAW PER GEOTECHNICAL 2�_p�� ENG. 1_/ �u� � � � 1 � � 1 4°' 4° � 4° � � fi _J L._,� s� a EQ. EQ. SEE SCHED. S2 8x8 POST �i7 :.. #3TIESx `�ir, @ TOP BOT. 5" & MID HT. 12° C�1 CONC. PIER z � 0 � � (2)-#5 DWLS. x � �� REF. SCHEdU�E SHEET S2 FOR REINF. INFO. SCA�E: 3/4" = 1'-0 RAILING PER ARCH. 3" OF STONE & M(JRTAR �'`� BED PER ARCH. WATERPRQOFING & FLASHING PER ARCH��''� 3/4" T&G PLYWD. 8609'-9 5609'-6 3/4 TO PLYWD. TC?W ,..- ,1. : � Y� TYP. STONE VENEER f `� ` — PER ARCH. � �r � 1 3/4 xT 1/4 �VL @ 16" O.C. Ct�NT. L 4x4x1%4 W/ 1I2"!?S x 10" A.B.'s @ 48° Q.C. 1/2" � x 4"' EXP. ANCH.'s f IN CONT. TR7D. 2�c$ R 24" O.C. (MAX. ST�NE . � . 8'-0"} �'* � #5's VERT @ 16"' O.C. , � #5's CQNT. Ht�F�IZ. j @ i6" O.C. . � ° '� ` '� PROVIDE I-JOIST B�KG. . . a � a fl . � .. , _ , PANELS @ BRG. �� • 1 1/2° �T. WT. TOPPING Bfi1DGING PER DETAII. • 3J4" T&G PLYWD. �EfAIL 31510 � , � — — — — 8600'-0 VOID ` TC? PLYWD. ��� �r SOIL NAILED EARTH W/ SH{�7-CRETE FACING BY ` , � � C?THER . 11 7/8° I-J(�1STS PER PLAN # z S, x I � � � @ 16" O.G �� 4 � CRAWLSPACE � 4 o ' � W v #5's x 2'-2 @ 16"' TRANSV. � � � Ct?NT. TREATED (2)-2x12 �(5}-#5's CC7N7. LQNGIT. LEDGER W/ (2}-5/8"i?Sx8'" , �, EXP. ANCH. @ 16° O.C., TYP. Z � (1: Q CV / � 8595'-9 3/4 � T�F ' � "' � "� . . , . �' � 4 ° .� y .,- ' ' f R U" � J �yJ PERIMETEFi DRRIN PER GEOTECHNICAL 1'-0" 8" 1'-0" �,,? � ENG. 2'-8" j� 3 1 SCALE: 3/4° = 1'-0 i �• • s• : :: • � #5's CONT. HORfZ. - @ � s° a.c. #5's VERT @ 16" O.C. d . � 4 �Q d d . a d _ � �4" 4"� .. ' .4 . A . � '.a � d. . a. Q � a.. n� a. ?�c6 EXTERIOR WALL ` TOW STONE VENEER PER ARCH. CONT. L 4x4x1 /4 W/ — 1/2" QS x 4" EXP. ANCH.'s @ 24" O.C. (MAX. STQNE HT. OF 8"-0") PERIMETER DRAIN — FER GEUTECHNICAL ENG. 2x8 BLKG. PANELS @ 24" --, W FIRST J�IST SPACE W/ (5)-8d NAILS IhlTO EA. PANEL, 7YP. 3" OF STQNE & MQRTAR BED PER ARGH. 3��u T8[� P�i��. �� . . . . .. . . .. . . ... . . .. . CC?NT. TRTD. 2x8 LEDGER W/ (2}-16d DR#VE PINS @ 16" Ci,C. 13/4x71/4LVL@ 16"O.C. CONT. SOLID SHIM. 1!2°� x 10" A.B.'s @ 48"' C}.G. IN CQNT. TRTD. 2�c8 R #5's CUNT. HQRIZ. — @ 16" O.C. #5's VERT � 16" 4.C. � �� � #5 DWLS. x � �� � @ 16" O.C. �c� �2>-#s�s coNT. TC7P & BOT. 1/2'" EXPANSI4N MATERIAL � #5"s x 2'-2 @ 16"" TRANSV. 4" C4NC SLAB (5)-#5's CONT. LONGIT. PER PLAN �o . � SLUPINC v � �, . . , a. • . . N ��J77'-$ � 4� TOF a .. 4 . . Q. .. :Q . . � .. . �' ' � a� d. , a p, O :d , d PERIMETER DF�AIN � � �° $° _. 1�-4" PER GEOTECHNICAL 2'-S° ENG. �� �•.. 1/2"� x 1Q"' A.B.'s C� �8" C}.C. IN CONi. TRTD. ?�6 �? • ".�, Q z GRAWLSPAGE d � Q � r d a � d, dd d o � �: a 4". 4" " d � . � U , * GV � � ° •A a •o' C? . ° n ' ;– . ` o. ; ��� �u �{ �'�U V • v . °,�,. 7`-6° MAX. SPAN d' a , r. iii . � PERIMETER DRAIN PER GEI�TECHNlCA� ° ° ENG. ° � WATERPRC3UF ° � PER ARCH. C(�NC. SLAB PER QETAIL 3(S10 � SLOF'E a� EXTERIOR t� d � � \ d � � .c7 4 � .. . a __.__ _____ ___. __._a � � d � ° CQNT. � 3x3x3/8 W/ --�'�� � W�I�DED TO SC?IL. NAfL fC. � 4 Wi 5/16° FIL�ET WELD � � STL. DECKfNG MAT. Td o STL. ANGLE CQNNECTION �aNCJULD Ct�MPI..Y W1 SDI SPECS. � � ��, C(7NT. L 3x3x3/8 W/ . � 3/4° � x 4" EXP. ANCH.'s d � t ��� 0.�. � SO1L NAILED �AFiTH WJ �° � SH4T-CRETE FACING BY� 4 � dTHER d O VQID a r4" �° , d d d 4 . 7 � 4 �� A d 4�d 4' . . Q e 'Q .A. a � .. � � � �-{�n Vu � �_Un � , 2'-8�� �s ow�s. x � Lia 16" O.C. gc`� (2)-#5's CaNT. TC}P & BOT. #5's x 2'-2 � 16° TfiAR1SV. (5j-#5's CQNT. LONGIT. #5 DWLS. x I � � 16" (7.C, �1�1 a (2}-#5's GONi. � T(�P & BOT. � � #5's x 2'-2 @ 16° TFiANS . � O C.i (5)-#5"s CONT. LONGIT. a TOF C� �� � � � � . i . .. • y �e►[•Y��'ifl . �w • ♦ .r . • .� � * i� � � * �• � w � . � • ! � . , � � �. "„� � � � � �� � •• � � �� , � � � � � � �� � � � �� � � � � � .� � � �`� � � 4 P R t3 J E C T:. 02�8-C�5 DRAW�! BY: JPL REVIEUVED BY : JPL Cl A T E: PERMlT 04.18.C1� REVISIt�NS: REV. #�ERMIT 07.10.C16 � , 1Q BASE (� : g�sE R��s°x�o�xo�-�a WC (4}-1l2"' � x 10" A.B.'s OR EXP. ANCH.'s ON 1" MIN. SHIM & NQN-SHRINK �RC}UT » r • • � b • « • • • • �' REF. SCNEDU�E SHEET S2 FOR FiEINF. iNFC?. EQ� EQ. _ � c� t.? REF. SGHEDULE SHEET �2 / � t SGA�E: 3/4° = 1'-0 1/2"f� x 10" A.B.'s @ 48" O.C. 2x6 EXTERI(�R WALL IN CQNT. TRTD. 2x8 R WATERPROOF — 1 1l2" LT. WT. TOPPING MEtvIBRANE PER ARCH. I-JOIST BLKG. PANELS @ 24" 3" C)F STONE & MQRTAR IN FIFiST JQIST SPAGE W/ BED PER ARCH. (5}-$d NAILS 1NT0 EA. PANEL, TYP. 3I4" T&G PLYWD. 3/4° T&G PLYWD. - - ° - ° PER PIAN p�N TC} PLYWD. ;A . . � 11 7J8" 1-JOIST PER PIAN G TYP. � � CONT. TRTQ. 2x12 �EDGER W/ � � (2}-16d DRIVE PINS c�?a 16" Q.C. 4�� .4�� r DECK JOIST CRAWLSPACE PEFi PLAN q GONT. TREA7EQ (2}- 2x12 LEDGER Wf (2)- z ° —#5"s VERT @ 16" O.C. 5J8"Qi x8" EXP. ANCH. � @ 16" C?.C., TYP. T � ° #5's C(JNT. HQRIZ. c� � s° o.c. 4 #5 DWLS. x � {2}-#5"s CdNT. @ 16" Q.C. `V TOP & �dT. 6" Y TQF � i PERIMETER DRAIN - PER GEOTECNR(ICAL ENG. t � \ � .� . �-. � a � d . ad �1A Q1� ��! U 2'-0" , � � I � � � ( , o° � 11 h II 11 �� 1 � � � r � � EQ. EQ. � PER PL1XN �C;AI F� :�/4° _ • • �� •� 10° !c� CONC. PIER z � z � (4j-#5 DWLS x -' '� � � 6" SEE SCNED. FOR REINF. � 1' 8598'-9 3/4 TOW 1/2"� x 1 tl° A. B.'s @ 48" O.C. iN CONT. TRTD. 2�t6 F� BRIDGING —� BY OTHER #5"s VERT @ 76" O.C.— #5's CONT. H(3RIZ. @ 16"' O.C. VOID SOIL NAILED EARTH BY C7TH ER #5 DWLS. x � ----� �n 16° Q.C. �`,?��� �2a-#5�S coN-r, TC?P & gQT. #5's x 3'-0 @ 16" TRANSV. 1 1/2'" LT. WT. TQPPING 3/4" T&G PLYWQ. -' .- ° - - - - - 8800'-0 TO PLYiND. • �. . 11 718" I-JOIST PER P(AN °' (SKEWED) . e.. a Q a ' 1 112" LT. WT. T�PPING ° I-JOIST BLKG. PANELS @ 24y IN FIRST JOIST SPACE W/ (5}-8d NAILS INT(7 EA. . PANEL, TYP. 4 � 314"' T&G PLYWD. - - - - - - 8590'-0 ° � TO PLYWQ. �� d �4 a � a' 11 7l8" 1-JOIST PER PLAN CONT. TRTD. 2x12 �EDGER W/ 7: � (2)-16d DRIVE P1NS @ 16'" U.C. 4 �a � .a (5)-#5's CC7NT. LONGIT. 1/2° EXPANSIQN MATERIAL a.. • 4° CUNC SLAB � � PER PLAN � 8579'-6 cv Q . � ' TO SLAB TQF PERIMEiER DRAIN - PER GEO7ECHNICAL ENG. . . � 4 . � � : � e � @ BACK WALL ' A da 4 . ' o � � d' . 'pG� ' � A . d r .. : a ' � . . . ' 4 Q . . . � ' � � � �_��� $�� 1 �_5�� � �v SCALE: 3I4" = 1'-( � 7 1/2" LT, WT. TOPPING #5"s CONT. HOFifZ.- � ��� �.�. #5's VERT @ 16" t}.C. PLAN 48° C?.C. �R ING ,� 3/4" T&G PLYWD. a �y -- -------- 859�'-0 � TQ P�YWD. , , . d H{�! Tl'P. . � `- 11 7/8" I-JQIST PER PLAN d' CONT. TREATEQ (2}-2x12 -�� LEDGER W/ (2)-5/8"0x8" EXP. ANCH. @ 24" O.C., TYP. #5 DW�S. x �? @ Un lJ.l.r. ���u � d � (2)-#5's CC1NT. #5's x 2'-2 @ 7 6" TRANSV. TOP & BdT. (5}-#5's CONT. LQNGI7. . �° 1/2" EXPANSION MATERIAL . a 4" GtJNC S1AB � � . PER PLAN � SLOPING 8579'-2 � ° . d . d: . fl TO SLAB TQF d . . . �a C � , ay � . d p' . ' ' �i Li . ' `7 ` d . a d . . . °� PERIMETER QRAIN PER GEOTECHNICAL 1 �_4�� $° 8�� � � ENG. 2�_$�� � J � 0 F Q � � O v z O Z � � 2x6 EXTERIQR WA�L 'JVATERPROOF MEMBRANE PER ARCH. 3'" OF STQNE & MC}RTAR BED PER ARGH. 3/4" T&G PLYWD. --� TOW .�� . � .r � �, DECK J�IST Z � , , PER PLAN N 4 4 d` � � ` . . . � . . ' Q .. G . .� ¢ 4 BRIDGING PER DETAI� DETAEL 3IS� �., �_..��._...�`�,__ �, a SOIL NAILED EARTH WJ ` � SHOT-CRETE FACING BY � = ;� OTHER � ' � : �V � . � �~ , VOID - � w . � , .. �� 4 � � �1 4 - #5 DWLS. x � 4�� ��� � � ��� d.�. � � 1'-1 , � (2)-#5's CONT. � -rc�P & aa-r. - #5's x 2'-2 @ 16" TRANSV. ` � Qt7� 1/2"!2� x 1 fl" A. B.'s @ 48" 0. C. IN CQNT. TRTD. 2>c8 F� CONT. TRTD. 2x12 LED�'.,ER W/ (2)-16d DRIVE PWS @ 16" {�.C. I-JOIST BLKG. PANELS @ 24" W FIRST JOIST SPAGE Wl (5)-8d NA1LS IN70 EA. PANEL, IYP. 8605'-0 - TQ PLYWD. � @ tANDi�JG (& 8615'-0 @ EAST UN1T} 11 718° 1-JOISTS PER PLAN CONT. TRTD. 2x12 LEDGEFi WI (2�-16d DRIVE PINS @ 16° C}.C. I-JC?IST BLKG. PANELS aC� 24" IN FIfiST JOlS7 SPACE W/ (5)-8d NA(LS INTQ EA. PANEL, TYP. _ 8595'-0 ,{� ° TQ PLYWD. � @ LANDING 11 718" I-JOISTS PER P�AN GQNT. TRTD. 2x12 LEDGER W/ (2)-16d DRIVE PINS @ 16" t).C. #5's CONT. HORIZ. @ 16" C}.C. #5's VERT @ 16"' 4.C. I-JOIST BLKG. PANELS @ 24" IN FIRST JQIST SPACE W/ (5)-8d NAILS INTQ EA. PAN EL, TYP. U�1.1[.iSA�li ° Tt) PLWUD� @ LANDING 11 7/8" 1-J�ISTS PER PtAN CONT, TRTD. 2x12 LEDGER Wf (2j-16d DRIVE PINS @ 16" O.C. {6}-#5's CONT. LC?NG1T. 1/2" EXPANSI4N MATERIAL m � 4" CONC SI.AB 4.1� � v � PEF3IMETER DRAIN— PEFi GEOTECHNICAL ENG. PER PLAN - 8580'-0 • � a. � � . � TC? SLAB f � � , . � �, � . , � �,1' � � , ^ � r . r " � , �,,. ' 1'-��� ��� 1 �_a�� _ � m U = 1'-U WATERPROOF 2x6 EXTERiOR W�LI_ MEMBRANE PER ARCH. 1/2"� x 10" A.B.'s @ 48° O.C. 1I2" EXPANSION MATERIAL IN CONT, 7RTD. �8 f� 3"' OF STONE & MORTAR � 1/2" L�1°. WT. TQPPING BED PEF� ARCN, 5" C(�NC. SLAB 3i4" T&G PL.YWD. PER PIAN �. _... .._. � �. 862fl'-0 8619'-9 314 TO P�YWD. 70W . s ' �, SLC}PING . : ° � � �p. .. .> .:...<.,:.... . TO SL_A� a. ' ' : � � . a b —Q . . . Q fJ •- _ a. ° u7 ;• d• �f � _f � 8" THICKENED $� d T' CRAWLSPACE SIAB EDGE PER 2/S1. d 4 a. #5's Ct7NT. HORIZ. ° @ 16" O.C. #5's VERT @ 16" O.C. ���. ��� p d . d #5's x 2'-2 @ 16" TRANSV. (5}-#5's C(JNT. LONGIT. - � J U CV 8806'-9 3/4 TOF #'5 QV+/LS. X cs? 4 Cr� 16" O.C. �c� Q � TOP & BC}�NT. � ��� d ', , d- 4 ' �. ' o �' � p 4 4 d d � . - 4 . q . PERIMETER DRAIN PER GEOTECHNICAL 1�_q�, ��� $�� ENG. ��_$�� 2x6 BRG. WALL CON7. 1 1 /8x11 718 FiIM-BUARD PER PtAN � l2"f� X 10° /�. B.'S @ 48° C7.C. IN CUNT. TFiTD. 2xB � 8598'-9 3/4 TOW ;- �� JtfHLC: ,3!^�t � = I �-t1 1 1f2" LT. WT. TOPPlNG 3I4" T&G PLYV+Id. �. � .� .._. - .� ._ 860Q"-0 TC? Pl�YWD. �.. I-JOIST l3LKG. PANELS @ 24" CRAWLSPACE � IN FIRST JC}IST SPACE W/ � (S)-8d NAILS lNTO EA. ' " ° PANEL, TYP. 7 -B MAX. SPAN � �._.._ #5's CONT. HORIZ. - 4 C� 16" Ci.C. BRIDGING PEI� DE(�AIL DETAIL 31510 —#5's VERT @ 16" U.C. Q . a. aa . Q. a SOIL NAILED EAR7H W/ SHOT-CRETE FACING BY OTHEF� � � J � � �y #5'S X 2"-2 �a 1 B" TRANSV. - a p (5j-#5's CONT. LONGIT. - � z o � � U � 8579'-8 � �? TC7F *_ � � I-JOIST BLKG. PANELS @ 24° ° !N FIRST JQIST SPACE W/ ° (5)-8d NAILS INT(J EA. PANEL, TYP. d 1 1/2° �T. WT. TC}PPING ° 314° T&G PLYWD. a �, � .� � ._ � _ _.._ _ ���a�-o Q� Tt� PLYW[�. d d �j v . 11 7/8" I-J015T PEFi PLAN CONT. TRTD. 2x12 LEDGER W,J -�`� � I � i2)-16d QRIVE PINS @ 16" O.C. �' � <y , , . . � .. Q _ d � ,:a�• a. . � . 4 .. .. , a A'• 1 �_0�� ��� � �_��� , ��_��� . #5 DW�S. x ( � @ 16" U.C. � `-'� � �_j (2)-#5's CONT. TdP & BQT. 1!2" EXPANSIfJN MATERIAL 4�� �.+VNS..t SL�1B PER P(AN 8680'-0 �ra s�a�� �� . � �-- . w Mr • • � • •• M w * � � • •i • • � w s �w i * s � ' 0 '� �' "� � � � ! i� � •" � � ii '� i � . � � � �! 1 � � �� � ,� � �� �-- � � � ... �, • t I� Fi C.� J E C T; 0208-05 D RA1NN BY: JPL REVIEWED BY : JPL D A T E: PERMIT 04.18.D6 ��vis{or��: REV. PERMIT Q7.10.fl� � � • r 3/4" T&G PLYWD. � TJI BLKG. PANELS BIWN. � JSTS. @ BRG., TYP. DRQPPED LVL BEAM PER PtAN 6x6 PdST PER P�AN REF.SPREAD — FQC?TING SCHED. SHEET S2, FOR RE1NF. ,. b. .� —I�� O ., �1 1/2" LT. Wf. TOPPlNG 11 718"' 1-JOISTS PEFi PLAN — — — — — — 8620'-0 ___ TO PLYWD. � � � ��.... � EQ. EQ, SCHED. WIDTH CRAWLSPACE GFiOUT 1" STANDC)FF PLATE �OLID � c� m �� STC?NE CAP PER ARCH. STONE VENE PER ARCH. 4" CMU BELC3W GRADE GRADE STONE VENEER SUPPQRT z #5 DWLS. x � ° �„?a 6" Q 11'-9 �r SEE PLAN TQF d �11� � � . � . , � �� . � �► 1 � �1 ' �� . , � � ��� i13 LVL BLKG. PANELS @ 24" IN FIRST Jt7fST SPAGE W/ (5)-8d NAfLS INTO EA. PANE�, TYP. WATERPR(70FING & — FLASHWG PER ARCH. CdNT. 1 1/8 x 71/4 R1M-BOARD PER PLAN ssos�..� a TOW #5's CONT. HORIZ. @ 8" �.C. #5's VERT @ 16" Q.C. CONT. TRTD. 2x12 LEDGER W1 (2}-16d DRNE PINS @ 16" t�.C. #5 DWLS. x � ---.`` � $�� O.C. 1'`r� ��'oa �ONT. L 4x4x1/4 W/ I/2"� x 4" EXP. 4NCH'S @ �4° �----- #5's @ 16° NORIZ. �-- #5's @ 12" VERT. (2}-#5's CONT. � TQP & BOT. #5's x 4'-6 @ 16" TRANSV. (7}-#5's CQNT. LONGIT. PERIMETER DRAIN PER GE(?TECHNICAL ENG. . T 0 . . . o _� fJ , r Q � . �� ��� '� � J U � SCALE: 3I�" = 1'-0 RAILING PER ARCN. �-- 3" OF STONE & MORTAR BED PER ARCH. f-- 3/4" T&G PLYWD. �— -.—T'-� 8609'-9 TC} PLYWD. ��* � �— 1 3/4 x 7 1/4 �VL @ 16" O.C. l� 4 ` 112"� x 1fl" A,B.'s @ 48" O.C. t W CONT. TRTD. 2�c6 F�' r ,,. � �1 � � J � , �, � t� . �' ,� .. � � 1 `I/2" �T. WT. T(�PPING i-JOIST B�KG. PANELS @ 24" r W FIRST JOIST SPACE W/ (5)-8d NAI�S WTQ EA. � PANEL, IYP. � — 314" T&G P�YWD. . , — — ° — $600'-0 ,� ' TC} PLYWD. « � ° � � 11 7/8" I-JOIST PER PLAN .5" 5" . � CFiAWLSPACE #5's x 2'-$ @ 16° TRANSV. ti .� (6}-#5's CONT. LONGIT. � � � c J � N � 8596'-0 TOF • ' ° ` • , " � � . _"� ( � ` � * �' y� � ' � 4 Y F _ PERIMEfER DRAIN PER GEC7TECHNICAL ��'��� �Q�� ��-��� ENG. g�_q�� . (2)-#5's CONT. TOP & BOT. � r � �� WATERPROOFING & - FLASHING PER ARCH. 8609'-6 3/4 TC?W CONT. L 4x4x1/4 Wf — 1(2° � x 4" EXP. ANCH.'s @ 24" O.C. (MAX. STONE HT. (�F 8'-0"� #5's VERT @ 16" O.C. #5's CQNT. HORIZ. � s° o.c. CONT. TREATED (2)-2at12 — LEDGER W/ (2j-5/8"QSxB" EXP. ANCH. @ 24" O.C., TYP #5 DWLS. x � @ 8" O.C. �"' #5's x 2'-2 @ � 6" TFiANSV. (5)-#5's CONT. LONGIT. – � � CV 8596'-0 . . �.. �, � � , � 2>c6 EXTERI(7R WA�L — CONT. t 1 J8 x 11 718 — R1M-BQARQ PER PLAN Y� TYP• - 3" OF STONE & MO(�TAF� BED PER ARCH. - 3/4" 7&G P�YWD. � 8609'-9 7t) PLYWD. 1 3/4 x 7 1/4 LVL (c� 16" C}.C. 1I2'"�6 x 10" A.B.'S @ 4$'" C}.C. IN CC}NT. TRTD. 2x8 F� a 4 q d 1 1/2" LT. WT. T4PPING d ° 3/4° T&G PLYWD. � � � �. .� _... � � � �. _._ 8600`-0 a TC3 PLYWD. � H�k- 7YP. Q. a a' z � ' � _. a � 11 7/8" f-JDIST P�R PLAN q .� a. � . q a .d a 4 a a. a Q a ' 4 . . , q 1'-4° g�� ��� 2�_8° 1f2"'� x 10'" A.B.'s @ 4$" O.C. IN CONT, 7RTD. 2x6 f�,. CQNT. TRTD. 2x12 I.EDGER W( (2)-1Bd DRIVE PINS @ 16" O.C. #5's GiJNT. HORIZ� — @ 6�� O.C. #5's VERT @ 12" t�.C. #s ow�s. X � —..�. � �,� d.C. 1 9 #5"s x 4'-6 @ 16" TRANSV. (6)-#5`s CONT. L(�NGIT. – � � U N :.� • PERIMEtER DRAIN — PEFi GEt7TECHNICAL ENG. �•II:� �d - ., . s d - d . tl . .4 Q d • # . a, � Q .G{ � . . a � ' a. . � a, � � 2'_1 d° ���-#5�� ca�T. �o� s� �o�r. i� 1� m � SCALE: 314" = 1'-0 1 1/2" LT. WT. TOPPING 3/4" T&G PL.YUVD. ._. — �_ .— 8�20'-t7 TC? P(�YWCi. 11 T/8" I-JOIST PEF� PLAN I-JOIST BI�K(a. PANELS a� 24" !N FIRST JUIST SPACE W1 (5)-8d NAILS INT(� EA. PANEL,1YP. 2x6 EXTERIQf� WA�L 1 1I2" LT. WT. TQPPlNG 1-JC}IST BLKG. PANE�S @ 24" W FIFiST JC}IST SPACk W/ (5}-8d NAILS INiC} EA, PANEL, TYP. 3/4" T&G PLYWC7. _ --- 8610`-0 rir �'`� T(.� PLYWD. �"' �-- 11 7i8" I-JtiIST PEF� P1.AN CRAWLSPACE t� .'`1 Q� , d . k.' . � �. : � ♦ � , 1 �_6° •�� • : • i � 1� � � : 3l4"' = 1'-0 � . �r � • ,�r . � .• �r • � * � � i! .w �r � • • � r . � '4 � � � '� � � i � �� � �� � i �i � i � � � � � �� � r � �� � k�., , � � � �� � � � • • P R C? J E C T; 0248-Q5 DRAWN �Y: JPI� REVlEWED BY : JPL Ci A T E: PERMIT 04.18.Q8 REVIiCC)NS: REV. PERMIT 07,1t�,fl� � " � �r � ` �' a" �: `, ,'`, ��� �. MM A ,I� : � � �____� WAL.I� aUT�INE ASt�V� , 0 0 kl ��..J ���\�� ►J �lJ �,��_ Y 11 11 \ 1 1 �� ��� 4418 C C.�L,1���IBI�� :D�:.I'V� GRFA ALLOWAHLE � 51TE: 30, q2`7 SQ. FT. (1C?, 000) x,�G� = 4, 640 5Q. FT. (5, aQ0) x.38 = I, qD0 5G?. FT. (15, 000) x.1� - 1, q50 SQ. �T. {q27) x .0� = 55 5Q. F�'". TOTAL = 8,505 5Q. FT. AL.LUWABLE 4418 GOLU1"IE31NE DRIV� `{WEST UNIT) 8, 505 x.40 - 3, 402 5Q. FT, 0 �RFA TOTALS VJEST UNiT (RE: PLAN TOTAL SNEETS} 8580' L.EVEL. = 8! 7 aG?. F� ..�r �;� ���� � � 85q0' LEV�L = 3t�8 5Q. FT. � � BG�OQ" L.EV�L. = 1� 083 SG7.- F�". 8�30' LEV�L � 1,181 5Q. FT. 8�020' L�V�L � 751 5G?. FT. TOTAL q, iq0 SQ. FT. GRFA DEDUCTIONS WEST UNIT L.OWEST L.EVEL. / AREA SELOW C�RADE: TOTAL AREA � 3, 245 SQ. �T. AREA BELUW = 2, �453 SQ. Fi`. 2, 453 t 3, 245 =.755q � 75% � GARAGE � 60C? SQ. FT. GRAWL: SPACE � Q LOWER L�V�I. = 267 'x 75% � 200 5Q. FT. TC?TAL. DEDUGTl4Na = 800 5Q. FT . \�,� ,� , ~��,'' '`',' � r , r� .?�` , ` ,� �. - TOTAL GRFA = 4,1q4 �G2. �T. , ��' � TOTAL DEDUGT14N5 - 800 SQ. F7. ,� , � ; }� � , � : ,; � � PROPO�ED GRFA = 3 390 SQ. �T. ,�, ` . , , ; � . i � �� , � .� C�Gt)Vh`i21C;Ii7' '�`'r , . � ,`� , �,�. ,� S`TI:GTs� J.1\t�:S RI[>I*\ ,, ; . � � . n ` ,� .�' r �: ,� , � , ,,� � �„ ,„� ,�,�`.�r ,,,;� ��� :�.I..1, .il2CFIIC`t;C`I' T.C. . � �:�`' ,� �.�° ALLOWRSLE GRFA = 3, A�2 �`aQ, FT> .�i,t, t�tcxti�r5 ��:s�.tz�=��,r� �� , ` ' � �` ( � � �PROP05ED GRFA 3 3q0 5Q. Ffi. �{F � .. . �. . � � � � . . � . .. � � � .. . � .. . . � .. . . , . j . . .. . 'I'.Ff1tiT V#E.�tE�;`:r. L�iB?itF7i>I»h.S . . . � . ,�tiFt )C�SIGti3i!#HFI'. .LS.;I� .. ;r� , '`� � �� . � REl"fAINING GRFA - l2 �G2. FT. , , � + 1'zS3`Rt AtF'*,1 (7} PHf>FL4. d)ti�11, P �,,,f .. � .. . � � ... - . . � . . . � . � . . . � . ' . Sii'lE'+,JihtkB�Rb)k'v 17 t � ' � �.k7k11ik iYiTikPRttkR1'Y[.F � �\ . . . � . . . .. . � 1'SP?i,ty N1{t L7:�<R�C'ART W7i`fS:74T.. � ALLDWABL.E 4�t8 COLUMSINE DRIVE (EAST UNIT� ti ,_,_.�.. _,,. ` txr t4�+x'r�t�;,�cmtc�erznt�«*� r.r. '. 8,505 x.64 '= 51103 SG?. FT. ��,����r.,�,K�R,�» _ {���'ry-{� /'� �- �-_�-- wa�:�. ouT �N� a ov '. V� ! '('.� l! �� � � � . . . . : ' . . . � I � . � . � , . .. . . . .. . � . . . . .. � - , .. . � . . � TFtF xY�,�"Ck.Mt"t��R 5KIAt GTN{xR�>4"f:tti:}" .. . .. � . . . . (2�`BtFt`t AtiUBtSRVK7 f:XtS12.'�ia . . � � �� � � CRFA�� TQTAL� �EAST UNiT � � � � � � � � x��n�,�.u:��r�,v���r„tk��.,� . . . 7)bti t Tk[7iS}s 9({lSKti kTfl p;t,°i � � . " . . � . � . . � � . . . .. .. . . � . .� � � � � � . Wtziifi t7ti 7'M}': DltAU`4':<x5. � . . . . � . . � . � ; . . � � � � " . � �' � . � . '- � . . . � . . .dilf'. t"C�a7iFSCCCGR S?CdLk..2F:P0it i .. � � � � � � � � � (RE: � F'LAN TOTAL. � SNEETS) � � � � t��,�:,����,���<,kx>�e����,�r,5 ��� . .. . . � .. . . .,. 7 0 l Fi!' ARCIUt'£47 fSEfiiRF,� . .•' . }'RGt`t.El>ttit3 r.. . . � �) �,. . . . S�J%� -� .' � �t�s� 8580' LEVEL � q5q aQ, F7.� ,��°~. �������} _ 85q�' LEVEL = 826 SQ. FT. ; 8600' LEVE � 1 32(0 �Q „�,�,��,. -�-H �} I / L , . �7. � ....�. � \ j �'"}"'�'''`j� - �""� ''"�'"'` '�'''`Q,, f'�� ...... � � \/ '"�'� j - /�'"� f''� S�o10' LEVEkr � 784 5G?. ' F1". �f�,�:, AUG. 24 005 �,/ � � � Y � l.,.Y. � l../ I 1`"'� � """ � � � UC . � I , � � I CJ � � �./ � �.� Y � � , I � l...- ""` � tiU t � �.X' . � � . ' , , 2 S�O20 LEV�L. = 1,18q 5Q. FT. ��f4=��c��,,�� ��;��,� &t 30' LEVEL = 847 �Q. FT. .: i SEPT, �, 2D45 ,. TN TOTAL 5, q3t 5Q. FT, ..,_ ° o-��:� �,� �� � <-� ��3� ��,��; � r ;` ' : � 4 � .;�< . , . , � , GRFA i�EDUCTIONS �AST UNiT , , '.0 ..r� - . r.;,� LOW E5T LEVEL / AREA BEI�OW ` GRAI�E: ��„` � �.e � . �..,����� TUTAL AREA = 3 295 5Q. �T. . /�i �� s Qt� , � � .i � �, <„���_,,;��, .� AREA BEL4W = 2, A53 SG?: FT. �. � ,�.��,� a 2 453 f 3 245 =.755q = 75� F'��������. `. / 1 , ' GARAGE . g (oQ a T 0 Q. F . . . � ' GRAWL. `SPACE = 0 _ : � ` s LO�tER �.�VL� 35q x 75� 26q SQ.' FT. - : , � 4 I T TAL DEF�UGT' C�NS &6q SG?. FT. t t1 858� -� L�� r �L �LC} R � C� PL,.��� % Q i . T TAL. GRFA 5 q3i 5Q. Fi'. � � , ; TOTAL D UCT N - ED IQ S 86 5Q FT. �, , � q . , _ , SC�.L �., - _ E� �0 / � ''PRC�P05ED GRF 5 06 Q A 2 5 . F"T', = , �, ALLUWASL. A � E GRF 5 iO3 5Q. FT, ...,_..- ---.,.,. � , ._.--n- ..--,.. ` < RD 05�D ' A ` 5 0(�7 P F' RF 5Q FT. G , ..------' , � '�.. , �MAtNIN A � , '�.. R F 3b G R 5Q. FT � G . _ -.,,,, .r'/ �... ` ; /�`�.. ` _ ''�y... 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STEP "� �L3 �`' TOL = V{F REF SL4 � ( C T(7F = 8579'-8 CASCAD �' - - FTG, STEP ^� 5'-5;' EF S�4 CFiAWLSPACE I ( 8580�_� 2'-8" TCi SLAB Y' �_�v s� �_fln ( V /�, i crai �• �s�a�� � ��_n _ DATE: 04-20-07 t�1-07-08 �aw�� RaoF f � 8�1t�`-Q" FLOrC�R FRAN(IN� PLAI� SCALE: 1 i4" = 1'-0 DA7E: 05-11-Q7 i'_4° '�," . • . a� . 7v`" a�5"s @ 16" C}.C. EA. WAY . CRAWLSPACE d A� a.. fla: ' '�a TOW = 8609'-9 3/4 T �• � (�F � R.ri7�'-:� I T - '-9 8/4 I OF = 8579'- I c��� C�- CASCAC�E � FTG. STEP � REF SL4 � 10 DATE: 04-2U-07 TOP OF CONC. FQUNDATION WALL WATERPRQO� MEMBFiANE PEF� ARGN. �� 3° QF STONE & MORTAR � BED PER ARCH. 314" T&G P�YWD. 2x12 CONT. RIM G.L. BEAM PER PLAN (DROPPED} 114" FITiEO R's W/ (2}-314"S� T.B.'s DATE: 05-11-07 � ��_�,� �� 5'-22" CLR. CASCADE FTG. STEP �G REF SL4 • STEP — — — �' EDGE OF -`�'' 5�A8 � 3 ` S12 � `� 1 �,� � � TOW = 8609'-9 3/4 "' �� � T0� = VIF ,. - I l'OF = 8579'-8 �g 4 5'-5�" S10 85$0'-0� TO SLAS TOW = 8595'-8 N TOF = 8578'-8 �t' AI F� 1/d" _ 'i'.ft � EOGE OF CONG. - FOUNDATION WALL O I o li'� o g o N� o (1}-#4 CONT. � � �+ii��� • i • �� f�� w. �v : • „�' �,'?'"'.=' i-u-u-n: � �_f-`I[-7[=11-. II =IL=71-II� �a Il��I1��Jl�i1= � , ii=u-i�-u� =n=ii=ii� i�=u=it-n ��=u=�� � ' ��-��_��_:�= ��=.�r:.t�=;�r .� • :�� . • � • .�� DATE: 44-20-07 �1 �, � m 2x4 OR 2x6 STUD BRG. WALL 16d DRIVE PINS a� 16" O.C. (IF S(AB IS HFATED GLUE SOT. Ra 11"TNICKENED SIAB EDGE W/ (2)-#5's CONT. HORZ. ,TYP. 4" CONC. SLAB PEFi PlAN 85$0'-0 ,;� ' �, TO S(AB �• 0 ��+ (2)-#5's CQNT. HORIZ. PER PiAN TOP & BOT. TOW � 2`-0 FU�L FQ�i REMAINDER OF REINF. INFO. � {2)-#5's x HT. REF. TO APPROPRIATE DETAI� 2�_p T�P & gpT NT. HORIZ. � � FULL ��"Q PER PI�,N (2)-#5's x HT. -�QVy 2'-0 - 2'-0 � 2'-0 � PER PLAN EXTEND HORIZ. REINF. TOF 2'-0 PAST STEP TYP. � � � � � 1 FCiR REMAINDER OF REINF. INFO. � 2�'� l, � � REF. TO APPROPRiAT� DECAIL {2�-#5's x � � � � 1 1 � TOP & BOT. 2�� � � `� N @ CA CADE OPTION � PER PLAN � TtJF PROVIDE CONT. FTG. @ CASCADE OPTION . � � 2`-0 � � m � w /�i "1, TYPlCAL FQOTf NG �TEP � DATE: Q4-20-p7 TOW Y -}----�---j----f— —�---�---�— � I I� I ( z ( (( I CONT. TRTD. 2x12 tFDGER W/ I� (� � �v I , �( I ,��— (2}-16d DRIVE PINS �a ' 6" O.C. — — — ^ — 2�_0�� -�,P � �� I I �' 2'-p" TyP. � 86d9'-9 3/4 -�- � I � �...�... � T.�.W �- � I I rt ' � _ _ ` 8609'-6 ,�. I T.0 FSTONE - � — —I � � p n: �`—�_8609'-3 ' � MECHANICA� � ( � � ° T.Q. p��Q. �` ( I ACCESS ( � PROVIQE (2}-�5's z � I( � � I E EXfENDING 2'-0" � j BEYOND OPENING � � \ TYP. @ OPENING -ro'„ � — -I-- — —� -�-� � � � �- �u — --�. _ . � 2�c12 BLKG. @ BRG. � � � � � REFER TO C(JRRECT I � 4'-0" MAX. DETAIL FOR WA�L � / \ � � ( STEEL '� BB C�NNECTION: _ ._ _ — — - REFER TO DETAIL 8/S3 I �� � � fi( I � - � t � / \ � i ( THREE ROWS CF {2}-5/8" x5" EXP. ANCH. � _ �-}- � --- I � � --�-- I � � I -F I 1 � I � I I � ' � � ( ( � � I SCALE: 5/8" = 1'-0 � � � ( � � � s � � � � � � 1 I I I f I �`-� � MECHANICAL ACCESS scA�E: a��a° =1�-0 SL7 DA?E:05-15-07 , �II' Z I I i I ( � � I � � I� I I � ��r � r� �� 1'-4" - _ °�._!� c� a— � � ' �� #5's @ 16" O.C. � EA. WAY � CRAWLSPACE ,� 5`_0° MAX. SPAN � �NI � CC7NT. L 3x3x1/4 W( — 5/8� � x 5"' EXP. ANCH's c ���� o.c. VOID SOIL NAfLED EARTI-I W/ SHOT-CRETE FACING BY • t�THER B�tIDGlNG DETAI� FC�R 5'-0" MAX SPAN IN CRAW�PACE t�NLY aa-rE: os-� s-ar t—� r°�. �f I��p� r� s EAST BRG. � 4 I 4 I 1 � S4 I� � — ___._ _ � _ �. — � — — � � =DGER ILS & � � ( � � � DOWEL NEW WALL @ �� I � � � I TO EXSTG. W/ #5 �.� I DWLS. x1'-6" DRNEtJ i�tra s�$°� x4° � � � — � — � ( HC?LES @ 1 &" ALONG � I BOT. HC?RZ. LEN�TH EXISTING WAL� � ` ` �______ � �� I I -- � I N� �� 5'-0"' MAX. SPAN DOWEL NEW WALL ^ i 4' i.i- C'S a 70 IXSTG. FlG. Wi #5's VERT @ 1&" O.C. � j� � 1/2" IXPANSIQN MATERIA� • (2}-#6 QWLS. DRNEN ( � I #4 DWLS. x d.� � � . a• INTO 5I8"!2i x4" HCILES @ 4$" O.C. HOLES ' �� �s�s ca�rr. Ho�iz. 1 m ._,�, N m . Q i6" O.C. 3 �� a d PROVIDE (2)-#5's CONT. — �4 a � 3" CLR. FR4M EDGE UF � I C � — —• --- — EXISTING SHOTCREfE WALL N � � . � f' : I O�� , a a� I �� ' H 4�E : SQI� NAIIED EAR7H W/ �Q l—„" r DQWEL NEW WALL � ' � OTOER ��E FACING BY T�O,IXS �G6�DRNEN + 8" THICKENED SLAB ��� c� � � �'� INTO 5l8�� x4" � EDGE Wl {2)-#5's ' . CONT. NORlZ., IYP. . . SHC}TCRETE ANY HOLES C� 18" ALONG V(�ID ( VERT. LENGTH C1F z�'o° ►N1iN, �cic�.,E ca� SHOT CREt'E WALI.. d . ",d 501� NAILED EARTH W/ SHUT CRETE FACWG BY OTHEFi BR(DG{N� DETAIL FOR 5'-a'" (1�/�X �PAN 1N CRAWSPACE (JN�Y DA7E 05-31-47 � , � � „� _ �_ . ____ _____. ___ � k. _ _..� _ �_ . d. REMAINDING CAPS B1WN. � EXISTING WALI RAFCER & b�: NEW C(?NCREfE WAII & EXISTING SHOTCRETE WAL� JT BRG. STL. DECKING MAT. TQ I ( EXiSriNG CONCRErE STL, ANGLE CONNECTION WAL� SHOULD COMPLY WJ CONCf�ETE FC}UNDATIQN � ( CANT sa� sPECS. WALL BTWN. VC?IQ & EXTERlC)R a�t�° s�ae� ��ir�F. w/ #��s c� �s° � WALL ALONG NORTH UNIT scALE: ata° = ��-o o� O.C. EA. WAY ON 1 112" x 20 ga. L10 DATE: {16-12-07 � ( GA�VANiZED NQN-COMPOSlTE STL. TOP & 80�� �� DECKING (VULCRAFT 1.5C20i ( G9p {Z275) OR EQUIV.) � SCA�E: 3/4" = 1'-0 a� � _ � e�i!�■�� �►�,'ti!- ii��■ I�'' ' � 3�:� ��f ' i a �'s 5 W1 x3�( -- � - ���� �5 CO T. 2x12 LEDGE W( � (7) 12d NAI S & (1)- /2"f1i X5° v�u c� i s�� a.c. �. s ��� ��L't� « .* Y 70 STL. TYPIGA� EXTERIOR HEADERS ARE (2)-1 3/4 x 7114 LVL's W/ (1)-2x6 TRIMMER & (1}-2x6 K.S. EA. SIDE, INDICATED THUS - - BM. POCKEf > � 1 /8x '1 71 � RIM BdA D ;� x .� � �12 T i � �t � �`. � _ � : w. , r� �� f�� � � � �s '� .� � � � Q���, � d �� 4 .- J L u 3,_0" � s�-a�� HORZ. aiSTANCE BTW�1. ADJ. HOLES MUST B� AT I.�EAST 2x THE 51ZE OF 1.,4RGER NOLE � `—W10x30 W14x26 PENE�'RATION IN STEEL BEAM �OCATIC DATE: 06-22-07 � fi 2`-10�� � x 12 { PPE } 6 x 1 (DRO PED) G NT SIMPSQN HUC212-2 (INVERTEDj � pG' INDfCATES 2>c12 �� � S7RUCTU RA� SUB- �i� �b�` FASCIA, TYP. SIMPSON HUC212 {INVERTEI�) LQWER RCJCJF / N 8�C�0'-�" FLC�C�R FRAMING PLAN t\ fiC:AI F� 1!d° � 1'-(t DATE: 06-22-47 M�l�� , °' FTG. STEP 3'-1�'" . 2�_0" � � � �-a„ � �f��� ��,8 �����. W, �� � ���� O.C. EA. WAY ON 1 1/2" x 20 ga. GALVANIZED NON-C(�MPQS#TE STL DECKlNG (VUL.�RAFT 1,�C20I G90 (Z275) OR EQUIV.} S7L. l�ECKING MAT. TCt STL. ANGLE C(JhlNECTION SHOULD COMPLY W/ s�E s��cs. (4 MAX.}-2" Q3 NOLE iNITHIN QIM. SNOVVN PER CC7�1TflACTOR =1 ~`° (1)-4" �Ci HOLE & (2)-2" �i HC7�ES OR (4 MA:C.}-2" f� NOLES WITHit� DIM. SHQWWi�d PEh� CONTRACTOR uNi�r ssoar �vE� sc��E: ��ak� = ��-a ri�vv�v� i v�..�.r .�rivviv viti ivvu_v � CUNTRQL JOIiVTS AT 12��0° MAXIMUM TQW = 8598`-9 3/4 SPACING EACM WAY. TUF = 8579'-2 8579'-0 � TC7 SLAB S9 -- 07-10-07 � �� � � TOW = 8593'-2 / � To� = s�7s�-2 Q TC7W = $578'-4 � TOF - 8575`-8 ��� A / � �,,.,• � , � n •�,•K, J � �`^�� TOW = $579"-6 � �, �ro� = s5rs�-s '��, TOW - $586'-0 �"'� �' ��' TOF = 8576'-8 `2`.' 4 .� :9, S13 F{�lJ N C�ATIC�R� PI_.AN DATE: 07-10-07 1 /4" = � . • • • .� . • �� M • «. . � s w ii �r • � • • r � 4 w � � i� � � � i % • ii '� •• � � �� � i � � � � � �� � � � �� � � � v �� � . O��Es �'. � ! � �. , i: � P R O J E C T: t?208-fl5 �FiAWN BY; JPL REVIEWED BY : JPL D A T E; Q2.08.08 i�EVf _ � v� ,, � �! �% �`� ���� � ` �� � �� � � ���� 1 � C � ; � i E� � p���m � �. ".. ..,,.-�pw,.' � � f�u X � � " �}�T�,� �. �NEET� ���'s� � � ,"� � � �� � � �� �� F "� ��� �. F �a � . � F '' ��. � <� w.�:� � K��' � ��� � �. S12 FfG. � STEP � 1 � � 9'-11a� � o�-� 0-07- ilf � „ s�-a� FTG. STEP M. 00 N � 3 ; : '�• ' i � � � '^ ��'� � : .. . , • : • : I ., .. � �i ` � � I ' � • ' ■ C ' ��, M . � ` -� '� F � � , � , `� •� � • ` • , w + :—.�111� �, � � � �� ��� .1� '� _ � . ���w -'�� I ❑ I I � I / 1 ' � � ' . ' - � - — s��5 fi, TC}W = $ 02'-11 114 � TQ� = 85 7'-51/4 8'-8'4-" ! U �E� � CRAWLSPACE 7 � S11 ;°- � n �,� � F(�JU N �ATIC�N PLA�I SCR�E: 1/4° = 1'-0 DATE: 07-� 0-07 WATERPROOF MEMBRANE PE ARGH. 112" TRTD. PYL1 STL BM. PER F.� ... .., �. .�.... WiDTH DRIVE PINNED TO TC}P FLANGE @ 16" (�.C. (PACK WEB SC1L@ & BtJLT W/ 1Wt� ROWS C3F 5/8"Qi T.B.'s @ 32" d.0 ) DATE: 09-1 Q-07 .�• • • � • : : •• � I� �. r ( �..5�_5a,� BM. POCk 1 � S12 — (NOTE: T(�F NAILEQ W,� (GO BEYC}I� t7F ISC}LAT __�1 f'-t�" � °� � FTG. STEP � 2�-s�� ( � � • • : •� �� +� r r • � r � - : - r 2�c12's PEFi PIAN SIMPSt�N L8212, TYP. � 8 � #5[ @1 (2}-� TOF •-r . . e DATE: 07-1 C1-07 WATERPROC?FING & FLASHING PER ARCH. RI�E & RUN PER ARCN 3" OF STONE & MORTAR BED PER ARCH. 8609'-6 314 TOW 3i4° T&G PLYWD. 8608'-9 - T(� PLYWD. OO TYp• 2�ci2"s PER PLAN —� _ / % CONT. TFiEATED (2)-2x12 —�'� �EDGER W/ (2}-5l8`"�x6" EXP. ANCH. @ 16'" Ci.C., TYP. REFER T(� 3/511 FOR REMA{NDER fJF INFQ. � r DA7E: 09-1�-07 0 � #5's VERT @ 16" O.C. #5's CONT. HQR1Z. @ 16" (J.C. (2)-#5's CONT. TQP & BtJT. L{�1NER R�C.�F / _''-° 8�10'-�J" FLC�CJR FR�MING PLAN � SCALE: 1/4" = 1 • i : • ` � `; : �, . . , . , ; • � :.!• • � •• r • 7 3/4 x71/4 LVL @ 16" O.C. 1/2"f� x 1fl" A.B.'s @ 48" O.C. IN CONT. TRTD. 2x8 R #5's VERT @ 16" (J.C. DATE: 09-10-07 SIDE V1EW MIN. BOULDER DIMENSIOtvS ., s�-a� Mitv. FOUFi COURSESOF BQULDERS MAX. 1 z� roP uiE+,v 2 �� :�:�:r i:�i . � r���y� ! : • � + • L { � + ,,, f' L ' ' � � ' f � � � ,;.:.,,w . Lr • • • � • � �''�'�' �•' �` rn'='n=ii.'—`-'n_'=ii.'—`-'n'--'�i"_'n°=;i'—'ii'—'n'-'-ir`i' i_. 1i:ti�i:.�.., -n=ti=1'=P=if-C=17-II-il-II-11=11=11=1i=1t-11=ih �^-•�""•�.-.a.w �ii=n=:�=n=n='u—n—_�='n=a='n=u=n=n=n=n=n- �;�;.ty�.1�;� -n-a_ii—n=u=t_=n=n=p_u=u=n=n—�i=�rn=g=n=n: ,:�..r ,..�.. -ii=.it=s_�i=;r—n_n=n—n_u=-ir—�i=u=�i_n-n=u_n_!i= . °I':-'ll-1f=11-II-1:'13=11=L'=1f=11'L_'=11=H=11=11=11=11' 1=1t'. ��.f�.�i i . ! • .'11=1i--1I-11=1t=ii-il-_f-11-11=:i='1-lI-i1-.i1=!1=1i=11=�:1= �.�.�^,. rII=11-g-11_11=11=11=1i-11=11=1I=11=M-11=11=1I=II, (I-11=11=11 � n n n u—iT—i iro n u=n=i=�i=n=n=n=n=_i=i=iT=u=n= ���r�i� 4 � •� .'II=It II I II 0=1i 11 II 11 Is=11=1i=I1=11=1f=1r=11=11-11=N=11=11=11. 1•.1 .11-11-11 .Ii..lt It..il=il'il.fl.Il tl.�f-11=i1=t1=U'N'i1�J-�1-VI'll=ll'il- �. i:.w,.►.�.►. . . ."" : i. f � • • • • �.�,� • �• .� i i .� s � r: � _ . R�i�,I���I�I���I�frl� !�:/ �y'. �Y : .r:� �y .�� .+,.� �� :�.�.-.�.�: �:.sti'.'�_1;�� A. !'..�_RS'IUs:� r � � s• � :� r • - � . � . � � � � � � 8608'-6 3/4 � EDGE t�F CONG. FND. WAL� J L 4x4x1/4x0'-7 W/ � (4)-5/8"QS x5" THREADED RQD EPC?XIED (Pt7WER FAST 8Y POWERS OR EQ.) INTO 3/4"'!7S x 4" HO�ES (1WQ EA. SIDE OF WEB} L7ATE: 09-10-07 8 x 12 WI (� )-3/4" !� x 12" LAG (COUNTERSINK) 6 x 6 BRACE --f NOTCH 6x6 BRACE'S INTO 8x8 POST 1 1/2" & THRU-B(7LT W/ 3/4" � T.B. 8 x 8 PCJST ---�., DATE: 01-16-08 m 1=! � � � � J I ,,,, � 2 r r ti ± • ■ r � i r� r� � r • •• . . i • �o � �u � � ��« : 3/4° = 1 NOTCH 6x6 BRACE INTO 8x12 BEAM 1 1!2" & lAG WI 5/8"x10" LACa '°IN � � h �� Y r�1u a f'',t':AI �' :�/A" — 1' . �4r �1r • � � • •� ♦ � � * • • i� • • � .. • � • � , � � � � � � � • �� � r� � �� � � � � � � � �� ` � � �� � .. � rt I w . � w � � �i # � • � . � . r � � r i � � 1 's 1 i . * i � � w� N �. � {._ , ■�■�I�■�■��I��■ : �� �; � �s �. �. ,� £ ��� � N41 �ction b °first di; ..�,� SEV �.. � �pr r FOUND SURYEY! 1.5" ALUMiNUM :t �5 REBAi2 LS 2t t�0 �� � W �0�0 ... /"FOUND , 1.5° AL' #5 REB IQNUMENT-. � � � .,,� �,�������; O,� � r �� ICE.� According to Coloracla (c�w;��yau mus#� cornmence any�'Isgol ��� �� �sed �upon any defect � iri;� th�s �survey wi€harr th�ree years afEer you eavered SUGit t��f@Ct. !n no event, m:ay any action based upon �ct `;rri; this survey be cornmenced more than ten years from the date af certificatiori shawn hereon. s � � � e,i ,,,,,, ... s � � � � �I�► �� �,� � � � . J S � ♦ . ir �r . r r • L�t�T �3 - =� • �r -,- � = �►- � � � � � � � � j � � i � � � � * ' � � r � ' " � � .. �.; �" � ,:, �� �� �� *. �<v`�` S� �. ,, ,43a °� � � � .C�� �� '�' 1 aJ �.r . ... .. A.rch.ibe ue Land �onsult�ing, L�td q N Professianal Land Surveying & Mapping � 105 Capitol Street, Suite 5- P.O. Box 3893 Eagle, Colorado 81631 .7�Vr��r�����V i./■ i �'4�i w'I�����Vr�1/�� �QX 2Q 0 10 20 4a 1 INCH = 20 FEET i �� NQ'I'FS; 1} Survey Dat�. IVlarch 18, 2QQ8. 2) Lacaiaan of Imprc�ve�rients, T.,ot lines, and Easements are based upan the hereon r�ferenc�d P1at t�f Resubdivision of Part �f Bigho�n �ubc�ivxsic�n Third A+�dition, Amended P1at,Town of Vail, and Surv�y Control Manume�tts found at the time nf this survey as shown hereon. This S�arvey does not constitut� a boandary sc�rvey nor any investigatian into recorc� easements or encumbrances associaked with this property. 3� STREET ADDRESS�: 44�8 �olumbine Drive. 4} Elevation Da#.um: Elevations a�re baseci on an elevation of 8574,97' on th� sanitary sewer manhole rim in �alumbine Drive as shc�wn h�reon. LEGAL DESCiZIP'TIQN Lot 3, a Resubdivision of P�t o£ Bigharn Subclivisxon, Thircl Addific�n, Amended P1af, TOWlt OE Vc11�, accordang to the Plat thereof as fi�ed far recort� C�ctoi�r 3,1977 at Book 260 Page 538 in the C}ffice af fhe Clerk and R�cordex, Couniy of Eagl�, Stat� of Coloracio. CER'1'IFICATI(JN I hereby eertify that thzs Impravement L,ocation Certificate for Building Permit was prepared far Purchase Developm�nt, that this is NQT a Land Survey P1at, Tznprovem�nt Survey Plat, or st�akutory Innprov�menfi Locatian Certifzcate ar�c! that it is not ta be relied upc�n for the establisl�mez�t af fence, building, or other fixture inn�provement lines. The purpose o£ this certificate is tc► depiet construetic�n improvem�nts relative to prapexty lines. I further certafy that on this date, M�xch 18, 2Q08, the impravements depicted are entirely within the boundaries c�f the pareel, exeept as shawn. ����������'� �,��� ti��,coa,�',����`,p� �w�' �• {: . -ca ' r-�- `� rn : a� t?,-r' �`+� � �4�` y� ���'j �,a� � �i *! � 'Theodore J. Archibec�iae PLS 37902 Colorada Prafessioxzal Land Surveyox • � � �. ���.� . ����1� � G��� �� �' ���.��,.,;� r °� � ��� �� �� � " ���'���� �`�� �r�:�� �� ���� �����:`� �, ,,� � ���#�i� ���#"'l��at�� `� �_� � �'i b� *��� �d��'�e �^�`"' ��. �*a, � � ���; � �.w..�._.�.�.�� �__... ,.�.�_. __._ _-�� f, ..w.,...._-..—.�...�_.v.. . ���.�, �._ ��� �„�� � F �,, �� � �.:�. ,��� �;�.� � � �a � �� � iMPR4VEMENT L.,OCAT[Q111 L�ERTiF1CATE FQR BCJILDING PERMIT �.,,t�T � R�SUBDI�Ci�10[� +OF" PART OF" BICHfJRN �UBDIVISIOI�I, THIRD ADDITIOIy, AM�ND�D► PL,A.T TG1WN �O�' VA1L, Cou� oF �A�LE, STAT� OF COLCtRAD4 DRAWN BY: l. J�l" JC76 NUMBER. tl�l U� DRAWING NAME: 05105ILCBI'.DWG SHEET' � OF � r�A`rF� ��"�""i,J� CHECKED BY. ��� � •� d