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PRJ08-0138 DRB100069.pdf
� ; � s � . : O O N ' �. ; �: � i _ o 00 _ . . a� O N r.a N � e� A I �" ' 0 0 a� �. � . . � I � �..� I� — o � . . � . � � � � m - w � LOCATION MAP � � o LANDSGf�PE NOTE : 1 : .:; :<:::.... A N I P N A EXI5TIN6 LL TREES SHOW ON 5 TE LA RE 1 : F; DRAWING INDEX � � ' P9 � ; ; �r ; : TREES TO REMAIN. GP�RE MUST BE T�4KEN DURING p . , ., ,. � o 0 �- . � : . , LOT 11B � � : �.,..»>,.; ...:.:....�. t ::> �Q GONSTRUGTION IN ORDER TO KEEP THEM DAMAGE � � � � � , �� �RCNIT�CTUR�4L DR�4WINC�S � ,� ,('p` �" , : ,,. � FRE�. � N � � ��� O � ,,; ;,. � �. _ . . ¢ � � F ; _ sou� w� 1�LL TREES TO BE REMOYED ARF SHOWN ON DEMO AI 51TE PLAN ' v1 I I � : � � : .'$ `.::;, ; 1 � � � .. tao�8�-0° � Sou� � P AN. 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V , . . . �� . ��'�'�J . . . . � . � ' �.�"• . �. . . � .. . . . . . . . � . . . . . . . . . . . . � . � �q . ,..�. ... ;. \ . Y . . . . . .. . . � � . � ' • � • • • � � � � � r � W � � � r r i� . � .. . �—. � . . . � ,�..."' . . . . . � . .. . . . . . . . . . . . . . : . . . � � ,po -�x S:a ' . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . ' . . . , . . � i � r � e � i ; _ :� �G L0T 13 68 . . . . . . .� . . . . . . , .. . . . . . . ...;: ..... . �G\ . . . � . . . . . . . . . . . . . . � �/ . . . . . . . - .� . . . . � . . � . . . , � . . �, � � � � , � . � , � . . � . � � . . . � � � - . . � . . . . . . � . . � �. . . . . . . . . . . � . � . . . � � . � . � . . f . � . . . . . . . . . . . . . . � / . . . . . . . . . . r ♦ � • ��/ • • • � • • • • • • � . ' . . . . . . �_ � . . . . . . . . . . . . . . . , . . 4 . . , , . � , _ --, ZONING STATISTICS I � .� . . . . . . . . . . . • fi . � � .. . �. . � � � . I., t , �� �' , � . . . � . . . . . � � . . . � . . . . . . . / � . ♦ • • • .� r • � • � � � ♦ v • � . � ' r . ' r � � . ' -- . � . . � ��� �. / � . . . . . . � �' . . . , . . � . ' ` � . � . . � � . � � . . � � . .. . . . .. . . � . . � � � �. . �� � � . . . . . . . .. ,., � � � � . � � . � . . . � . �. . � . � � . . ' � . � �. ✓ � �r � • r :� • • ♦ ♦ �� • . � � ' t � I 1 �� . . . � v .. . � . . / . � . . . . . � . � � � . . . . . . . . . � . . . � ' � . :! .... . ;y". . � ` .... .. �� . . . � . . . . , . . �,... . . . � . . . . . . � . - • ♦ �♦ • ♦ • • � • � • � • ♦ � • • . � � . . . . � � . . � • . . . . . . . . . . � . . . �<;: . °�. .: ' � _ . . . . . . . . . . . . . , , , __ �. , , � �rziv�waY 1694 MATTERHORN CIR. , FILWG 1 , LOT 12 . . _ _ . +,, � 6 , , � - �, • � • , i�C-Wi,EtWN, • , , , • , • „ , , � G v� - . . . . . . . . . , . , , . °� y ,.. A� = abo s.F. MATTERHORN VILLAGE � . . . . . CsR,Et55 !N/. . . ,� 4 , � , 4 , ' ' ' '� <>.:� PAVERS � > ,- . . ;, .� . . , . , "� / . . . . . . � :. , Houw� wa�t_ . ' . ' . ' . ' . �'R ` �: ` . ' . ' r ' . ' ' � � - , • , � ' � ' . ' � � , , r�.� 5A1� PARCEL # 210312312037 ,� � - ' ' � ' • . , 8064'-0'7 � . . ` . ' . ` . Y�� I���' . ' . ' . ` . ' . ' . ` ` - . . . . . . , oV�R 2 ^ � 2, . . .� . . . . . . . . . , , , ' �i � , ' � • � � ' � � � ` � : ZONING • PRIMARY / SECONDARY � , I� -o'! ,.% . . . . . . . . . . . . � ' . � ' _ � , . ' � ' . ' ' :��:�� — — — — — — . - - � . . . . . . . . . . . . . . , , , • • � . CLASS OF WORK� NEW CONSTRUCTION SINGLE FAMILY � - ; , � � . , . . . � .• . 0 0 . . . . . . . . . . .. . . . . . . , , , „ ' . � . . . �. . . . . . �. . . . � . . � . � � . . . . � . . � ' . . . . . . . � . . r • r � • �• • v � � v � • � � �r � � 4 � �, . 4 �� ' , . 4 � . . ' ' ' �� . . ' ' . . . . . . . . . . . . . � . ' ` . .. �.. . . . . � . / - • � • • • • � • ' • • • • ` ZONING . PRIMARY / SECONDARY RESIDENTIAL v CONTRACTOR NOTES . . . . . . . , . . . . . . . . � � . � � � ��� � Y V ♦ • ♦ ♦ ♦ • i • � V � V ♦ .. ♦ 4 4 � � . � . ✓' - • �� '" `" LOT AREA = . 302 ACRES = 13 , 155 SF . . . . . . ; . . . . . , > � � . . . . . : . . . �r. . . . � `.' DRIVE . . . . .y ..� . . . . . . � . � � , , N EW N EW .: ;: 8os�°-6�� . . . . . . . . . . . . . . . � . � � , . - � pA CONSTRUCTIONDOCUMENTSNOTE: � � ' � ' � `� '�'-� ` � + � ' � + � ` � • � ` � • ` • � ' � . � '�• SITE COVE�VIGE : 4 . � . AREA AREA , , . .. _ . . . .. � THESE CONSTRUCTION DOCUMENTS INCLUDING ARCHITECTURAL SHEETS HAVE BEEN � . . . . � . . � � � I � � � � . . . . . . �. . . . . . . . . . �� . . ' ' � � � � �� " � . . � . �' � N taz.t4 sF , MAXIMUM 20% OF LOT AREA = 2 631 S . F . 1 . . . . . . . . . . . . . . . . t4.ot s� , � � ) ED RES ONSE TO THE SPECIFIC BASIC SERVICES REQUESTED BY THE OWNER :: , PREPAR IN P � G TE PAN TO 64 2 GON RE CONTEMPLATING CONTINUED INVOLVEMENT. SELECTIONSAND DEqSION MAKING BYTHE I , • • • ` ` ' ' • " ` • ` • ' • ' ` � ' : ;:,�..° . . . . . . . . . . . . . . . . . �o MaTC++ �x�Sr�N�. EXISTING SITE COVERAGE = 1 ,312 S . F . GENERAL CONTRACTORAND OWNER THROUGH COMPLETION OF CON5TRUCTION. � � � . . + . + + + + . • . • ' + • . . + O _ ' a C - / / I . . . . . . . . . . . . . . ./. . � ENTRY LEVEL- 102 —0 tJEW GONG. DRIV�WAY E VERA E = 21 . F. , , .:: THESE DOCUMENTS INDICATE THE SCOPE OF ARCHITECTURAL DESIGN CONCEPTS �- ' ` ' ' ` ' ' ` ' ` ' ` '�'� ' ' ` ' � �' � � N EW S IT CO G V S � ► . . . . . . . . . . . . . . . . . T.O. FIN. = 8062 —0 B � ° °o � °� ° ° � "' GURB TO TI� INTO 0 APPROVED BY THE OWNER AND INCLUDE DIMENSIONS OF THE BUILDING, THE TYPES OF �.IMITS OP I I ' ` ' ` ' ` ' ' ' ' ` '� ' ' ' ' ` ' ' 4 ' � � ' �� o � ° °o o ° °o ° � ��° V - �I Z . F . STRUCTURAL SYSTEMS AND AN OUTLINE OF THE ARCHITECTURAL AND STRUCTURAL i ` • ' • • • • ' ' ' %• • • ' • • • ' • , o 0 oa a a o0 0 o ao 0 0 �p EXISTING GONG. �u�. TOTAL S ITE CO ERAG E - , J� H S ENGINEERING ELEMENTS OF CONSTRUCTION. GONSTRUGTION • • • ' • ` ' • • ' • • • " • • ' ` ' ` . � W � i� o 0 0 oa a o op Q op a o 00 ° o �,I/ y,�/ 62 . . . . . . . ,✓. . . . . . . . . . . . c� �LIVING ROOM LEVEL = 100 —0 0 000 oao 00 00 0 . .. . . . . . . . . . . . . . . . . . . � . . I LI'�VII`�V � � . � / . � � . . . . � ♦ � � ♦ ♦ � � • • • • • � � � � � • ♦ � • � � � � � • . • ' i . . Q . . . � ! n � .. ap000aoa0000p00000 � O . •• � -.�...� �� . . � . . � .. . . . . . .. � . � . � . . Eo S R�� ESASO���NEO �N . . . . . . . . . . . . . . . . . . . . . , - T.o. CoNC. - 8060 -0 00 � o00 o � �oa � o � — - _" BUILDING HEIGHT: 25'-2" (33'-0" MAX) , THESE CONSTRUCTION DOCUMENTS PROVIDE THE SCOP F E C . . . . . � � � � � � � � � � � � � . .. �. . . a o 00 0 0 00 0 o a o 0 0 . . . . ' ' ` ' ' ' ' ' ' ` ' ` ' ' ' ' STORIES : 2STORIES THE AGREEMENT POR ARCHITECTURAL SERVICES AND THEREFORE DO NOT NECESSARILY ~� , � � „ , ;�. „ ., . . . . , . . . „ . . . . . . .�y. o °o o � °o o � °a o ° °o° INDICATE OR DESCRIBE ALL MATERIALS REQUIRED FOR FUIL PERFORMANCE AND 1 �� .�.�_ + ."+� . . . + + . + . + . . . . . + . + . . Y ° °o o °o p o °o o e °p / � . . � . � . . . . . . . . . . ' � . . . ' �. � ` . � � . • .r • • r�i ♦ • v � ♦ r .r • a � � � • . r . • o r • e � � . . � . . . � . . . � 00 � �00 �000 �0 O . . . . . � � � . . . . coMP�enoNOFTHewoRK. � 1 . . . . . . . . . . . . . . . . - . . . . . . . . . . . . ExISTING FooTPRINT , 00QOOOOO °o a 1 PARKING . 2 SPACES NEW, 2 SPACES EXISTING N � � . . . . . . . . . . � . . � � . . . � � ' . �� . � . . � � . . � . ♦ � ♦ ♦ r ♦ � � ♦ • � � • . • ♦ ♦ � � .. ♦ • ��a � ♦ .. • ♦ � � ♦ �♦ ♦ ♦ a. a � � • � . ♦ � . . . . . . OD�O � QpOQO O . / . . . � . � . . . . . . . . . . . . . . . . . . Ln : . . . . . . � ITISTHEUNDERSTANDINGOFTHEARCHITECTANDENGINEERTHATTHEGENERAL I . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING ROOE LOT � � °oo � °oo ° pOO � �, an CONTRACTOR SHALL FURNISH ALL WORK REQUIRED FOR PROPER COMPLETION OF THE I (� + • � + • • • • • + • � • + + + � • +� + + • � +� + � • • � /�� /� y,�/ o 0 0 0 �o 0 0 0o a 6 p O . . . . . . . . . � � � . � . � . � � . . . . � . , . . \ . ._- `i� • �• � �r . i ♦ ♦ • • r � • � • . • • • • • � • ♦ • • • � • • � • • . �r • � . OYLIV-f/"ll'1V . . . . . . . Qp ppOO� QpOO . . . � . . . � � . . . . � . . . � . . . WORK AND THAT THE WORK SHALL BE OF SOUND AND �UALITY CONSTRUCTION W . . . . . . , . . . . . . . . .. . . . . . . . . . . . . ° o ° o � � � � N ACCORDANCEWITHINDUSTRYSTANDARDSANDALLMANUFACTURERSSPECIFICATIONS, 1 -i�, � B94 UPPER MATTERHORN CIRCLE o oa oa / : GRFA �AL� U �TIONS■ � N M .Y • • V ♦ a o • • • r • � •� • • ♦ • • � • • • � • � • � • • � O INSTRUCTIONS. AND WARRANTY RE�UIREMENTS. I . . �.T . ��. �I. . . . . . . . . . . • . • . . . • . . • . R �° °o �° °o o °o �. K� O 1 . . . . . . . . . . . . . . . . . . . . . . . . � 302 AC ES o o �oo �oa o ,�,, . . � . . . . . . . . . . . - . . � . : . . . � . . . . . � � � � � � • � � • � r �� • �• r v ♦ • • ♦ . • � r . • � � � v • . • . � . . . . . . . . . . . . . . � . . . . � O OppO O00 . � � . . � . � . . . . � . � . . � . . . . . . . � . ��� . t� �� . a, . . . . THE CONTRACTOR; BASED ON THE FOREGO WG, SHALL PREPARE FOR OWNER REVIEW A � � . . + + . + . . 5�.. �,�, + . /{ . . . . . . . °o o °a o o • C, 01 � I U�EOFPRICESBASEDONASSUMPTIONSOFSCOPEOF �Jr -- n ' � . . . . . . . . . . . . �r-� J �/�`� . . o °oo � GRFAALLOWED . A ' '�"�' REALISTIC BUDGET WITH A LAT T . . . . . . . . �. . � . . . . . . O . . . ' . � . . . .. • • • • • . v � ♦ � ♦ � • . � a � �S �r1./ �+�1 : . . . . . . . . . . . � .. . p O O � . . . . . � . . . . . . . . . . . . . V/ � . . . . ^� . . . WORKAND OWNER PRODUCT SELECTIONS. ' S G � _ `i� � � G� E7�AC „ . . . . . . . . . . . . . . . . . o0 0 / .46% LOT AREA 10, 000 S . F . 4 ,600 S : F . � �. � r--� £� 1( . . . . . . . . . . . . . . . . / a o � . . � o � . . . . . . . . . . . . . . . . . . .. . . , . .. . . � . . . .. . � . . . . � . . � . . . . . . . . . . . . . . . . . . . . . . � . . � _ � . . . . . � C,, . . . . . . . � . . . . . . . . . . . . � . . . . . ' � A . � . . . . . .. . ♦ a � • • • ♦ • ♦ � w . • � . ♦ W • � . . � . . . � . . � . . . . . . . . � � .. � � . . � � �~ � lo _ � . � / oo .38 /o LOT AREA 15,000 S . F . 1 , 198 S . F . , : � .,., . . . . . . . . . . . . . . � / � . . . CONTRACTORS RESPONSIBILITIES. � . . . . .. . . . . . . � c , - � �, � ,� � ,� �, �, �, . ,� . . „ ,� � .. � . . . . . � . � . . . . � � . . . . � . � . � .. . . . . . . � � . . . .. . . . . . .. " � . . . � . . . . . � pO Qo � � —�_ . . . . . . . — . . �y QI . �T� � . �' . . . +–�ri . . . THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING / `ryJE � � . . + . + . . . + + . � / ° o00 00 000 --� _,,,_ TOTAL (NOT TO EXCEED} - 'rJ � 79� S . F . Cr CONDITIONS CONSTRUCTIONDOCUMENTS STRUCTURALDOCUMENTS MUNICIPALAND/OR � \ � � � � � � • • ` • • • • ` • � / � °oopO i� "'-^• --_.._ � � � , � ` � � � � �. � � � � � � � � � � � � � � � � � � � � � � � . . . �. oo � oo 000po .. . . . � � . C� � COUNTYZONWGCODES, PERTINENTIRC2003CODEREQUIREMENTS, ANDGENERAL _ 1 � ��� � � � � °�o pO ° EXISTING GRFA. = 2 'L.�2 S . F . � SPECIFICATIONS. � . � . . . . . . . . . . . .. . . .... .......... � . ` . . . . . . . . o� ° Q p ° °o ° ° '. , . � . . . � � . � . .. . ^ . � . . G ., „ ; � NEW ENTRY o ° °° ° o a o°o o °o o°°0 SNOW STORA�GE SHOWN . _ � � . C ,.� �, ExISTIN o o a oo NEW GRFA. 201 S . F . � o �' THECONTRACTORSHALLBERESPONSIBLEFORALLMECHANICALANDELECTRICAL EROSION GONTROL : � GANOPY � o000 °ooppOOO °oo a opOOO ° �� HATGHED. �� L �� ENGINEERING, DESIGN, SPECIPICATIONSANDDRAWINGSASREQUIREDFORBUILDING � 6� o°oa 000 ° ° °oopOO� pOd oo ° - 2 433 S . F . �� ' � PERMITANDAPPROVALBYOWNERANDARCHITECL I . PROVIDE SILT PENGING ALONG ' \ � r DOOR o0 oo �os��oa0000a0000 AREA = 300 5Q. FT. TOTAL � � .,.�� . . . . . . . . . . . : ..� . . .. . . . � � ' . . � . . . \ � � . . . . . . . . . . . J. � . . � � . . . . o 000�oaop °000 °000 ° .. � . � . . � . . . . . . . . . . . . . . . . �� . �" � . . THE LOW 51DE5 OF TI� SIT� _ , _ NEW oa0000000a � ° �+305i5 OF DRIVE AREAa � � �o • � � 2. PROVIDP 5TRAW BAILS WITHIN � \ ° oo ° � o � � 5 ; RAILING Y _ , ,� ao DITGH 80TTOM5. ` � , ; _ . O : . _ , o � / ye o . ,� 3. PROVIDP STRAW GOVER AT \ _ � a / LIMITS O� DI5IURBANGE ■ o � ' — — — — — — , _ � .. ,� �m A� , o � `� � ��N��xG LAN DSCAPE AREA. � � _ � cti w / 5 , v,,� -- — ____ v, �' O � i - / : � � . � / � A.., w � � / eou� wo,u. LOT AREA = . 302 ACRES = 13 155 SF 0 -�1 � � [eo��-o•] � � . g� r 2 ►�-� � � � TE . ` � �, �� -� _ GENERAL NO S � t�,� � { g o _ t,p c� �, � / , MIN . LANDSCAPE AREA (60 /o) 7,893 SQ . FT. • — � - - � ___ — — — — — — � — — — '� .� -i � — - � �--�. - - - - - - - - - — � � � � . . . � DRAWINGS ARE NOT INTENTEDED TO BE SCALED. DO � � .. � . � . � - . � .. . � . � . . .. . . . . . . . � . . � � . � ��� . �� � � � — — . . � _ . . � . . .. _ . . . . . � � . . � . . . �� � . . . . � . . . . . . . . . . . . . . � � . . - . Norscn�eownwiNCS. PxISTING / /. � 508-•_. BLDG FOOTPRINT (NEW+EXIST) - 1 , 513 SQ . FT. - 2 VERIFY ALL DIMENSIONS CONDITIONS AND UTILITY LOCATIONS ON �'r'�^'������� "Ti � / '�' - , .-----. . . . . . . . . --- ' ox-��v� STAIrzs �>. -- DRIVEWAY AREA - 960 SQ . FT. THEJOBSITEPRIORTOBEGINNINGANYWORKORORDERING ANY „ � ,. . ,, ,. � , „ � � � � „ . „ , , ,, , „ , S � (,� / . . . � . � . I E F AN NFLI T R . . . . . . . . _ . . . . • . � . . v � v� . . .�. • � • • � • • • . . . . . � . . . � � � . � . � . . . . � . . �;:'' . . . . _ . � Q .. .. . . . . . . . . . . . . MATERUILS. NOTIFY ARCH T CT O Y CO C S O . . . . . . .. . . . . . . _ _ ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . > PATIOS/DECKS 1 , 066 SQ . FT. 20 /o OF ' 7,893 . � . . � DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. . . � GUY WIRE � . . f- (� EXISTING BOULDER ' � . . . . . : .; . . � . . . � . / � . /� , . . . � � . . . . . . . . . � � � .. . . • . �. . � . � • � . . . . � . .� . . w � . . . � . . � . . � . . . . . . . . . . . . . . . . . � ✓� r . . :. . . � . � � . �. . � . . . . . . . . .; . . F�1 � . � . . . . . . . . . . . . . . . .;. _ . . . . . . . . ... . .. .. . . . � � � . . .. . • �rr • • � �• .� • ♦ • ♦ ♦ ♦ • �� • � • • �. • • v � • • ♦ • � ♦ ♦ • ♦ � • ♦ • . � . . . . . . . . . � � � • � � � . . . . . . . " i . � � . . � . . . . . � . . � . . . . . . . . . . . . . . . . . .i RETAINING WgI..LS-- / TOTAL HARDSCAPE / FOOTPRINT AREA - 2 473 SQ. FT. / 1 :.;: � . . . . . . . . . . . . . . . . . . . . . . _.-: . . � � . . . . . . . . . . . . . . _ � � 3 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . � . . . � ,;:. WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . � / , ,. � . . .. . . . . � . . � . . . . . . . . .. . . . . . _ . . . . . . . . � , � � . G � . � . . � <•' � � . . . . � . . �� . . . . . . . .. . . . . . . . . ♦� � r • • • • � . • rv • • • • v • r • • ♦ • • • • • • • � • � • . • � • • • r • ♦ � r ♦ ♦ ♦ ♦ ♦ r �� • � ♦ • . . / / . . . . : . . . . . . . � � � � � CONSTRUCTION CONTINUES IN THOSE AREAS.. � . • • � . � . . . . � . . .. . V . . . � � . . . � . . � .. .. .. . � � � � � � . . � . � . . � . . . . � � � � � ♦ r � • � v� : • � • • .r •� . • e ♦ ♦ • rr ♦ �. • • • ♦ ♦� • � ♦ ♦ � ♦ • � a � r �• . • • � a • ♦� • ♦ � a � v . � ♦ � � � - ♦ . . � . � . . . � . . . � . . . . ��. . . . . � . ; . . . , .. � . . . ,.;; . . � � � � 0 � . �/\ . � . . .. . / ,�. ,. .., .. ... TOTAL LANDSCAPE AREA 80 /0 10 ,682 SQ. FT. V1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / � ) . . . . . . . . � . . . . . . . . . . . . . � , �. . . : . Hy � . . ' . . . ... /. . .. . • • • • � • • • �v � • • • W . • • • • • • • . • • � • • - • • ♦ � • • • v � � • • ♦ • r �r • r • � • r � � �\ . � . . . � . . � . . . .�.�� I . . . � � � . � . . � . � � �. . . � . � . . . . . � . . . . . . . . . . � . . � . 4 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE L�j . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . �-- "'� < 0 � � \ �- � : . UNLESS OTHERWISE NOTED. SECTION AND ELEVATION " NEW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �_ _� --�' � � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ; � � � DIMENSIONS ARE TO TOP OF CONCRETE TOP OF �PLYWOOD OR� � � � � / � � ���.. � � . . . . . . . . . . . . . . . . . . . . . . � � . -� . . . � � .. . � . � , . . � �.�. • • � • . • . • • • • r . 7 • • • � �• • . • � • • � r � • • � • � . • � • • r � •�. � . ♦ • v r • . �. . � � . . . . . . . . . . . . . . � . . �� . . � :;.' . . . . . . � . . � � . � . . . � � . . . � � . � ' . . . � TOP OF WALL PLATES OR TOP OF WALL PLATES OR BEAMS UNLESS � � . . . . . . . . � . . . . . ��-��.. � . � � .� � . �. . . � . � . . . . . . . + � . �� . . . . . . . � � . . � � �� � . � � . . � � . .. � � .. .; . . . . O . . � �� �` . .. . . . � . . . � . . . . � . . . . . . . . r` .�:�s�..� . . . . . I� . . � . . � � OTHERWISENOTED.� � . . . . . . . .. . . . . . . . . / .. �� . . � . . . . . . .... . � . . . . . . �r.w.�.t� . . . . , . � . . . . � , . . . . . . . . � . � � . . :.. � � . . . . . . � : . . . . . . � . . . . � . . . . . . . . � ........ . � • a • • • a ♦ ♦ • • • � • • ♦ • ♦ •� ♦ ♦ . � � . . . . . . . O . . . . . . . ; . � :� . . . ,�—: .� . . � � CURB AND GUTTER ` ' . :�Y, . . --._ . . � � /� • ,: 5 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. . - `.;� ., . ��'�r�r.l � �� �� TYPI CAL ' � ` �-- LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND ••� � �� �- �� � � ` ' � • / . . ' . . _ . . . .. / � � � . . � � � . . : . . . � . . / p . � . . . . . . � . . . . . . . , . . . � . . . . . . . . . .:. . . . . � . . . . . . � . . . . . . . . . . . � . . WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, _ 84 0 . . . ,. �V � ,:. CABINETRY. COUNTERTOPS, SHElVES, CLOSET RODS, HANDRAILS, . . . . . " NOTE. EXISTING GRAYEL PARKING AREA SHOWN BY � ,:.. . / � AND TIMBER BEAMS. / � .. = O . : ' .< DftSHED LIN� IS NON-GONPORMING. AREA MUST BE � NEW GURB pND 6UTT�R T0 TIE INTO �. >. . . .: :.� � ,: _ . � ..� � FIRE PROTECTION DENOTES DOORS: REFER TO FLOOR PIANS FOR DOOR LOCATIONS / �ILLED IN WITH SOIL. �XI TIN AND GUTI�R STREET ENTRANGE ' ' s 5 G GURB . � • C� � _' Q.� � � � . � DOOR HARDWARE TO BE SELECTED BY OWNER. � .. � . . . / . .. . . . . . � . . � . � . � . . . . . . . . . . . . . . � . . . . . . . . . � . . . AREA� TO REGIEVE 50D AND WILDFLOWER MIX. GONSTRUGTION AND PROFII..� T0 (NO PARKING) � ' . . ' op � / _ NO UTILITY WORK AT /" _.. � V Marc+� �xisTiN� cu� At� ro r��r /� a�a - no s.�. .:. . FIRE SUPPRESSION SYSTEM : NO � / �- :.� �. � � . . . . � . � 7 . � . � DENOTES WINDOWS: REFER TO ELEVATIONS FOR � -. � . � . . � : . . . . � �. . . � . . . �. � `P. � . . . . . . . . . � . . .. . . .. � �� ,__ . . . . . . � � . � . . . � . . .� � � . / w..� Toww o� v,�i� r�aui�M�TS. p �AVe�zs THIS TIME :� -- .� . . O � WINDOW LOCATIONS, MUNTINS, AND SWING. REFER TO . � . . . .. . . . . � , . . . �^� . . ZS . . . � . � ,� . . . . . . . . . . . Q� `''7 ... \ _ . � wiNOOwseHeou� FOawiNOOwsizesrw� rrPes. � oYER SAND . 1 HR FLOOR/CEILING ASSEMBLY. � O / .., . � Ca10 � � � . � . _ � e� . �� ` B o E ►,AN��,� F� RE ToF�T � � sEwER M FIRE RESISTENCE DESIGN MANUAL 10TH ADD . O . . . . COORDINATEALLELECTRICALAN M C XTU S . . . . . . . . . . � . � / . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .� . . . . . . \ . ANHOLE O3ZO � . � � . . . . . � . . � ^� r � . . . . � . . � . . . . . . . . � . . . . . . . . .. . . . . . . . . . . . . � . . � . . '� . . . . . . . . . . . . . . • . . . . . O WALL PA E . VERIFYWITH . . . . . .. . . . . . . . � . . . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . �, � � �� � . WITHIN CEILING, FLO RAND S C S / . , _ (� . _ V � _ • L V � < E . $04 . U . .� 76 P .. .. . NO. FC 5108 OR APPROVED ALTERNATE . P . : .. �€. ARCHITECT WHEN DIVERTING FROM DRAWINGS. '�D ,, i ER . � / .. M , AT . / o . _ T . . E . . . _ R .. H . . INVERT EE .—� � EV. 803 r� . 6. 2 R .. r N � . _ . . ., � _ . a� 9 , : . 1 HR WALL ASSEMBLY. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED � BASIS OF ELEVATIONS c� . � / C � ) � R C � BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF L E 5 l 0 . l TH�SPRO�E�r HESH�� �MMEO�ATE�YNOT�� -�E ,��H�TE�. C R . O . coNCRE� PaN .. . . FIRE RESISTENCE DESIGN MANUAL, 10TH ADD . , � s-+ � � / w. / FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE ARCHITECT OF / , O 1 TYPI A � C L O _ ( ) W 1 R APPR VED ALTERNATE . .. , NO . P350O O . � RESPONSIBILITY: , r • . . . . . . . . . . . . . . . . . . . . . . . ..a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . � � . � � . . . . � . � . .' . � .. . � � � . . . . . . � . . . . . . . .. . � � . � . : � .. . . . . . . . . . . . . � �/ . . . . . . � . . . . . � . ' . � . � . . . �. . � . � � .. � � � . � . . � � � � � � � � � �. . �. � . . � .. . � � . � . � � . , � . � . . � � . � . � �� �1 � � . IZ.1 . . � _ . � 10 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR o> G, . V . . . SATISFYWG ALL APPLICABLE CODES AND OBTAINING ALL � � . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � �� .� . . . . . . � . � - . � . . . � � . � . . . . . . . . . . . . . . . . � . . . . . . � . � . � . . � . � . � � . . . . • � , . �� � : � . . � . . . . . . � . . . . . . . . . .. . . . � . . . � � . . . . . . . . . . . . . . . . . . PERMITS AND RE�UIRED APPROVALS. THIS PROJECT IS � . � . . . . . . . . � . . . . . . . . . . . . . . . . . � . . . . . � . . � . . � . . . � . . � . . � . . . . . . . . . � . � � . . . . . . . . . a . , ,� :� • ry � �1 GOVERNED BY THE IRC 2003. CODE COMPUANCE IS . ;... C� ,.a i�l MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT ...••; � ` PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT ��.y � � CODES INCLUDING IRC 2003 AND ALL LOCAL AND REGIONAL y� . rii :..... o ., �, �ooES. LIGHTING LEGEND '". � N G� O r, .r..� 11 THE CaENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD .e0 ' T � COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT/ .� . . GEILINC7 REG�SSED LIGH �� � �A FIXTURE 3 ENGINEER EiEPORE ANY CUTTING, NOTCHING OR DRILLING OF ANY Q _ _ � CAST IN PLACE CONCRETE. STEEL FRAM WG, OR ANY OTHER � �y STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL 5 � INTE RITY OF T E BUILDING. '�' WALL. MOUNTED L GHT PIXTURE 4 � G H B � O� , � POLE OR BASE MOUNTED �,p 12 SUBSTITUTIONS OF EQl1AL PRODUCTS WILL BE ACCEPTABLE � ONLY WITH OWNER'S WRITTEN APPROVAL. UNIQUE SPECIFIED ` � LIC7HT FIXTURE � ' �� G �. .-�a . . ..4 . , , . � . ITEMS ARE INTENDED AS QUALITY SPECIFICATIONS ONLY. . . . . . . . . . . . . . . . . . . . . . . . . . � . �� ., . � � . . . � � . . . � � . . � . . . . . � . . . . � � . . . . � . . . �. . : . . . . . . � . � . . . . � � . � . .. � . . . . . . . � . . � . . . . . . . . . � � . .. . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . � � . � ' §! �V� i� '9°� it,...� � . �.��.,. : . . . . . t . . . . . . . .. .. _ . � �,�p 6� O� .. , r', ,, fbv , � _ rr. •. ' • � 13 , IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE , : , � � , - 1"� ,, �'� � � � � � � ��99� � _ 1� ., � : . . . . . CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, . . . � � . . . . � � . � � . . � . . . . . .. � . . . . . . . . . . . . . . � . . . . . � . . � � . � . . MATERIALS TRANSPORTATION, SUPPLIES EQUIPMENT� ETC.� TO ' fT" ` „' ;, ..Of Z�o � � ,� ����� � � � �����.,. -. D�22$�0$ OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDAROS OF THE INDUSTRY. L` �� ,.. : . ` � ,-y'..-� � . . . . . . � . � . . � . . � � . . . � . � . . . . . . . r�. . � . . . . . � .. .� . . . . , � . .. �. � , R , : Ie , _ a , _ . . . . . . . . . . . . . . . n :_wn . I TE P LAN . �� -�.- S � _ � p _ _ � �-- � � t' a . �i . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . i . � ,,'. - . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . � . . � � � � _.,_ . . . . . k . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ � . .�. . . . . . � . . . . . . . . . . . . . . . . . .. m . . . . . . . . . . . . . . . . . . . . . . . . . . . ��_ �" - . . . . �.r . . . . . . . . . . . . . . . . { 4 . , I�� . . . . . . . . . . . . . . . . . . � . . - , . . . . .. . . . . . . . . . . � � .. � � . . .. . � A-" .:' :'� .: . . . . . . . . . . . .. . . . . .. . . . . . . . . $.,. „ ., lt., . L . _. . �.�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ���.: , . . � . . 1 . . „ _ , „ d ¢ _ _ � 1 10 0 � c� � o � � _ �.. -. � N D z _ .�..� � s a � o � Q MAR � �, � � T�1�/N � F VAIl� � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . q . . . . . . � � . . . . . . . . � . � . . . . . . . . . . . . . . . . . � ' � . � . . . . � �� � �. . � . . .. . . : . . � . . . � . . : . . . � . . . . . � � � � . . . . . .� � . . - . . . ' . . . .. . . . . . . � . . . . . . . . � . � . . . . i . . . . . � . � � . � . . . . � � . . . . . , . . . .. . . . . . . . . . . . . . . . . .. . . � � � . . . . . . . . . - WIND � W SCHEDULE � DOOR SCHEDULE � _ SIZE 0 SIZE WINDOW STYLE DOOR GLAZING NOTES # o � WIDTH HEIGHT �. WIDTH HEIGHT N , „ , „ w � � � „ 1 CASEMENT MULLIONS 2 - 6 3 - 4 0o I 01 3 -0 8 -0 Y WINDOW MANUFACTURER , „ , » - - o 00 , . . . . . . . . � .. . � . . . . � . . . . . . . . . , � . . . . . . . . . . . . . . . � . . � . . . , . . .. . � � : . . . . . . . . . . . � . . . . . . �. - . � � � . . � . � . . . � . . . . � . �.. . . . . . . . . .. � . . � .� . . . . � . � � 1 � M � M � . . . � . . � . . � . . . . . . _ . . . _ . . . . � . . . ' - - - - - - 2 PICTURE MULLIONS 2 6 3 4 a� O N 02 5 0 7 0 .�..� N � „ , ,, e�s � � _ » � _ y 3 CASEMENT MULLIONS 2 - 6 3 - 4 I 03 2 8 7 0 - - SEE ELEVATIONS A d' , . . � � . � . . . . . � . . . . . . . . . � . : . . � � - � . .. � � � � �� � . � . . . . � . . �. - . � . . .. . , . .� � � � � � � . � . � . . � � . . . � .. . � . . . . . . . 1 M 1 �. M . . . . � � 1 . � » . . . f . fr � . . . . � � .. . . � 04 3 -0 7 -0 Y SEE ELEVATIONS 4 CASEMENT MULLIONS 2 - 6 3 - 4 °� � � . . , „ , „ � i F- 5 PICTURE MULLIONS 2 - 6 3 - 4 � — � � � , �� � ,� O GENE�L NOTE: 6 CASEMENT MULLIONS 2 - 6 3 - 4 m � » > » � � , _ ALL SGH�UL� DooRS AtzE NEW. ALL OTHER DOORS AR� EXISTING. 7 CASEMENT MULLIONS 2 - 6 3 - 4 — t/� - � , „ > >, m 8 AWNING MUL�IONS 2 - 6 2 - 0 � w � 9 PICTURE : MULLIONS 2 ' - 6 " 3 ' - 4" � 0 _ 10 AWNING MULLIONS 2 ' - 6 '� 2 ' - 0 " � ,� , �, °o °o 1 1 CASEMENT MULLIONS 2 - 6 3 - 4 O O � � „ , „ � � 12 AWNING MULLIONS 2 - 6 2 - 0 co I� > » � �, . . `- N 13 CASEMENT MULLIONS 1 - 8 4 - 0 vs � � , ,� > » � � � 14 PICTURE MULLIONS 2 - 4 4 - 0 .o p p � ,. , .� .� 14 PICTURE MULLIONS 2 - 4 4 - 0 � . . . . a� r N 15 CASEMENT MULLIONS 1 ' - 8 " 4' - 0 " pr•r > > W W 18 PICTURE 1 ' - 4 " 8 ' - 0 " � � � �� > » m m 19 CASEMENT MULLIONS 2 - 0 4 - 0 � � ^ 20 PICTURE 4 ' - 0 " 4 ' - 0 " � � DOOR SCHEDULE WI �IDOW S �� HEDULE 21 CASEMENT MULLIONS 2 ' - 0 " 4'- 0 " SIZE SIZE WINDOW STYLE 24 CASEMENT 2' - 9 " 3 ' - 4 " DOOR # GLAZING NOTES # WIDTH HEIGHT WIDTH HEIGHT , „ � ,� 24 CASEMENT MULLIONS 2 ' - 9 " 3 ' - 8 " 25 PICTURE 1 ' - 4 " 8 ' - 0 " 20 2 - 0 6 - 8 - - NEW DOOR TO DECK 26 PICTURE 4' - 0 " 2 ' - 0 " 25 PICTURE 2 ' - 9 " 3 ' - 8 " , �, , „ 27 PICTURE 2 ' - 0 " 2 ' - 0 " 26 CASEMENT MULLIONS 2 - 9 3 - 8 � , �, � „ , �, � �, 27 PICTURE 2 - 9 3 - 8 �r�r�$ Nore: PICTURE 2 - 0 2 - 0 � �� � �� ALL NEW WINDOWS �RE TO BE ALUMI UM GLAD WOOD WINDOWS. � 31 AWNING MULLIONS 2 - 2 2 - 2 ALL EXISTING WINDOWS P�RE TO BE REPLAGED. GONTRAGTOR AAID � > » � » WINDOW MANU�AGTUR�R TO YERI�Y WINDOW SIZES PRIOR TO � ; 32 AWNING MULLIONS 2 - 2 2 - 2 o�Rlx� r�W Wir�nows. � � � � INDIGATES NEW WALL GONSTRUGTION � O GENERAL NOTE: O INDIGAT�S EXISTING WALLS U , AIEW ;; P�LL WINDOWS ARE TO BE ,4LUMINUM GLAD ; :: , , ; WOOD WINDOWS. ALL EXISTING WINDOWS ARE , TO BE REP AG :, .. - L ED. GONTRAGTOR AAID WINDOW „ 3 . ,., _ MANUFAGTURER TO VERI�'( WINDOW SIZES ,; ,, ::. , PRIOR T IN NEW WIND - : , . :.: �4 , . . O ORDER G OWS, ` ` ;,. ; .:. - , ._ � . ;_..: <. � �� , , � : ' '° � � - � �� : _ _ ;.. ;. � ; n � u ;i :< >: ""'�;t.. y°.r �i; �: `:: r n � n , u r� i �r . . . . . . . t ::. .... � p . . . _ . . :.�� .:� ,� � . �..G - . . . . . . � . � � � � . � � �� � . . � - � � � � � � � . . . � � � . . . . . . . � . � . . . � . . � . . . � . . � .. . � �. � � . . . . . . . . . �. . . � . � . . � L —O � � �. ::. �.:. .,. r . �G �� :. . . ;: . � .,"� ; :;�.: � � � U — 6 . �. � . � . � — . . . ; . .> :.' , . . . . . . . . : . . .,. ., . 8 6 4 0 . : , � _ . :. y , . .. �. ,.: , ; : , . , � . >. : ., .: , .. . , . ,: _ : :,. .. ..:. .. � ` , ._ S ; ; ,, - , ,� _ , _ „ ...:.: :,. — � � ; ,: ; T.t�.. FIN - 101 10 - ; TB , < ,;, ,: . . . .,: � ; �}�- , ; .,��G .,: ,. _ , ,: _ , „,; ,>,. "•, ! >.. >. �� „ ; Y - - ;; , _ EL�� ... 8061 10 o�i`a LF'J '.° ;, '� _ l�,y ' �_�J _ EL ' � : � � _ , » e•� � €' ;.. :; � <:" . .1 - - o� ; . : „ ....: .T. O. 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C� ev t:. : ' , :. , . . . . . . . . . . . . . . � . .. � � . .. . . . . . _ . . . � . . . . � . � , . ; . � . ��. ` . (; 1 . .�:. 7; .:. c ... �:< . � . . . .. . . , . . , \ � �� �::�: :. . ., :� . � : . :! . . . . . , N , ; ; i _ / � , �� _ , . . :.:.: . 2 WINDOWS SEE E EVP�TION , . , ;; � :, ;, ; : :; ; , � . �, , ::: .. _;, ; �- � � : , ; NEW ENTRY � . � �. , � ,::..: � ,_ _ _.,.. � J , � � � , . _ . � , �.. � ;.� ._ , ,. } ; . . . . � . � � . . . . . . . . . . . . . . . . . . . . � � . � � . � . . . . � � . . . _...:i . . . .. � . . ,:;:.:..., . ..: ....:. : : - . � , . . � � . % . . .. ` :: . . ..,,' . . .; . . � �� � �� � � . . dp . . . . . . . . . . � � . . . . . . . � . . � . � . .� � � . . . � . . � . . . � . . . . . . . . . . . . . . . . . . . . . . � � � � . . .::., ., . . . . . ,._ . .. . .:::..;.. � . ::..::, . �. . � . . � - � � 11"..G _ �. . ` � , � ,� . �j���� � .<; `::.; � . . . ^; . .:<, . . , . . . . . � . . MAIN �EVEL � . . ( , � . � .,� > ra . � » � �i _ ;. ;; -, � _ � � , �, REMOYE EXISTING o .. ... , , ,, I� ( ,.:: ,,_ >:. ,::: �' . � ,� , . 4 - 4 - - . �;. � T.O. FIN FLR 102-0 .o � � 4 7 2 7 � i - - - - - - - - - - - - - - - � z , » - . :::., .:.: �.,-- ; :�, � -� WINDOWS P/�TGH - :;; „ , _ _ _ 01 � �� � �� ,. � � � o .> r � i ELEV 8062 0 , ' � � � _ I , , � ; ,.;_ — � � s,,., e� NEW STORAGE � � , . � � f�ND FI PENIN � ' , . .. , � / � , ,: - ,--� ees LL O G . ,. ..: � \\�a�-, ;. .� � � � . I � � .-- � , � ,�, , , � �.. _ _ � . � ,o GOLD STORAGE � , , � << , � _ . _ < <. o � ,� I � � ,� . . � o ; ;: � : .. `��- ' ,�- � � ao � � - � J � � ` � � UNHEATED SPf�GE � � � �� 1 � , ���- ,:. ;:<, � o _ � ; .,: � I 02 �XISTING � _ , � , � o _ � I � � , ; ,� ,� . . .. I —— , � `�-�, �,, o c� _ `° < . >� . OPENING , �. � �;�, ; ` � , � � a, ; - - - - - - - - - . _. aa < .. �. � :. . _, a. ,_, :. :. � � � � . NEW Wf�LL (HATGHED) I _ ,:. � ; � � � CLOSET – – – , � , , � � ' ; `—� ., � c ;, . � - - - - � � EXISTING WALL - - - - - - - - - l. �f �,,� , ; .> .� cs: w ; . ,; i I - - - - - - - - - � �.f - -- I ��� � , .: . I o : ,. : . , .. - - - - - - - - - - - - - - - - - - - - - - - - - � � _ LIN - - - - - - - - - - - — — –� , — � , ,_, � - - - - - - - � .. . . � - - - - - - - - _ _ _ — _ _ _ _ _ — — — — 0 - - - - - - - - - - - - - _ — — — — — — � �° �.. � � � . � � r n �— � N - �:. ( � _ I _ .:..: :-. . I � � 6 2 �o :. ,. I , -. � 1 � � I o :' I � � BATH o . _ � o � �. . , , . o ❑ KITCHEN , �.:: � , : ; � � , -:: t . _ : ::,.. ..... o I – - - - - - - - - - - - - - - -1 ASTE , : . + � � . ; l� . o : — - - - - - - - - - - - - - - i -� : � � : : ; , -� i � — i _ BATH � + i ;. ,.. � 0 0 . �J BATH D � � � . INING , � + � _ . � � � i � , : � i � : , � � i ..:: _. i i o - - i � : : � : � ; � - - - - - - - - � :. . : _ :,; : . .: . ,. _ ______=_� - - - - - - - � � ; : : �— - ;; � MAIN LEVEL - - - - - - - - - - - - - - - � � ° � 1- „ I �° :. , . :: - � � ; :. . :. :. < T. O . FIN FLR 102 0 I _ STORAGE STORAGE _ , ::. , „ � . : . : ,:� _ _ � � 2 , < , . . ELEV - 8062 0 � > : i LIVING ROOM LEVEL , : .. ..J I I �, I , ;: II; T. O . FIN FLR 100-0 � I-�4 , ,� ( � � ,: : `, ; :. I �4 I I _ . � ELEV = 8060 -0 I � I 2 V °° STORAGE - ; �:I � � , „ � 4 "',� � : � l � : . a —o �4 --+ \ / I � - - - - - - - - - - - - - - - � _ . I.;. ( - - - - - - - - - - - -- - � q. _ �4 ...:: ; ,� ,, Q� � X I co - :: ( ta/p �, , , . II:: ,:. ;: I � �4 / � I , : . � R � �� O > ..... • �--� � V � >: • ..:.: , rn � � ' '"' WH � I �/� � ^ � � ,� I N � ( �i/ ` � � ( .�'y � � � � s.„ � � - - - - - - - - - - - - - - - - � _ I o � I I I - - - - - - - - - - - - - - - - � I rn . MAST � ER � �� � i � � � �., . BEDRO � LIVING � OM � C�A i ii ii i � _ a� v BEDROOM � � EXISTING MA50NRY LOG � � � .r..� I II II ` I I I � � � I I c� BURNING FIREP AGE TO � II BEDROOM BEDROOM L I REMOVE EXISTIN6 I) I r-� I I I O I I a REM IN. � _ I WINDOWS PRTGH II ,.� I - - - - - - - - - - - - - - - - � „ -� I �.., - - - - - - - - - - - - - - - - I EN �� � �, AND FILL OPENINC� I TRY � o � � .�..� I � � ENTRY LEVEL � / I I , I I � T. . FIN 100 I O � x � � � � � � � I _ a 20 � � � I � � � os I � I 0 I I 4J ..........._................................:....... ...............m......... ..�..............._........ ....._..........�............................ ......................... ..............................._..................................�.: L - - - - - - - - - - - - - - - - - - - - - — - -� �--' ; j - - - - - - - - - - - - - - - - - - - - - - - - - - .__ _; _ - - - - - - - - - - - - - - - - ( W.......:..... ......................... . ... ...... ...... . _ . . . ...............�,. ....... .:i.....:........... . __. .,,.._._..__._..._ . .. _..........................,....................................., � �� � ; �� �� � . ....................._.....:.....................�..�....._._, ,....................... ........ ..........:..........:........ ............_�...._,_,_.,....�.. ........ ..................... ......... ........................_._,,,__ __;._._..,_,,..,__,.,_,__..._...,.. . . . . . . . . . . . . . . . . . � . : . 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PLY= 10� . ° _ _ i ' _ ` _ ' � , N �� � � �.�.. .�.n ..�.�.�.�� _ �... .�_. .�...�� � � � � � � �. �� �..� � o�. �...� � � � � MAIN LEVEL , _" ' ' _ � � _ � T.O . PLY= 10C � � � � � � , , . . l ♦ � _ _ _ _ _ _ _ - — — � _ ' , APPROX LOGATION OF G?�5 METER � �''E`5 � I ON � GEMENT STUGGO SYSTEM - � 2 _ � WITH LIGHT HAND TROWEL �� _ �_ �� v, � i4 � o NORTH ELEVATION � ,�X,��. o � 1 � „ _ , „ NEW GHIMNEY GAP ON EXISTING 1 /4 - 1 -0 . GHIMNEY. STONE GAP SUPPORTED BY �4 ST�EL FRAME WITH 4 SIDED GOPP�R L�TTI GE TO I NF I LL THE OPENINGS. EXISTING GHIMNEY TO • TO REGEIV� NEW GEMENT STUGGO 5Y5TEM. , 2 2x12 SHIP-LAP WOOD SIDING . �� p�6 (10 EX�'OSED TO YIEY� — — — — — — — — LIGHT Hf�ND PLf�NED TEXTUR� � � NEW CONSTRUCTION 2x12 SHIT'-L�P WOOD 51DIi�G . � � � o 0 � � � � � � � � � � � � � - � N N ' , �� � �� �XP�SED T� V� EY� r � °O LIGHT HAND PLaN�D TEXTURE I �;' �;' V � � � � � I � � ' � c.i r--� E I � � � o ` � � � � �C ♦ � I ' _ ` � c � I A5 � _ - � � ,.� � ` • �-. ;�, o � � ' - � � '� '� - UPPER I_EVEL ' - UPPER LEVEL � - ---- - - - __._. __... �..... ____ ___. V T.O . PLY= 110 - 10 � � � � � � I T. O . PLY= 110- 10 � o o � � � � SX8 P05T ` _ _ � � � � � ,� � � o . � NEW WOOD Rf�ILING WITH � � �c R - I � o � GUTTER /�ND DOWNSPOUT 8x8 PROFILED TIMBER ` � rs� .a; I J J TO TIE INTO UNDERGROUND � � �.► , NEWELS AND Ix8 PROFILED — � � � DRAINP�G� SYSTEM �ND � � � a, w PIGKETS: T0 BE BUI T _ I L I _ O D,�YL I6HTED WHERE � o � UPON EXISTINC� RAILING � li GRADES DROP. 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W a . . . . . . • . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . � . . . . . . . . � . � . � � � . . . . . . . . . . . . . . .....� .: � . . . �. - . ....� � � . � . � . . � � . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . � . . . . . . . . . . . . p � . � � .. - . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..�:h..„•+. � � , . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . .. . . . . . . . � . . .. . . . . � � � � � . � . . . . . � . . . . . . . . . .. � . . � . � . . . . . . � . . . . . . . . . . � . . . � . . � . . . \ . . . . . . . � . � . . . � . � . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . � . . . . . . . . .. . . � . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . , . . . . . . .. . . . � . � .. �� . . .�. . . � . . . . . . . � . . . . . . � � � . � � . . . . � . . . . �. . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . � . � . . . � . . . . . � � . � . . : � . � � � . � . .. . . � . �. . � . . . . . . . . . .. . . . . . � . . . � . . . . . . . . . � . � . .. � . . � . �, �. . . ... � . . . . . . . . . . . . . . . . . . � . . . . . � . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . � . � � . . . . . � . � � . . � � � . . . � .. � �. . . . � . : . . � . . . . � . . . . .. . . � . � . . � � . . � � � � . . . � . . � � . . � � . . . . . . � . . . � . � � � . .. . � � � . . . . . . . . . . . . . . � � . . . . . � �� . . . . . . . . . . . . . . . . . . . � . . � . . . . . . . . . . . . . . . � . � . � . � � . . � . . . . ' . � � . � . � � . . � � . . . . . . � . � � . � � � . � � . � �. �:�,. . .. . . . . . . � . . � ' . � . . . . . . . . . . . ♦ . . . . . . w ' � . . � �. � . . i . . . � � . . . . . . . . . . . . . . . � � . . . . . : . . _ . . . . . . . . .. . . . . � . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . � . . � � ` .. . � .. �. . . . � � �.. . .. � � . . . . � � � � . . . . . � . . W � .. .. . . . � . . . . . � . . ,., . . .. . _. MATERIAL TRAN ITI N � .. ,.. . � :.: �. STONE PIER S O � ... . . _ 5 . . . • : . �� : . , . � : . � n _ � ' „ n- � n � . . , : 1 — 1 -0 1 — 1 —0 � . ; ; . . , : ; . , . .� .. .. . ; , . . � ., � .; . . � � .:. ::� � . � , . � � . . °.: �. , � � � . � _ � :TM . �, � u.��:s _ ��.��.. ��__ ��. �.� , � . . _,�, N_. .R__ _ .� _.._» m. �H ;'s .�.... ...... ,. � ..:.........�,� „ . ;: , .. ENfENT Y H ........... , ;: r .. c.: G 5T UGGO 5 STEM ON T �RMAL , : ..............� :: .::.........:..�. ;; ;., ......., :; '' , .. .m.w.... r ; ..;..... :: , AND AIR IN�ILTRATION BARRIER ON ......... ; ........m , .... , ....... . .... , s:� , ........ . . ... ....... , . . PLYWOOD SHEATHING ON 2X6 WOOD . ............. „ WOOD SIDING 01/ER !� R . ,..........�.: ;; :.. . ;, � ` ..... . .; �_ �:_.� ,, » :, . 5TUD5 �WATERPROO� MEMBRANE �ROM .....� ,; IN� ILTR,4TION BARRIER .................. ;; . , � .......,.... .. ,. ......._ . :. .�. : .......... .... . 2 : .....,... ... :: . . �OUNDATION W/�LLS A�ND ROO�S 15 TO ... ;: ....... :: :� 00 � .. .... ;: ;: , _.._....... ;: ; GONTINUE TO 2 '-6 " AB01/� � INISH�D O ................ . FLASHING , . .._ ;, r , , ,: 6 ., ,. . GRAD�, T�RRAG� OR ROO� SUR�AG�) � 6 ' N � :; , i: ;, :; � I �° ;: FLASHING . .. : O 00 ;; " :: • - ;: u n , r-1N ;; s: �� �� �? � N ,, I x7 V2 WOOD � :; I x7 I/2 WOOD N � ,: WINDOW TRIM ;: iNINDOW TRIM , � , , „ I � : ., , o 0 .: ^ rr� +�n�z � +� � €€ r7 :i �- _ _ � . . RAISE EXISTING LP�UNDRY v, � � _ _ � — - ROOM DOOR TO BE FLUSH �--+ � N » � N � � 1 _ � o ' B�4GKER ROD 3 - � WITH NEW RA►15ED FLOOR , m + 2 + • • AND SE�LANT rhGKER R D � W B h O tu _ f- r,i ARGHED OPENING — � - �ND SE�Lr4NT � . _ � SHIM SPAGE N �n � m F- i- _ _ _ ,NEW RA�ILING �TTAGHED TO _ w � ( NEW RAILING �TTAGHED TO SHIM SP�4GE z _ �_ �� _ � �� � � � � WP�LL MOUNT +3 6 A.F.F. _ . W�4LL MOUNT +3 -6 A.F.F. � � �� � � . . BALLUSTER AND RRIL , �i 0 o DE51GN BY OYVNER ° o0 00 ac cx o 0 , I I � , � c.� I� �� � � �� RE OGATE EXISTING 5/8 TYPE X GlNB OYER ; � � . . `- N „ r � � VAPOR BARRI�WRETARDER y Gi'�WLSP�GE Y�NT IN I I 6 � � ON 2X6 WOOD 57UD5 WITH R- la ; . 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F i S \ C � � P � � t � C � �� � � t � � � t C V . . n i I �R 2��3 (�i. � ,, � ; � , y ., � � . � . � .•� � > . � : . : � � .' � , , � � .a >> Z: �: ?.� �. � � � ., �� � , � i = �j � s .i y + � F ° y ' � ' 3: �r �> `: m �. m . . . . . . . . . . . . . . . . { i .. { . . . . . . . . . � \i . � i � . . . . . . - � � \ \ v c �° � �' \ \+ �\ . �+ Z� \ \ �+ \ `� � \ �� t \ � �� �� . � � � \ � � �f \ r . . . . � . . � � . f � � 'ti � . � � . , � . � . r � PER 2003 IRG. i t � > � s � � - i . , :`. ,� � � . ...<•� 2 a > ....'\....��� . ..s'� �.. \...� \., \......� i : � < _ i i �t \...,�.,._\...,�\..,'�..�" ,,.,'�...,�:..��.,.:�..,�'' v.�•�'\....,'�...,�.,. � F .��....,.• . \..:� \..._\...._� \..•\.....\:.•�....\.. \.�\...r�..�\ x � � i � � , i � € t i i � � < �p �D . . � . . . . . � . � � . . � . . . . . . . � t � � t .. : . � 2 � . . . . . . - . � . . . . � � . � i ! . } � �� Z . . . . . : � . . . . . . . . � . � � � . � . . . � � . � . . . . . . . . . . . . . . . . . . . . Q � Q . . . " 66 f � 66 \� � i .� t ::::::::::::.::::.:.: .::.:...�,,,.: .r . .... :... .� .... ,...::::::::::::::::::::::::::::::::::::: :__::_��_.::::::::� .::::::::::::::::::::::::::::::::::. .::::::::::�:::::::::::::::::::::::::: � LIVING RM LEVEL .. ,. . .::..�...:. . .. . . , . . . � : � � :. .. . . .. . . . ,.. :..:•.r <:. �:- .:_ .. . .. . . . . , T. O. FIN FLR =98-0 WOOD SIDING OVER A� IR ENTRY LEVEL . . . . � .. ' . .. . . . . � . . . � � � � . � . . . � � . . . . .. . . . . . . � � . � � � � �. . . r t a . ` . � . . .0 n N s. � � � � ,.. o �. . . _ . t. � r :, � . � � . . . S. • . a. . . S a � : . . . . e :. .0 . �� � 1f . � . . . . . .. . . � . � . . . . . . . . . . ... . ' . . . . . � . . � ..\ , s , . . . s � , . . . . , . . � . . .. . ' . . � `, � . . ` . , . .. . � — . . . '. � . � , . . . . . � � . . � � . . . : . . . ; . . . � . T.O�FIN FLR-98 0 INFILTRATION B�RRIER " � � � ' x � � � ' - �� �� ' �: I x6 WOOD �� �� , 8 .: i x7 i �2 wooD WOOD SILL WITH ' : WINDOW TRIM 0 METAL GLAD w� ,�ow �� M T E N T RY SLoPED To� � wooD s � �� �� T� S TA I R AT L I V I N G S TA I R A _ _ S _ LOPED TOP .� . � � SCALE : 1 /2" = 1 '-0" - SCALE : 1 /2" = 1 '-0" � ' + + � � GA N N � ltl � Ul e�""� N � SHIM SPAGE �= SHIM SPAGE �_ � � � y BAGKER ROD BP�GKER ROD , fC ii /� ,, �� p �ND S�ALANT . S A�ND S�ALANT . O O U tY d ; _ , _ cV (V <... ,,� ; ,:. .. ,, i WOOD 51L WITH � . ,.. .. : ,........ . : L " : WOOD SILL WITH � ....:....._..........;� : SLOPED TOP . .. .... , . .... ..,,..�._... . �. . \ , SLOPED TOP "-... , � DRIP �__ , ,� .... -� _; ... :: .. . �..� ......:�, ;€ �� �PRON ... ..__. . ._ W�4TERPROOF ��;" ;, I �� APRON YVPtTERPROOF - I ..... .......... :: 2 , �. .. � ............. � : . . . . . . . . . . . . . . . . � � . . . >�hF\hooF 3� � . � . . . . � . . . . . . . . . . . . . . . . . � . . � .. . . ' . . . . � .. � . . . . . . . . . . . . . . . . � . � . . . . .. .. . . . . . .. . . . . . . . . . � . . .. . .. MEMBRP�NE TO M�MBR�4NE TO ..__.. : .:_..__.. :, , �. WOO SID G .�.._... :€ • OVERLl�P A�IR __.. ;€ D IN OVER OVERLP.P AIR :: :, .... ,. ;: ,,.. ......�. . :: .. -�.... .� :: - ' .,.... ., :: . .._. „ .... ;; .. .. AIR INF1 TRATI N ,. , 1NFILTRATION .,..,, ,. L D INFILTR,4TION .....__. ;; . � � ...�:... ;: ............................. :: . D :: B/�RRIER P�R ..._.. ;€ :: : , N �"� - BA�RRIER AN ,, ;; B RIER AND , o, °� ... .._ ■n � �n . .. .. -�,...,... �� ��... :: . ..�..:. .... ,. EXT�ND OVER r ;€ EXTEND OVER ,: :., ..... ..._..�..m._ ;: ..._�.................. ., ,; ;; , :: . . ' 1--� ° a�'c ROUGH SILL . ROUGH SILL ; :: �. r �� � � oo N _... _... ::•� �I8 1YP� X GWB � N r,., WINDOW DETAILS . M • ON V,�POR : - .E-� � � � RETARDER ON 2X6 c� o� � � . n _ � n . SCALE . 1 - 1 -0 a� � WDOD STUDS WITH . -� a� �, � . R-21 $LOWN- IN c . . � o : : r' o �..� � � INSULATION BETI^��N V .c '� � a . c _ � � � � -�,�,, . STUD.. 2x12 SHIP LAP WOOD 51DING . � • G�MENT SlUGGO � � � �� Q; c,� ID EXP05�D T0 VIE E 4 . � ►^U a,o . 5Y5T�M ON THERMAL LOGK MIT�R � �j LIGHT HAND PL/�NED TEXTUR� ° : AND AIR INFILTRATION EXT�RIOR � . � � ;� "�' � -° ( NT�RIOR : BARRI�R ON PLYWOOD GORhER r"' � . �..� eet � �: SHE�THING ON 2X6 � �. e� �,, � � .: � � • � � WOOD STUDS o � � � GOPPER ROOF 5Y5TEM ON :� INT�RIOR � � � � .� • `� o � � WAT�RPROO� MEMBRAN� �e � � .w � � � . � . . . . . . � � . . . � . . � � � . � � � .. . � . � . . . � . . . . . . . . . . . . . : � � � . . ' . . . . . � � . , . . . . � . � . � . . . � . - . . , . . . . . . . � � � . . � � O ^ � � .. . ON 2x6 T� G ROO� DEGKING � . Fq ,� = � O � ON 6 "x 8" GURYED DORMER d" •�c.i . ea _ i � _ �� �� . �XT�RI OR � � w w RA�TERS. ALL SUPPORTED � 4 10 9 .. O $Y TIMB�R OUTLOOKERS . �� � �� _ AND KN�E BRAG�S. ` 3 - 6 . .. .. :. . . .. .� � :. � : : . : . � . : . .: ., �: . �� � Y �u� s 2 �� GO R R 2x10 `/�RTIGAL 2 x TIMB�R DDOR STUG GO NE I-fEADER WITH WDOD TRIM WITH EXTE� IOR GEMENT STUGGO SYSTEM ON THEiZMAL PAINTING OR LARVING _ MODIFIED SHIP-LAP � .IOINT, �s, A IN�I TRATION BARRIER ON � - AND IR L , TEMPERED GLA55 � PLYWOOD 5HE1�eTHING ON �XISTING � n _ _ .�..i STRUGTURE WATERPROOF MEMBRANE PANELS WITH I � MUNTINS , � � .. � � . . . . � . . . � . �� � . . . . . . . . : :. ..—: ,.. .:.. :..— r—..�. ,. , — ,�:� � . . . . . � . . . . . . . . . . .. � . � . . . .. � _ �STOP GHAM�ERS ON - r ; ,:; : ;:: � : :�. . < :, �ROM �o� � 5 To �oNT�u�� To 2 6 .. . . . _ S T U C C O C O R N E R W O O D C O R N E R , � � ; ,� MUNTINS) ,:.:, � � . ..... . . : . .::. . F -. �4BOV� ROO� SUR�AG�) � .:.. ..... : . : .. : . ::.. � � ' : " ::. , , r : .,: . � �./ ; _ ,. � ,. .,,. ..,: . :<i . n _ � n . a _ � n ,, i i _ _ _ _ � !-�-.. :.. :. . . , .:.. :.. :.. :. :.. :. SCALE . 1 1 0 SCALE . 1 1 0 :. : :. .: � :. .: :. :: :: : � .� FLASHING I : .. : .. : ..: .... . . ... � .: ..: ..: .:: ,.: .:: ....� � � . . . � . . . . . . . . . . � � � II � . . . . . . . :... :� +. ," � I I. .., : ..:::...; :�' .. :"�.. %'... ..>�7 . . . . . . . . . . . . . � . . : . . . . . . . .. � . . . � . . . . . . . . � . . . . . . � . � � � . . � . . . . . . . � . . ._ 2 x TIMB�R DOOR ;. : �. , � � .:� ,: � � : . . :; :. ::- :r. �� � , ,.� . .J GOLD ROLLED M�TAL ROOE SYSTEM ON SURROUND WITH ` , � , , . . . . . . . � . . . . . . � : . . � e-KV :^.. . I I �..:;. � . �. . � 1 . . . � � . � . � � . . � � . . � . � . . . �. � . . � . . . . . . . � . . . . . . . . ,, WATERPROOF MEMBRANE ON 2x6 T� G STOP GHAMFERS N I� ` �:� �� �:� . _ ,� �.__.�. <,� -. .: I ------- ----- ---- --------- �� �� , ROO� D�GKING ON 6 x 8 GUR�/ED - r ;....:� ,:., : N ;,...... .. . I � . .: . ,; ...: ' � DORMER RA�T�RS. , :' < � I ,` � ; I ' < . I r .. :z :::' : : .. . ;" � PRO�ILED APPLI�D I > .;; .., - : ...: .. . . . ..: : ,_ I t.. ; : :. . . . . _ .:: .. : .. : ...: ...: ... :. I : : . . . . : �, ... .: ..... : .. :. : . :. .. V o0 �LASHING - 01(�R MOULDINGS AROUND . . � r � . ; � ; ,,.,...: . ° ° � ,: ..; ..; ., >. I � ;,, T� DEGKING WINDOW A�ND DOOR : ,;. � . . :> . . -: «.: ` �y �O G I � . ;, :: :, ,.� > _ I , :; . _,:,; _ 4� PANEL �---=--=- ----, , _ G.� op — ' 8X8 PRO�IL�D b�A „ e� '—� O � 7 �� �� TIMB�R NEWEL POSTS � � � � � 3X6 TOP RP�IL I X4 PRO�ILED . V � � WITH P�AK�D TOP � � RAILING APRON � � 0o j�► � � • .� _ �_ co = � , � � � � o : � , GH�1/RON DDOR �/1 . X �I D T M ER ^� �'+ 8 8 PRO 1..� I B , �,,,, PANEL cv T••� . N�WEL POSTS �A �--� � V _ � WOOD DOOR WITH � n � � � LIGHT HAND PLANING 7 _ c� � , � O 1 � � � ., IX8 PIGKET WIT�f s.• � N _ G� , 0 PRO�ILED END .--� r-+ � � ee3 - O � o � a - � � � 3X8 TIMB�R B�LLY BAND � � `O WITH 3x4 GP�P .-+ GOPf'FR WALL �LASHING , � � ABOVE GAP - ) 2X6 REDWOOD DEGKING 3X8 TIMB�R RIM 8XI0 WOOD KN�E SRAGE ANGHORED TO J015T5 � 1 , EXI TIN TRUGTURE RI �'f x � � '/ 5 G 5 N� 7 s� . 4 ; . . . . . . . . . . � L . . . . . . . . . . . . /� � . . . t : . . . .. . . . . . . . . . . . . . . . . . . : . . � . . . . . . . . . . . . . . . � � � . . . . . . . . . . . . . . . � . . . . . . . . . . . . . � . . � . . . . . . . . . . .. . � . \r . . . . . . � GTURA �NGIN�� � ANGHORAG� WITH STRU L W � r X O�I D ., 3X8 TIMB�R RIM 8 10 PR LE � � TI ER EA�M . MB B 5 A . JOISTS :: � ,.- : --- � �. Z :. . :. „ - , . . � .: a� �: 8XI0 PRO�IL�D � . . a� TIMBER BEAMS � _ ; vs TI N AT ENTRY : 4 ROOF SEC O . „ _ , ,, sca� E . � - � -o ENTRY DOOR D � TAIL BALCONY RAILING BALCONY RAILING SIDE VIEW 3 2 1 . „ _ , „ �, _ �_ �� SCALE . 1 - 1 -0 1 1 0 SCALE : 1 " = 1 '-0�� ..� ..� . .,... _ �.... . � � � ; � O , 0 , ; N� , ,� , � � . . O 00 _ � N a� .� N ( _ c� ' , A I d- a� 0 0 . � � � . . I � � � r � 0 m , : . . � � — cn � m � w � � o ao ao 2 x b FASGI�t BOr4RD �MITER ' 0 0 AT EAVE GORNERS I I ) cp I� � . . N • � ��v. r�r�.. ��iH� � � _ � � � .° o 0 � . .. . . . . PER ROO� PLAN � a� � N � � ] W W � � m m � � � � X6 T� G WOOD BLOGKING A5 . . � 50FFIT REQUIRED �' � c�s � � � . _ vs 2x l2 FA.5GI,4 BOARD �MITER C " G ON YAPOR � AT EAVE � y'� : GORNERS) � , RETARDER ON 2X6 , EXTERIOR WALL , STUDS. -21 DENSE . �R ) BATT INSUL�TION BETN�EN 5TUD5 . GAPILLA�RY . FINISH MATERIAL BREAK WOOD BASE IS NOT TO BE IN n GONTAGT WITH THE GONGRETE � GAP B�TW�N GN� _ FLOOR SLAB AND GOI�GRE'f'E � r�. N � � FLOOR. SEALANT AT � ..� � 5 OPED � ING TD GOYER o, ° Gqp L LASH � . � � l Oi0 N _ . TOP OF RIGIDI INSULATION. N 1� M � � A M ■ • O �r'J�4�nT�0� � p �� .�.i r, l� � I ' 5T1JGG0 FINISH OYER RIGID � JOINT v� RAKE AT TR SS � � `�' INSULATION. , . � . . a 3 �, _ , �� . �. a� •, E9 112 — 1 -0 � . �� �I o " � � P OF GONG � � � � • c� � � -...� -- � Q z Cs. F�. +-� _ i�..� ' � � a� � 4 � c..� . _ E � ^ a'° � fl � FINISH�D GRADE TO � o � q � ,� . �... o 0 0 0 0 0 0 0 �� �"' - ^� 0 (� 0 0 0 , SLOPE �41N/�Y FROM ` :... o Q o Q o 0 0 (� 0 — s,.,, ees 0 0 0 o a� - - ' t? o "O o c� o `2� ' — — • 0 0 0 0 0 0 BUILDING AT I . 10 � a • - ' — — — � II � ; O O O 00 O I I I I „ 0 0 0 0 0 0 - - - - - M � � � � � _ .--� � � o 0 0 0 0 0 °o� o o - - - - � co SLOPE � � o o —� � �—� � �—� � �—� � o r,,,� A � o 0 00 0 0 0 0 00 0 0 - - - – r- �� � � . � � � T � _ _ _ _ � a ���—���_���_���_ _ o . o � � � i� a - - - - c� - - -, � : o ^ �it�t� Roo�ir� � � - - - . � III_III_III_ cor�rz� s� — — —� � ON �i1 GOVERAGE �C o LL - - - . � 6 ' . —� � �—� � �- ON AP Y OR ..L WA�I'ERPROO� ATEI"IBRAhIE — _ cs, w � — _ , BARRIER ON 2" a ( I I;I ( � ITE DRAINA ,4RD WITH FILT�R FABRIG ON O � � GOMP05 GE BO �� (R-14I RIGID ' N _ 2 RIGID IN5UI.�TION (R 14I OYER D�h1P PRODFING OR : JN5ULATION ON WATER PRDOFING ON GONGRETE WALL �DAMP - REFER TO ROOF PLJ�N . GRAFULAR FILL PROOFING TO GONTIMIE TO TOP OF GONGRETE Wa1.L, , . � . . . � . . . . . . . . . . . . . . � . . . � . . . . . . . . � � .. . . .. - � . . . . . . . � � . . " , . � . � . � � . . � .. . . .. � . . : . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . , . . : . � . � 1 M � . : . . . . . . � . . . . . . � . � . . . . . . . . . . PROVIDE- WP�TER PROOF MEMBRANE TO GONTII� TO 2 -6 . a . FI AND DRAINAGE 80ARD TO INSULATION IN ABOVE idSFIED GRADE, . . . . . . . . � . . . . . . . . .. . . � . � . : . � . . . . . . . . . . . � . . . . � �.. : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . N . . � . . . . . . � . . . . . . . . . � . . . . . N�r� M riH ro w�h+iN a B�L..ow FiHisH 2 50FFIT TO F�1.P GO M1E FRO FOO G �p., ' . � . . �. . . �. � . � . � � . � � . . , . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . � � . . .. . . . . � . . . . . . . . . . . . " �. . . �. N ■ . �� . ; . . . . . . . . . . . . . . THE PREVENTION OF GR�4DE). (2 RIGID INSULATION TD EXT'END �M 8 � , . � . . . . . . . . . . . . � . . � � . . � . .. . .. � . . . . . .. � � � l. � . . . . . . . � . . . . . � . . . . . . . . . . . . . . . . . . � . . . � . . � . . . . . . . . . . . . , 1 N . . � . .. � . . . � . . � �. . � . . . . . � . .� . � . . � � . . � IGE DAMNS - q ' BFLOW �INISH GRADE TO 4 8 B�LOW FINISH GRADE� r..� - vs �. . . � . . : . . � � . . � . . : � � . .� . " � . . . . . . .. . . . . . . . � . . . . .. . . . . . . � : . . . ��. � . � . � .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . , . . . . � . . � _ . . � . . . . .� . � .M . � . . . . 1 . . . .. . . . . . � � . . . . . � . . . . . . � . �. � . . � . . . . . . . . . � . . . . BLOGK A5 . 4 ALTFRNATE: U5E 2 bRAIN AND DRY 80ARD �R-14) � . . . ._ . . . . . . . . . � . . . . . � . � . . . .: � . . . . . . . .. . � . . . � . . . . � . � . p=�y ' p� . . � � � . . � . � . � � � . . . . . . . � Q . . M . . . . . . . . . . . � � � . �. . . . . . . . . . . . . . . : . . . . . . � . . � � . . . . . � . . . . . �. . . . . . . . . . . . . . . . . . IV�VN� IV�.L/ . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . 8 _ EXTENDII�IG �M 6 SELOW FINISHED GRADE TO . FOOTING AND FOUNDATION DRAIN INSTEAD 0� ` �� �� � � P P i GALV. MTL. GOMP051TE DR�4INAGE BOAdZD AND 2 RIGID 5/8 TYPE X G!^� 5 G O � �LASHING a : . INSULATION. OVER YAPOR ; t ; ; : � : � GRAVEL. BARRIER/RETARDER � � . � , , ON YVOOD J015T5 ; . a �ILTER �ABRIG � : - - - - ,; O WITH �R 57) BLOWN IN : , , o . : 5 HAL� ROUND o ° INSJLATION BFTh�N o o SNEET OF YAPOR � � GUTTER RE�ER TO /J o 0 0 ° o 0 0 op JOSTS. : : ' . � a o BARRIER BFTY�EN V ; ' ROOF PLAN FOR . R� a � ° o O `� , : ; O o FOUNDATION WALL AND �-r ' �o ; . O o� o o ,_,,,i t LOGATIONS O o o G� a O o o O (� FOOTING �OR Q� � o � b,q � . . . a : p . o � � O � • a o O o 4 GAPILLARY BREAK . o 0 0 � o � 4 0 0 0 0 0 �1 � � , o Q • . 0 0 0 � �/ �� _ 2X6 PlBtr'.�Ci�/et � . V . o O p� o •� n i � 0 0 o C/1 � o � 5/& TYPE X GV� . (� o0 0 ,� ��� � o 00 � _ � . � 4 `� O OYER VAPOR ` . o O . e� ` ; , a : o � . . ` o Do 0 BARR� ptRDER 0 0 �R/RET . J..+ 2XI2 SUB-FptSGIA Q o � � . O o0 ON 2X6 WOOD a o O � 51DING MATERIAL ON BOARD �i o 0 sivDS wir� -�i . O � � • fR ) THERM AND AIR , s., AL �„r . �., IX6 TdG WOOD b�A DEVSE BATT ; . . G� IN�ILTRATION BaRRI�R • L�QI� V : � _ �r INSJL,4TION SOFFIT ON PLYWOOD ALL GONGRETE WALLS AND � RE�ER TO STRUGTURAL DRAWING � � � BET1^�EN 5TUD5 SHEATHING ON 2X6 ARE T HAVE A � FOOTINGS O . r� 5 FOR FOUNDATION/FOOTING _ O WDOD 5TUD5 IN ING ING THE DESIGN AND REIN�ORGING �OUNDATION DRA LUD � � INTERIOR FOUNDATION WALl.S. 0 .. . s., , N . � : T � RE 501L5 REPOR - , .�.� . � . . . . . � . . . . . � . . . .. . . . .. . . . . . . . . . . . . . . .. . . . � . . . . . . . . Y . . . . . . . . . . . . . . . . . . _ . - . . r� . . . NOTE . 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"`� / CC�t�A � � � . . . . . . . . . . . . � . .: � . . . � . . . . . . � . . � . . � � . . . � . .. � v � • • • . • � � � � • • � � � � • . . � � . � . . . , . . . / . . � � � . . . � . . � . . . . . � . . . . . . . . . : . . . . . . � � � . � � . � . � . . . . . . . . . . . . . . • � �— 3 .. �RGR�ENS �, . . . . . . . . . . . . . � � � � : ,_, � _- •. �.._ / , � � . . . . . . . . . . . - -. r • � ' � � �_ ,�.- GOLORADO BLU� SPRUC.E 6 , 8 ,TALL � . . . . . . . . �-_ . . . . � � BS 3 �, L0T 13 . . . . . . . .� . . . . . . , -. � I . . . . . . ✓. . . . . . . . 'ss � � (i'OPULUS ANGUSTI�OLIPJ � . . . .r . . . . . . . . . � • � � / o , . . . . . . . . . . . . . . . DFGIDUOUS Ti?�E5 � .� . . . . . . . . . . . / � . U � � . . � � . . : . . . . . . . � . . . . . . .. / � . � ♦ � r � . ♦ � . r • ♦ • ♦ r ♦ � ♦ � . � . . . � . . . . .. . . ���� . � . � . . . . . . . . . � . � � . . � � . � � . . � . . II� � 11 . . . . �. . . . . . . . . . . . I QUAKING ASPEN 2 .5 4 GAL. �/ . . . . . . . . . . . � ---' � Q�4 � � I � � � � � • � - � � � • ��� ` • ' • � • " . � .. ._-- (AGER GLABRUM) / ' . ' . ' . ` . ` .�r'I�.�QfL ' . : ' . / � � � / � � • � / � / / . . . . . . . . . . . . . � �up� �a . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . � � . . . . . . .. . . . . . .�. . . . . y . . . . � � � � ♦� '� � � . . . / � � � ; . . � . � � ✓I"71WLCJ . . . . . . . . . . � . . . ... � . � . . . .. . . . . . . � . : . . . . � . � . . . . . • �. r � � • o r • � • • • • . � . . / . .. . . . . � � . . � . . � . . . . . . . . . . � . . . � . . . �� . . . � � . . . � . . . � � . � � � . . . � � � . . . . . �. • •� • • � • ��� � � � � � � � � � � . . . . . . . . . • • � � . . . . . . � . . � ..�x .• . . . . � � . . � . � . . - � �. .. � . . . .. � . . . � � . . . . . . . . � . � : � . . . . . . . . . . . . . —�' • -� ` . : �_. POTENTILLA/GINQUE�OIL . . . .% . . . . . . . . . �- � ; a ..,. 5 6/�. IO . /. . . . . . . . . . . . • � � � :, P� (POTENTILLA FRUTIG05PJ . . . . . � .. . . . . . . ' / . . ♦ V ♦ Y V ♦ ♦ ♦ ♦ ♦ i ♦ . ♦ � ♦ . . . . . 'j. �.�� . . . .. . . . . . . . . . . . . . . . . . . . . . . . �. . ,. REDTWIG DOGWOOD Rp . . . . . . . . . . . . . . � '�- — — � 5 GAL. ► " 16 . . . . . . . . . . . . . . . / � < . . . . . . � � . � . . � � . . . � . . � . � . . � . � / .. . . . � � ♦ v • ♦ w • r � • • • • � . � � . � . � . . . � . . . � � . . . � . � . .. . . . � � . . . . . . . . . . .. . . . . . . . . . . . . . ` . ,, .. . RD �GORNUS SERIGEAJ . . . . . . . . . . . / y ` . . . . / [� . . . . . . . . . . . . � � . : . � . . . ... � � • . • ♦ ♦ � • ♦ ♦ � . V � ♦ . ♦ ♦ • � ✓ ♦ ♦ ♦ . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .. . . . . . . . . . � � . � . � . . . � . . . . . . . . � � . . � . � . � � . � . � . . . � . � . . . � . . . • ♦ � � . � . ♦ ♦ • V ♦ �/t 1 • • . . . . . � � . . . . . . . . . � . � ; o•�e . . . . . . . . . . . . . . . " . . . . . . . � . . . . . � . . . . � . . � � � . . . � . . . . . . . . / . . . . � . . � . . ... . . . � . : `�.. . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . I r • V • • • � �� • . • � �I . • �I r � . . . . . � . / . r• .. ?R . � . . . . � . . . . . . � ' . . � � . . � . . . � . . . . � � . . . . . . . . . . . . ♦ • • • � • i /✓i . iI • r • � � r • V � � � . •/ .. . . . . . . . . . � . . . . � , / . . . .. . F ` . . . . . . . . . . . � . . . .. . . . .. . . . . . � . . . . . . . . . . . . . . . . . . . � . . � y • • • V ♦ ♦ ♦ ♦ . • • ♦ ♦ V � V . . . . . . � . � - . . . � � . . � � . . . . . . .O .�V . . . � . . . . � . . . . . . . . . � . � . � � . . . . .. i 1'� / • �� . . . . .�'. . . . . . . . . . . / ; . . �.,�, I . . . . . . . . . , . � . . . . . . N � ✓ .. .,... _ �, 1 I . . . . . . . . . . . . . . . . 1 . , . G O GO T O G G G - O TG D o� . . � . . . . . . . . . . . . . . . . . . . . . . � . �. . � . . . . . � . . . . . . / . . . . . . . . . . . . . � . . . . . . . . . . . . � ! • y . . . . . . . � . �. � l�, �n . . . . . . . . . . � . . ' . . . . . . .. . . . . . . . . . . . . . / . . . . . . . . . , v .. , .. � � . . . � � . . . . . . . . . 0 . I . ♦ . . . . . . . . . . V . . . . i . ,. E o . :, : ,.. P�RIWIN E . � . :, � � . . . . . . . . . . . . . . . . . � » . � ,. M� ao � 1 .. . � _ _ � . ► . . . . .. . . . . . . . . . . ./. . ENTRY LEVEL 102 0 1 _ . . . e� I I / GG - -, '.;„' N � . . . . . . . . . . . . . . . . . . , ,. INGA MIN ►� e+� � I' _ _ ... . ,. �i . � . . . . . . . . . . . . . . . . . T.O. FIN. 8062 0 ► - . .. . . o ._ � . . . . . . . . . . . . . . . . . . . ..,. ' � / . ,, o +.� I � . ,..., MONE'(WORT/GREEPING ..�NNY � � � . . . . . . . . . . y. . . . . . . . , y �' � a.� . . . . . . . . � • • • • �. . � O � � • �I r ♦ 4 • ♦ � ♦ • • � ♦ r . V . � . �� . . . . . . . . . . . . . . � � ���+� . . . . � . � . . V � � . . � . . . . � . . � . � . � � . . . . . . . . � . .. . . . . . / . � . . . � » . � . / � . . . . . . . � n` . . . . . . � . - . � � � . . . . . � . . � . . � � r � ♦ V • ♦ i ♦ ♦ / '� • V ♦ ♦ � ♦ ♦ • • ♦ i ♦ . . � . . . . . . � . . � � / � � � . . � . � . . . . . . . . . . LIVING ROOM LEVEL = 100 -0 1 �. ,_-, / . . . . . . . . . . . . . . . . . . . . . . - - - - -_ � I -�—� / -._ c,a _ _ .E.� . . . . . . . . . . . . . . . . . . . . . . . _ � T.O. CONC. 8060 0 ► SNOW ON THE MOUNTAIN � � p . . . . . . . . . . . . . . . � . . . . . . . . . � �-� . • . � • � � r. � • r • a. � � � �r • • � • r • . • • �� r � � • � � . . . . . . . . . � . . . . . . , . . . . � . . / . . � � . . . � � � . � � : � . . . � . . . . . . �y : . 6� . . � . . . . . . � . . . . . . . . - . . � . . . . . . . . . . . . . . ��. . . . �� . . . . . . . . . . . . � . . �. . . . . . � . , . . _ _ . . . . . . . . . . . . . . . . . . . �� . .. � � � .. � . . . . . . . . � � � p � � • • � � '�' � � � � . � . / '� �" / (AEGOPODIUM PODAGRI�RII�J .S� o �, ca � ' ` .-.._ . . . . . . . . . . . . . . . . . . . . . . . . . � � . . � � � ♦ ♦ • • • r M • � i r r �I r • V • • ♦ • � � • • • • • • . . . . . . . . . . . . . . . . . . . V � � � .e / � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � GREEPING OREGON FfOLLY i�.� � � � ' � . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � � � � � OT 12 I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A�HONIA RE�NS � c� 1 \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . �/ ��io � . � � .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1694 UPPER MATfERHORN CI �CLE I SWEET WOODRUFP o 1 r.. . . . . . . . . . . . . . . . . . . . . . . . . . / / �" � C .� � * ' . . . . . . . . . . � . . ��� ' . . . - . . .'�- . � . .. . . . � . . . . . . . . . . � . W . � . . . . � . . . . � . . . . � � . . . . . � . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' � ,�u.� o . / . . . . � . . . . . . . . . . . . . . . . . . 0.302 ACRES I C�ALIUM ODOR1hTUM .�„ -�—• -,� , . . . . . . '�. . . . . . .. . . . . . . . . . � :"' S � . . . . . . . . :.... . . . . . . . . . . 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I ... ... ... .. .. . .. . . . ... . . . . .. . . . . . . . . . . . .�-' . .. . . . .. ., ... ... .. . . . ... .. ..... .. .. >.. ... .. . . � , �. . ... ... ... ... .. ... ,.. .. .. ... ,...� .. ... ,.. ... ,.. ... . .. ... . .. . ... ... .. ... . . . . .. .. .. . . .. .. . . . , . . . . . . .. . . .. .. .. .. .. .. .. .. .. .. .. ... . .. . . . . . . . .. .ti.... ... . .. .., . . .., .. ......, ... . ... ... ... .. ... . .. ...... �:� ... ., ..r... , . �., . .. .. .. .. .. .. ... . .. .. .. .. .. ... . . :.. .. ...... :.. .. . ... : .. . ...... .. . :.. .: ..,..,:.. .. � , ,.,. . .. . . . _ . . . . . . . .. . . . . . _.. ... .. •: .: .:..•: : .. :: :. .. .. ... . ...... . .... . . ... .. ........ . .. ... .. . ..... .. . ...... .. .. ... . ... . . .. .. . . .. �.. ._ ... _.. ._.. . .. ..... .. .. ... ... ... . .. . . ... .. .. .... .. . . ...... ... ... .. _ . ..... ... .... . ,. . . . .: . ... .. .: ::. :.: ...... ...... _. .. , .. ... ... . ... .., ... .. ... .. ... ... .... .., .. .... ..: .. ... .... .. ... ... .., .}. ... i. ... . . ,.., . . . . . ... .. .. :. .. .. . .. ... . . ... . . . . . .. .. . .. .. . . . . . . . . . . _ . . . . . . . . . . . . . . . k .. .. .. . . .. .. .. .. . .. .. .. . . ., .., .. .. �:. ... . ... .. ... ...., . . . . . .. ..,.., ... .. .. .. .. .. . .., .. ... ... .. ...M.. . . . . . . . . . . . .. ...... .. .. .. .... . .. f.. :�..,. . . • � � . . . . . . F -..... .. . . •,�::. . . . . . . , .. „ . . . . . . . . . . . . . . . .. -. :.. '... .. � : .. .. . '..:.. .. ' . '.., .,. '.. ' . . ... . ' . .t.. . .,' .. . . .. : : . . . . .. . . . . . . .. . . . .. . . . . -. . , . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . „ .. . . . . , .. . . . . . .. , . .._ .. , . .. .. . . . .. . . . . ,.. . . . , . . . , . .. . . .. . . . . , .. . . . , . . .. . .: .. . .. , ... � . . . . . . . . . . . . . . .:. ;... .:. , . Y...... � .. . . . . . . . . . . . , . , . , . . . . . . ... ... ... . .. . . . ... ... :.. . s'. .. : 1. . ,. .. .. .- . ,. . � . . . ... � . . .. : ... ... . . , . .. ,.. :... .. . .. : .. ... . : .. .. ... .. .. . : .. . .. . . ... .. . . .. . .. . . . . .. ...... ..... .. . ... ... .... ... ... ... ... ... ... ... _� ... ... .. ... ... .... ... ... ... .., ... ... .., ... .. .. . . . . , . . . . . . . . . . . r . . . .. . . _...-� ... .. . . . ... ... ... . . . . ... . . •t, . .. .., ... .. :.. . . .., .. ... ... :.. ... .. ... .... .., . ... .., ,.. . .. ... ... .. ... ... .. .. . . . .. . ...... .. ..... .. .......... .. ...... .. .. . .. .. .. ...... .. ... .. .. .......... .. .._ .. .. .. .. . .. ..._ . . . .: . .. . . . .. .._ . . .. . ri . .�:. . . . . . . .,�. . . . . .. .. . . . ,.. .. .. _ . .. ... ... . .... ... . . _ .. ...... ... .. .. . . ... .. ... .... / ... ... .. ... . .. ... .. .. ... ... .. ... .. . . .. .. ... .. .. ... .. .. ... ... .. ... .... ..... .. . ... ... ... . . . . . . . . . . .. .. .. . .. . ... .. ,. . .. ... .. . ... .. . , . . . .. . .,... . • .�... ..,.. .. ... .. ... ... .. ... .. ... . .. .. ... , .fr .., .. .. ... . .. ... ... , . .. .,. .. . . . . . ...... .... ... . ... ... ... .. .... . .,:<' ... .. ....., ..... ,....._ ..... _.. ......... .. ..... ..... ....... .... . . . . . . . . . . . . . . . . . . _ y , .. _ _ .�..-.� . . . .. .. .. .. a _.. . 1 ... . .. . . . ... . . ...... .�, ... . .. ....... ., ... .. ... ... ... .. .. . .. ... .. .. ... ... . , .. .. .. , .. .... .. ... . ,... � . . .. .. . ......... .. .. .. . .. _ .. ,.. .. . . . ... .. ,.. .. ,.. ... .. . .. .. .. .,.. .. . ...,.. _ . ,.. . .. .. . .. . .. .. . .. ,. .. ...... . . . . . . . . . . . . . . . . . . . .. . . .. _ x , .. . . .. . . . . . . . .. .. . . .r..� .. . . . . .��..`... .. ., .. . .. ,.. :... . .. .. ... .. . .. .. .. ... . .. .. . ... .. . .. ... .. . ... .. ..... ... .. ... ,. , , � . ... ... .... .. ... .. ... ...... . .. . ... ... ... ... ... . ��L .. .... ... ... .... .., ...... .., ...... .. ... ... .,. ... ... ... .. . .,...., ..... .. . . . . . . . . . . . . . . .. -...,., . . . . . ... ... .. . . . . ... , . .. .. . . . . . . . . .. . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . r . . . . . ., .. . . ... .. .. . . . .. .... ... .. .. ... ... ... . .. .. ... ... .. . ... ... ... ..._.r.,... .. . . . . . . . , . ..., ....., . ... .. ... .. . ... . ............. ...... ...... ... ... .. ... .................... .,.. .. ... ... .....,.. . ..,.. _..... . . , , , . . . .. . . . . . , . . . . _ . .. . . . . .. . . . . . . .� . . . . f . . . . . . ... _ .. �. .� . .. . � . �.. .. .. .. .._ .. . ._..... . . .. .. . . . . ... . .. . ...... .. ... ... . ... .. .. ... .. ...... . . . . CONSTRUCTION STAGING NOTE . .. .. .. .. .. . ... .. .. .,--�. .. .. .. ... . . ... .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. ... ... . . ... .. ... . . . . . . . . . � . . . . . .. . .. ... . .. .. .. .. .. .. . r. .. .. .. . ... . .1... ... . . .. .. . . _ . . . . . . . .�,> . ... .. . .. . . ... .. ..... .... ..... ... .. . ., .. .. .. . . .. .. . ... .. .. . ,.. .. .. .. .. . . . .. . ... ., . . . . . . . . . . _ _ . . ., ...... .. .. ..... .�. . ... �. .. .. �,.. .. � : ::, ::: . . . .. . .. . .. .. . . .. . . . .. .. . ,.. .. . . . . . . .. .. .. .. . .. . .. .. ... . . . .. . . . . . . . . . . . . . . . . , . . . � .. . . . . . � �.:. . �::- • . �._�... � .: :�.. . .. �.. ;.. . a::�r. ::.:::. �.. : ,. . .:. :... ., . , .. _ . . . . . . . . . .. . . . . . .... , . . , . . , , , , . , . , . , ,. . . . , ... .... .. . .. . , r...... 1.. ... ... .. ,.. ... . . .. . ... , . . `.. ._— — — .. ... .. .. . . ..... ... ... ... ... .. . .. ... ... ... ... .. ... ... ... .. .. .... ... .., ... ... .. . ._�... .. . . . . .. . . . , . . . . . : .. ... .. . . . . . . . . \ . . . _ , .. _.. . ., .., .. . ..� .... ... ... . ... . .. ... ... .. .. .. .. ... ... . .. . . .. .. . .. .. .. . .. . EXGAVATION . ... ..... ... .. .. . � . . . ., . . .. . . . . . . . . . . ..... . ... .. ...... .. ............ ..... ......... .. . . . .. . . . .. . . . . . . . . . � .�-::. . .. .. . . .. ._. .. �-„ .. .....: . .. .. . .:. .... . ... .. ....��:::_:�:. .... . ... .. . ::: . ......... .. .. . ... .. .: ., . ..:::, �:..� .�..:.� .. ..L.. . ... .; .... . .. .. .. . ... ... ... ... ... ... ... ... ... . . ... .. ... ... .. ... .. ... .. ....... ... ... .... ... .... ... ... ... ... ... .. .. . . . , . . . . . . . . . . , . . ... ... .. ... ... .. ... ... ... r... ... ... ....... ..� .. ... .. . ... . .. ... ... ... .. ... ... ... ... .. . .. .. .. ... . .. . ... ... ... .. . ... .. ..., . ..... . ... ..... . ... _ ......... ......... ..... .........,.. .......... .. ..... ....... . ... ... .. ....... ............. .... .. . . . . . . . . . . . .. ... .... . . ..... ...... .. ... ...... .. ....... ...... .... .. ... ...,... .... ... . '�!�.. ... .. .. . . . � . . . . . ..... ... . .... ...... .. .. .... .. . ......... .. ,.. .... . ... .. ...... _ ...... .. ......,.. ... ..,.. . .. .. ,.. .. .. ,.. . . , _ . . . . . , . . . . . . . . .. . .._ . . .. .. ... . . ,.. ... . ... �.,.. .eF.� .. . . .. . ... . . .. .. . .. .. .. :.. .: :� . • . . .. ,. , .., .. . ., ..,:. . . . . . . . . . . . . . .. .. . .. .. ... ... .. ... ... .. .. .. .. . ... ..., ... .... ..... ... �.. .. . ... ... ..._ .. .... ... .. .. ... .. .. ... . . . . . , . .: . . : . . . . . . . .. .. . . . . . . 1 , , .. . . ... . . . . . .. . .. .. ... . . . . . . . . . . . . . . . . ... . . . . . . . . .. . . ... .. .. .. .. .. .. .... . ...... . . ... .. +w+�L � . . ... .. :... . . � . . . .. .... ... . . . ... . .. , .. . ... �'.'!�.. .. . .. .. ... .. ... ...,.. . ... .. . , . . . . . . . . . � ......... ..... ......... .. ............. ..... . AREA .. .....,...... .............. .. . . .... .. . . ..:... .....,.. ...,.. . . . .. . . . . . , . . . . .. . ,. _ . . . . . . . , . . . . . , . . .. .. ... ... ... .. ... ... .. .. ... .. ... .. .. ... ... .... ... ... .. .. . .. ... .. . ... .. ., ...... .. .. ..... . . . . _. .. .... . . . .. . .. ,....... .. ..,.. .. ...,.. .. ... .. . .. ... ..... ..# ... .... .. . � .. ... ... . .. .. .. .. ... .. .. .. .. ... ... .. . . . .. ... . .. .. . ... .. . .. .. . .. . . . . ... ... . . .. .... .. ... .,�. .. . .. ... .. .. � .. .. ... .. . ... .. .. .. . ,. � ... ... .. ..... . ........... ... ... ...... ... ... .. .... .. ...... .. . ...... .., ...... ... ...... .. .., ... .. ...... .... .. . .. .... . . .. .. .. .., ....... .., ... .. ...... ... ... .......... ... .. ..... ....... ..... . . . I ...... .. ... .. ...... .. ... .. .. .. ... . . .. ... .. .., .._ .. .. .. .. ...... .. .. ... .. .. ...... .. ... ... . . . STAGING MATERIAL STORAGE . .. ... .. . ... . .. .. .. .. .. .. _. .. .. _. .. .. . . _ .. ... .. ... .. . ... ... .. ... .. .. .. ._ .. .. ._ . ... . . .. .. ... .. .. .. . . : . .. , , .. ..... .. ... ......... .. ...... .. ..... ...... ... ......... ... ............ . ... .. ... .. . .�....... .. ... .. ....... .. ....._ ...... .. ...... , : .. .. .. .. .. .. .. .. .. . . . / . . . . ...... . .. .. . . . . . ... .. .. ..:. . .... .. . .... . .. . . .. .. .. . . .. .. .. . . . .. .. .. .. .. . . .. . . .. .. ... .. .. . .. .. . .. .. . . .. . . .. . .. .. . . . .. .. . .. .. . f .. .. ... . .. . ...... ...... ... ...... ... ... .. ... .. .. ...... .. ....... .. ... .. .. ...... . , . .. ...:.. :. . . . : : _ ..,:. . ::... ::.::::.:: :.:.::: . . .. .. .:. :. . .. . .. ::: :::::.:�::::: .. ...,. . . . �- ::::..::::.:.::>::::.. . .. . .. :. :..:: ... : :.... : :. .. ._ . . . .. . .,:: :: . : : : . .. . � . , .: . .. :. . . ..: : :. :... . . .: ::, . .. . . .... .. .. . .. ... .. ... ... .. ... .. ...... ..... .. : . . . . .. . r .. � ::. ::. . _ . . . . :.:::. .��: ::.:: . ... .. ::::::�.:::�,:::::: . .. .. .. . .. .. . .,N:� . . ,:.::_.::�.::..:::..� . . :.. . . . . .. . .... I . ::. .. .� :: .. .: . .. :.. :: . .. . . .�..,:..� .::.� . :: :.:::: ::.: . .�::. ::. ::... .::.:� :: :::..� ::.::::::. :. :::.:: :�: ::: . . .:. .. ::. . . .. .. ... .. _ . . .. ... . .. . .. .. . . .. .. . .. . . . .. .. . . .. .. .. .. .. . .. .. . .. .. .. .. .. . .. .. . . .. .. ... .. .. .. .. . . .. . . . . . . . . . . . . AND DUMPSTER SHALL BE ... ..... ... .. .. .. ...... . _.. .. ...... .. .. .. ... ...... ... .. ...... ......... ..... ... ....... ...... .. ... .. .. ...... .. ...... . ... .., . .. .. _.. .,�.. ... . . .. .: ... . . . .. ..: . e , .. .. .. .. .. ... .. .. ... . .. .. .. .. .. .. .... .. . .. _. . .. .._ .. . ... .. . .. .. __ .. .. ._ �. .. . .. . . . . . .. .. .�Y . ..�. .. . , � ... ... . ... ... .. .. ... .. .. ... ...... .. ... :r`.. .. ... ... .. .. .. .. ... ... ... .. .. ... ...... ... ..... ... .. .. ... .. .. ... . ... . ... ... .. ... .. . ... �XGAVATIO . . :. . . :. _ . . . . : .. � . . . . . . . . . . . � � . . . . , . . . . . . . .: :7.l. .:::.C .::..1 ..`. .�:h:. ..°.0.`.:. .:l ::. . .J .: . : .. .. ... :•::..°�.Y:1:i.:T �!! l'fl:f:. '7 (::CA:T.1:.P. :.. . ' . . l' .. . .. . . . . . . . . � . . . . . . � . � . i:. ...^.;'. � _ . . ' I, l: ':L'.:;" . f. .^., 1.;' �'.°1C: . .. �.K � . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. ... .. .. .. . ... ..... ... ... .. .. ... .Y....., , . .., .. . . . . . . . . . . . ... . . . . . . . � . . , . . . ... .. ...... : . ......... . ..... . .. _ .. ... . . . .. ....,.,... ..... ... ..., . ... .., ...... . . . _... ... .. . ... .. . ........,, . ...: � . . . . . . � . . . .. . . . . . . . . � . . . . . . ,.. . ... .. . ... ..... . ...:... .. . . .. ...... . ... .....,. .. ,.. ., .. . .... u .. . . . . . . . . . . . .. .. . . ... . . ... .... .... ... .. ... ... .. .. ... .. ... ... .. ... ..:.. .. .... .. ... .... .. ... .. .. ... .. ... ... ... ... .. ... ....� . . . . . . . ' . � . . . . . . . . . . . . .. .... ... . .. .. .. ... ... . REA ' ... ... ... .. .. ... .... .. ..I..... , . . .... ..... ... ......... ....... ... ... ... ....... .... . . ...... ... ............ .. ....... ....... ...... .......... .. ....... ........ A ' ... . ... . ... .. . .. . .... .. . ... ... .. .. ... ... .. . ... .. .. ... . ... . ...... ... .... ... . . .. ... .. ... ... .. ... . ... . ... ...... ... .. ... ........ . .. ....... ... ... . .......... .. ........ . . .. . ... :. .. .. :.. :.. ... .�-?". ... :. .... .., :..... .., :.. :.. .. ... :.. ...... ... ... ... ... ......, ... ... ...... ... .. . ... � _ .: ......... ... .... ..... ... ,..... .. ...,.., .. ...... ... ...,.. . ... _ .. . : :. . .► .. .: :,.� :. . .. .. . .. .. .. . . .. . . .. :�: : . :. � :M:. A ED WITHIN THE F I .. ... ... ... .. .. ... .. .. .. .. .. . .. ... L0C T LATTENED .. .. ... .. .. . . .. .. .. .. .. .. ... .. .. . . . _ _ . . . _ �. . ... . . ..... ... .. .. ... .. ..,� . ... ..{. ... . . .. .. .. . ... . .. ... .. .. .. .. . .. . ... .. .. . .. .. .. .. ..�. . . . . . � ... . . . . .. . .. .. .. . .. .. . ... .... .. . .. . . , .. .. . ... ...... .. . .. _ . . _ .. . . .. . _ . . .. .. ... .. .. .. .. ... .. .. ... ... .. ... ... .. ... ... ...... ... ... ..... ... . ... ... .. . . .X-- . . . . ..., .. ',.�Y. .. . .. ,. ^ . ' :. C. /. . . . . . : ... "; � . C%..� .P,'J...,': .' a. . . . � . � . . . . . . . . � . . . . . . . � 1 . . . . . . ' � . . . . . . . . . . . . . . .. . . � . � r . � . . . . . . . . . . . . . . . . . . . . . � ....:.: ::` ...:J1':^. ' ,... . .. ....`.P:..°.;::;:.':.P,-1t::::1^.::4:1:'::::Y.:^,1..°:1::C1.:L:tC:';" . . 5, . . . . . . . . . . . Y . .L'^.:_ ... . . ..:... . . . . � . . . r. ` . o . . . . . . . . '.:':^:f.^': . f:. . . . . . . . . . . .. . . . , . . . . . . . . . . . : . � . :� . ... � .. ... ... .. . .. .. .. ■. ._ . .. . .. . ,. . . .. . . . . . . ' : :. , ' '. . v . . . . . . . . . . � . . . . � . . . . . . . . . . . . .. .. . . ... . .. .. . . . . .. .. .. . .. .. .. . , . � 1 . . . . . . . . . _ . . . . . . . . . . . . . �::.:.9 " .:. :.9:^.:°.:.: ::'.::1:.Y.::.°::.°:::�::..°.:::.:::::. :.::T..:;:':.^:::::::::L::.,°;:::.::, � � . . . . . . . . . . . . . . . . . . .. .. .. .. .. ... .. . .. .. ... ... . ... . . .. ... .. .... ... .... .. . ....... ... . .......... .. .. .......... ..... .... ....... ... ... ..�.,.. . . . .. 1 . . . . . . . . . . . . . . .�.. . . .. . ... . . . .. :... . .. . . . . . .. . .. . : .. . ... . .. . .. . ... .. ..... ... ... . .. ... .. . .. . ... . .. . . ... . . .. .�. . .. :.. �... ... .. :.. .. .. . . � .�� . . . . . . � v . . s �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..',': ' :::::...ClC:.^,:.'C.':L ::.'::::::::: '::'.:;:.° ::;C::::.;:.'::: ^::J::, .':::::,::::.°:.` ::, :°C:::.. . . � . . . . . . 1 . � . . . . . . . . . . . . � � / � . .. .. ... ... . . . . .. .. . . . . .. ... ... .. .. .. .. .. .. ... . ... ... . ... ... .. . ... .. .. .. .. .. ... �., . ... ... .. ..., .., ,.. . . , .. . 1 . . _ .. _. . .... .. . .... _. .. .. . .. . . . ..... . .. . . . .. ... .. . .. ... .. .. . .. .. .. .. .. ...... .. .. ...... .r.. .. ... .. ..... .. ... , , .::. :. ..: :.:.:: ::: . . . . .. .. . . .. �:: _ _ ... .. . ... .. . .. .. . .. .. .. . . . . . .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . .. .. .. .. .. . . . ..... . . ................... . . . .. . .. .:. ..:�:��:�::;;�;::•��:::;:�:� � .::. NTRY 1 I � E LEVEL 02 0 . ....... . ... ... ... ... . ... ... ... _ ... . .. ... ... ... .. . ...... ... .� .. ... ... ... ...... . .. . .. ...... ... ... .. ... . .. .. . ... ... ... . .. . 1 .. ... ... ... ... . ... ... ... .. .... . .. ... .. ... .... ... .. ... .. . .. ... ..... ... ... ... .. . . ... ... .. . . . , . . ... ... . ... ... ... ... .. . ...... .. . .. ...�'. .,.. .. . .. ,.. . ,.. .. ,... ... .. ... .. ,.. ,. .. ... .. .. .. .. ... .. .. .. ... ... _ .k .. . � . . .. . .. . ... .._. . .. ... .. ..... .. .. .. ... . .. .. .. .. ._ . . . . . . . . AREA LABELED GENERAL � ..... .. ...... .. . . .. . . . ... . . . .. . .. .. .. . . ... ... .. ..... � ._ . .. . .. . . . .. .. . . . . . .. .. .. .. . ... .. . . .. .. . .. .. . _ . .. . .. . .. .. . . .. . .. .. . . .. . , _ . .. ..:... ... ... . :. . ..: .: ..:..: .:..:...: .:... .. ...:.. .. .... ....�.... i . . . . . . . . . . — . ... ... .. ..... . . .. ..... ... ..... .... .. .. ... .. . .. .. .. ... .. ..... T.O. FIN. - 8 - �. ,.. - .�:.,. ,... . ., . 1 062 0 .:::. ..:.:. . , ,� ;.., , ... .. ... .. .. .. .. .. .. ... .. .. . .. ... .. . .. ... . .. ... . .. . ... ...:. i .. ..... �.. ... . :.. ... :.. :.. .. .: :.. .. .. :.:... ... :.: ... .. .. ... . .... . .. � . . . ,: . .: . .. . , . • .. . . . . ... . .. . .. . . . ... ..... .: :. ... . ..... ...... . . ...... .. . . _........... ...... .. ... .. ...,.. ... ...,...... ..... . . ..: :. :. .: .. :. .. :: .. .. .: :. : .. :. .. . .. . . :� . .. , r� .,.-''` .. ... .. . _ _ . . _ . . _ _ . . . . . . . . . . . . . ., . » . . .. .. . .., ., ,. . . . .. . . . .. .. .. .. .. . .. .. .. .. .. . .. . .. .�.. .. .. .. .. .. .. .. ...,.., ... . ' ... ... .. .. . ...... ... .. ... ... .. .. ... .. .. ... .. . .. .. .. ... ... /1 ., eV I . . ... . . .. . . . . . . . . . . . . . . .. ....... ... ..... ..... . .. .. ... ..... _. ..... ...... . ... .... ... ... . . . . .. .. . . . .. . . .. .. . .. .. .. .. . .. .. .. . .. . .. .. .. .. .. .., ... .. .. ... ... .. .. ... .. , v� . . . . ... ... ... ... .. ...... .......... .. .. . .. ..x.. . . .. ... ..... ... ... ... ...... , .. .. ... .., ... ....., . . ... ... .. ... ... ... ....... .., ... . .... ... .. ...... ...... . . .. ... .. . ... .. ....... ... ... .. .. ....... ... .. . .. ... .. ... . . . . . . .. . . . . . . . . . . • v� 1 ..... . ... .. .. .. .. . .. . . . .. . .. .. .. . . ._ .. .. ...... .. �:. .. .. ... .. .. ....... ,. . .. .. ... .. .. ..., .. ,... ,..,.. ... .. , . . / .. .. ... . ... ... ... ... .. ... .. ... ... .. ... ...�-?... .. ..:.. , . ... ... .. ...... .. .. ... ... ... ... . . . .. .. .. . . ... .. .. ... .. .., .. ... ... .. ... ..... ... .. . . ... .. .. .. ... .. .. ... ...... . .. . .. ... .. .. ... . . . � ........... .. ......... ... . ............. ...... ... . ............. ......,..... ...,... .. .......... . . .. ...�. .. . . .. ... .. .. .. .. . . . . . . . .. . . . . . . . . . . . . . > . .. .. ... . .. .. .. ... ... .. .. ... .. .. ... .. ... . � . . . . . . .. .. . . , .. .. . ... . _ .. . . . . .. . . . ., .. . .. .. ...... .. .. � .n . `n .. . .. .. .. . .. .. . .. . . ... �. .. . . .. .. . .. .. . . .. . ..... . .. .. . . .. . . . . . . . . EXCAVATION AREA . THE . . . . . . . ...... . . ... ... .............. . ... ....... .. . .. .......... .. . . . . . . . r .. .. . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . — . ......... .......... ....... ... ... . . . . ... . . .. . . .. .. ... . .... . .. . ... .... ...... .. . ............. . .. .. .. . .... .. ...... ......... ... ... . ....... ... ... .. � � . . . . . . . . . 0 . . . . . . . . .. ..... ......... ... : ......... . ...... .�,.. ,..., . . . . . .. . . . . . . . . . . . . . . . . . . . . . � — � . ................ ... .......... .... .. . . .. . . ..:. . .. : . . . ... ... ... ......... ..... . .. . ...... ... . . . .. . . . . . .. . . .. . . . . . . . . . . ... .. .. ...... ... ... ... ... . .. ... .. ..._.. .... . . . . � . .. : .. .. ,... . ,...,.., : . ..,.. . .._ ...,. � � �� . . . . . . � � . ■ ...... .. . ... ................... . ............ ` LNING ROOM LEVEL 100 0 .. ..:...... .... ..... ... .. .... . . ... ... . . .. .. . . r... .., ... ... .. . ... .. . ... ... .. .., ... ... / .................. ............. . ... .... .. ..... ... ... ...... .._... .... . ........ : .. ...... .:.::..: .�.:::.:: .. .. ... �:..::.::..�. . — — . .. .. .. ... .. . ... .. ... .. . . .. ...... , � . .. . .. . ... . .. .. .. .. . .-. .. . . .. . . .. . .. .. .. .. . .. .. . .. .. .. ... ... .. .. . .. . .. ... .. .. ,.. . .. ... .. .... — I .. ........ ... ... .. ... ... ... .. _ � � _ ... .. .. ... .. .. ......... .. .. . . ... .. ..r .. � . . _.. .. � .. ... .. .. . .. .. ... .. ........ .. .... .... .. ... .. .. ... ... ...... ... .. .. . .. ... .. .. .. .. .. . . .. _ .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . � . .. ... .. .. ... .. .. ... . .. T.O. CONC. — 8060 0 ..... :.. .. .. :.. ..... �.: . . .. ... : .: . � ... :.::::: .: .:. .:::.: . .: ::: . � .. .. ... .. .: . .. : .... ev � r . ,. . ........... ... ..... ..... . ..... .. . ... .. .. .. � . .. . : - .�. .. . .. . . . . . . . . .. . ... . ... ... . ... . . . . . .. . .. . . . .. .. �. , . . .. .. ., .. . ,.., ., .... .. .. .. �.. ... .. .. ... ........, ......, ... ... . N �-� . . . .. ... .. . .��'. .. ... _ .. .. . ... ... . .. ... . ..... ... .. .. .. .. . ... ... ...... . ... .. .. .. . ... ... . .. .. ... .�'' ............... ... ...... . . ...... ... ... ... . .. .. . . _ . ... . ,. ... ... ......... .. ... . ...,.. .. ... ... ...... ... ... . .. . ..,........ ... .... M .... .... . .. ... ... ...... ... ...... . .. .. ... ... . .. _ . _. .. .. . ... . . . . . . . . � . .. . .. . .. . . . ... . . . .. ..... . ....... .. ...... M ■ ACTO SHALL MAINT � , . . .. ... ... ... ..... ... . . . . ... .. .. w� .... . .. . .. .. .. .. .. .. .. . .. .. ... .. . . .. .. .. .. .. .. . .. .. .. .. . .. C0 NTR R AI N .. .. ... ..... ... . . .. ...... .�. .. . .. . .... .. . .. .� .. . .. .. .. ........ .. .. .. .. . . . _ .. .. .. . .. .. Y.. . . . . . . .. .. .. . . .. . . .. . .. .. . ..... . .. .. . .. .. .. � ^ o .. ... ...... ..... . . ... . .. . ... . .. . �. . .. .. ... ... .. ... . . .. ,. ...� ... .. ....... . ,. .. . .. ... ..._.. i � \ ,- o .,� I ..-� .. ..�_. .. .. .. .. .. ..... .. ... .. .. ._ ,. .. _ .. .. . ._ .. .. . . ::: .�. ::.:.� : : .: . . . -._. :: : :. . � . .._.. . . . . ... .. .. . .. .. ... .. .. . .. .. . . . . . . . c,urze ro ee r- . . . .. . . . . . .. . .. . . . r..� ............... . .... .. ... . . .... .... . . ... ... .. . . . ....:....... .. ...... . ...... .. ... ... ... ...... ...... . ......... � a� � 1 ... ... . .. . .. . . .. . . .. �.. .. . � . ... .. . ... .. ,.. ... . ,. . . .. . . . .. .. . . .. . . .. .... ... . .. ... . :.. . :. .. .. . . :.. ... . . ... . .. .:.. ...�... .. ..: ..: • . .: .. , ..::.::.:.:.;:.. . ., .. .. .:.:: v, ..... ... .._ ... . ..�.. . . .... . . . . . , . . ... .. ...... .. .. .. .. .... . ,.. ..... .. .. .. . .. .... _.. V o� .. ... . ... . .. ...�. .. .. . . \. . ... ... . . ... .. . ... .. .. .. .. ... .. .. � DEMOLISHED THEN C � .. .. ,� ,.. ... .....�._. . . . .. �... ... . _ ... .. .!`r .. .. ... . ... ... .. ... ... ... ._ _ / ... . ... . ... .. .. ... .. . .1.. .. . ,.. . ... .. _. . .. ,.. ... .. ..t.. .. ... ...... , .. ,.. .. ... ... ,.. .. ... ,. .. . .. . . ... . . .. ... . .. .. .. .. ... .. ... .. .. . . . . .. .. ... .. .. ... .. .. ... .. .. . .. AN ORGANIZED AND CLEAN a, �, LOT 12 _ . �.. . �... ..... .. ...... .. � . . .. .. ..,... REBUILT AS . . � ��.:�::::.� .: . . ;:. .. . . � . .?:: .. . .. . .:. :: . : .: :: . :.. . . .:. ,... . . .. .. . .. . . �:,:� .�.�� ► � AREA� OF NEW ... . .. .. .. ...... . .. .. . ... .. ... ...... .. ... . . � a� � � ..,_� ::��.:.. .:�• . .. . ..�. � .. .. ... .. .. ... .. .. ... �� . . .... .. ... .. . .. ... ... .. _ .....,;... �" .. . : DRIVEWAY GURB. �.,,.� ... .. .. .. . ... ...... . .. . ... ... .. ..... ... . . . . .. ... .. ... ... .. ... ... ... . . . .. . TRUGTON 1694 UPPER MATTERHORN CIRCLE .. .. . . ... ,::� �c . . �'' ° 1 � N5 I .. . . .. . ... .. ... ....... ... .... . .. .. . ! . . .. . .Z'� z.. c� . .... . ... ..... .. ......... ..... .. .... ....... ..., , , . / o . .. ... . .. .. . .. .. .. . ,-� ... .. .. .. .. . STAG I N A R EA . - : .. .. . . . ... .. . _. . ... . . .. _.. ... .. .. . . .. ... .. .. .. ...... .. ... . I . .. ... . . . . . . . . .. . . . . . . . : . � - - - - - - - - - ;�--- � ' HATGH�D ... : , ,. : :.: .: .:: � V .� � � � / � 0. 302 ACRES .� � :. . � ... ... .: . .. .. :. : .. .. . .. ... . ... ... ... . ... . .. .. . :..:.. .. . � p.� w w � .. , .. . .. .. . .�... .._ . .. ...... .. ......... . . . t� � .. . ... , . . � .:. .: .:: .:. .::...... � , � , � `. „ -� .::::.. � ... .: : :_� � 15 - � — .. .... .. . ... .. .. ...... . .. Q: c.� ' � .. ... .. .. .. ... .. .. .. .. .. ... .. .. 0 , 090 -- . .. .::-::- : .: .. '. :: _ ,r'r :. :. . �. .:��:.. .. ::.. .. ;� � 8 1 S , 1 , g .. :. .:: ::..:.. .�. � E�AC � � �.°� � � � K � ., . � d . ... � 1 � .,.. :. � ...: � , � � i , . / ::::: .. :. .. . :. :.:,... .. .. ... . . �+ � .� .. . ..... . .. ... . / --� , i � :: � ..... � �•r w, o � ,: I .�� .� � � � � .. . .. .. :. .. . .. ... ... : . ... � L. � / .. ,�. . ..� .. .. ... . .:. . .. / _ � � � � i , � •: :: i.�.� e� / � � � � � . . . . . . . � . � . . , .. . � . � . 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' . ` . ` GR�1lEl-`�'1qRl' IA�C3 . � . . . . . . . . + .� . � . � �. . . + . � . � . � . � . y�. . ✓. . + . ` . � � . . . . . . . ` . . � � . . . . . . . . . . . .. . . . . . . � � � • � •� • • � • � • • � � � .r • T� ���r � �►�i � ✓ ♦ � � ♦. • • • - � � �r • a � � .r . ♦ , . �� . �'� . . . � . . � . . � / . � . . , � . . . � . . . . . . . . . . � � . � .. . . � � . � . � � � . . � � � . . . . . , c�a� .san� ra e� r�T � -j- � - • -- � ' . . . ,. . . . w . . . . . . . . . . .�, . . . . . . . . . . . . . ,� , � , : . . . . ., . . . . . . . . . . . . .�. . . . . � . . . . . . . . : . . . . . . . . , _,,,, � , . . . . . . . IJ"� 'P.1-AG�: . . ,. . . . . � . . . . . . . �f . . . . . . . . .. . . . • . . . . . . . / _ . . . . . . . � � � . . . � � . . . . �I • rI ♦ ♦ ♦ � V V: • • � • • � • • • V • • y/ • • • • ♦ . ♦ V i � • r � . � . 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Y W ♦ V Y W � Y � ♦ � Y ♦ V • V • • • • . • � � . �ry. � . . . . . . . . . � � . . . . . . � / � � . . . .�. . �I � 1 W ♦ � • �Y � • . r Y 'I � V ♦ . • ♦ I I . . . . . {� � . Q • , 3y� . . . . . . . . . . . Re .i . . . . � � t ' \ ' 0 � 0 � . . � ' , . . � . . . '� a Y ♦ Y . V� ry ry �Y Y V� � V � I � ' . . '�. . . . � . . V • ♦ Y . � O ' . � �. � ■ , . . � � . . . . . . . . . � � O . .e_ . . . � . . . . . . . . , . . . . . . . . . . O O ir . . � � . . . OR NOTES CONTRACT o , . 1 F E 13 55 S . . . o EA . 2 ACR S . . . . . . . . . . . .�` . LOT AR 30 ���{{{ o . 0 � . . � � : � . . � . . . . � . � � . . � . . . . . . . . . . . � � . . . � . . . .. . � � . . \v • v r . • � v � • � v • • v • ♦ ♦ � : . . . . . . �. . � : � O O � � _o wi . . � . . . � � . . � . . . � . � . � _, , . ..� :� . , . ; , �� N EW N EW �oaa . . :�• w . - . . • • • . . . . • . . . . ; ; , � - o :; . p /� � � � . . . .. . CONSTRUCTION DOCUMENTS NOTE: �. . . .. . . . . � . . . � � . . � . . . . . . � I � �. . � . � . � . ��. ���. v . � � � � � � � �� . � � � � � . . . . � � � � � W � . � AREA . . � . . � .� � AREA . � oo ° �o •:�,-;- � � � . . SITE COVER/'1GE . � . . . . � .. � � . . . . �. � � . � � � . � . THESE CONSTRUCTION DOCUMENTS INCLUDINGARCHITECTURALSHEETS HAVE BEEN � � � .� � � � �� � � . . � � � � . � � I ' � . � � + � /�. . • . . • . + . � � � � �. • � � � � � � � � '� � ' � . � . . � . � � � � . ��14 � . . . � . � � . � . o �oopO �, ` �w , � . � � . � MAXIMUM 20%) OF LOT AREA =. 2 � 63 � � S . F .� . � � � � � � . � - PREPARE� IN RESPONSE TO THE SPEGFIC BASIC SERVICES REQUESTED BY THE OWNER - , I (7Q� �' � � � �' • ° " � • " " � " • " � � � � �4.0� SF oopoo � � :.�r ,- 2 GONGRETE PAN TO � , CONTEMPLATING CONTINUED INVOLVEMENT, SELECTIONS AND DECISION MAKING BYTHE ' ' ' �` ` � ` �` �` �` �` ` � ` ` � � � � � , o 0 0 °o � � � � GENERAL CONTRACTOR AND OWNER THROUGH COMPLETION OF CONSTRUCTION. � � � . � � � � . � � . � � + Y � � � � + + � � � V � � � � � � � � � � � � � � � ' ,� � � � _ � � . � � � / r 1 � � � � � � � � � � � � � / � . � : MATC+� �x�SriN�. EXISTING SITE COVERAGE = 1 , 312 S . F. � 1 t . .i'. . , ' : — ' — " o000 � o0000 ° ; �:=; • NEW SITE COVERAGE — 216 S . F . � . . . � . . . . . . . . . ENTRY LEVEL- 102 0 , _ ., NEW GONG. DRIV�WAY � • r . • ♦ W • �. ♦ ♦ a � ♦ • ♦ 1� . . � O DO p0 � � . , THESEDOCUMENTSINDICATETHESCOPEOFARCHITECTURALDESIGNCONCEPTS � ' ` �` � „ ` , ,. , ,. . „ , ,. ,�,. - i T.O. FIN . = SOF)Z -O oop oQ ° °o o � °o0 6 ,A4�_^ GURB TO TI� (NTO � /� p /� _ , " APPROVEDBYTHEOWNERANDINCLUDEDIMENSIONSOFTHEBUILDING, THETYPESOF LIMITS O� I I ' � ' " + • ` • ' ` • ` • '� ` ` " + ` � ' * ` + ' { ' " o0 00 °0 000 °0000 00 .,.».'; TOTAL SITE COVGfV1GE - � � SZ� S . F . . . . . . . . . .. . .. . . + . . . . . .. o0 00000 00 0000000o a -, ; � EXI5TIN6 GONG. GURB. STRUCTURAL SYSTEMS AND AN OUTLINE OF THE ARCHITECTURAL AND STRUCTURAL , „ „ „ � „ „ „ , , ,.�` ,. � � , „ ,, ,; , , „ o 0 0 0 0 0 0 GONSTRUGTION ,✓. _ LIVING ROOM LEVEL = 100 -0 � ° o � o a a o ° '�'• — — — — � �� � �� BUILDING HEIGHT : 25 -2 33 -0 MAX , • , - . . . � . � . � � . . � � . � . � . � . . � � qo 0000 00000 0 00 0 0 � � ° — � ) 0 0 0 0 0 0 . : 0 0 00 00 00 00 ENGINEERINO ELEMENTS OF CONSTRUCTION. / , 62 • . o o °o o ° o ° o ° . . .,--- --_ �ENGING . ' .. ' . .. . . . ' . . . � SECONSTRUCTIONDOCUMENTSPROVIDE7HESCOPEOFSERVICESASOUTLINEDM � � . � - � . � � . � � ��^+.� � • ' �� ' ` ` • . " ` ` . ' ' ` ' �' °� ` ' ` ' �� � ' ' ` ' . . T.O . CONC. � = $OBO -O . � . . . � � . . oo ° 0000 °oo ° °oo o � o � o � � � . � . . . . . . . . THE � � �� � � " � THE AGREEMENT FOR ARCHITECTURAL SERVICES AND THEREFORE DO NOT NECESSARILY � � � � � � . � � � �. � . . � � � � � . � `� � � � � � � ��� � � � � � � � � � � � � � � � � � � � . � � � � �. � � � � � � � . � � �. � � � � °o �o °� � ° �°p �o �� � ° t � � � � � . � � � . .. � � � � . � � � � � � � . � . � � � � . � � � � � � . � � .� . . . . �,. . . . . . . . . . . . . . . . . . . ` . ' . . o0 000 0 00 0 0 00 0 / STORIES : 2 STORIES INDICATE OR DESCRIBE ALL MATERIALS REQUIRED FOR FU�L PERFORMANCE AND •-+_ . . . +� . + . . • • • + • + • • • + + + + . . o 0 0 0 00 0 0 0 0�0 0 0 �o o / , , 1 I � . . . . �, . . . . . . . � . . . . o PARKING . 2 SPACES NEW, 2 SPACES EXISTING �, , COMPLETIONOFTHEWORK. / I . . . « . .. . . . - . . . . . . . . . .. . � . . . � . � . .. + . ` .. v . . EXISTING �OOTPRINT o0 00 °0o pO °o° ° � � � T � C\ �� '� . . � . . . . . . . . . . .. �. . . . . � � � � � � ' . � ' . . � . . . . . v v � ♦ ♦ ♦ . � v � ♦ r ♦ � ♦� r r ♦ . v �. ♦ � r v v ♦ � : • . . � � � � . . � � � . O �O �00 � �0 �00 � O O . � . � � . . . � . � � � . � � .. � . . � . . . . . . . Lr� . Lr� . . . . " ` . .. . . . . . .. . ` . ` . . �XISTIN6 ROO� o 0 000 00 o I , $OULDER WALL \../ � O - �� � � IT IS THE UNDERSTANDING OF THE ARCHITECTAND ENGINEER THATTHE GENERAL � . . . � � . � � � � � ' � • • � � � � � '� � � � + � + � + +� + + • � � +� � � � � � � • � � � � � - � � . , � . .. . .. . .. . . . . . . . . . .. . . . . . . .. .. .. . . . °o °o o °o o � � °o 0 0 °o . �805�1'-6°� . . . . � . � . . .. � CONTRACTOR SHALL FURNISH ALL WORK REQUIRED FOR PROPER COMPLETION OF THE � . . . � . . ' � �. � . �jQ �, � . � � � � y ,� ,� . � � � . � �, � w � � . � � � � ,� ;� � �, ,� ,� � ,� . OYERHANG � � � . . . . � � � '� . . . . . . . � � . . . „ o0 00 0 o p o p o 00 0 0 0 -.. .A;�..,� ���� � . ■ O �O � 00 WORKAND THAT THE WORK SHALL BE OF SOUND AND QUALITY CONSTRUCTION IN "'� . . , , , , W , .. . . . , „ . „ . , . . . . . . . . . . „ o 0 0o p ° ° ` " , (BU56�-O°J N � ACCORDANCE WITH INDUSTRY STANDARDS AND ALL MANUFACTURERS SPECIFICATIONS, I �+ �. . �. .� • • � � • � � � � • � � � � � - • • � � o o „,.. � / G R FA CA LC U LAT I O N S■ � K� � � . „ . . . . . . . � oo � o °oo � . � INSTRUCTIONS� AND WARRANTY REQUIREMENTS: I . � . . .. '�'� .. �-. AII• . . .. . . . . .. . . . . � .. . .. . . � � Q p � . . . '�. ' . ' . ' . " . ` . " . ° . ' .. " . ' .. " . ` . ` ' ` . ' . . ,. / SNOW STORAG� SHOWN �' � � � . � � .. � � . . . THE CONTRACTOR BASED ON THE FOREGOING SHALL PREPARE FOR OWNER REVIEW A � . . . . �.� . �. � � . . � � � � . � . I . . . . ��'� . • � � y � + � � � �� � �`+ r�� ` .• [� . � . . � � � . . . . � . . . � � . . �,.. . . . . . � . , . � �� � - �. � � � � � . � GRFA ALLOWED . . � � . � . � � . . . �' �� �, � � � . . � . . . . . .M . � T LATITUDE OF PRICES BASED ON ASSUMPTIONS OF SCOPE OF . � � .� �. � � . . . � Jr �- " I � . � . ��� . "' `� ' ` � ' " " ` ` � ' ` ' �4"�' •/� +[y ° � •� v . . ` . . . . .. . . . � � / . . ' . . � f � � � . . HATGHED. . . . . � � . �� . . . REALISTICBUDGETWI HA . . . . . . . ' . . . . � O . . I .. . .;C.�� . . . . . . . . . . � . � . . . . � .7J�.lE7 +.v � - - - - . . . . . . . . . . . . � � � 0 � - . . � �� � � : � . . . � . . WORKANDOWNERPRODUCTSELECTIONS. . .. � . � . . . . . . .. SE�-B � � �� . . . �, . , . . . . � . + . � . . . . . G � . . . � . , . . � � �� AREA = 330 SQ. �T. � .46 /o LOT�� AREA < 10 � 000 S . F. - 4 �600 S . F. . � ^+ � 'y' �� �� �. O �. ACI( ��� .. .� . ` . ' .. ' • - / � / (+303'o O� DRIVE AREA) o - -" � �' � . . . _ . . . . . . � � � . . V V � 'I � W ` ` V Y ♦ 'Y • � V � Y ♦ V y . . . � � 1 � o' p „ 1 ��� ` � � I / .38 /o LOT AREA < 15 000 S . F. 1 198 S . F. ' V � � � � . . : . . . . . . . . . . . . ��n .� . � CONTRACTOR'S RESPONSIBILITIES � . . . . � � � . . . � . .� � . . . � . .. . .:vv � . . . . . .. W • � • � • .. • � • . •� � • .. • W • � • � • • • � • ` � . � � - . . � � � � � � . . . . . . . � . . . � . � � . � . . � . . � . "_- -�_ � � � . . ' . ' � . � . .� . . $�.� . � ,. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING / �EA�'T ' �� . . . + - . • . + . • + � - / � , � �_ _ _ TOTAL cNOr To exeeeo> = 5 � 79� S . F. �1 � w � , •� CONDITIONS, CONSTRUCTION DOCUMENTS, STRUCTURAL DOCUMENTS, MUNICIPALAND/OR � � � � � � y� � � � � ' ` ` " ` ` ` ` ` _ - -.�_ `�j U ` n4�. � � � � � � � � � � � � � COUNTYZONINGCODES, PERTINENTIRC2003CODEREQUIREMENTS, ANDGENERAL � �vv i � � � '� � � � � ' ' � � � � � � � � � � � / EXISTING GRFA. = Z � Z3Z S . F . �. � � . � � � � � SPECIFICATIONS. . . . . . . . . . . � . . . . . . . . . . �.:.. � ................ ............�., .,.,.....,...,.,.,.,., .,.,...,.. I � . � . � . . . . � � . . � . � � � . . � � . . . � . . . . � � . . . . . . . . � . . . . � ; . . � . � ������������������������������������������� � . . � � . � � . I. ,,,,,,,,,,,,,,,,�.,,..,.,,,.,.,.,�.,.,.,.,��:.:..,.,.,.,.,,..,.,.,.,.,.,.,.,.,.,.,,.., - N�W �NTRY , S-+ t �����������.,����� ,��.,� ������������.,��.,�� � �x� sT.N / � NEW GRFA� = 201 S . F . � . o THECONTRACTORSHALLBERESPONSIBLEFORALLMECHANICALANDELECTRICAL LROSION GONTROL : ��v��vv�v�vv vvv'�;��v��v�vvvvvvvvvvvv vv v��v� v � - � GANOPY B �� � , _ �� � . � ENGINEERWG, DESIGN, SPECIFICnTIONS AND DRAWINGS AS REQUIRED FOR BUILDING DOOR GAS ME R / � TOTAL GRFA. - Z ,433 S . F . � PERMITANDAPPROVALBYOWNERANDARCHITECT. I . PRDYIDE SILT PENGIN6 ALONG ' \ � � , 3 C. �� C� M � THE LOW 51DE5 O� THE 51TE � � � NEW � 'i o `�° 2. PROYIDE STRAW BAILS WITHIN I � RAILING � � -d °° � DITGH 80TTOM5. \ a � � • � � p . ,,,�� ' 3. ��o��D� ST�w �o��� AT � �X �ST�N6 R�TA�N� NG - - _ —�� - o m ' � LAN DSCAP E AR EA: .� � � � ALL SEEDED AREAS WALL TO BE REMOVED. �� -- � — ._- -� � N N / L O T � � � ` '� � i — _ � _ - i � � � � fs, W � 1� i 58 \ , � / is94 uPPER M ERHORN ciRC�E LOT AREA = . 302 ACRES = 13 , 155 SF O � - � EXI5TIN6 i � �� ■ \ � - � _ 0. 2 ACRES GENERAL NOTES. ' S6 i � , , oN GRADE STAIRS , � � MIN . LANDSCAPE AREA 60% = 7 , 893 SQ . FT. � � TO BE REMOVED. / � � � ,.�°..°�.°a•W �.,. _ � _ - _ � � � _u- � . . . � . � � � . . . . . . . • � � . � � � "� — �� �� � � �� .. � . . . . . . . . .. � . . . . . . � . . . � . . � . . . . � . . � � . . . - . . . ��d ( . �� . .. . . . . � . � ' . � � . : � � DRAWINGS ARE NOT INTENTEDED TO BE SCALED. DO. . � . . . .. .. . � . . . . . .. . . .. . . . . . . . . . . , . . . . - . � � � � . / �� . -� � � � . � � � ,� � . . � � . �� . � � . . � . � BLDG FOOTPRI NT � NEW+ EXIST\ � � � . - � � SOO SQ . FT. � � E�p . � � � . ,., . . . . . . . . / . . � / O �Og�"'� � � / � . . a � . _- -- - - - - - - - - - - - - -- -- -- - - - i 6 --,... _ . . . . . � � . � NOT SCALE DRAWINGS. . . � . . . � . , . . . � . � � � . . . . . . . . . . . . . . . . . . 2 VERIFYALLDIMENSIONS, CONDITIONSANDUTILITYLOCATIONSON �� - - - ' ___.----'-"'��'- --"--'----_.__-_-_-_- - -- - . I r,y "'�- DRIVEWAYAREA � � OSO SQ . FT. (Fa°� . . � � . . : � . � THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY �� . . . . . . ,.� ��-"�' . . � . "'---- C � � ' I � . . � � . � .. . . . . � /� �. � � . . . . � . . . . . . . � . � � . . . �, � � . . . : �. � . . . . . � . . . . � MATERIALS. NOTIFYARCHITECTOFANYCONFLICTSOR . ., . � . � . . � . � � .. . . . ���i� . . . . . . . - . - - � . - - - - - - - - - - - - - � � . . . . � . . . . . . . . . . � . � . � i - _ ,� / (PATIOS / DECKS = (- 20% OF 7, 893) = 1 ,470 SQ . FT. � DISCREPANCIESINTHEDOCUMENTSIMMEDIATELY. GUY WIRE �i � - \ ' _ °*:� e,„ p..,, �'r� (,� ' � , � / _ � TOTAL HARDSCAPE / FOOTPRINT AREA - 4, 050 SQ . FT. � . �..� �� ��g � , 3 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED � � $OULDER WALL"� � �4 ~� / �! / �j ,� �.w�' rs., �""� Q . . . . � � . � . � � WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE . . . . . . . . . �. . . . � . . 54 � � . . � � . . � LBOr'J4�-O�I . . . �� . . . . .� . . . � . . . . . . , � . . . . � �. �� / � ` . . . . .. . � � . � � ..�.,�', d �.{. r�`��� � . . . . . � � m.�.... E^ � � � ,� � L..._s". '� . � 'x� . � �� � � � � CONSTRUCTION CONTINUES IN THOSE AREAS. �� ' � � � � � � � � � � � � � � � � � . � � � �_ �� � � � � � � � � � � � � � �� � � � � . � � � � � � � � � - . � � � � . � � � Eao 01 . � , � --� � TOTAL LANDSCAPE AREA 70% - 9 , 105 SQ . FT. �" ��„ � EXISTING BDULDER � 52� � -�--- ` � '"� � � `�� w°-� � � ,� Ll 4 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE ; �/-��/ yd � AINING WALLS � � �- "� �,,,. �"'� 'r \ \ , y °4. . . . . . � . . � . . . UNLESS OTHERWISE NOTE�. SECTION AND ELEVATION . . � � . . .. � . . +tq ". � � � � �� �/ � NEW . � � � � . . � . . . . . TO BE � � . � I : . . �- ..-- . � . . . . � . / . . . . . . . � . . � N . . .. . � . . � �. � � . � � � � . . . � � � � � . `m°✓ ' �`° . . . � ' . � .. � . . . � � . . .. DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR . � . . �. . . . . . � . � �� ��„� _'-_.-_----._-._-_- -__- S2� � � � � . . � . � � . . . . . � � � 1 . � . : . � � . . , / . . . . . . . . . � � . � . . . Q v � . . . . � � � .. . . . . . . � � . . . . . � �'� �`�.. ;�.,�:,. ��^°`" 9 . . . �., . . . . � ', . � � � ,. �; . � � . � . . � TOP OF WALL PLATES OR TOP OF WALL PLATES OR BEAMS UNLESS � .. . . . . � -'------------ . . . .. . . . . J7. � . � - � . . . � . . � � � . . � . . . . . . . . � � � �. � � . $ �. � � � ; 7 � � �.y R / a ,, � . � . . . . . � . . . . . . . . . �� '�. . . ��������� . f � � . . � . � � / . . . . . � . O + . . � . . . . � . � �+���� �� 'a .�. . ,. �,. . . . � � � OTHERWISE NOTED. . . . . . . . . . . . � . '� . . . � � .. , . . � . . . . . . --.- . � — .__ . � � . . �� . . � � . . . . . . . . �., . ,; . �. _ �r . -------_ '°--- � N � CURB AND GUTTER � Q' , �, .�.,�. . . ; -- -------- -"_------ ''`, �j -'� : -� � _ �._ � . � . � . � 5 �. PROVIDE ALL NECESSARY BLOCI4NG IN STUD WALLS AND CEILINGS. � � � � � . . . . � � . . . � � � � . � . . . � . . � �. . . . . . . . .. . . � _ ,_-� �---� �. __. �� . .. . . . . . . . . � TYPICAL} . . � . . . . . . � ' . . . . . . . . . . . : . . � � � � . . � � . � � / . . � . . . . . . . . . . . . . . � . . . . � . . . . . � � . . � . . ��. � � � FIRE PROTECTI � N � � � LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEIIING AND � . . . . . . . . , . ' � � � , . . — . . . . . . , : . . . O . WALL-MOUNTED FIXTURES, TOILETS, TOILETACCESSORIES, , 84'-O " . _ ' ' CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS, HANDRAILS, / NOTE : EXISTING GRAVEL I�ARKING AREA �SHOWN BY . ' � . � � � - ' /� O U • �� � . . � . . . � . .. AND TIMBER BEAMS � . . . . . . . . � . � � . . . � � � � . . . . . � . � � . ' � . . : � ` / / . . . � . . . . . : . � . . . � �1� � . . . . DASH�D LIN�) IS NON-GON�ORMIN6. AREA MUST B� � NEW GURB AND GUTT�R TO TIE INTO _ � o � ' � �^ � FIRE SUPPRESSION SYSTEM : • .. � � � � � � � .. � � . s � � DENOTESbOORS: REFERTO FLOOR PLANS FOR DOOR LOCATIONS. : . � � � � . � � � ILLED IN WITH SOIL�. � � � � � � . � � � � � . � � . - �XISTING GURB AND C7UTT�R. � . . � . STR��T ENTRANGE . . � . � � . . � � `� • ' � � � V � �� � � � . . . � . � � : . � . . . . . . . � . O �� � � ��� � . . . . ' � � �� � 000RHnROwnRe7oaesE�eeTeosvowNeR. AR�A TO REGIEVE 50D AND WILD�LOWER MIX. / GONSTRUGTION AND PRO�IL� TO ND i'ARKING � ' �"" � � � l _ ) NO UTILITY WORKAT / � 1 -HR FLOOR/CEILING ASSEMBLY: NO A.. � � � MATGH �XISTING GURB AND TO M��T AREA 130 5.�. / G=, �-- � `p � , oENOTESwwoowS: REFERTOE�E�AT�oNSFOR - a�� TowN o� vAi � R�auiR�M�NTS. Q' THIS TIME . , �— --- --- FIRE RESISTENCE DESIGN MANUAL 10TH ADD. ^' � � •—� . . . . . . O � WINDOW LOCATIONS� MUNTINS� AND SWING. REFER TO . . . . . . / � . : . . . � � : . : . � . � . . . . . . . � � . . � . . � . . . .. . . . � . . � � �O � � � I�AVERCJ . . . . . . � � � � r.,^�. . . . . ,�..� . .. . . . . . . . . . . . . � . � . . • � .. . QC . . . ,��.. wiNOOwscHEOU�EFORwiNOOwsizESnNOrrPES. � Q OYER SAND / . " . � NO . FC-5 � OH, ORAPPROVEDALTERNATE . � � bA � � - � � � Q �� � . � . � � . � . 8 � � � COORDINATEALLELECTRICALANDMECHANICALFIXTURESTOFIT � . � . . . . � � . � � � . � �� � � . . � � � . / . . . � � .. . . � � � � � . � � � / . : � . . � . � � � . � � . �. . � - . ' .� . . \ . SEWER MANHOLE 0320 . � � . . , � � � . . � ^y . . . .. . � . . � . . . . . � � .. .. WITHINCEILING, FLOORANDWALLSPACES. VERIFYWITH . . . . . � � � � . . . � . � . . � .. � . � � � � � . . � � � � . . . � . . . � � � . � . � � . � � . . � . � . � . . . � . � � � � . . . . ' . •ti . � .� �. � . . : .. � �R'IM ELEV. _ � $O47. F) � � � . . � �HR WALL ASSEMBLY. . � � � . � . . . G� • ^I . � � . � .. �R � ^ � . .. � . � . . . . . ARCHITECT WHEN DNERTING FROM �RAWINGS. �� � � � . . � . � � . � . . � . . . �. . . . � � . . . . . � . . . � �. � � . . . . . . . . . . . .. /.. U P P E R �M A T T . . . - O� . . . �. . . . . �" . . � � . . . . � � - ' . . . . . � � ADD. � . � � � . � � � . . � �� ` . �. .. � ERH ORN �4 �, � iNVERT ErEV. 8o3s . 2 FIRE RESISTENCE DESIGN MANUAL, 10TH . ',,, , � e � � " . BASIS OF ELEVATIONS _ C � G.� ..� � ' , INTHEEVENTTHATADDITIONALDETAILSORGUIDANCEIS NEEDED / CI R � � NO . WP 3J � O , ORAPPROVED ALTERNATE . � .. . � . � . . . . . . � � : BYTHE CONTRACTOR FOR CONSTRUCTION OFANYASPECTS OF . . . . . . . . . . .. . . . / . � � . . . . . . . . . C L E� � � O . � 1 . . � / . . � . . � . . � . . . . � � . . . . � . . . . . . . . . . . . . . S�I � � . . THISPROJECT, HESHALIIMMEDIATELYNOTIFYTHEARCHITECT. / ` � R • O . �I, J / CONCRETE PAN :� . � V � � � � � � FAILURE TO GNE AMPLE NOTICE SHALL RELIEVE ARCHITECT OF � � . . . . . . . . . � � � . � . . . . . . � � . � . . � . . . . � . . . . . � . . � . . . . � � . �. � TYPICAL� . . . � ' . . ' � i' � . . � � � . . � . . . � . � . � � '� . . � ��.. . . . . . . . . . RESPONSIBILITY. . � � : � . � . . . � � . .� . � . � . . � � . � . � . . � .� � . . . � . . . . .. . . . . . . . . . . . � � � . . � . . . . . / . �. . . � . . � . . . � . . . . . . . . . . � . . . . . . . . � � . � . � � � . � � � . . . � 0 � � , • ,�, �„i � . . . . . 10 � . . � � THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR . �. . . . . . . . . . . . . . . . . . . . . � . . . � � . . . . � . . . . � � . . . . , . . . . . . � � . � . . � . . . . . . � � � � � SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL � � � � � � � � . � . � � � � � . . . . . . � � . .. . . � � . . . . � � � . � � . . � � . , . � . � �.y . . . . . �� �� . . ?�1 . . . . . . . . � . .. . � PERMITS AND REQUIRED APPROVALS. . THIS PROJECT IS . � ' : . . : . � . � � . . . � . . . . � . � . .. . . . . . . . . . . . . . � . � . � � . . � . . . . . . . . . . . . . � ' .' � . jyj . . . � � � � � � � . . . . . . � . /\ /'\ . . . � � • � � �� . � � � � GOVERNED BY THE IRC 2003. CODE COMPLIANCE IS �1 � � �l1 MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT , L I � H T I N � L E � E N D r.r� /� � O PERMIT WO R K T H A T D O E S N O T C O N F O R M T O A L L R E L E V A N T �� �i/ � CODES WCLUDMG IRC 2W3 AND ALL LOCAL AND REGIONAL f.� cooes. ' GEILING REGE55ED LIGHT � N � i .• . �A � IXTURE 3 b � �..� � �" ` V� � '�' � � � � � � � � � » THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALI FIELD � � � � � � � � � � � � � � � � � � � � - � � � . . � � . � . � � � � � . � � . . � � � . � � � � � . � � � . � . . � � . � � � � . . � : . � � .� COORDINATE AN� OBTPJN APPROVAL FROM THE ARCHITECTf � � � � . . . . . . . � � . . . . . . . . . � . . � . � . . . . . � . . . � � . . . . . . . . . � , . . . . . . � . .. . . � . . . . . . � � � ' . � � � � � � . � . � ' � .. . . : . . . � '�' WALL MOUNTED LIGHT FIXTURE ' �` . . . � . :� � � . � /� . � . � ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING OF ANY 8 C�/`/ O � CAST-IN-PLACE CONCRETE. STEEL FRAMING� OR ANY OTHER POLE OR BASE MDUNTED �~ � STRUCTURAL ELEMENTS WHICH MAYAFFECT THE STRUCTURAL � 2 � � �• � � � . . . . . INTEGRITY OF THE BUILDING. � � . . . . . . . . . : . � . � � � � . � � . � � . . . : . � . � . . . � . . . . . . . . . . . . . � . . . . � . . . � . . . � � . . � � . � . � � � � . .�I . . � `G LI6HT PIXTURE �� . . . . . � . . .. 12 . . . SUBSTITUTIONS OP "E�UAL" PRODUCTS WILL BE ACCEPTABLE � . �. � � . . � . . � . . � . . � . � � � � � � . � � .. . . . . . � . . . . . � . . � . . . . . � . . .. . . . � . . . : . . � � � . . . .� � � � . . . �. � . � . � : � . � . . . . � . . . . . . . . . .� . � . � .. . . . . . . . . . . . O�1 � �� : . � ry . , � : � � � � ONLY WITH OWNER'S WRITfEN APPROVAL UNI�UE SPECIFIED : . . � . . � . . � . � � � � . � � . . � . . . � . � . .. . � . . � . � � . . �. . . � . . . � . � � . .. . � � � . . . � � . . � � . � . . � . � � . . . � . . . � . . . � . . . . . . . . . . � . . . . . � . � . . . . . �1 � . . . . : ITEMS ARE INTENDED AS QUALITY SPEGFICATIONS ONLY. O ��1 . . . . . . . . . . � . . . . . .. � . . . � . . . . . . � . . . . . . . . . . � . . . .. . . . . . . . . . . . � . . . . . � . � . � . . . . : . . . . . . � � . . . . � . . . . � . . . . � � . � .. . . : . . � � � . . . . � . � � . . . . . . � . . . . . . . . . � . . . . . � . � � . . � : 13 IT IS THE INTENTAND MEANING OF THESE DOCUMENTS THAT 7HE � O CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALCLABOR, � �� � . � � � � : MATERIAL&� TRANSPORTATION� SUPPLIES. EClUIPMENT� ETC.� TO . � . . � . . . � . . . . . . . . . . . . . . . . . � . . . . . . . . . . . �. .. . . . . . . . . � � . � . . . . . � . . � . � � � � . . . . . � . . � � ���� �� . ���� �. . . . . . . . . . . � . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . � . . . . . . . � . . . . . .. • . ; '. .' .. . � . . . r . � � � � . � � � � � .� � OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF � � � � � � � . � � ' � � � . . � . : � � � � � � � � � � . � � . � � � � � . . � . . . � � � � . � � . � � � . . � � � � . � . � � � . � � � � . . � . . . . . . . . . . . . . . � . . . . . . . . . . . . ,.., . . . „ . .. , � . ,. . l . . . . . �. � � � � � � . � . � � THE INDUSTRY. � �. . � . . . . � . � . . . . . . . . � . .. � � . � . . . . . . . . � . . � . . : � � � � � � � � . � . . . . � � . .. . . . . . . �. . . � . , � .. � � . � . . . . . . . � . . . . . � . . � . . . . . , : '. . 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LIVWG ROOM LEVEL 100 0 .. . ....... .......... ..... .. . ... .... . ._ .... .... ..... ..:. ..::::::�.::,-:.:. . ::::::::.-::::::.:�::. .�::.::: — _ �� o0 1 ' . . .. .... . .. ... .... ..... ... .. .... ... . .... ....... . . .. ._. .. ... ..... . . . ..... . .. ._ _.......... ........ ........._........ . .......... .. . �. ... ..... .. . . .. . . .. .. . ... ... .. ................ . . .. . . . .. ..... .. .. ... ... ... .. .... .. .. .. . . ..... .. . . .. . . .. ............... .......... ..... ..... ...... ... . ...._ ... .... ..... .. ... .. .. ..... ........ .. .. ..... ..... ... .. ....... . .. ... .. ... .... . .. .. ._... .. .. .. .,. ..... . .. .. ..... ... .. . .... .. .... .. ... .. .. .. .. ..... . ... . . ... . , -_. o0 � .. . ..... .... ..... ... . . .. .. .. ... .. .. . .. .. . .... . .... . .. ..... .... ... . .... .. . . . .. .. ....... ... .... . . ... .. ... .. ... . .. .... . . ............ ..... .. ..........., ............ ..... .... .. ... .. ... . .... .., .... .......... .. ..... . ` .. .. ... .. ... ..... ....... . ...... ........ . ... . ... .... ..... .. .._...... ... ........., ... .. .. ... .. . ... ..... .. ....._.. . . _ . . ..... ..... .. ... .. ... .........,.. .... ., . 4 ... .. ... .. . . ... .. . ... .... . . ... . . ... ... .. ......_.. ............ . ...... 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CONC . 8060 a . . ... .. ... .. .. . ............ .... ..... ... . ... ..... .. ... .. .. .. ......... .. . . . ... .. .. ...... . . . . . . . . . . . . .. .. .. .. ..... ... . . . . . . . . . . . .. .... .. . . . . . . . . . . ................. ..... ............ .... � . ..... ..... . ..... ..... .............. ... ..�... ..... ........ ....... ..... ... .. ._.. ..... . . . . . � M . . . . . � ■ � . . . . ..... ....... ... .. .... ... .. . ...... _ ......... . .. .. ... .. ... ....... .. ...... ..... ..... ............ . ..... . . . . . . . . . . . . .. . .. . ... . .. . ............ .. ,....,. .. .. ... .. ... .. ... .. . .. . . . . . .... . ...... ........ .. ... ..... .. ... .. .. .. ... .. ... .. . ..... ....... ... .. ..... .. .. . . . . . . . k . . . .. . .. . . .. . .. . ... . .. . . . .. . . . .. .... . .... .... .. .. . .. . .. . . . ... .. ... . .. .. .. . .... 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CONCRETE PAN :� . . ''d � i., / ) � � (TYPICAL) . . �O 'T� / ° � � : � ��/ � � - i�l N � . . . �:, '"d ..--� � . . � ,� u' � � � ` e� � �A � `,� � � � �"'� t> � � . ` �•' �' . - 'b • .--� � o �� ,� : �, � O a� _ � O � : � � � � ° � � N � � � Q � � . � SITE DEMO PLAN . , 1 � °� 1 " = 10 '-0 " N _ x _ _ _ �_ ._m� � . X , �� _ _ ._ -- � _ � .� , . .�. � ,�� _ ` � � �- ` N�WROO� SYST�M : '� G�D,41� 5NIN6L�5 - GLA55 A � IR� Rf�T�D --; DOOR SCHEDULE LOWER LEVEL WINDOW SCHEDULE LOWER LEVE � �- - OY'ER WAT�RPROO� MEMBRl�N� OV�R r • � � 3 2 H ATHIN SI ? E S I Z E � ` Roo� 5 E 6 . DOOR # GLAZING NOTES WI N DOW STYLE —_ �4 A5 WIDTH HEIGHT � WIDTH HEIGHT o 6UTT�R AND DOWNSPOUT, HEP�T TAPE -� . ,. � „ A5 NE�D�D. � � 01 3 - 6 7 - 0 HALF LITE CUST�M ENTRY DOOR - 6UTT�R AND DOWNSPOUT, . „ , „ 1 PICTURE 4 ' - 0 " 4 ' - O " N � �- : 02 3 -0 8 -0 HALF UTE CUSTOM ENTRY DOOR � , HEAT Tl�P� P,5 N��D�D . , „ , „ , „ , „ � � --, 03 2 -8 7 -0 FULL LITE SINGLE PATIO DOOR 2 CASEMENT MULLIONS 2 - 0 4 - O . . O o0 DOWNSPOUT TD Ti � INTO �' -� DOWNSPOUT TO TIE INTO . ,. � ., a� o cv ` 04 3 -0 7 -0 FULL LITE SINGLE PATIO DOOR > » , » � N � a UNDERGRDUND DRAINA6� — — — � UND�R6ROUND DRAINA6� , „ , „ 3 CASEMENT MULLIONS 2 - 0 4 - 0 5Y5T�M AND DAYL I6HT�D � - - — � SYST�M AND DAYLI6HTED 05 5 -0 8 -0 , FULL LITE DOUBLE FRENCH DOOR Q I � � � � 06 5'-0" 7' -0" HALF LITE DOUBLE DOOR HALF GLAZE 4 PICTURE MULLIONS 4 � - 0 �� 2 � - 6 �� � i j � YVH�R� 6Rf�D�S DROP. — — — N � WH�RE 6Rf�D�S DiZOP. � „ . „ � N 6 : 12 6 : 12 r- �-- , 07 5 -0 7 -0 N0 DOUBLE CLOSET DOORS , „ , ,, � I � t- . , -_s�Tg,�� 5 PICTURE MULLIONS 2 - 0 2 - 6 ,_._, o � �- -� � I = P R L E V E L , „ , ,, �- m c° � —� D O O R S C H E D U L E U P E 6 PICTURE MULLIONS 2 - 0 2 - 6 � - — � I II ' � � � — — — — — — � -- SIZE , p „ 8 , _ � „ �= cn �— DO � R # GLAZING NOTES 7 PICTURE 2 - � �— � WIDTH HEIGHT , „ , „ � m � � � w � �5 • � � os 2 ' - 0" 6 ' -$ " FULL LITE PAT� o �ooR 8 ` CASEMENT MULLIONS 1 - 8 3 - 6 6 . 12 . . , „ , „ a_ o I � ( ca GENERAL DOOR NOTE : 9 CASEMENT MULLIONS 2 - 4 3 - 6 � I I ALL SCHEDULEC� DO � RS ARE NEW . , ,> , „ o0 00 0� ROD� TD TI � INTD ' 10 CASEMENT MULUONS 2 - 4 3 - 6 0 0 0 �X15TIN6 SHED ROO� I I ALL OTHER DOORS ARE EXISTING . � � � IN 1 1 CASEMENT MULLIONS 1 , _ 8 „ 3 ' - 6 „ � � � RT TH 15 L � . t- N t� ' - - - - - — — — — . . I I I — - - - - - - - - — — - - — - - - - 12 AWNING MULLIONS 2 , _ 6 „ 2 , _ � ,, � � '� o � � ° R� -�oo� sM�L � sH�� � W I N D 0 W � C H E D U L E U P P E R � E�/ E L • .--� o o � � � 13 PICTURE MULLIONS 2 , _ 6 „ 2 , _ � ,, . � ROO� Y�IITH GEDAR S I Z E � . . . . . . I I6 : 12 I ( , ,> , ,, � � cv r� 5HIN6L�S A5 PART O� I WINDOW STYLE — 14 AWNING MULLIONS 2 - 6 2 - 0 > > > r��w R�NOVa-rioN . � I # WIDTH HEIGHT � w W W � � ( I , „ , „ 15 CASEMENT MULLIONS 2 , _ 6 „ 3 , _ � „ � � � I I 26 CAS � MENT MULLIONS 2 - 9 3 - 8 . . � 6 . 12 6 . 12 ; , „ , „ 16 PICTURE MULLIONS 2 ' - 6 " 3 ' - 0 " � � � I I I ( 27 CAS � MENT MULLIONS 2 - 9 3 - 8 ( �— —� I 17 CASEMENT MULLIONS 2 , _ 6 „ 3 , _ � „ � � � � 2 8 C A S E M E N T M U L L I O N S 2 ' - 9 " 3 ' - 8 " — — � : I NS 2 , _ 6 „ 3 , _ 4 ,, I , _ „ , _ >, 18 CASEMENT MULL 0 � I 29 CASEMENT MULLIONS 2 9 3 8 , „ , „ , „ , » 19 PICTURE MULLIONS 2 - 6 3 - 4 I ' / 30 PICTURE MULLIONS 2 - 2 2 - 2 I I . , „ , „ . �" 20 CASEMENT MULLIONS 2 - 6 3 - 4 31 CASEMENT MULLIONS 2 , _ 2 „ 2 , _ 2 „ I ( ( I 21 CASEMENT MULLIONS 2 , _ 6 „ 3 , _ 4 „ , , „ > „ II � GENERAL WINDOJV NOTES . 22 PICTURE MULLIONS 2 - 6 3 - 4 2 I ALL NEW WINDOWS ARE TO BE ALUMINUM CLAD WOOD • • 23 CASEMENT MULLIONS 2 ' - 6 " 3 ' - 4 " � P�4 I ( WINDOWS . � I � X15TINC� i�00 � TO fi`� N� IN - I ALL EXISTING W NDOWS ARE TO BE REPLACED . 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FIN FLR 102 - 0 " II ( `~- . � �` , » � I 3 ���� ,,� � � �.� �, r ; ELEV = 8062 - 0 � - - - - - - - - - - - I - ,,�4 �i _ � LIVING ROOM LEVEL ' II I � - - - — - - - - - - - - — , iI � I O ' :__,:,-,� T. O . FIN FLR 100 - 0 " ( � � � ,, V • r�..� - - - - - - - - - - - O - - - - - - - - - - - - - � � � ,r�:.�_ :: ( 04 > » =_; ; � ( I I ( � ELEV = 8060 - 0 � � � � • �, �� _ _. o - p o � � ^ ` II I � � � .. . . . . . . . . � � . � . . . � . . . � . . . � � . . � � . � . . . � Mld- ' . ,. .., i � � �=�-;.,��_ . . I ( . . . . . . . . . I . . . 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I � \ / I I I I I) I I I WOOI�-BURNIN6 � IR�PLAG� � I '; ,� ( � � s..� . � i �`4 24 �� II I I I I � ; . � a� V X � OI I I ( I ( TO REMAIN UNGHAN6�D . � � I �, � 2 , � i ii BEDROOM ii i BEDROOM ii i . � � � � , p�4 I I II � � � � - - - - - - - - - = - - - - - - -II I � � ''d rr� � �' MASTER i � � � - - - - - - - - - - - - - - - - � � b � � i I ENTRY ii � i i � ,, � ( I � � I I d �.. BEDROOM BEDROOM � � ENrRY ��vE�, � � � � � � � � � � T. . 100 I I II I � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I I I I I � � r"� � - - - - - I I � I I II I � � C�A � � ' ��MOV� �xISTING - - - - - - - - - - - - - - - - - - - - - - - - - � I o , � II I � � �,' 'a � � � � _ .J L - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - -� � - WINDOWS - PPtTGH � �- - - - - - - - - - - � - I O �"'� � AND � ILL OP�NIN6 � �� � � , �... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � _ , - � C - - - - , - ,� ;�- - - - - - - � � � R�MOVE EXISTIN6 ,: -- „A #,�_ s� ' _Lti fr ' - �._ 18 19 20 21 22 23 15 16 17 p� � � ; � ,, : � , �� � � t00000a � o00 DOOR - PATGH AND � -_ _�, 1 �, y_._ -r:� I . � , �. ; � ILL OP�NING N�W �NTRY GANOPY - .7�._ - � � . �,� , ,. � .I; f � I 12 13 14 � � S�� �NLAfZG�D � x�` 3�``� ' " ��'" �, ,�__ � � , :, . ��.;? O O O �. r., .,�v. 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' . . . . . . . . � . � . . � � . . � . � � . . . . � . . . . . . . . . . . . . . � � . . . . . . . . . . . . . v� * " . }� �4-..:�_ . . � . � � . . � . . . . . . � . . . � . . . . 3`va . . . . . .. . . . . . . . ::' � 1 ::. � . :�! . . . . . . . . . � � � . � . . . . . . . � . . . .. . . .. . . . . . . . � � . . . � . . � . � � . . . � . � . � � .� f f�� .:_,I. u' � _._�- � � � 5 .. . .. M1 ,lt 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . � . . . � . . � . .. � . . . . . . . . . � . . . . . . . . - . .. '.!,. r; . �-� -'�r �:.. ..;;, . . . . . . . . . . . . . � . . � � . UPPER FLOOR PLAN �. ��� r , .�, � :.; � MAIN FLOOR PLAN � � .- r � _ 2 _ , SCALE = 1 /4 "= 1 '-0" SCALE = 1 /4 "= 1 '-0" _ � ,f� ! ; � , T � NERAL �XTERIOR � IN15H NOT� : RANDOM WIDTH G� ALL N�W WINDOWS l�RE TD B� I A WODD SIDIN6 R�MOVE �X15TIN6 51DING, AND/OR PR�PARE � � ALUMINUM GLf�D WOOD WINDOWS. VERT G L �; �XISTIN6 STUGGO �OR AGG�PTANGE O� N�W o p ALL EXISTIN6 WINDOWS AR� TO BE MEGH . VENT TO B� � INISH . R�PLAG�D SHORT�N�1� AND R�PAIR/R�PLAGE �XISTIN6 SUBSTRATE/ � I 0 0� 5Ti2AI6HT�NED . SH�ATHIN6 A5 N��D�D TO PROYIDE AN � o c�l � 2x12 SHIP-LAP WOOD 51DIN6 . AGG�PTABL� BAS� �OR N�W EXT�RIOR � IN15H . � N � (10 ° EXP05�D T0 VI �W) PROVID� N�W THERMAL AND AIR IN� ILTRATION Q � p R�PL/�GE WOOD 51DING ' LI6HT HAND PLAN�D T�XTURE , BARRI �R. � � 2x12 SHIP-LAP WOOD SIDIN6 . � ( t= (10 " �XP05�D T0 VI �W) `_' p � LI6HT H�ND PLANED T�XTUR� NEW TIMB�R ROO� STRUGTUR� OVER N�W ` GUSTOM ENTRY DOOR. N�W , 5 � m S T A N D I N 6 S�A M G O P P E R R O O� I N G ` �X15TIN6 GHIMN�Y TO R�MAIN . � � NEW CONSTRUCTION 5Y5T�M OV�R WAT�RPROO� � m � � � � � � � � � � � � M�MBRANE ON 2x6 T � G ROO� w � REMD�/E EX 15T I N6 - _ � p � WINDOW OPENIN65 D�GKIN6 . — EXI5TIN6 SHED ROO� TO B� S�P�ML�SLY ( �8 GONNEGT�D TO N�W � � � O O O I I I IRDO� AND R�PLAG�D . . � N � WITH N�W G�DAR - - v, � � � SHIN6L�5. � - - - �- -� o � �n o I � - _ _ � �- - - - J ' i ° ° � I . ,__, . . . .� � � I - _ _ - _ _ UPPER LEVEL _ _ _ - - - - � > > > � � 4 T. O . PLY 110 10 � _ _ _ � w w w 8X8 POST � �� R6 � � � I GUTT�R �ND DOWNSPOUT _ � _: � m m m l � � ITO TI � ( NTO UND�R6ROUND � � � I 3 � � � � � DRAINAG� SYST�M AND � � A6 _ I I IDAYLIGHT�D WH�f�E 3 � 04 �' A6 I 6RAD�5 DROP . , O I : ' _ ' � � I ' ! I — _ / 4 7 6 � � P�6 A6 � o � A6 I - � � � ' PATIO LEVEL _ _ _-- I � I ,� �.. T. O . FIN = 101 - 6� ; - . - - - -; � , �;� _ , I MAIN LEVEL _ .- I �� nr�� _ ��nr—��--� r� r� �-� � , — - -) - - �,, - - - - _ - T. O . PLY= 102 - 0 _ _ _ _ _ � _ �=-� _ �---� _ - _ - _ - - _ �—� _ �_� � � __ - D _ C� a� _ � aD - � � _� C� � � � _ - _ � __ I I _ _ - - _ - _ _ - _ - - _ - _ _ - - _ � - � - � - � - . . I � - � a � - � I I I I I _ _ _ � _ _ - � - MAW LEVEL _ - _ _-��_ - - - - - � - � - - _ _ - - - - - - _ - -_ � — - - - - � j � - ( � —� . PLY= 100-0 - o - r--, r� ��� o ��� � C_�� � �. _ ' � � ,� � � � � C— _ �� _ ,� �j�_ ��; .�-� - — - - - - - - - � � � �" � - �--�`—� ' �� � I � + -� � � � , � - _ � L _ � - � - - _ - _ - - � � L , � � I i i � i o - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ �- - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - -� U �- - - - - _ - - - - - - - - --� � � + �' L - - - - - - - - - - - - - - - - - -L- - - - - - - - - ---�- - - - - - � L - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - -�-L - - - - - - - - - - - - - J G� M�NT STUGGO SYST�M WITH LIGHT HAND TROWEL NEW �NTRY DDOR AND G�M�NT �TUGGD 5Y5TEM �X15TIN6 6A5 STONE V�N��R WAINSGOT (GUT STON� RGH�D ROO� 5�� M�T�R ASHLAR PATTERN� WITH GOLO BU�� T�XTUR� TO R�PLAG� A , WITH LI6HT H/�ND TROWEL EXISTING . D�TAILS. T�XTUR� TD R�PLAGE 5AND5TON� GUT-STONE GAP �SLOP�D �X15TIN6 . TO DR� IN) . N M � � � � � , ' � �' o � o0 , . . � . . � � � . . � �. �. . . . .. . . � . . � . � � . � . . . . : . . . . � . . . � . � � . . . � . . � . . �. � � � ��. �. .� . . . � � : � . � . � . . . : � � � . � . . . � � � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . � f'�7 M . . . . . . . . ,. .'., . � . . . . . . . . . . . . . . . � . � � . � . . . . � � . . . . : � . . . � . . , . . . .. . � : . . � . .� . . .. . . . . . � . . . � . ' . .� �. . . � � . : . � : . . . . . . . . � . � . � � � . . � . . . � . � � � . . . . �,. c i� p . . � � . ', ELEVATION .,� o � � � EAST ELEVATI � N NORTH � �. � � 2 � --� ti 1 / �� _ �_ �� 1 /4 " = 1 '-0 " � �; � � 4 1 0 A� o � � � � � � °` U cz" w � -� , � °' � c.� � ^ � � . � _ � o --� � 3 CC� � � � 3 � � � � ' �e � . � �X15TIN6 G�DAR SHAK� ROO� TD R�MAW � ra a; � o � rs; w O �� Rf�NDOM WIDTH 2 . �/�RTIGAL Y�IOOD 51DIN6 �'`� iZ�MO�/� HEXAGON �;�;.,�.....� . _ Y -� � WINDOW � , � � +.�' , A5 �y� ' N�W G�DAR SHAK� C .� �A �� �� q. 5 2x12 SHIP-LAP WOOD 51DIN6 . . ...n,,,, �> � c,.� ROO� IN6 MAT�RIAL TO G�M�NT STUGGO 5Y5T�M R�MOV� �AK� - Ml�TGH PATTERN O� A5 �5 �� (10 " �XP05�D TO YI �W) �- � � ;�� � WITH LIGHT Hf�ND TROW�L 1^I � NDOW LIGHT HAND PLANED TEXTUR� ' `� " � �� N _NEW COfJSTRUCTIO ' ORI6INAL . TEXTUR� TO REPLAGE , � �� tA � ��� q � � _ EXISTING . 2X8 TRIM BOARDS AT `� � � � ��`� r� 1 � GORN�RS TYP � k.�'" , � �� : � �..�..n..;��.� . 2x12 SHIP-LAP WOOD k��r� °� ,,t .., , ,�'� � 51DING . � � •..e� -r, &., (10 ° EXPOS�D TO �/ IEW) r,._�• . .�... ��. I _ � ue_.. LI6HT HAND PLANED � TEXTUR� - - - , � • O I � ' o^ � �i6 p;,� ,'�► °; - - - _ I UPPER LEVEL �� � UPPER LEVEL ,_, Q � � _ - _ _ � _ T. O . PLY= 11 - T.O . PLY= 110 - 10 � . � � I � 4�,� �'° o � � � � I � � 3 _ J . � � � � ^ a6 , � � � � �. 7 02 I o 1 2 ° � V p � � O 06 � A6 � � --� ,�' . I ' I _ � � s,,, . � I � p 4� � � � � . ,� c� � � s os ,� �� � ; I I � • .� � � ; �d � � � I 1 � � o ' l_ J I _ � � � ' _ I MAIN LEVEL� _ - _ � � � � - MAIN LEVEL" N G� ;�. } r � _ �— _ - ,_ o T. O . PLY= 102 -0 0 � � � � �J �lU _ _ � � _ -_ � . . T. O . PLY- 102 - 0 � - i i � O _ _ _ .: - - � - O � _ - . MAIN EL - � � � cv � �AM..a � _ - _ � _ _ _ _ _ _ . , LE�/ W - - - - — — — — r-d • � v o � oC�� o - ��oCQ QJ� - - T.O . PLY= 100 -0"�_ _ - - �- _ ( � — � . - � T. O . 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N P T G�M�NT STUGGO 5Y5T�M GUTT�R AND DOWNSPC�UT N�W �R�NGH DOORS GUTT�R AND DOW 5 OU A5 s,._, N�W �NTRY DOOR WITH 51D�LIT� TO � R�MOV� 1NINDOW AND GEMENT STUGGD SYSTEM N�W BAY WINDOW WITH HORIZ TO TI � INTO UND�R6ROUND WITH LI6HT HAND TROW�L � � , TO TI � INTO UND�R6ROUND BE SELEGTED BY OWN�R. R�PLAG� WITH STUGGO WITH LIGHT HAND TROW�L G�DAR 51DIN6 . DRAINAG� SYST�M AND T�XTURE . � DRAINA�6� 5Y5T�M AND fi2AILING AND STAIRS TO M��T � � TEXTUR� TD R�PLAG� DAYLI6HTED WH�R� ' DAYLI6HTED WH�RE ALL ! RG 2003 R�Q 'S. Z EXISTING . 6R1�D�5 DROP. ,, 6RAD�5 DROP. � � � �' � � � � � , , ' � . � ��..�;.n .- A�; . � EVATION WEST ELEVATION SOUTH EL - - 3 � 4 „ _ ,_ „ „ _ ,_ „ 1 /� 1 0 1 /4 - 1 0 ,: � ' � y " GY� ON VAPOR � � RETARDEiZ ON 2X6 , . � il �XTERIOR W/�LL o� 5TUD5. (R-21) DENSE . ' � SATT INSULATIDN ' � `� BETWE�N 5TUD5 � , N � � I FINISFf MATERIAL O o� aj O N GAPILLARY � N � ' a BR�AK . , Q I � WOOD BASE 15 NOT TO B� IN a� � � �� GONTAGT WITH THE GONGRETE � j� � � GAP B�TI^�EN GY� �LOOR SLAB 5 � o — AND GONGRETE . o,s � � �LOOR. 5E/�LANT 1�T . m GAP SLOPED �LASHING TO GOVER — — -- . . � . TOP OF RIGIDI INSULATION. ~ � A , � 150L TION JOINT STUGGO �INISH 01/ER RIGID w � � INSULATION. � 0 i . � P D� GONG 1" � Q 52 z o0 0� oo : NOTE : HIGH R-V/�LUE — 2x12 SHIP-LAP 1NOOD 51DING . , o p o a ; � ,, I I I D�51 GNf�TES TH 15 �OOF �5 A� - l� o �xPOS�D ro V i �w) _ � � _ �� �� � `� �INISH�D GRADE TO LIGHT HAND PLAN�D TEXTUR� � N � SUP�R INSUL/�T�D ROOF . NO o0 0 0 0 0 0 0 0 o s o� �Y �ROM � � 2 x 6 �ASGIA BOARD (MITEi2 � °O � 00 � 00 � o ° ° 00 � 00 — L � I I 1��NTING 15 R�QUIR�D . � o0 00 0� o0 000 � il ( 1=1 I1= au�L��H� �T � : �o „ , , o o �n � o 5/8 TYPE X GYJB ON VAPOR . r.. o 0 1�T EAVE GORiJERSI ° O o° O o° O o o° ° O � O � - - -- —i. � „ � o° o ° °oo° o �o° ° o° o°oo ° o oo° ;=I I I=I I (=I I (=I I co SLOP� 6� W/ �� ( NT . � , RETARD�R ON 2X6 WOOD G�V. rrrL. �LASi-�ING a !I I I=I I I=I I I=I I I-- wITH R-21 BLOw�- 1N +� � � �i ►� 12 a 5TUD5 — — — - GEDAR SHINGL� RDO�ING ' _ _ _- ( NSUL�-lTION B�TW��N 5TUD5 TRIM � w w w GONG�r� SLa,s I I I—I I I—I I (- ON �ULL GD1/�RAG� — — - �L�GTIDN � � � P�R ROO� PLAN b ON VAPOR —I I I—I I I- � Wf�T�RPR00� MEMBRAtJ� BARRIEi2 ON 2 " a I I ( i�, I � �GOMP051TE DRAINAGF BOARD WITH EILTER �ABRIG ON UPPER LE11E = 11 ��- 10° � R C� m m (R-14) RIGID : 2" RIGID INSULATION (R-14) OYER DAMP PROOFING OR .O.PLY=8C70 - 10 � � p p p INSULATION ON WATER Pi200�ING ON GONGR�IE WALL (DAMP NEW ; OWNER ENTRY R���R TO R00= PLP�N GR�NUL/�R � ILL : ' PRDOFING TO GONTINUE TO TOP D� GONGRETE WALL, . PROVIDE WATER PROOF MEMSRANE TO GONTINE TO 2 '-6" - IN5U1.1�TION IN ° ; ABOV� �INSHED GRADE, I�ND DRA�INAGE BOARD TO 50F�IT TO HELP GONTi, lUE �ROM FOOTING TO WITHIN 8" BELOW �INISH THE �VENTIDN O� ; GRAT�E). �2 " RIGID INSULATION TO EXT�ND �ROM 8�� IGE DAMNS BELOW � INISH GRAD� TO 4'-8" B�LOW � INISH GR.AD� a . ; , " , 3 � BLOGK A5 Q ALT�RNATE: USE 2 `DRAIN ANT? DRY BOARD �R-14) REQUIRED � EXT�NDING �ROM 6" BELOW � INISHED C�RJ�DE TO ` ab . 8 �OOTING AND �OUNDA�TION DRAIN INSTEAD OF � �; �� � � 5P 6 PDI GALY. MTL. . GdMPO51T� DRAINAGE BOARD AND 2 RIGID � � 5/8 TYPE X GY� �� _ � �LI�SHING a INSULJ�TION. � � � � : OV�R VAPOR . ; w i _ � _ � B/�RRIE TARDER GRA1(�L o0 00 � Xb T� G WOOD BLOGKING 'A5 �� . � � 50FFIT REQUIT2�D ON WOOD JDI5T5 a ; �ILTER �ABRIG z � / � WITH fR-57) BLOWN-IN ,, �o � o � � INSULA�TION B�TY�EN ' . �` 5 HAL� ROUND � 0 0 SHE�T OF VAPOR = � U JOISTS. ' GUTTER, t2��ER TO Ll ° o 0 0 ° ° ° � o BARRIER BETY��N v , 2x 12 �A�SGIA BOf�RD �'IITER ' ROO� PLAN �OR O ��° � � ° � �OUNDATION 1N�LL AND ROP05�D GR�D�, 3 LOGATIONS � O °° ° ° o o LOP� ANA'�`` '�s �.T EAV� GORNERS) a O o 0 o O � o �OOTING �OR % o 0 0 0 � O GAPILLARY BfiZEAK ROM FG'UNL'ATION . 0 0 4 !, pO �o � � O O ° o � 2X6 �ASGIA ° O o � o � � �� � � . ° p p , � DoOpO� o 5/8 TYPE X GNIB BOA�2D 0 0 0 00 OYER VAPOR . ° a ' °° o O ° BARRIER/RETARDER � 2x12 SUB-�J�SGIA Q o 00 00 o I � i—, ON 2X6 WOOD 51DING Mf�TE�21�1. ON $OARD a �l � o o ° o o�U° � MAIN LEVE = 0 !-- . O — —i , a ; ' g . . , , � & , 4 � . � . , ' �a . � . •�,;, STUI�S WITH (R-21) � TH�RMAL AND ftlR .O.CONC. =8062 - .. • ., . . . . . . . . . � . , .. . , . .. . , . . . . � ; . , .; ... • , �, : . •: : : . _ I-1 I I-1 I i—_ .. ;�.. ; � 4 . .. p . . �.•' ��� � e � .. : . � . .. ., . . : . . .. ' � - �� � � .. � . �a � � , D�NSE BATT . IN�ILTRATION BARi21�R IX6 T� G lNOOD },I/�-�; 1=1 I 1=1 I 1=� � , � � � � . � � . . � . . . . . . . . � � � � . . � � � . : � . : . . � . . . . . � . . � . . . . . . . . . .. . . . . � � � L�SLJ-� . . . . . .. . � � . . . ,_i i i—I . a , } a� . . Cn � . So��IT = I I=I I I=1 I -I I 1=I I 1=I I i-1 I I �'� . • , '� . • .. � � JNSULATION ON PLYWOOD ALL GONGRETE WALLS AND o a � . � �� . . �., � o RE��R TO STRUGTII�L DRAWING i I— I I—I I 1=1 I 1=1 I 1=1 BETN�EN 5TUD5 . SHEATHING ON 2X6 �OOT I NG5 ARE TO HAV� A _ __ __ . . ,�.� ,: ` � " ' & � o � YJOOD STUDS 5 �OR �OUNDATION/�OOTING �OUN17�4TION DRAIN - INGLUDING TtiE cV —I I I I I I I I I , . . � ; � . . �� c., cv . ,+ : . ° ,P . . . �.n . M . . � � DE51GN AND R�INFORGING INT�RIOR �OUNDI�TIDN WALLS. _ ,_ y, ;. ,� � '- > ; ^ o c � . RE: 501L5 R�PORT LNI G RO M LEVEL- 100 0 . _ ; ; — .�,' . . U � � � � SLOPED 4° PER�ORf�TED PIP�. • ' �. . . � .. y ° •� � � ,_.,, O.CONC. -8060 -0 - . 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' � � � � � � .A � MULGH 5HRE1�DEi� BARK MULGH c� � � . . . . . . . . . .. � �R � � � � � � � � � � � � �� ��� � � � � � � � � � �f.� � � � . � . . � � � �� . � � � . . � . . . . . • ' � O � � 0 . . � . . . . . . . . . . . \ � . � . . . . . . � . . . . . . � . . � � . � . . . . . .. � � .. .. � . � . .. � / � � o � . � 1 - � � - ` � � / o � 1 � � ' � � ; \ ' ' 1 � � ,' ,' / w \ r ' ' , P� ' ' � I �L . ,� � � I 2 / � — - __ �� — _ _ ,�- - � � _ �--- --, i � .� ���� � , - - � � � � �' � I'i� � , ��� ��,ro : � ; �� � . . . � LANDSCAPE NOTES . � \ � � . ' � � � •� a ,;,� � ' \ , / � / F�— r .n �rt'��3 � , _ — — �' ' ,. . . . . . . . • � . � � �� . . . . �� � �� . . . . . . . � . . . / � �. / . . . . ' . . . . . . . ' . . . . � . . . . . . . � C/ Y'Yj 4A. r. � . . _ � _� �_ _ _ � ALL AREAS O� SHRUBS AND 6ROUND GOYEi25 SHALL 12EGEIVE A Pi20PER .,, �, " � � � — — - — — — — — — � — GONTROLLED PLOW DRIP IRRIGATIONS 5Y5TEM. :� �� • �»"� �-• �. '� � � S� g � .� . y,.e ..e � � �� .�� � �� : �.,F � - - - - - - - -- - - - - - - - - - - - - - - - - - - �� - - - _ _ __ . .�,,,_ � �� - - G ('�,� t z�� ;�`� � ,� / ALL 112RIGATION 5Y5T�M5 TO B� I��SIGNED AND SUBMITT�D TO Ai2GHIT�GT SY ri ;�, �p� ��� �. � , Q�4 T R FOR APPROVftL PRIOt2 T0 SUBMITTAL TO FINAL DRB. , j �,u.� GUY WIRE / i LANDSGAPE GONTRAG O � �.,,�� �,,�M,��.� . , 3 � � �p�, a � , — _:_- --- —' i � "�;�;,�+� � �',� �'�q �y-���r.w �, kw 'b. * x y a��� N�: �k 6 � —� 5B / / ,�-�- � � ALL DISTURB�D AREAS SHALL REGEIVE REVEGETATION SEEDING W/ WILD�LOWER MIX. �,_ � ^- � � �.w�`'`,�'°,,�'� , / ,�,.�. i'" . , �-., .� _ ..._.-r�`"`.'�,»"n' ,r 2 � ' c� � � , �� ,�.� _.: ti,. � � 2 � —� � — , ER0510N GONTROL SHALL BE M�INTAINED BY PLAGEMENT OF 51LT �ENGE ALONG �4 O � � ._. —' / � DRAINAG� AREAS AND DOWNHILL PROt'ERTY LINES. � a+r � / � �_7�!`'`����� / � >�..� • / . ` ..: -- � • ^1 � . ` — ` / B5 0 . . � � � �- — - � � ' _ — Q� � . � . �,� . . �- — _ _ �— P� RD `� �L � 1� � � . . � � � � . . � -- � � � � / ` � � . , � � +11���� . � � b,A o0 . � / . �. �� � -� � / � _ � � '—' � � � �, � �--� c� � . . ..� � � ! � . � � � � � Q� / ` Gh . . 1'�- � G. . .., .^_; / O � � � , � � ' � � : _ � � � � � , / � � p ' � �.� � � O � / / � ' / . � �' � r�i ' ,�'" i-� / : C� ' . , : �'. � � \ Q � �"'' • ,� � '4� : � � . � � C� � � , � �� � / , / • � � .� � � , / . ,, : . b � s..� / . 'b � � ° / � d -� � � ..� N a� '� " �--� .� - � � r� � � � � : . 4 e . � C�A � . � ,..a � . , . a� � � � � � � � : � o � � � � �� � � � � O � : , � . � , i--, a� � _ � , � r� � � �J m � � � :. � LANDSCAPE PLAN :. 1 „ , „ ' 1 = 10 —0 , N , , _� . .% _ . �_� W�� __ _ .��� ��- m.��.��. ��� _ � _�. �.�. w ,; , .�_. _ � � � M. _ __ _ _� � . --_ _ _ _�____ � � � � w_. ����. � . � __m� _.�__ _ _ _._ r �_ �� __ �._.._ , �� . , _ , � DESIGN RI RIA C TE . Woodin s Remodel JOB . 0806 10 trusses unless a roved b en ineer. , g # PP Y 9 , t . . . . . , . C. Flo r r r f amin m 0 0 0o fi embers must be ali n r 2003 IBC FAST NING H DU TA . . 1 � ed to bea withm 5 inches of the E SC E LE BLE 2304 9 9 9 � � : � : Roof Live oa n w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L d ( S o ) 80 sf studs beneath . , �- P ? . „ . . � � - - - - - - - - - = - - - - - - - - - = - - - - - -- - - - - ,.;� a Roof Dead Load - - -� - - . � 15 sf D . Provide 7 16 thick APA rated sheathin I ood or OSB rated 24 16 ex osure 1 , . � , � p � g cP � � � , P , a m ABBREVIATION LIST , . . . . . . . . CONNECTION FASTENING � LOCATION , � � �� �^"`. � , =- - - - - - - - - - - -- = - - - - - - - - - - -- - - - -- - -� - � � . � �a � , Floor Live Load 40 sf at extenor fac� of extenor walis. Block all honzon I in n n i n I wi h : ,-- . �d oem �' � P ta �o ts a d a I pa e s t 8d �,, o � . �� ��,o q ' =- - - - - - - - - -= - - - = - - - - - - - - - - - -- - - - -= �- � • . ,, „ Q � ' Floor Dead Load • • ; .`�_ � G� ° � 15 PSf nails s aced a . 6 alon anel ed es' and at 12 alon intermediate su orts. . . . . :'�� ,.��� o P 9 P 9 9 PP 1 . Joist to sill or irder - m n ,� � � 4 4 , g 3 8d com o toeiail €�� e � .� � - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - -,- . . . . � ,, a Wind 3 Second Gust 90 ` m h Ex . B .. .. . , r . � � � . � ) P � P ) E. Provide 3 - 2x10 headers over all door and wmdow o enin s with one 2x6 tnmmer - ��y, <, �, . . . � � p 9 , 3 3 x 0.131 nail A . B . ANCHOR BOLT LAM . LAMINATED . . . .. _ _ _ _ _ _�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _ ' _ _ � _ . . . . . . . . : . � � . . . � . . . . . . . . � . � . . .. . � . � . . . . . . . . . . . . . . � � . � � . : . . q: . . � . . . . Seismic Design Category B n � _ � � ; � � , , a d one 2x6 W g stud each end , unless otherwise indicated . 3 3 14 gage stapie V NG LEG VERTICAL � IBC Edition - - - - - - - - - - - - - - - - - -- - - - - - - -- - =- - - - - - - = = - . . A . F. F. ABOVE FINISHED FLOOR LL l.0 � '� ,,� . 2003 : F. At beam beann locations in st w il . . _ • . . . . . � a , � g ud a s, prov� de mult �ple stud posts equal to w � dth 2. Bnd in to oist 2 - 8d common toenau each end A LONGIT. LONGITUDINAL ; a � , . 9 9 � A . F. G. ABOVE FINISHED GR DE .� �, � . . . '�.> . . � . . . . . . . . . . . � � . . . . . . . . . � n . n .� � . . . . . . . _ �. <� a � of bearin member unless noted otherwise. 2 3 x o.i3� nau � � - . g „ ADJ. ADJUSTABLE LTWT. LIGHTWEIGHT � o�� � . � FOUNDATION DESIGN . 2 - 3 14 gage staple ANCH . ANCHOR LVL LAMINATED VENEER LUMBER - �� �E' " ,�I�N � • . � � . . . , 2. Roof Construction . _ . , , , , , , 3. 1 - x 6 subfloor or less to each oist 2 8d common face nail : � APPROX. APPROXIMATELY 1SL LAMINATED ' STRAND RIM MATERIAL a Desi n of individual and contmuous footin s is based on an assumed maximum allowable • �� • • 9 9 A . ' Provide 5 8 thick APA I ood sheathm rated 40 20 ex osure 1 . Install ^ ° • • _ - . . � P YW 9 � • P 4. Wider than 1 x 6 subfloor to each �oist 3 8d common face natl ARCH . ARCHITECT MAX. MAXIMUM beann ° ressure of 1 . . . . . . . 9 P 500 psf ( dead load lus full live ' load . h hi wi I n im � . . . . . . P . ) _ s eat ng th o g d ension perpendicular to rafters or trusses and end �oints • • • 5. 2 subfloor to oist or iroer ' 2 - 16d common blmd and face nail BD . BOARD MECH . MECHANICAL t� � � b . Foundation and r inin , . . „ » � e � �Q�� eta g walls have been designed using an assumed lateral pressure of 50 r il wi h . . . ., • • � stagge ed . Na t 8d nails spaced at 6 along panel edges and at 12 . along BLDG. BUILDING MAT L MATERIAL . . 6. Sole plate to �oist or blocking 16d at 16 o.c. typical lace nail pcf. „ „ . intermediate su orts. . ,. . • • PP 3 x �. 131 nail at 8 o. c. BLKG. BLOCKING MANUF. MANUFACTURER c. Footm s shall be I • . . . g p aced on the natural undisturbed soil , or compacted structural fill er the ., ,. P B . PI ood sheathin shall be a lied continuousl over the nmar roof inembers 3 i4 a e sta ie at � 2 o. c. . . . Y`N 9 PP Y P Y g 9 P BM . BEAM MIN . MINIMUM recommendations of the eotechnical en ineer ` below frost de th . . . . 9 9 , P . . . . . . . , rafters or trusses below overframed areas to rovide ade uate lateral stabilit . � ) P q Y . . . BOT. BOTTOM < N NEW � w d. A re re n iv f � ) se tat e o the eotechnical en ineer shall venf soils conditions and t es durin . . . . . . soie iate to o�st or b�ockm at braced „ o0 P 9 9 Y YP 9 P � 9 _ > • . . . . . . C. Provide wind i ml 3 16d er 16 braced wa�l anels � /se s c anchors at supports for all roof oists and trussed rafters . p p B . O. W. BOTTOM OF WALL NOM . - NOMINAL ._ N excavation . Because eotechnical information was not available at the time of re aration of . . � Wa� � aa�e� � � . � Q � 9 P P 4 -3 x OJ31 nail er 16 (A . . . . . See nailin schedule. O P N . W. NORMAL WEIGHT o 9 � „ BRG. BEARING the construction documents, we have used assumed values based on similar sites in the area . . . . . _ Q (4) 3 14 a e sta le er 16 . @ 00 cfl i� • • • • • D . Provide solid b' ockm between roof rafters trus n I 9 9 P P g , ses a d ookouts at all bearmg CANT. CANTILEVER ' O. G ON CENTER -p � o d- Construction of the foundation ma ' not roceed without venf in .these values. Re ort an - . . . . Y P Y 9 P Y 7. Top plate to stud 2 - 16d common end nad U Q O � � • • • • • . . locations. Blockin matenal shall match rafter, truss chord , or lookout matenaL = 9 „ „ . C. J. CONTROL JOINT OPNG. OPENING r rn rn discrepancies from design assumptions to structural engmeer for re evaluation of foundation • • . _ Z c� , 3 3 x 0.131 nail - � F- , 3. Wind Bracm . ,. , I I 9 _ CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD _ deSl n . . . 3 3 14 a e sta le O 9 9 9 P � O �'`? �"� . , , , Z A. Walls over 4 feet lon ' w i h ' h c are sheathed with sum wallboard on both faces and _ _ 9 9YP . CEM . CEMENT PLATE e. Bockfill around ond obove structural buttresses and retamm wolls shall be com action tested . . . . . . R a • T- � � g P 8. Stud to sole plate 4 - 8d common toeiail (n N � v� rn . . . are mdicated cs shear walls on lan have been desi ned to resist wind forces in � F- P 9 � � . CLG. CEILING PLYWD . PLYWOOD per the recommendations of the geotechnical engineer. . 4 - 3 x 0. 131 na �i � w � w .-..-. . . . . , . , , accordance wit� Table 2306 . 4. 5 of the 2003 IBC . „ oo � _ CENTERLINE PKT. P K T F- � x f. Do" not backfill a ainst retamm walls until su ortin lem n h » 3 3 i4 a e sta � e � OC E Z 9 9 PP 9 e e ts ( suc as floor framing) are m 9 9 P � r� _ � ,_ o ¢ ' . . . . . B . At shear walls screw 1 2 � , / gypsum wallboard to all studs and to to and bottom Q co � _ lace and securel anchored or ade uate shorm is installed . C ncu r n p CLR . CLEARANCE R. O. ROUGH OPENING L r� � P Y , q 9 o r e t backfillmg ` of each . .. „ co cn � ..�.., . . . . . . . . . • • . I- lates with 8 x " 1 1 8 dr all screws N - P # / yw at 7 maximum s acm . _ COL. COLUMN - RAD . RADIUS side of a free standm retainm wall to fmal rades as indicated on lan or section is P 9 2 � sd common end nau 9 9 9 P . . . . . . J . . . . � .. . a� C. Extenor I oo� or OSB wall sheathin i _ p yw g s required uniess specifically deleted by 3 3 x o. � 3� na �i CONC. CONCRETE REF. REFERENCE required unless temporary shonng is mstalled . . � � , , , _ . ' . . . _ „ ._ en ineer. s 3 14 s i ` 9 9age taP e NN . N F I R R INF R MENT (n . Venf f e of fill with soils en ineer and structural en ineer rior to backfillin . CO CO NECTION REIN . RE NFO CE/ E 0 CE 9 Y YP 9 9 P 9 , rn , » • Z 9. Doub� e Studs 16d at 24 o. c. face nail CONT. CONTINUOUS REQ D REQUIRED � . . . . . . . . . . . . . . . . . , . . . . . . . . � . . � . . . � � . � . . . � . . . � . . . . � . � � . . : � � . � . � . . � . � n . . n . . � n . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .. . � . . . . . . . . . . . � . . . . .. . . . � . . . . . . r �.. . . . . � . . � . � . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . O . � STONE BRICK VENEER . N 3 x 0. 131 nail at 8 o.c. REINFORCED CONCRETE. I CONST. CONSTRUCTION RET. RETAINING o0 „ „ N � 1� U _ 3 14 a e sta le at 8 o.c. � r� 9 9 P - I� �n C. P . CRIPPLE POST REV. REVISION . . . . . . � o� � � � . . „ . . � . . �� � r . A 1 . I t ical lace nail a nchored stone or bnck eneer and its attachments shall conform to IBC Section 1405. 6 with 0 Doub e to tates � sd at is o.c. a . Concrete desi n is based on the Buildm Code Re uirements for Remforced Concrete ACI . P P x' C . W. CRIPPLE WALL R . S. ROUGH SAWN �. � � � � 9 9 q � • • � » . � a, a, a wire tie to the structural backin for ever 3 x 0.131 nail at 12 o.a 2 s uare feet of veneer. � 9 Y q DBL OUBL SCHED . SCHEDULE � � 318 as ado ted b Cha ter 19 of the 2003 IBG .. .. D E x ) P Y P . . . . „ � +� o . . . . 3 14 a e staple at 12 o. a rn rn 9 9 O _ b . Unless noted otherwise, ovide loose Imtels ` over o enin s as follows one an le for each 4 c� b . ' Structural concrete shall have a minimum 28 da com ressive stren th of 3000 si . p p g � g DET. DETAIL SECT. SECTION � Y P 9 P . . ., . . m . . . . . . . .-..-. _ _ of wall thickness lon le vertical to bear 4 minimum each end . � � - c. Concrete shall be ro ortioned usm T e I II sulfate resistant ' cement. Admixtures containm � 9 9 • . DIAG. DIAGONAL SHT. SHEET . J o x P P 9 yP 9 . . �� » ., .. Double to lates 8 - 16d common la lice � _ . - - - - - - P P P � p i� Q - - - - - - - - - - - - �' I ri 1 . 0 enin s to 4 0 3 1 2 x 3 1 2 x 1 4 » � . DWL. DOWEL SIM . SIMILAR . ¢ - ch o de salts shall not be used . P 9 � � � i2 - 3 x 0. 131 nau rn � � � . . . , �, , „ ,, „ „ � > .__.._,. . .. . . . . _ _ _ _ _ __ _ _ _ _ _ _ . . . . . . . . . N • �. • � � . � . . . . . . � . . � . . . . . . . . . I w h n - DWG. DRAWING S. I . P . STRUCTURAL INSULATED PANEL d Co d eat er co creting procedures shalL be provided as recommended in the ACl Manual of 2 Openings 4 1 to 6 0 4 x 3 1 2 x 1 4 12 3 14 gage staple typical face na�� � � . . . �� , » » .. ,� Concrete Practice. - - - - - - - - - - - - -- - • • • . EA . A H P . SP CIFICATION , 3 . Oen � nsfi 1 to8 0 5 x31 2 x1 4 _ E C SEC E P 9 � � 11 . Blockin between oist or rafters 3 8d common toe�ail . , , g 1 . � �� , �. �� ' » „ .. .� . e. ` Anchor boits ' for beam and column bearin I tes h II _ _ _ _ _ _ _ _ _ _ - _ - - - E. J. XPAN I N IN S . S UARE 9 P a s a be placed with settmg templates . 4. 0 enm s 8 1 to 1 � 0 6 x 3 1 2 x 5 16 to top piate 3 3 X o. i3� na �i E S 0 JO T Q Q . . . . P 9 � � � f. Ex ansion bolts sh II . , _ ' a be located at a minimum of 6 bolt d �ameters from concrete ed e and _ _ 3 3 14 a e sta ie ELEV. ELEVATION STD . STANDARD P . 9 ( Multi le an les shaf be oriented back to back 9 9 P ' . . . P 9 ) . . . . . . . � • s aced at a mmimum of 10 bolt diameters unless noted otherwise. T . T P c. Stone or r� k V n r I - 12. R �m �o�st to top plate 8d at 6 � 52mm o. c. toenail ENG. ENGINEER S L S EEL , , „ b c e ee sha I be supported on dry stack CMU umts to the foundation , or rovide ( ) , , . , , R ,. „ . ,. . Anchor bolts for wood sill lates shall be laced at 4 - 0 maximum s acin with one an h r 3 x o. i3� na �i at s o. a EQUIP . EQUIPMENT STRUCT. STRUCTURAL 9 P P P 9 � o steel angle support per details on the drawm s. � „ � . . . ; 9 3 14 gage staple at 6 o. a bolf ot 12 from each end or corner and a minimum of two anchor bolts er iece. EQUIV. ' EQUIVALENT T&B TOP & BOTTOM P P . , 13. To lates la and in r i n - • _ h . ' Concrete floor slabs on rade and on metal deckin or I ood su orted b framin I P P . Ps te secto s 2 � sd common face no�� EXSTG. EXISTING T&G TONGUE & GROOVE 9 9 P YW PP Y 9 sha l � .. . . . . , . �, . . . - . 3 3 x 0.131 nad - E EXISTING � have sawn or ' tooled control oints at ` a maximum s acm of 15 0 m each ir i n . GENERAL REQUIREMENTS. ) T. C3. TOP OF J P 9 d ect o Locate „ � . . , , _ , , , 3 - 3 14 a e s t a l e 9 9 P control omts alon column rid lines where ossible and rovide slab isolation oints around EXP . EXPANSION T. O. C. TOP OF CONCRETE 1 9 9 P P J . . � � • • • • 14. Continuous header two ieces 1 . n . . P 16d common 6 o c. do ed e col mn . 9 9 EXT.' EXTERIOR ` T. O. F. TOP OF FOOTING u s a . Structural " erection and bracmg . The structural drawings illustrate the completed structure �. ^ • • • . , . . . . . . . 15. Ceilin 'oists to late - ' 9 1 P 3 8d common toenau F. T. O. . T P F EDGE - �./ i. Concrete coverage for reinforcing steeL with ` all elements m their final positions, properly supported and braced . The contractor, in n „ D . FLOOR DRAIN L 0 0 L , .. . , , , , , _ . . 5 3 x 0. 131 nad 1 : Concrete cast a amst and ermanentl ex osed to earth . the ro er se uence, shall rovide shorin and bracin as ma be re uired dunn construction „ FDTN . FOUNDAT(ON T. O. M . TOP OF MASONRY 9 P Y P 3 P P q P 9 9 Y q 9 r-I , , . . . 5 - 3 14 gage staple , • FLR . ` FLOOR T. O. W. TOP OF WALL Z Concrete exposed to earth or weather. to `achieve the fmal completed structure. Contact structural en meer for consultation not in , . '; 9 � �. . 16. Contmuous header to stud 4 - 8d common toenail FRMG. FRAMING THRU THROUGH � C� A. #5 bar and smaller 1 1 /2 contract) as required. w „ . , . , , . . _ . . • . . . . . . 3 16d common minimum Table 2308. 10.4. 1 face nail , FTG. FOOTING TRANSV. TRANSVERSE B. 6 throu h 18 bar 2 b . Dimensions. Check all dimensions a amst architectural drawin s nor to construction . Do nOt 17. Cedin oists, la s over artions � .. . # g # , g g P 9 1 P P 4 - 3 x 0. 131 nail • • • GA. AU TRTD . TR ATED . See Section 2308.10.4. 1 Table 2308.10.4. 1 » G GE E � � , 3. , Concrete not exposed to weother or m contact with ground. scale drawings. ( . ) , . • , , 4 - 3 14 gage staple ' , . : .. . c. Construction ractices. General contractor GALV. GA�VANIZED TS TUBE STEEL COLUMN 0 A. Slabs, walls, oists 11 bar and smaller 3 4 P is responsible for means , methods, techniques, . . . � � # � � , , _ . . 3 - 16d common minimum Table 2308.10.4. 1 face nad � : » , se uences and rocedures for construction of #his ro ect. Notif structural en ineer of 18. Ceilm o�sts to arauei ratters n ,> . GEN . ` GENERAL TYP . TYPICAL ' B. Beams columns 1 1 2 q P P J Y 9 9 � P 4 _ � � . . . . . . . . . . 3 x 0.131 nail � - � See Section 2308. 10.4J Table 2308.10.4.1 „ � omissions or conflicts between the workin drawm s and existin conditions. Coord �nate � � ) _ G. L. GLUE LAM U . N . O. UNLESS NOTED OTHERWISE 9 9 9 4 3 14 gage staple . • , . . . GYP . GYPSUM GYPCRETE V RT. V RTICAL R INF R IN requirements for mechanical electrical lumbin enetrations throu h structural elements with _ . / E E � E 0 C G STEEL , , � , �P 9 P . . . 9 3 8d common toenail 19. Rafter to late . . . . . . . . . . . . . . . . . . . q O • � . . . . . . • . . . . . . . �� . . r r P HDR HEADER V. I . F. VERIFY IN FIELD st uctu al en meer. Jobsite safet is the sole res onsibilit of the contractor. All methods _ � M--1 9 Y P Y . 3 3 x 0. 131 nail . ' . . . . See Section 2308. 10.1 Table 2308. 10.1 „ . . . . . ' . . . � � ) _ HORIZ. ` HORIZONTAL F F A used for construction shdl be in accor an 3 3 14 a e sta � e W. . WIDE L NGE a. Detailing , fabrication and piacement of reinforcin steel shall be m accordance with the ACI d ce with the latest editions of the IBC /IRC. 9 9 p � 9 . . . � . - • • • _ . HSS HOLLOW STEEL SECTION W. P. WATERPROOF Manual of Concrete Practice. d . Details not specifically shown on the drawin s shall be constructed in a manner similar to the „ , 2 sd common face na �i M--I 9 � . , , , . . . . . . 20. 1 dia onal brace to each stud and late .. �, . details that are shown fo like conditions. These item 9 P 2 - 3 x o. � 3� na �� HT. HEIGHT W. W. F. WELDED WIRE FABRIC b . Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM s shall be brought to the attention of . . . . . � . � . � � � � . . � . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � C . . . . . . . . . � . . � _ . . .. . . . . . . . . . . . . . . . . . . � �. . . . .� . S ecification A615 and shall be rade 60 exce t ties field bent bars where ermitted b note the structural en ineer a . soon as ossible for a rovaL A roval shall be obtained nor to 2 3 14 gage staP�e INT. WTERIOR WD . WOOD P 9 P , 9 P PP PP P , P Y . . � � - • • � installation . _ 1NV. INVERTED W WITH on lan , or ba �S to be welded , whlCh Shall be rade 40. 21 . 1 x 8 sheathing to each beanng wall 2 8d common face nail � P , 9 � . . . . . • ! � » . . J e. A I w ST. JOIST W WITH UT � c. At s lices, la bars 44 diameters. ' Do : not weld or use mechanical s licin devices unless I aterproofing and flashing is the responsibility of the architect and COntraCtor'. 22. Wider than � x s sheathin to - /0 0 P . P P g . . . . , , 9 3 8d common face nail � . f. It is the res onsi ili h - K KING I � specificall approved b en ineer. p b ty of t e contractor to contact the structural engmeer at the appropr� ate each beanng waii STUD Y - , Y 9 , , ` , . . . . . . . . . . . _ � im n t e to erform site observation visits. 0 rv _ d . At corners make honzontal bars continuous or rovide corner bars. Around o enm s ' and p bse ation visits to the obsite b the en ineer are 23. e� ut u m r 0 � � P P 9 , , , 1 Y 9 p co e studs 16d common 24 o.c. � � , , . , ,, , , . .. � . N - fr � _ o determination of ene al conformance with h te s in n r r vi g t e construction documents and shall not be 3 x 0. 131 nau s p co c ete, p o de ( 2) #5 bars extending 2 6 beyond ed e of openm or ste . . , � s o. a ' g 9 p .. ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE- TREATED LUMBER SHALL HAVE A 1�-1 . . � . . � ,� .. . . . . � � � . . � . . . . � � f : �� � 1t . . � • � . . � . . � . r � � � . . . � . . . . . . . . . . . . 'S � 4 O 6 $tO � � . � . . : ° . � . . . . . _ const ued as ins ection . 9 9 P e 16 o.c. � e. Extend reinforcro steel a mmimum of 2 6 throu h cold omts. Unless s ecificall located P 9 9 J P Y - • • . . SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED M-1 . .� � • � . � • • �� • � • . • � • . . . . . . � � . . . N .. . . . • . . . . . . �y . . . . . Thou h ever effort is m r v � , g g y ade to p o ide a complete and clear set of construction documents , 24. Bu ��t u irder and beams 20d common at 32 o.c. face r, au at to and on plan or details, coordmate cold omt locations with en ineer. . . . . . . . . P 9 P � 1 J 9 � ., . ,. PER ASTM A153. CONTAGT ENGINEER FOR ALTERNATE USE -0F BARRIER MEMBRANES. . . . . . ' . . W discre ancies or omissions ma occur. Release of these drawin s antici ates er i n n 3 x 0. 131 nad at 24 . c. bottom stc ered on f. Welded wire fabric shall conform to ASTM S ecification A- 185. La welded wire fabnc P Y g p coop at o a d o e9 v P P a . . . r�.-� , , , , , , . ^ ^ o osite sides � 3 14 a e sta le at 24 o. c. PP continued communication between the contractor archit , mmimum of one full m sh I w in , ect and engmeer to provide the best e 9 P e p us t o ches. ` La s shall be wired to ether. . . _ . i-�-1 P 9 TOP FACE JOIST . . . ,� . ... „ . �, - < . CONNECTION SCHEDULE oss �ble structure. These drawin s have been re ared for the use of a ualified contractor [� E ox adhesive for reinforcin dowels shall be Hilti or Sim son or a roved e uivalent P . . g P P q 9 . P Y 9 P PP q • • - _ • . , . . . . . . 2 20d common face nad at ends and at ` ' experienced m the construction techniques and s stems de icted . Y P � .. . . _ _ _ adhesive s stems. Minimum embedments if not s ecificall mdicated on the drawm s shail • • . . . . . . A Y , P Y 9 , Q SIMPSON H5 � 4) $d � 4) $ d � � h . Existin structures Contractor shall be res onsible for venf m dimensions elevations 3 - 3 x 0. 131 nail each sP� �ce . � , , _ 9 P Y 9 > , � . . . . _ � be accordin to the manufacturer s s ecifications. 3 3 14 a e sta ie - g P fr mm n e e p . . . a g , fou dation and an hm else that ma affect the work shown on the drawm s . B SIMPSON LSSU210 - 9 - 10d 7 - 10dx1 . 5 �1 ' • Yt 9 Y . . . g � : 0 � ) � ) � ; h . Metnc bar srze conversion table. • • • • • • 25. 2 lanks 16d common at each bearm Under innm , shonn and braan of existin structures shall be the res onsibilit of the P 9 �4 P 9 9 9 9 P Y � , METRIC #10 #13 #16 #19 #22 25 29 32 36 . . C SIMPSON TS12 - - - # # # # COtltfaCtOr. 26. Collar tie to rafter 3 - 10d common face nad � O . . . . . _ . . .. . . . . . . . � � . . . � . � . . � � . . . . .. . . � . . �. � � . � � . . . ' . n . n . �` . . . . . . . . . . . . . : . . . . . . �. INCH POUND 3 4 5 6 7 8 9 10 11 _ # # # # � # # # # 4 3 x 0. 131 nad � � , D SIMP P - - - _ SON E C66 4 3 14 a e sta le face � ail O 9 9 P � STRUCTURAL WOOD FRAMING: • . � 27. Jack rafter to hip 3 - 10d common toenail (� , _ �, » � . � !�"'1 4 - 3 x 0.131 nad , „ , , � a . x W f - 4 - 3 14 aestale E cept he e noted otherwise, all 2 nominal lumber, except studs, shali be pou las Fir Larch 9 y p , � . . > » . . 9 w 2 and better and all solid timber beams n n I # , a d posts 3 omma and wider shall be Dou las � • g . � _ _ � FII' Larch #2 2 16d common face nad . � .. . b . Studs shall be Stu rade n r I - 3 - 3 x 0.131 nail d g a d bette Doug as Fir Larch or ` Hem Fir. y � . . . . _ � - - ^ 3 3 14 gage stap�e c. Built up posts shall consist of Douglas Fir Larch or Hem Fir #2 or better 2x4 or �x6 studs , , , - , ,, _ . _ . 28. Roof rafter to 2 b nd e beam � Y 9 2 16d common toenail � per plan and shall be nailed together with 2 rows ' of 16d nails � 6 on center along each � „ . 3 - 3 x0.131 nad stud . � � _ � . . . 3 3 14 aestale , . p d . Budt-u beams consistm of multi le 2x members shall be nailed to ether with two rows of 9 9 � P 9 P 9 . „ . .� . � 16d nails s aced at 12 orr center or with two rows of 1 2 diameter thru = bol s s c . �� p . / t pa ed at 2 - 16d common face naii � � . � 24 on center. 3 - 3 x 0.131 nau , , n � e. To and bottom lates shall be Dou las Fir- Larch ' or Hem Fir 2 and better. " Plates ' laced s - s 14 a e sta ie P P 9 # P 9e P directl on oncre wall r I - • . . . c te s o s abs shall be ressure treated Hem Fir 2. 2s. �o�st to band o�st - • ' � Y P �' � 3 16d common face nad . . . . . � � . . � . . . . . . � � : . . � .. . . . . � . . � . . . . . � . .. � . .. n . n � . . . . . . � . . . . . . . . . . . . . . . � . � . � , . . . � . � . f. Beneath solid or built- u lumns n I - p co oted on p ans, blockmg of area equivalent to column 5 3 x o. i3i na �i . . . . . . . „ _ � above shall be provided within floor �oist spaces ' and m wall spaces below . Door or window s 3 � 4 9a9e staP�e . , , , . . . . . . . _ • �....� trimmers consisting of o single stud do not require special blocking in the �oist space. 30. �ed9er stnP 3 � sd common face na �� , . .. . . . . . . . . r . � . . . � . . � � . . . . _. . . . � � . � � � � )1 � . . �..: . . . . � . . . . . . ' . . . . . . .. . � . . . � � � . . . � . . . . �. � n n . . � . . � . . . . � . . . . . . . . . . . .. . . . . . . . . � � . . � .. . . . . . . . . . . . Exce t as noted otherwise mmimum nailin shall be rovided as s ecified in the Nailin 4 ` 3 X o.i3� na�i 9 • P , 9 P P 9 . � �. , NOTES. 4 - 3 14 a e sta le Schedule on the drawin s 2003 IBC Table 2304. 9 . 1 . , 9 s P 9 � ) , , . , 1 . BOULDERS ARE TO BE 1 - 6 TO 3. DIMENSIONS SHOWN ARE APPROX. BUT . � h . Bolts used for wood framm connections shall be installed with standard washers and n . ' 31 . wood structura� anels and articleboard:b 1 2 and less 8d `•' er KRM 4 9 uts °_ THE TOTAL H HT P P / (P � ) . ,, • • • 4 0 IN DIMENSION AND SHALL BE EIG OF THE WALL MAY Subfloor, roof and waD sheathing 2 3 8" x 0.131 nail i. Unless noted otherwise, steel connectors such as those manufactured by the Simpson , , / „ . , . . NOT XC - to framm : 1 3 /4 x 16 a e ° Com an shall be used to oin rafters oists or beams to other beams at flush - fram OF ANGULAR SHAPES ( NOT P, OUND ) E EED 6 0 AND THE SLOPE ( 9) � � 9 9 P Y J � 1 ed . 19 32 to 3 4 8dd er KRM 4 . . . . . . . . . MAY NOT BE STEEPER THAN 2. 1 / / (P ) � conditions. Use all s ecified nails. Connector conditions not otherwise noted shall utilize T e 2 PLACE BOULDERS SO THEY • P P . . . YP 2 3/8 x 0. 131 nad , • • INTERLOCK BOTH VERTICALLY AND 4. BACKFILL AND BASE SOILS SHALL BE � P . STR - U or Type HU hangers of a size specifically designed for the member supported , as shown m 2 � s 9a9e d2Si n2d b , . . , . v � � � g y the manufacturer s ublished tables. Contact structural en ineer for details as re uired . HORIZONTALLY ERIFIED BY SOILS ENGINEER DURING 7/$ to 1 sd P 9 q CONSTRUCTION OF WALL MWG • • . , drawn b . Laminated veneer lumber �VL shall have the followin minimum ro erties. , » � � e e y J � ) 9 P P _ 1 1 /8 to 1 1 /4 1 od or sd . 3 0 4� IN . - - - - - - - - - - - - - - - - - -=- - - - - - - - • • • „ e 1 . Flexul"al St�esS 2600 SI Sin le Floor combmation subfloor- 3 4 and less Sd er KRM 4 T� H p 9 ( . / „ „ (p ) checked by , , - - - - - - - - - - - - - - - - - - - - - - - , • e 2. MOduIUS Of elaStlClt 1 , 900, 000 SI underlayment to frammg). 7/8 to 1 8d � � d e , Y . . P 1 1 8 to 1 1 4 10d or 8d 3. Tension parallel to grain - - - - - - = - - - - - - - - - -- - - - 1850 si / / ISSUed P 4. Com ression arallel to rain - - -- - -- - --- - - - - - - 1 ' . . . „ f P P g 23 � PSI 32. Panel siding (to framing) 1 /2 or less 6d . . . . . / \/� » { 5. Com ression er endicular to ram arallel to lue line 750 ' si � � i� 5/s sd . P P P 9 � P 9 ) P ��y�,��� � �y P -- - - - - - - - - - - - - - - -- - - - - - - - ' ' 6 . Horizontal shear 285 si �i��i��i���� ��� • • .9 � • • n � � ERMIT 07 01 08 P /��/��/��/��/��/ . 33. Fiberboard sheathing. 1 /2 No. 11 gage roofing nail • • / / // // // / 7. Connection of multi le- member beams. _ � � � �� �� �� sd common na�i P , �ii i A. To - loaded beams . Na � s 9aqe stap�e _ P �„ � . h . ,, , , • . 25/32 No. 11 gage roofing nml i For members 12 dee or less nail each member to the next with 2 rows of X i � . � P � Q � � $d common nad . �. , . 16d naIIS at 12 O. C: � /�.• No. 16 o e sta le' .. �� ,/�,,��j 9 9 P _ 1 �i�i n For members reater than 1 dee n il _ � . • • � ) 9 2 p , a each member to the next with 3 � � ����i 34. i�teno� anei �n � 4 4dj . .. O ,`�//���/�, P g / � rows of 16d nails at 12 o. c. i���ii�i s s sdk _ I i�i�r�,r� / • _ ������������� ' B. Side loaded beams co ����i . , . /� �/ NOTES TO TABLE 2304:9.1 /��/� �. ' i) For two or three member beams, nail each member to the next with 3 rows �� �� � GRAVEL FILL AND FILTER . „ „ . „ „ . , , , .. / / � .� For SI : 1 inch = 25.4mm . 2 3 8 x 0.113 nail n x . 1 il r /��i�� ��!i / s a d 3 0 31 no s a e standard 8d and 10d Gun nails. of 16d nails at 12 o. c. � i������ FABRIC PER SOILS ENGINEER .. , ,, . � ��%�%�� . . . / �/�/� FOR DRAINAGE a Common or box nails are permitted to be used except where otherwise stated. u For four member beams bolt throu h with 2 rows of 1 2 diameter bolts at i ii i ii� . . . . . . t � „ ' g � �������.�` b. Nads ' spaced at 6 inches on center at edges, 12 inches at intermediate supports exce t 6 mches at su o-ts where �/y//��/� . . . P PP 12 O. C. ���•� s ans are 48 inches or more. For nailin ' of wood structural anel and articleboard dia hra ms and shear walls ... , , //�/ //,�� P , , 9 . , P P P 9 � , , r . , � � � ��/� � refer to Section 2305. Nails for wall sheathm are ermitted to be common box or casin . ni ) ' For members consistmg of more than four members, contact structural � ��� ��i��i �� f, � �v 9 P , 9 , // //�j /��/�/� �/� . a ' Common or deformed hank. � �'/"� \�\ \� \ \ �\�\ �\ . \ �,\r S en ineer. - �� � � � `i� `i�i� i� i �iT�,r CONTINUOUS DRAIN AS 9 �j �����j� . �/� ��.��� d. common . . . o � � � � � �, sheet � � � i\y�y�� k. All lumber used m construction shall have a m xim m i r ���� � � i i i i� : REQUIRED BY SOILS ENGINEER a um o stu e content of 19 �. I -•���i � . �:��i,. e. �etormed snank. _ •, � �� . . . . ' • � ��i� ' F R RA NA L Fram � ng Notes. , �� 0 D I GE f. Corrosion-resistant siding or casmg naiL , . Fasteners s aced 3 inches on center at x ri r i ' ' 1 . Extenor walls. 9 p e te o edges and 6 nches on center at mtermediate supports. ` � �. . . . . . . . . . , „ , , , „ _ h. Corrosion-resistant roofin nails with 7 16- inch diameter head and 1 1 2 inch len th for 1 2- mch sheathm and 1 6 - 9 . � . � g � 9 A . All exterior walls are 2x6 studs � 16 o. c: to a maximum hei ht of 12 - 6 , 2x6 _ 9 1 3/4 inch length for 25/32 inch sheathmg. ,. � � » . . . . . EA. B OULDER - - i. C rrosion - r i n i -' ' - ' • • Studs C� 12 o. C. to a max �mum he � ht ' of 14 6 and 2 2x6 studs � 16 to a o es sta t staples w th nominal 7/16 inch crown and 1 1 /8 inch len th for 1 /2 inch sheathin and 1 1 2 inch � 9 � � � . . . . . 9 . . 9 . � . , - , ,. . , » TYP. _ • len th for 25 32 inch sheathin . Panel su orts at 16 mches 20 inches if stren th axis is the I n ire i n _ - 9 � 9 PP � 9 o g d ct o of maximum hei ht of 17 4 unless otherwise noted . ' Walls taller than 17 4 shall . � g the anel unless otherwise marked . � , . . . . P � ) be framed with m n f • a u actured lammated studs. ' Contact en meer for s acm • - • • • � • 9 P 9 ' �. Casing or finish nails spaced 6 inches on panel ed es, 12 inches at intermediate su orts. . . . . . . 9 PP � . . . . . . . . fe uirements if n in 1 n k. P n I q , Ot d cated O pIC] fl'. Ca Wlth a dOUble t0 Iate 111Stalled to a e supports as 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 mches at mtermediate su orts. P P P Pp , , , , , . _ I. For roof sheathin a lications n il r ' ' ' 1' vl v g pp , Sd a s a e the mmimum re uired for wood structural anels p o de o erlapping at corners ' and at intersections with other partitions. If overlap . . - . . q P . : , m. Sta les shall have a mimm m r w wi a P u c o n dth of 7/16 mch . i n s ot ossible ra I . . . . . . . , st to ates with ' metal stra ties Sim son ST292 or P . P P P P � P n. For roof sheathin a lications fasteners s a ed a 4 in h n . g pp , p c t c es o center at edges, 8 inches at intermediate supports. >. . ; , - . . . . . E UIV � n . - o. Fasteners s aced 4 mch n n r � Gt e t 1 _ es o ce te at ed es 8 mches at intermediate su orts for subfloor and wal� she�thm and 3 q ) ' TYPICAL BOULDER RETAINNG WALL ( SINGLE TIER SCALE . 3 4 1 0 P 9 � PP 9 .. . � .. j . . � / . . � . . . � . . . . . . . . . . . . . . . . . . . . . . . _ _ _ mches on cente� at ed es, 6 mches at intermediate su orts for roof sheathm . B. Gable end walls shall be balloon - framed to the bottom of rafters or end wall . 9 pp 9 g . Fastener 4 in � � • S1 p s spaced ches on center at ed es, 8 mches at intermediate su orts. „ „ 9 PP -/� _ . Items noted as er KRM have n h n J OB 0806 10 q p bee c a ged from the IBC schedule to a more restrictrve requirement. 7T r' i' . . . . � . . . . . . . . . . . . . . . � . � � � . . . . . . . . . . tY . `, � : .. :.: . . . . � .. .I . . . . . � . . . . . . . . . � . . � � . . . . . . . � . . . ..._...L . . . h. :' . . . . . . . . . .� . �_ . l ��. . . _ �. . �_ _ -. .: .� .. ,. . � - . v- � � � � � � _ � � � � , �. r � , � , a� .� #. CURVED 6x8 6x6 POST „ 2x6 STUDS Q 16 O. G W , , � _ , C T FR „ U OM 6x16 �,.�� � � 2x6 T&G DECkING � ) 1 2 P �YWD . OR OSB .: �. � 2. � � , , �� � , ^ � 9 PER ARCH. Q . � _ � �� , . `� � 2 0 , . � . . . . . . . . . � . � . . . 000 � , . � . . . . . . � . . . . . . . . . . . . , � . . ff . . � . � . . . . . . . . . . . . . . . . . . . SIMPSON ABA66 W/ SHEATHING � ��,U Qom oa� �'� o „ „ M ,� ,_o 0 4 DWLS x 4 CONC. SLAB PER PLAN ,, t. , -w � � o a�' # , . � � a „ s � � � . . 5 8 x 5 EXP . ANCH . �� � ,� I ��z a � � 1 2 EXP . MAT L TYP . „ � ^ - , � � � , CURVED 6x8 c> ' � 24 O. C . � > .. » � �. t�.. N . , . , . . . . . . . . � . . . . . . . . . . . . . . . . . . . . : r. . ,, . . . . . 1 2 0 x 10 A . B . s C� 48 O . C. . F� � , � � CUT FROM 6x16 G : ,, ,, � ) . �� 3 » a � 2 - /4 �bx10 � z IN CONT. TREATED 2x6 R 4 CONG SLAB PER ' PLAN � � � ` � ) , - Q � � cO r, � T . . � _ � � a 4e �, 102 0 LAGS � �. �� � , 3 � � r � ( I � o _ /4 � LAG, TYP; , _ _ f � o °� _ „ T. O. A a � , i 102 0 102 0 t � � � SL B �� � ii . 1 e� . ,__. _ . i� i� i� i . � � � � c�' 6 MIN . PENEfRATION _ a . i i i i ii. �� � �� � � . a . . � � ) . __._, � �� �� �� �� �� i �i i �i i� T. O. W. o . a T. O. SLAB �/ @� - a � � � � � iiii � ao � i �i � . �i�i��v . a . 9 N � �a�' iiii � � � � . � . a . . r r, � � , . � � � iii - '�, � � � I ( Ti .r . 101 — 4 . � �ii��i hr�! . � e �� ta � ,i�r, �i��, a � ,�i � ��i �� ���� ��ii � � � O � O ✓ � , � T. O. W. � � � � � � � � � � : a � , � � � iiii . , , , , , , , , , , , , , , , , , , a , � , , , t zoa� ., , , , � , � � % � � � � � � � � � JUL � . .� � � � � � . a � � � � � � � � � � � . � � � � � . � � � � � � � � � — . � � � , � � � � � � � � � � , ( I � y �U , � � r � ii . 1 4 CONT. HORIZ � iii . rirr. � ir ir � ) # � ri iii. ��� �� . . � � � , � �� �� �� � . , a . � � o� r r a � ���� � r . - - 8x10 ( NOTCHED FOR KVEEBRACE � i i i� � . i i 1 5 CONT. HORIZ. � MID HT. , � o� � ., �� , . � � , � ) # � . �,, r � , , o �, i �� ,� . i � � / i i. 3 � ,. _ — /. .. 'Ll � . c� A 1 N T. � �. ., i /4 l. G 5 CO HORIZ. � MID HT. I I 12 � CONC. PIER . _ 3 l � � . c F--- 2 �4 �X� �1! ,. � ) . z a 6 MIN . PENETRATION _ : _ � ) i- a � LAGS . w � � a = • � � > 5DWLSx rn N _ I I 1— J 8x8 KNEEBRACE _ # •- Q a � _ � ' , �. � cn � 5 DWLS x J o „ ,� I o „ „ # � 48 0. C. � Q „ 4 4 N cfl r „ i L ao 4 4 I � _ � - -� ,� . 2 3x8 � 48 O. C. � 5 DWLS x : � o d- � ( ) # � . . -� �- I ( 6 l� U oo ao POST PER � „ = Q o . i--� rn rn ' MIN . 6 � Z v PLAN . _ � � „ : ,� , . _ � � � I - 3 2 - 5 s CONT. 2 5 s CONT. � o r� r� (2) /4 � LAGS ( 5 MIN . PEN . ) � ) # „ . . . � ) # .. � z 6 p . .- � r ; HORIZ TOP & BOT. HORIZ TOP & BOT. o - , . � � N � � �, 98 8 _ f- _ , . . I— w 5 _ .-..-. o . n � w � e 98 8 O J T. O. F. � � r� x . � _ J L _ Z _ _ , o � � � _ � o MIN . - . _ T. O. F. � . . a . ._ Q � Q c� � � a� � � - . L r7 l�. » � a_ _ . � a . � co cn � ....� , 1 . oo a . . ' � � . � . - a . J � Z . . - — � ' . C � � ._ ,� PERIMETER DRAIN � SEE SCHED . FOR REINF. (� . . . . . . . � . � � � . .. . . . .. . � . . . . . . � . . . . � . . . a e: � . ,. . . . . . . . . . . . - J � . . . . . .. � . . . � � . . . . . . . . . . � . . . � � � . � � . . . . . . . . ., 2x6 STUDS � 16 O . C. W � 4 8 4 c� Z „ PER SOILS ENGINEER EQ. EQ . PERIMETER DRAW ' .. .. „ � _ 4 8 4 O �- � 1 /2 PLYWD . OR OSB _ PER SOILS ENGINEER � N � � � SHEATHING � U tn I�] - � � co rn � , �, , „ D � .— 1 - 4 _ i i SEE SCHED . 1 4 �. � � rn rn � � x � � +� O � � U O U .� � .> >. . m .-..-. .. _ . — .� � 4 , ,, „ - . „ , � SCALE . 4 - 3 = - _ . o x 3 / 1 0 SCALE . 3 4 1 0 2 A - - 1 • _ - � � / SC LE . 3 /4 1 0 SCALE . 3 4 1 0 .,� OQ � Q S2 � cn rn � S2 S2 S2 a > .�... � „ 31 - 0 2x12 STRUCTURAL SUB - FASCIA TO BE CONTINUOUS WHERE , .. , ,� , �� , - - , 3 - 9 1 4 INDICATED , TYP . ; 14 0 17 0 � „ ' � A TYP . � RAFTER & . �, ,� � „ ' „ � 2x12 LOOKGUTS � 24 TYP . 2 - 3 9 5 - 4 5 - 8 , LOOKOUT BRG. � ^ - � 1 ' � `y � . � ti . , , � s2 � � . � � 5 `� ti ti � � �T� 0 ti o — 3 . � 2 �' 2 1 / x 9Y LVL � � i C' �9 � M-�--I � y +0 �(iJ, Q, r� — S2 'L �o . G co�' �' M� � � D v w 6x10 D — F 1 0 rn A p # Q ^ � -� I - _ DRO PED � _ _ � _ , r•� � ) 3 - 2x10 + + .- T. O. W. - 101 - 4 � � o �l. . �l. � Q � � , � ��-d � � - T. O. F. 98 - 8 I � - I � � N - - , r� � G' �y . d- r� , � = - - � x B TYP . • T. O. W. 102 0 , L� ( 2) 2 10 � 0 � i � I _ , T. O . W. = 101 - 4 A J N � _ I T. O. F. - 98 - 8 , 2 - 2x12 � � ., cv — J _ � I _ r' � T. O . F. - 98 - 8 _ , - +� ., e � _ _ N _ N 101 10 _ � �L I � 0 0 � � ti � � .- ° B> TYP . TYP . + ° � �. � � � H I 3 I T. O. SLAB � � � `L p � - I _ I B T P . � x r-� . co - 0 � , � � Q . o G o � 1 c� EXTERIOR HEADERS ARE. � I � `l� � � � L �o . � � s2 0 . _ � � � � + — — _ , G � �' 3 2x10 s W 1 2x6 , _ , ,lQ co h - _ 102 0 , � ) � � ) � o _ ��_ � � A TYP . C� RAFTER & M T. O. W. 102 0 I 0 I `,, - M� � , - I A .�`L , r' TRIMMER AND ( 1 ) 2x6 �y I I _ Y T. O. SLAB - F� + < � - T. O. F. - 98 - 8 rn F, LOOKOUT BRG. � � r' „ KING STUD EA. SIDE, TYP . I-�I � � Q _ � � 2 / � I I .. � � � 4 UNLESS NOTED OTHERWISE I r� B TYP . _ . - O THR BOL Q I I � � � � ' � � I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- . . _ . . _ . -� - - � p� � — - = - — - — — = - - - — — — — — � - — — - — - � i ( 3>- 2x � o -1 � �i - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - L — - - - - - - - - - - — - -= — � +� I � 2 +� � � � � � —st. — —I — - — — ---�. — -- — — � � - - - - - - - = - - - - - - - - - - - - - - - - = - = - - - - = - - - - - - rt � i � � � � � - - - - - - - - - - - - - - - - - - - - i P-' ► - - - - - - - - - - - - - - - - - - - - - - - - -► �, �+ � � . � - - i i ii i � i � � i ii � � i - i ., » � - - - -- - -- � W 4 CONCRETE SLAB ON 4 CLEAN � - - - - - - I � I , ( : I I . II � - - - - - - DWL. N CONC. WALLS TO - � � � ) ` GRAVEL BASE ON UNDISTURBED ( E ) 7. o. w. - v. i . F. � �� � � I � � ' I ,. � I � — � I I E W 5 DWLS . x 24 GRADE OR COMPACTED STRUCTUR � � � �-}-- — — — — — — — -- — � � � � � # �� �� AL ( E ) T. O . F. = V. I . F. I _ � � � , � ► T � � I � _ E--, I I EPDXIED INTO 3/4 �x4 FILL PER SOILS ENGINEER . � � , I • (� „ � I B TYP . I-I- - - -� � I --� . �1 ^ I I I HOLES � 12 O. C. AND 2 REINFORCE SLAB WITH I O -- - - - - - -- - - - ( ) � � � � �V I DWLS. IN FTG. , TYP . 6x6 - W1 . 4xW1 . 4 WELDED WIRE FABRIC � � � � � _ _ ( � � � � , „ � � . I — � � -- — — —1 � — _— � I I THROUGHOUT. ` PR OVI D E 1 D E E P � - - - - - - � I I . � SAWN OR TOOLED CONTROL JOINTS I I I � I � I . I I , ,, I - � - - - - - -1 AT 15 - 0 MAXIMUM SPACING EACH � _ J � — � � — — ____ —_ — _- —1 � � I � I � � � � � WAY. I � I � I CONT. 2x12 LEDGER — — - ❑ L= — - - - -� — � � ' I ` � � � — � � � � � � - - - - - - - -� � . w W 3 - LEDGERLOK ` SCREWS � � � � • I J �� ) � I I O� � � � - - - - - - � � � � , 16 O. C. ( INTO EA. EXSTG. - — — — — — — — — — — — = =) , � � � �i I i STUD , TYP . � ( � � I � � I I If � . I � — — — — — — — _: � � — � � - � .- _ — � _� � _� � ( I II � II I � I �( 11 - � I � � � � � — - -- - - - - I � I � � ____-___ — — — _ - -. _. � _ ._y.___ -- � � �-- - - - - - - - - - � I � � � � — � - - - — — � c===== , ; � � � � � � � � � � � �� ,;� ; NEW o 0 _ AREA N � 186 . SF _ � N � Q �- ; � � � ' - - - - - - - - - - - - — '.� � a o - - - - - - - - - - -- - — 03 _ ,� ,, � � ,. I I ,, ,� , � � ' _ ,� m o - ' v , , _ ' '� ' ' '� 4 � . � . . � . � . . i . . , �I � � 2 _ - � y � � � � — — _ � a i — — — , � � . � � � = = k .; . . . . . . . . . ,I ,I , . . � . I . � � � ..� � � � � ,�. � • • I � � ` � ,/— �v . p � � � 3 I � � ' � \ / I — + a o � � � � X I o � Q — �" a „ � UPPER � - � � , , + AREA � . 917 S . F. � — � 4. 0 � sF ; i � � _ �- _ o MqIN � � . � � i i 1315 S . F. EXISTING � � 04 II I � � � 2� _a� � � i � 20 � ,,� o ; � � � � � � � � C..,) � � ; I� II I �� II I �� II I II II I , ; II NEW ► ► � 05 I I . � � AREA �' �ppN � m M z 187 . 35 SF � ' � � � a - NEW � , , � � � � � � � � �, ; � � � � w � i i � � . AREA � 13 . 69 SF " � � �' . . � � . . . . . � . •-y � ,. ._ . . - � . . � . . . � � � � .� � . ZON I NG STATISTICS � ° _ � � � . ° ' � � � � � � �a � ' . , - 1694 MATTERHORN CIR. , FILING 1 , LOT 12 ,� r,.°-, �', MATTERHQRN VILLAGE ►.� � ' PARCEL # 210312312037 Z4NING : PRIMARY / SECONDARY � CLASS 4F WORK: NEW CONSTRUCTION - SINGLE-FAMILY ' , � ZQNING : PRIMARY / SECONDARY RESIDENTIAL � _ � — � � � a � � a � � � � � � � � � � � � � LC)T AREA = . 302 ACRES = 13, 155 SF 1 � SITE COVERAGE : vs � 1 MAXIMUM (20%) OF L�T AREA = 2 ,631 S . F . � EXISTING SITE COVERAGE = 1 , 312 S . F . � NEW SITE COVERAGE = 216 S . F . ° NEW r � TOTAL SITE C�VERAGE = 1 ,528 S . F . � � BUILDING HEIGHT: 25'-2" (33'-0° MAX) � AREA STORIES : 2 STORIES 4� _ 1 14. 01 SF PARKING : 2 SPACES NEW, 2 SPACES EXISTING � � 1 � � � � � , GRFA CALGULATIQNS . � . o � � � � � � E � I S T I N S I T E C aV E RA E � � Ro A a��oWEO : _ � � � � �� � .46 /a LOT AREA < 10 ,000 S . F . — 4 ,600 S . F . 1 � �p �. ; 000 S . F . = 1 , 198 S . F . � , 1 � 3 � 2 S F � .38% LOT AREA c 15, �A � . � ; 1 ' � � TOTAL (NOTTO EXCEED) = 5, 798 S . F . a� �„� � 1 � . _ + � � i 1 EXISTING GRFA. - 2 ,232 S . F . � � o , - - - NEW GRFA: = 201 S . F . � 1 � TQTAL = 2 ,433 S . F . c�i a � � Q `"' '��'' 0 � � � � � i � � � � LANDSCAPE AREA: '�' � ' , _ _ _ � ,� � � LC?T AREA = .302 ACRES = 13 , 155 SF ° 1 � . � � MIN . LANDSCAPE AREA (60%) = 7,893 SQ. FT. y � � e � BLDG FOOTPRINT (NEW+EXIST) = 1 , 513 SQ . FT. � , � QRIVEWAY AREA o = 960 SQ . FT. � (PATI ()S/DECKS = 1 ,U66 SQ . FT. (- 20 /o OF 7 ,893) � -� � � v � a � � - �lo - s � ov � � ao0v - v � � � � � e� � e� � � � � � � 0 �� � � � s � o0 � � os � � � � � � � � � � m� � � � �� ( � TOTAL HARDSCAPE / FC?OTPRINT AREA = 2,473 SQ. FT. � I j I j u � � � � � TOTAL LANDSCAPE AREA (80%) = 10 , 682 SQ . FT. � ; r� � � � � L _. � - - - - - - - - - - - - - - - - - - - - - - ._ � _.._ _ _ _,. J C � t _ ,. _ . _ _._:_._. . _, _ _ _ . ..._ __ _. _. , . . ._ . _ __ . __..--. _._- � _. .�. _ '__ _ � __ _ ._ .._ _ _ _ _ -< _ � � ; ; � ; . � . � , / � � 0 � � ° ./ / ''�"'�a P�. �8051 . 6 � / �eE 8054. 3 � / ' -� � / / O � / // �, / J o oa, pd / J ,o o� y / � 8050. 6 8053.� � � PH � " �y o�o � N .� � � o ^ � / � 1 � / � � X � � � � `O / C� • � m° � ^ � � -���� � � � � � � � � � ° � ,�` � P , �. � �' / � °- Q " 3 �- . � / 8C�49. 4 ` R �4 $�jlef" �j . L� L Q ��fi , � � \Q ` � G <r FOUND PIN W/YELLOW PLASTIC CAP Q � ;y�.}r ,, �� ��v � / V G�� /, � L.S. N0. 17669 � � 4 , � � r. (ELEV. _ � 8056.2') , � G`� �� . Q . ;��f � � .,4 ; >�r,; . . . . . . . � . I/ / �` � . . . . 'rM � .e -� �^' "� 'Sa � iy�y e r � � / ��� F�` ��y� � / 8048. 3 tn : � � / - �;��'�Y" � 5t � . � . � � / �� . � � � � . . . y ��� � 8050.� � w t :,,� / •� � 8046. 1 �, � � � . d NOTES : � � GRAVE� PARKING Y ...s,:. • " • ; '� �,,, 04�. 3 l , ' , . = y 1 ) DATE OF TOPOGRAPHY: 10/ 1 /2003 I . . . -� � .4� - � . . � 5 . � � % / so4s. s �' 1� . 2) BASIS OF ELEVATIONS : SEWER MANHOLE MH0320 , RIM ELEV. = 8047 . 6 ' , INVERT ELEV. = 8036 . 2 ' O � . ' :� , 1r=" / . . � ao4s.3 I . - °� 8047. o DR � Z � 3 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY �°� � . • \ coNCRErE PaN � �,- , �9 DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, I �; \ ( T�icA�) / � 56Z MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS I � . a �'' . •' `� : � . � �� '� � LOT � Z �o��� FROM THE DATE OF CERTIFICATION SHOWN HEREON . I : 8048. 8 �� . � • . �a, '".-�' so47. 3 , a \ /, 0. 302 acRES 4) THE BOUNDARY DIMENSIONS , EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD � / 1694 UPPER MATTERHORN CIRCLE PLAT FOR THE SUBJECT PROPERTY. SEWER MANHOLE 0320 I, � . . � � : / , _. , � � . : RiM E�EV. = so47.s' , �� ' •� , � � ' �, �. , �; � 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. 0 INVERT ELEV. = 8036. 2 ) . ' , _ • rt LI � /°` ^�� � �. � I (BASis oF E�EVarioNS) . . ' • . , � °� � �" � �. �„ 6 ) THE DIMENSIONS OF LOT 12 , PER THE RECORD PLAT OF MATTERHORN VILLAGE, FILING N0 . 1 DO NOT I I • � � �; � MA7HEMATICALLY CLOSE. DIMENSIONS SHOWN HEREON ARE CALCULATED . r �"'� � 8048. 1 ';�, . • . ROCK GARDEN �s \.� � d . . � v� 8047. 8 . . � ' v �' � . , j o6� � � � .� . $ � � � . � , . CURB AND GUTTER �� � � 8048. 3 (TYPICAL) � ' . � Q I ° O . E""� ( � � N. �-I � m I 4 � . -� � rT � `�; CJ1 '� � � � . Fr-.I � o z . LOT 13 � � m � � soso. s � O . . � . . . V . (* . . . . . . . . , . . ( � / ' / FF � /� � i - � / � �j �� � . I , �� � , � ( Q � � � � O . � 8049. 1 C � � �. °`$� � � � �t ""' a�• �� / \ H � < so4s. s RADIUS = 15. 00' o � �� � �. w ^ . , rn � � _ , „ � � . ,� � DELTA - 69"I5 50 � . � � � � � . ARC = 18. 13' \ " . � . O � I � � cPO . � � � CONCRETE WAI.L � 4 TANGENT = 10. 36 ws � (nrPicA�) � � I p5� CHORD = 17. 05' \ �'� � � � $ � � BRG = S27'41 ' 17"W � , � � \ ''_ , � _ � O 8050.5 lat ` Zo�y � . : 5060 6 „ : � 8050.1 � � - • � • O O � r , \ , � ,� �O a r , � . . C�.�..� t `�� - • � \ °�: � ' ' s;. � � T � ` ' ` . � �4 / � O �..■.q ' � Y � - ° .� ` � , `'• � 8061 ..3\ � " ? � � FOUND PIN W/RED PLASTIC CAP � � . . , . � �t,.� � - , " �/ LS. N0. 26626 � � • � ` (ELEV. = 8069. 5') � , �69 .a • . `'' $�' . • . .. �� $Q7�- � , 8051 . 9 /�"' � � � . • ; y ' � . � • • � � � h"�1 Ra�ius = � 52. � s � � � �. . � . � . t ,• R so5i .s DELTA = 21 '23' 15� � �- �a so.5 � , ARG = 56 . 81 ' � N � .".. � TANGENT = 28. 74' �. S�M � �,.. �„� . : x .y'A' � : , EN � , ` CHORD = 56. 48 EP ` � BRG = S17'38'15"E r ,, o �5g ,43' � \ 8053. 6 � o M � � O � , \ � ;/ 51 �.33• �9 � \ , 9�• � - �t 8053. 3 . � • o� . / ` � SHED cr. \ 9 �' � \ � O � SHED °'' s"�� BOTTOM OF ROCK WALL � � � ` 9 ,' � . 8055. 8 l�( 8054. 7 \ ' \ , \ � / � sos4. 7 LOT � � B SURVEYOR ' S CERTIFICATE o \ � �, �, � � � I , SAMUEL H . ECKER , A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE 4 � \ = so5a. 4 �oso. s � OF COLORADO , DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY N � \ � . � so5s.3 � SUPERVISION , AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. � � 8058. 4 � \ \ �'') � \ � �.� � �( 8057. 2 \ � . , � � 0 ; �° � � E��� � �1eE8064. 8 y �,����@a ���, , � 0 � \ . p ------------ -- -- _ N. � �' ' $' --- rZ� r r n�,. � � � W\ � / �i ��� � . � � � � ., . v ; fs , ,� , � , ' - ' ����� J , . sos2. � � SAMUEL H . ECKER , � � � � � � �N � Z , , i � �.. � , � ' \ _ �� ;1 o a \ . h � COLORADO P . L. S . No . 30091 � $ � Q W . ' '.r . : � . rl : � k . ,°? . ... :..r: . _ ` . .. . .. . . . .. .. ' �. . � �;,� ..�. �.,. . � . . . , . t � � FOR AND ON BEHALF OF ����� � �� N��� o o � ( ) � Q os�� / GORE RANGE SURVEYING LLC A, .�� ,��2K1�� ""`� "�' . " ° � FIRE HYDRANT -� SIGN SINGLE POLE �w����� ���� � �,it LIGHT POLE %� TREE (EVERGREEN ) � ti 8062. 2 QS MANHOLE (SEWER) �� TREE (DECIDUOUS) GRAPHIC SCALE � U � N � PH PEDESTAL (PHONE) �, UTILITY POLE �o o s io 20 4o I ,, � \ � � VALVE (WATER) BUILDING/FOUNDATION O - • - • - � - • - • - • - • - � - • - CANIILEVER � ( IN FEET ) - - - - - - - - - - - _ . . _ . . _ . . _ . . _ . . - . . _ EDGE OF GRAVEL PARKING 1 inch = 10 ft �' � � - - - - - DRIVEWAY/EDGE OF ASPHALT ' • PROPERTY LINE � � Z PROPERTY LINE (ADJOINING) \ o U o , _._._._ _ �F..._._. _ _ __ - __ __ : : _ _ -- ____ ,, _ _. _: -� _ ...� - �.� . � -�,�-