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PRJ09-0346 B09-0248.pdf
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I . . . . . . . � L/'� �� . . . . . . . . � � . � . . . � .. . . . . . � . . . . . . . . . . . . . � . � . . � . . . �. . . . . . . . . . . . . � . . . . . . �0 O . . . . . d . . � .. . . : . . � . � . . . � . � � . . . . . . . . . . . . . � . � � � . . . . � . . . � . . � � � � . .. : � � . . � . . � . . . . . � � � . � . � . � I . � . . . . . . . . � .. Q\ . . . . I v N c Q � Q� � � . � J O � �. . � .. . � . . � . . . . . . , . . . . . . . . . . . . . . . . . � . . . . . � . . . . .. . . . . . . . � . . � . � . . . � . Q 1�. . . . . . .,...,..-�- i � � � ; H ' y_ Q O �.. ': ; .�<,.� . . . . . � . . . . . . . . . . . � . . . � . . . � � . . . � . . . � . . . . � � � . . . . �. . � � � . . � � . . . . . . . . � . � � � . � � . . . . . . . .. . . . . . . . . . . . . . . .. . � . . . . . W � . . �. . � `:..i 5 I I I BLACK BEAR LANE . VAIL COLORADO � � � � , _ � ,.� , � � � . � : . . . . . . . . . . . � . . . � . . � � . . . . � . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . J"' . . �. . � . � . . � � : . . . . . . , . . . � � . . . � � � . � . � . . � � . . . . . . . . . . . � . � . � � �� � � � . . . � . . � . . . � . . � . . .. . � . . . � . . . . . . . � . � � . . . . � . . . . . . � � . . � . . . . . . . � . . � . . . . . � . . �� � . � . J O . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . � . � . . . � . . . .. . � . � . . � . . � � . . . . . � . . � � . � � . . . . . . � . � . . � . . . . � . � � � . . ' . . . . . . . . . . . � � . � . � . . �� . �� . � - � . � � . � � . . . . � . . . . . . . . . . . . . . . . . � � . � . . . . . . . . . . . . � . . � . � � . � � . � � � . � . . . � . . � . . . . . . . . . . . . . . . . . . . . . . I . . . . . • _ . . � . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . ."°; . . . . • � . . . . . . � . . . . � � . . • � . . . . . . . . . � . . . : . . . . . � • � . . . . . . � � � . � . ♦ � � . . . . . � . � . . � . . . . . . . . . . E ERAL N TE PRO E T TEAM . PR E WI -� o � �.��=� � G N O S . J C OJ CT SUMMARY. DRA NG INDEX. Q , . � � . . . . � . . . . . . . . . . . . . � . � � . . . � . � . . . . . . � . . . . � � � � . . . . . � . � � . . � . . . . . � . . . . �. . . . � . . . . .. . . . . . . . . . . . . V . W . . . . . � . . . . . . � . . � . � � . . . � . � . . � . � . . . . . . . . . � � . � . � . . � . . � . � . � � � � . . � . . . . . . . . . . . . . . . . . � . . . � � . � � _ - . I DO NOT SCALE DRAWINGS. i z ,. � ARCHITECT CODE: CIVIL o . . . . . . � . . � � . . . .. . . � . . . . � . . . . . . . . � . . � . . . . . . . .� � . . . � � � � � � � � � � . � � . � .� � .. . � . . . . . . . . . . . . . � .. . . . . . . . . : . � . . . � . � . . J � � � . � i 2. VERIFY AL� DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIORTO BEGINNWG ANY INTERNATIONAL BUILDING CODE C OO I IMPROVEMENT LOCATION CERTIFICATE � � WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR i W K. H . WEBB ARCHITECTS P. C . , 2003 , � DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. , 710 WEST LIONSHEAD CIR. , SUITE A ARCHITECTURA� I o _� �- 3 . AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN VAI L, CO H I 6S7 • A OO I SITE PLAN I ZONING . � APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTWUES IN THESE PARTICULAR : PH . 970.477. 2990 TWO FAMILY RESIDENTIAL DISTRICT A t?02 ' � RFa ca�cu �aTioNS AN � zoNirvc aNa�YSis � ` AREAS. FX. 97� .477. 2965 l� � � � MAIN LEVEL FLOOR PLAN � 4. PLAN DIMENSIONS ARE TO FACE OF STUD CENTERLINE OF STEEL TIMBE STUD COLUMNS OR . � � � � michael khwebb. COt71 • l� 2 � � EXISTING EXTERIOR ELEVATIONS AND DETAILS ; S D SECTIONANDELEVATIONDIMENSIONSARE � OCCUPANCY CLASSIFICATION . FACE OF CONCRETE UNLESS OTHERWI E NOTE . p CONTACTS: _ A ZOZ PROPOSED EXTERIOR ELEVATIONS AND DETAILS j TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES R BEAMS UNLESS , G RO U P R 3 OTHERWISE NOTED. ; KYLE H . WEBB A 3O I BUILDING SECTIONS AND DETAILS ; � � OC G IN S UD WALLSAND CEILINGS. LOCATIONS WCLUDE MICHAEL CURRENT _ , 5. PROVIDE ALL NECESSARY BL KIN T BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET • ACCESSORIES, CABINETRY, COUNTERTOPS, SHELYES, CLOSET RODS AND FALSE BEAMS. � GENERAL CONTRACTOR � _ � : 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR ( TYQES. � � NEDBO CONSTRUCTION � � P B X 419 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR . O . O 3 WINDOW TYPES. � VAIL, CO 81658 , , , 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR PH . 970 . 845 . I OO I , i , �°~ SYM BO LS . , _ AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. FX. 970 . 845 . 9979 I �`" . i � CONTACT. � � 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR I : FOR CONSTRUCTION OF ANY ASPECT OF THE PRO ECT, THEY SHALL IMMEDIATELY NOTIFY THE ROLLIE KIESBO I � J 1 � ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY a4. 00 a4. 1 a N THE PRO ECT. � � i J �, �, Section Cut Reference Detail Area Reference } � : . , - STRUCTURAL ENGINEER � �CQ 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES I �'r ,� ., `� � � . AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE KRM CONSU LTANTS, INC . � I �'� �+ U IFORM BUILDING CODE 1997 EDITION. COMPLIANCE IS MANDATORY. THE CONSTRUCTION E�: o'- o" ' �ry- ��``°°�` ° � i,� t,� PO �OX 4572 ,��..� N .�3. 0 � �' � � � � tti T �� 6='i . � DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES ��* i � p � VAIL C0 81658 , ,f.�;� , , . INCLUDWG IN UBC AND ALL LOCAL AND REGIONAL CODES. � ''�' V Y � � � Elevation Reference Elevation Symbol ,� `:� � � `�: � PH . 970 . 949 . 939I .,�, „-�x� , � � �, I I . THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND �.�'" ' . ! "� � FX. 970 . 949 . I 577 , , �.�.t .; �, OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING, NOTCHWG , OR �.- � � A4. 1A A- 2A � � DRILLING OF ANY CAST- IN -PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER NT . r�'° I CO ACT. �x , STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE � - - ' '�- " . . . . -t- M t� 1� � t� � M � fi Y . . . . . . . . � . 1 � 1 ' I f-i E I V i V U 1 " 1 , Detail Cut Reference Large Area Detail Reference �? � CONSTRUCTION. � - , � , _ �r �� , : � I . . . . . . . . . . . . . . � . . . . . . . � . . . . . . . . � . . . . . . . . . . . � . � 'hµ.� . . . .. � . . . . . . � I � . . . . � . . . � . . . .. O L VE IFY ALL EXISTING GRADES AND SCALE OUT THE � � �� `' , i 12. THE GENERAL CONTRACT R SHA L R . r �. M4 Q 17J3111999 ,a , �, � � g BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE �h,-�= + � ` � "� I ,, . � WORK. �xh.. �, . �� =��. � _ � � �:: � ¢� Revision Cloud Revision Symbol ,�' �� ;.�, . : � .." ' � ; � 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WWTER CONDITIONS, ROOF & DECK �` �' � r:. �I � , SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL � �`"" = <- . � � . PROBLEMS WITH THESE SURFACES. � � � � � �l' -��, `- �, � � 0 0 � , � W � 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN ��� � ." � „� � � � . , APPROVAL. Grid Bubble Material Tag � Q , �,�. ,� ` V . . ,. , _ �, t� � _ �, �l� . :� . . � � '� �� ' � � � 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR � � W Z . � . . � . � . . � . � . . . . . . . . . . . ' . � � � . . . . . . . . � . . . . . . .. . . . . . . . . � � � `:�. � . . � � �. �� .. . . � . . � � . . . . � . � . . � . � � � . . . . � � � � . . . AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, a, ,/� - O '�;�' r �' � EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE �, � � � � , ,�, � � W � � , INDUSTRY. ,, _ : 4�� ; . . � � ', � � � � r � m i; . . . . . . . - - ,�a. � � , . � � . � . . . . i . � . . . . . . . . � . � . . . . . . � . . . . . � . . � � � .. . . . . . . . � . . . . . . . . . . . . . . . . . . . `= � � . .;,=a.X� . '.. � � � . . . � � . � � �, � . . � . . . � � . . . . . . . . � � � : � . . � � Y O . . .. � . . . . 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE , 1 - � v V � • � , � SETBACKS WITHOUT CREATWG EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY P RO ECT LO �AT I O N . � �`� `` �. � i � _j DISCREPANCIES. � , �,x� � � m _ �, ,,,. ; � (,.,, Q � ; - .�.� . � _ _ , �;:; , �,�� t - - � ; _ � , ; � . ,:,. �,.: �� , �,, . r �� _,�� , � � � � ,. . ,, . . . . :. .:::: � . ,�:, . ,: � ..,: .__ . �w� ,. ,,,: r4�4 ti „ . :.-� �:� . :a,,, i � ,.. �t,��. . . . . � � . . . -.:�: �: . . ;�r �. . . I � .... � :. .._ . . � ,,. .,..i�r ..:: u t .. .. . ..:: , . . . � . . ..n.. : � �L�' i _ .. . . . . . . . . i ' . . i �.ii_: . hl �,�. . .,w 1 , �.�::r :� x; ..,, . . . . . . . . . . . . . . . . . . , , . . , ;. i , ' :' '. I � :.� . ..n. ..... :i . . _, �I'� ...... .. . ai � .. � . . . . . . . . . . . � � . . . . . . . . . . . . .. . _� I : . .;,.:_ -_:rii (I� ..I� :A , : s .:u'� �I F Ai"' fi., p^ �: :.I u 1 ":. . . . . . . . . . . . .. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING J . � „, �. ,, , ,. , � , �r , , , . � , ,_; , � ,r. ., ;, ,,. , : �.;.~ � V1 . � . . . � . . . . . . � . . . . � � i �,�,,i1i ;..i i -u �, � ,i� _; . . :I. „4� :� �k � . � : 1.i .:^,. u : � , • k� .i . -� �� � . . � ^-�. . . . . . . . . . . . .. . . . . ., _ . . . � . � . � . � � � : � . . � . . � . � . . . .. . . . � , If �., �.1. .n . :;; � �w: �� � .. .���' i: .:.: i � ����: ��ih�I � I�pI,� ^� _: : i, .: _ . ,,_ , . . . . / ,� ,.,, . . . . . . . . , . . .. . : . � . . . : - -. . . . . . . � .a`";..x . . . . . . . . . . i � F� .: � . r ,q. �sl,... n � �A �. :nQ , .. .. .:�. . .:, � �. . I.�.. I� . . . . . . . . . . . . . . . . . . .. . . . . , �. ... .I. . I .. . :. £^ ...�h�.. .. I h f. . . . .. �ry�l���l.i� . . �_ . . . . . . . . . . . � I .'. . � � ,.� :.. . � . .. . .F. .. . .� �I . : .i , el . �. ,�,I.,I,. . . . . � .c :..� . . . . . . . . . . . .. . . . 9 . :_ I . . . . � ..l .I ... ,v� ..:,.. . r. _ .� o . . �i.. l .... . . . . w. . ._::',.._: .. . . . f .. . . . . � . . . . . .. I . :: . . � .::.jYI � �.�I, .. � .�'„A . :,. :. In:. .r.:�F_ . ���I��y. . ul�:�,. \ . . . . . . . �. . . � . . r . ._ . . . . I � . . . . � , UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION �, i � , � . ,.�. � , � 1 ,,: . .� : � � . . � . . � . . .. . . . . I . :��I . M . I ' � � ` 5 '� ��I' , `• "'- �� „�� . . . � (li. . i., �. f4; � . . . � � . . . . . . . . . �"a. � . . . . . . . . . . . . � . . . . . . . � . . � � . . . � � . . . . . . � . . . . . ';.'�i"; � ,,. . :..:, . ,... � .,:�rP . o- Yt� �� :.. . . .::., .:�: , � ,. N . ,- � . . .,, ..,, II � :d,,. . . . . . . � � . . �. . � � . � . . . . . . . "`*0���•�� . . . . � . . � . . . � � , � � . . � . � . . . � . . . . . . . ,,. f :��,1 � . „�p 7� ;,i ., ::. itr, � :� • ,,. _ . N-. �:{:, �;:. �._ . ,uJ��4�,�1���i4,�,�,ld,u6l�. . . . . . . . - . . . �,:. . . . ,. . . � � „" . . . . . . . . . . . . . .. IMPACTS TO THE SITE , � ; .. . , , N� ,;,� , .:. � � : r� r���,;�, , �,. W . . . . . . . . . ,, �.,� �i ,�.. . ..�i 9 � ;:: i rr�� r� ,.,u. �; . .,; u �6i �- , J +�a . . � � . . . . �. . w., . . . . . �. . . . . . . . . . . � . . � . . . . . . . . . . . �. il� -���r � ,:, � , -::, . . . . - . . . . . . . . . . . . . , � . . . � � . . . . ,. . . . . . . . . . ' i � ,. .. � . � . �: :�ue,r i .,8 � ,. ^�� i �v � , � z. . � ( . ... . �... . .. . . . . . . . . . .. � ; ta ,�,� � �a,. � n . i �,r � t� , .. ' ' � T, � � . � . . . . . . . . . . . . . � . . . :,,. i .. ,,.., . , 4 �. i. !ii�. n °�.a,�,� ,:�; f �;'�t'§ i . N. �_, � ih�'�,.� �. \ � 1 . . . . . . . . .�.;_ . . .. .F°"!.�.: . . . . . . . . . . . . . . . . . . d `- . . . . . � .. I ,� i���i:, _� � �. � ;:�. .. , �',:.�. �d�x.:� . � �. � . � . . . . . . . . . . . . N . . . . . . . . . . , "%i:�.�: n. ::. .i.,,,,i, :, . . . ..�. ��... :�, �, r r. i i ir ....: � f a'..: . . . . � . . . . -';;. . . . . �� . . . s'�',. . . . . . . . . . I I I , � � ,. : .-e.. " . . . . . . . . . . . . � ,,: , il I . i I- ... li�,,,i, . � i . � i � , ,.;;. � .{ r.:i�. �.,: iN . �., ,� - �y� ,:,�., . � _ . . . . . . . . . � � . . �a; . � . . . . . .K . .. . . . . . . . . . . . . . . . I �. ) ! � .:.. . � ".n : :, . . �., �� :�... I .:�1144 � ' . . . . . . . . . . . . . . . . . . � � . �' 11 J: 1.9t I II�' e', . � \�.� . .,:.,. � ;`.,. ;e� :,' � - 'i�l , I .....�. . . . . . . . . . � . . . . . . 1II��IjI...:.. "' -:�:�: -- ':�Iil ' I, ':�,: . y : �I � �':,. ..ui �� . . . . . . . . . . . . . . . . � . . . . . . . . �/ � .. �I,u .�.:. i �L ,� � � �. ._. " ,.. � .��. � . J .:J� � ::, �.: .,::� � . . . �. . . . . . . . i , �i i. . ... �i:. �I �I I I I:. .: ::, � - :, ..:a. ., , � :.:� I .�,.. . . . . . . . . . . . . . . . . _:: � . . . . . � .:.;., �: . . . . � . . . . . . . . . . � ' . . . 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE �,, ty ; ,, ,i , ,,� „ . ,: � i::;:i ,r �y ,� �._, , _ ; ��i , ;u) i , � ,, , ,; , , i . . �! ,i � .. , � � _ ,� r `L �F� � W�� �, � . , � �� ,I�� � ; I ,::,.I,::. t�!,h.� a� . n ;�:- ,I �� _. : 1 M . . . . . 1, i. . I . ., i I�:,::. . i . . . . . . . . .. . � . . . . . . . o- �� ii �., . I �:_ i -, .:_ . ':: i . . . II _:;.. .:. - - � . $��: .r� .., � � ,,:.,- . .. . . . . . . . . . . . . . . . . . . . . . . . . .. � ::� . :. :. � :� � �. I , . . :� .i , � .. , i- ....... .,� :. .�. �, .. g . .,, ,I� r : :,. . . . . . . � � -'� � . . . � . . , . . i;. ,., I _,. . ,: . :�I , � � . . .. :, .: . �a, „I� :.. .: ,�i ,._: ,li __.� � � "-ir . i„ - i .:�. .� ., .., . c[� � r,, ... . . . . . � . . . . . . . . . . . . . . i .. ., ... I. i, � . .., ,,, .. -. .. ..:..,. . . . . . - . . . . . U ES TO P O CT ALL EG TION BEYOND THE LIMITS OF EXCAVATION. ALL ,,. .. � 9 i,i . . . ,,. �, : �,a . .. _ _ .. , . ,,,. , i�ir ADEQUATE MEAS R R TE V ETA ,:.i 4 ,�„ , i . � , ,_ �:., � ..�,��_ , :�:r ,_.� � . ��„ . r�: .,. y� :�, k� � � � �K� , � � ,..: � ,, ,. � ��,,�.� , � , �� .,_� �� , � ...�, ,� I � , �..����,� �,�.� ,:. � ,,_, , , , �r �. , � '�? �, _ � _. ,. �. ,, ,,, � , , . - � a � � ., ., , , . , , � M , m , .; i r , u� ��:..�, ,i �. ,., : � � ,r , , :.. , : , � :.�,. , � , „1 ,,,�: �,.. _ , � � � �: „ ::;. - - � , ... i� :, ,,.��� �„ � �,V �,� . . �,.; „ ,: ,r ._ , - : ,,_ � AREAS OF DISTURBANCE SHALL BE RE VEGETATED TO BLEND WITH THE NON DISTURBED ,,,,N;. , � , �� � , �,ru�� '� , , , . , , ,..;;.. : ,� :.;,, ������., , , _ I� i;�., �. , , �u � �� � � � I,)i� �:, , , . . . . . . . j �I,II bii�l��^ Il�:�: i:.: � {I��i) ,�i:: ' I' I I ,L .� . �I�i'�il � �; F� � �- . . � . . . . . . . , . . . . . . . � . . . . . � . . � . �u �-.., � �. ;:'. tb� ' �� .._„ .. . . . � . � I �•:: r . �I� +r� i i . � . o- :,h� n � : .,. u . . ,= i �. �,. _^ �, �ry- !�.: � � . � . . . . . . . . . . . . . . . . . . . . . . - . . . . . . : :�� . .�ry.. �u �.�,,, . . i I.. . . . . . . . . . . .�i ... .. � , , ,.� �,� . d. , i�:. . - �� �.� .,..� i I�.;-�, .: i::: ,:. �. � , .,� . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . ..,..i ., _. . . .,. � � �. � .. .::.� i„ . . . .. . ..... . . .,�. . ! . . .. �i . u . �. i � i .. il i. . �. i.l.l.� .... . . . . �. , : i,�n _. . 'N -a::. . . � . . . . . . . . . . � . . .� . i. . � , .... . � .... . . ......� . ���i . .. :. ..__ .. : °•:i: ..�Y,;���. . . . . . . . � `:..� . ' ` . . . . . . . . . . . . . . i. .� �, . �,. .. ,� .. I u ... i �...�. .. . . -. . .,.�r_ .i�� ii ::::. . .u_ . ., ._i.. _ . . LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE VEGETATED TO BLEND i, . ,.ii � , � �, � _ � - , , _ _ „�_ � I .� , , 4, I, � ,,: . - �� ,,I.:I.� 1 ,._-,�.��. � � i ;u i �i i �,:,. ��- - �- . i . I :,� ,,. a... ii � : ...::. . a.,: . . . ' :.,�,;»;� , . ' '� . . . . . � . . . . . . . . . . � . . ��: � ru.� . ... �w , . . Ih. � . ,.. .. � � :�' ::� . � _;'. .: ':,.�:. � .. . . . . . . . . . � . _ . • � . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . .) ' ., . .�:i:�. : .� t�i.,. -.� ,� tl.. .. _��x ..:�: .:, . .. .. i �,' , - . . . . . . . � . ^s�..,_ . . y,`..,�: . . . . . . . . . . . . . . . . . . . . ' , I �. ,;:.. . . +,u � �I,;; .,::, . ��', - :; ,.� . W � f , ,: i-.::� � . .;:�, � � . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . _ I� ��. � �,� , ,,, � � � WITH THE NON DISTURBED LANDSCAPE. � ' � I, �r � .;. . ';_ ;, ; � ;,, ' --�- ,��� ,.� ;;. - ` I .��� � I �� � C � �� }!y, I � ,: � . . . � � . . � � . � � . . � � � . . � . . . . . . . . . . :� ;I� ::: I � � 1 '7 �{ i;..,,,, � �,,i , : N �,. i i. � ik�i � p . . . . . . . . . � � . � . . . � . � � � . � . . . � . . . . . . . . . � � . . . � � . . . . . . . . . . ,. >>.:>y . ... � � � � rylyy ��4� ,.. N �' , � C !!'!i'� !,., � . i � � .,,:, !� � r � i � ( ... i , ,. ,,�� � ., � � ��� ��� � ,,, � Tawn af 1/��I 19. THE SOILS REPORT IS AVAILABLE FROM OWNERS SOILS ENGINEER. , �:: i! �� iR"'� . ;, � �',r� � i � pui,� , �: ,: . 1� � ry� „� � '. ! � ` ' � _ ��,. i '. � . . � � � . � � . . � . . . � . . � . . . . � . . . . � .. . . . . . .� ) .,.. 4X li . "�� .,I.:� I �I��� � �,e: �W c� :IS; :i �:. yl€ IS .h �:.� : . . � . � - . . . � . . . . . � . . . . . . . � . . . . . . . . . � � . . . . � � � � � � . . . . . � . . � � . . . �. � , �u �,. �PI!I �I � �� �y u � , �% . ,� ,, . ,:� � �I, i ' � _ , „��I , 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE � , I i � , � . � �� 51 l 1 B LAC K �FI . �. . . . . . . . . . . . . . . . � � � � � . . i �,, I. �„,: ii���I 1,,, s�` � � ..... .,;�� k.�, ,. `' ` :. � � . . . . � - � � . . � . . . . �� � � . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . � � . � . . .. . � � � . . . ��.. ' L I CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR � �� I , ; ; ��� . . : �' �' • , '� �u :: �y i , .I, ��,� �I 'p .�. * � , �� . : �rti LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT. �� ��,, ;. B EAR � N E � �.� ,r ;,, , , � , , � � �; � �, � � , , , (��:, , � � ,„; �,;;� � � ; �'a' , , �� ��h �� p , � :: � ,�„i. , � �� ,.; ,�p , ,: �, d�'�y �' E.s „� ; . � , � .; , ,,.;�„ i �i r , ,, ; .; $ ,. � . N. , ,,��u � �, � : ,� �_ , P R 4 E C T : : nI�� � _ � . �, � � J � . . . . . . . � . . . . � . . . � � . . . . � . � . . � . � 41�w II� „ I��nI� .�� „ ... , . {N . ;::�. � � . � � . � � . . . . . . . . . . � . . . . . . . . � . . . . . . . . . . . . . . . � . . � . . . . � . . . . . . . . . � . . . . ��11 . ._ . � "K ' 2 ' � � j 's� 'II � ,.. . . . . . . � . . . � � . . �. . . � . . � . � . . � . . . . . . . . . . . . . . I . . ' . . . . . . . . � . . : . . . . . . . � . . � . . . � � . � . � £�I.� � . "�.. I��� � - � I � L �. . . � � �,�:._ .... : .rv '' ,". . . . . . . . . . . . . . . � . . . . . . . � . . � . . . . . � . . • � .. . . . � .. � � � �� � � , � ���:,��i� ,��� �y ; � � D R A W N B Y . WMC ,,,,� �, , �, ,, ,; , . � �� ���/'E � � . . . � � . . . . . . . . . . . . . � � . .. . . . a -' � I . ;�c:i i u . d�i ;Ili � i :� - .:: . � I ,.V!,J,� , S!�LF N . . . � . . � .. . � . .. . . . . . . . . . . . . . . � � . . . . . �. . . . . . . � . . . . � . . . . � . � � � . . . � . . . . . . . . . . . . . . .,,ni ; �; y:i �lilii � � , . , u Ili��i�l . , � � . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . � . ' � , � ,�I,:., �� :, � ; � � � •� ,' Communit D . „� � i , ; 4 ; r, , � �,, , � . . Y evelo „ �� � �;� ��, , , �., ,, , � � . � . . ment De artmen D A T E . 08.31 .09 ,;;��,� � , � ! � �, . R . t Build�n Sa �� � .:,.� � : � � �.,: ..: ; � . f TO�t OF g et anc�'ins r�: � �,�,�' : �r, ,, . ;;I : a , .,,. � Y e i�� � �L Y p c#�on Se�voces I �. , . ��� � .,; ; .�, � � � . , . . . . . . 1W ' . ...;:. ', �.. ���:., .,p� . �:: ;: . . . . . . . . . . . . . . . . . .i: �.� : .. . . . . . . . . . . . . . . . . . . . . � .li 1 - I l ! � I „ �. , . n ,� : i ;., � . :: � . . . . � � . � � . . � . � . . . . . . .. . . . . . . . . . . . � . . . � . . � � . � . . . . . � . . . . . � . . . � . � . . . . . . . � . . ' � . � � . � � � ,n '' .:.. ' !, i'� . ..:: I '. _. I, ' !. .� _:�..,, . . . . . . . . � � � . � . . � . . � . � . . . � . . . . . . . P.�Q� � . . . � . . . . . . . . . � . . i �� a 3 ; � . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . � . .. . . � � . . . � � � - ' .. � ' Ili i .��i r�. � � .. : . 4 . � � . . . . . . . . . . . . . . . . . . . . . . . , � . . . . . . . . . . � . � . . . . . � . . . . . ' �' ��i ' ;�: �i' :�� . . . . . . . • . . .. . . . . . . . . � � i � ° � . . . . . . . . . . � � . . . . . . . . � . , . ���� „ �. �. � REVI510NS : � �... � , � , n#srnafion , ,�,,, � „ � � �: ..� . ai ��, . „ � r � �. ., , ;.. , . . Cod . ildmg Cod�:ilntema • � � „ . t!nna� Res�dent�al � , �� ,,� . � „ ;; � i , � ,. � � e Validity of permit. Th� i . � � ,� ����, �� . � w , , ,. " .. , ssu�nce or r not be . g �ntm of a er � ��,.�: ;:� , , � �,,, . , , cons r 9 m�t sh � , , , � , ,,,: � , . � � ;; t ued #o be a p , ail � , , ,: ;: ��,. , , , . . permit far or i � � . . << � an . , an approval of an v �' ; ,. ,� ;�, � ,. , , ,:: ,:. __� � . Y of the provisions , Y iala .ion of , , � . of th� s c F 0 � e � urisd�ctio • . or of any other ordinance of . . . . . . . . . . . . . � � . . � � � � . � � . � � � �� .. :.�.��� ':. . , .. � yy� ..: r ... ..r� I!` p_. �i� �;:. �� i: ! .. . � . . . . . : . . . . . . . . . � � . � . � . : �. � . . . .. . . � . . . . � . . . . . . � . . . . . . . , ., the � , ,. � �:r ;� � � ° +�4 «�,��� � � .;: ,,�, �,. 1 , n. 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I �. . � . � . � � . . . ,. . . . . . . . . . . . . . . . . � � . � � ... � � � . � . � � . . . � . � � � � . . . � . . � . . . � � . . . � . . . . . . . . . . . . . . . . . . . � � . . � � . � . � . . . . . . � . � . . . � . � � . . . . � � � � . � . . . �. � . . : �;�, w � � � � . . � . . . � . . . . . . � � . . � . � � . � . . . . . � � � � . . . . � . . . � . . . . . � � . . . . . . . �.. �... .. ,�. .. � ' w �`., . , �� � � � , ► » NOTES : - ' ^ 1 = 11645 13 B V�1C K B EAR � l 1 } DATE OF SURVEY: 2/ 19/98 LANE ( 50 R . O . R = 3o . o0 ` W • / 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR L = 6 � . � 3 EASEMENTS OF RECORD, ENCUMBRANCES. RESTRICTIVE COVENANTS , OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE LC = rJ � . O9 AND CUfZRENT TITLE SEARCH MAY DISCLOSE. EDGE OF PAVEMENT ' : » � CB = N 7O � 7 Z3 E 3 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY ' �, _, _„_ _ } LEGAL \ � � '� � ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS � � -' � � ` AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY , � --' � � ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE _ _ _, ,._. _.— � �' '� � � THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN — —' — � HEREON . _' - - - - - - - — � � . • . � � 4) 2. d OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST --_'__— . � BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. _--�— � . � — � � 5� BASIS OF ELEVATION : S. COR. LOT 1 , FND. P&C L.S. # 2183, '� � �----'"�--_ � ELEV. : 8581 . 1 TOP OF CAP. FROM SAN . SEWER ASBUILTS SCALE : 1 = 10 � c > � 6) BASIS OF PROPERTY LINE LOCATION : S . COR LOT 1 , FND. P&C LS .# 2183, .�--''�- � � E. COR LOT 1 , FND. P&C LS. # 5933 ACTIVE DITCH LWE � 7) N0 DRIVE AT TIME OF SURVEY. _ � : » \ 8 2 FLOOR BUILDING UNDER CONSTRUCTIQN AT TIME OF SURVEY. I 70 45 14 ) R = "rJO . UO 2 DIMENSIONS & TIES ARE TO PLYWOOD SHEATHING _ p� � 9) POSTED ST. ADDRESS: 51 11 BLACK BEAR IANE L - 61 . 74 � . _ � LC = 57 : 90 � � _ a , ,, ,, � � CB — N 47 17 23 E , O � � � \ ° � � ; �� � � � — � � � , � / � . � / � � r / 10 .0 . 0 1 . . . . . . � - . � . . . � . . . . . � . . � . � � . � . � � . . . . � . � . . . . � . . . . . . / � . . . � . . . . � . � . . . � . . � . . . . � . 1r�. . . . . . . . . � . � . . . . . . . . . . . . . � . . . . � . . . . � . : . � . 5� ��. / '� 'R`� r � � / y �o � � � � �. � � � � , / s . . .0 20. 0 � ? � I 20.� / •o , /BLD. —_.�. .o � ' OVRHNG. y6 I � � � 20 6� I �, � -� ' �. �- � � � � � � � � � LOT 5 i � � �� - PEAK , � _ /�r� O ELEV.:8604.5 •� (n ' / /� — . — � ti� � . — o 24.5 ry � I � / � BUILDING °' x ToP oF � � � LOT � PLYWOOD FLOOR �� I 24.8 � SETBACK 5.0 1 Z:020 Sq . Ft. ' FIRST. �tvEL . � � 15. 0 E�EV..sS�s.a ' ., (.}l � � � �'� I � I z � / �y � � � .. / � •o o� � (O a — � PEAK � '�1 � I ("rI I N / ' ' N ELEV.:8603.0 BLD. A� • e X GARAGE SLAB / . ' � / E�EV.:ss�s.s s.� OVRHNG. / I � / / ` � BLD . / I �I � � / � � � � OVRHNG. N / ' - - - � `� / � I p � � i 24.4 _. 4.6 � � � I . 0 O / � 1 .3 � 1 .3 � .. � UTIUTY & — - — I �' / DRAINAGE . _ _ ' — . _ — I �n I � � I • EASEMENT � — — � — — — __?j°�I — — _ . _ ____ _ ` Q RET. WALL / — - � . � � � 15.0 �/ -- -_.__ 16.8 � �_ � �_ ----�_. �_ I FOUND PLAIN ---' No . 5 REBAR � — .._ _ I FOUND PIN & CAP � 5 ' � LS . No. 2183 IMPROVEMENT LOCATION CERTIFICATE S '47� '48 ' .� � E��v. = s5s , . , � 3 � W — 162 . 9 9 TOP OF MONUMENT ( � � ) I hereby certify that this Improvement Location Certificate was prepared , for NEDBO Construction , that it is not a land survey plat or improvement , � L �T 4 surve lat , and that it is not to be relied u on for establishment of fence ' I Y P P > FOUND PIN & CAP building or other future improvement lines. LS. No. 5933 L�T 3 I further certif that the im rove • ' y p ments on the above descnbed parcel on ; this date, 2/19 /98, except utility connections, are entirely within the � boundaries of the arcel , exce t as shown , that there are no encroachments L�T 2 P p IMPROVEMENT LOCATION CERTIFICATE upon the described premises by improvements on any adjoining premises, �/ except as indicated , and that there is no apparent evidence or sign of anY L � T � BL � Ct1 2 easemsnt crossing or burdening any part of said parcel , except as noted . ' � GORE CREEK SUBDIVISICJN ----------------------- i - Stan Hogfe� dt TOWN OF VAI L coo � 41199 HIGHWAY 6 & 24, EAGLE— VAIL I r P . O. BOX 1230 Co o ado P . LS. 26598 EDWARDS, C0. 81632 UPDATE KRISTIN MCNELLIS 2 19 98 EAGLE COUNTY� COLORADO . (303)949- 1406 Date: ------------ / / KRISTIN MCNELLIS 12/9/97 � � � NO . q-� 3 .� �, � ,. t °t n � � �., � �o �.r+ _ �o , . . � . . . . �. � . . � . � . . . . . . . . � . � . . . . � � � . . .� � . : � � . . :. . � . . . � . . � � . � . � .. . � . � . . . . . . � � . : . � . . : � � � � � . . . . � � . . � . . . . . .. . . . � . . . . . � . . � . . . . . . . . . . . . . . �. . � . . . . . . . � . .. . . � . . . . � . . . � . 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DATE : 08.31 .04 LOWER LEVEL = 105sf TOTAL WALL SURFACE AREA = 1613sf MAIN L = EVEL 1500sf + 15sf GARAGE R E V I S I O N S : UPPER STORY = 1700SF + 12sf EHU AREA BELOW GRADE = 1504sf TOTAL = 3 , 332sf PERCENT BELOW GRAD = ° _ ' E 93 /o DEDUCTION EHU = 512sf * DOES NOT INCLUDE 300sf TOTAL FLOOR AREA = 1 , 500sf * . 07 = 105sf GARAGE 105sf OF GRFA FOR LOWER LEVEL GRFA CA ICULATIONS BASEMENT WALL DEDUCTIONS 1 1/8 ° = 1 '-0 ° � ; � IT ,.. , j, ,_,�-,°° °` � i � y � . . . . � � � � � . � . . � . . . . . . � � . � / � . � . . . � . . . � . . . . I . . . . . � . . � � . . � � . I . . . . . . � � � . . . � . . . . . . .. . . � GENERAL ELECTRI AL . � ( i i � � C NOTES . i / � � � / i , ,� � � � � � � 1 . ALL ELECTRICAL, DATA, AND PHONE � � . . � i % � - - - - - - - - - - - - - - - - - - - - - - - � o � OUTLET RECEPTACLES TO REMAIN IN A i A � / i , � , �-' ^ AREAS UNAFFECTED BY REMODEL. NEW i � I \ / i i -Z . �v- TL / � I / i /` � � ° OU ETS AS SHOWN . , i ( \ � / i ,% i • � � i � \ / � '� c" , i . . 2 . TYPICAL COLOR OF OUTLETS, / i ( \ � / i i Q o SWITCHES, AND COVERS ( LUTRON - � � \ I / � � -�" °` ARCHITECTURAL MATTE : , i � / i i �, i'"'" N � A I I ( � I = 1� BISQUIT ( BI ) - DRYWALL LOCATIONS / � � � i � � � BROWN ( BR) - STONE & NATURAL i ( \ ( / i i , o WOOD LOCATIONS, VFY. � � � � i i _ -�- � � / \ � / � � � - - . � cvc +aa \ / - - - - - � NEW ROOF, 300 # f. — � - - - - - 3 . POWER AND LIGHTING bISTRIBUTION � - - - - - - - - - - � � ASPHALT SHINGLES � TO FOLLOW REQUIREMENTS PER 2003 I I i TO MATCH EXISTING �� � °Q IRC / � ( i � v . . . � I — — — — — — — — — — — — — — — - — — - i � a � � i � z 4 . ELECTRICAL WALK-THRU IS REQUIRED / � � : i � WITH ARCHITECT AT ROUGH - IN , i � a � � 7 : 12 W 6 . VERIFY HEIGHTS OF RECEPTACLES FOR i ?� / - - - - - - - - - - - i TVs WITHJNTERIOR ELEVATIONS � — — — — — — — — — — — — i NEW ROOF EXISTING ROOF ° � i CO- PLANAR W/EXTG � ^ - - - - - - - - - - - - � ADJACENT ROOF -t-v s�, r - - - 4 3 3 +vFV Q i i � i � ; , � EXTEND EXISTING RIDGE + 8, 605J5 / E � � ' � • ' i R FRID _ � A A � i 00 GES - - - i O o � . / � � LIGHTING SYMBO�S / ��/ � � i � i .-\ i 7 : 17 i p� RECESSED CAN LIGHT: � � i EXISTING EXTENT A�J ADJUSTABLE &JOR SLOPED SPbT TRIM �— - a - � � �C'` i i OF ROOF I � r� ' • - _ - _ _ _ - - J � � I _ - - - _ - - - - � . . . . _ _ _� _ � � . . . . I . . . . . . . . . . . . . . . . . . . Q RECESSED LENSED SHOWER LqGHT .l� \ - - - - - � � � �' - - - - - - - i , � WALL MOUNTED TELEPHONE O TLET A A - - - - .�� i 7 : 12 ` � - - - - - - i - - - - � � � � COMBO . DATA/TELEPHONE OUTL T - - - - - i � � ' ( - � i - - _ , TV 2 RG6 COAXIAL I - - - - - - - - - �,J i ,/ ❑ � i � � SWITCH - - - - - i � � ` - - - - - - - - � � - - - - - - - - - - - - \ � � E E - - - - - - - � ' - - - - - - MULTIPLE SWITCH i � i 4 - - - - - - i i - - - - - i � � BATHROOM EXHAUST FAN \ L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - � i . i i � � � F BATHROOM EXHAUST FAN i � WITH HEATER ' i � `_ i i OO SMOKE DETECTOR ��' - ---`_ i i ' —` i i r � DUPLEX OUTLET + 18 " UA . N . -'� _ � - - - - - - - - - - - - - - - - - - - � Q� CQ,�, —� _ - .r�k'. � � � ROUrv � Fau �T � uP�Ex our�.ET, PROPO��[3 €�CTRICAL PLAN ROOF PLAN � �,�r�� : � � + 42 U . O . N . 3 1/4 ° = 1 '-0° ____�_ _ �. i �� �"�� — 4 1�4 �� = 1 �-0�� � � � V � � � , �.. / .'" . / � / � � _ l 3 . / . PROPERTY LINE A301 A201 W� TO WALL - �� � �� / MIRRORS 3 SIDES I � � � /OF EA SINK � / � - EXISTING WALL � DBL SIDED MED CAB I � � � TOWER, MIRRORED � � T p . / D00 � ; Tf - NEW WALL � EXISTING LIVIN / ( . � I RE- USE EXT ROOM/WINDOW � � / - 2725f ADDITION WIN m . ' / CONFIGURATI01� / � - I / I I / i'i „ ! � � � � u:: � ; � � i� ,�; � . �; / BENCH ���i i / � � / � � ;, ` i / �� � � / �,. i � � � ,,�: ,,I � ���, i � � I / ALL EXTERIOR SHOWER / ' i ; i � � � \ � I j / �. FINISHES TO GRAB B � S ,,;: � ( � EXISTING FIREPL�.ACE � � � \ �"'� �; � i � � � � \ I / � . . � MATCH EXTG . , � : TYP. HAM R L W, ; , H i. � _ \ / / I � I � W z � CAB' HIGH , , � � ' i � I / , \ � / Z � � / 9 -0 �, .,, � ,., ,:..� , i � � � � � ( � � � i ° � � ,/� / \ / � �� Q � � �� � + 5 6 ' ' � � \ / ( �_ �u _ - i � � � p i \ � / � ( / m � � �� � � � j . � !� '' ' t �� .. !i'i �� �I t ��I .;; I , ', � ?;i�l . il4 . ��::,: � . ' ' ! ' � � !P: il�,; f / �i... ' ,: ' , � t�q; �; � \ ( / � v�^ \ ( / f � Y � , � � 1R & : 3.S 2R & 2S � � � � � V � I� :�: - - = - - - - -'- - � � (� � � J SHELVES ' , �,j � � � �� I I � m / ,,� � � � � - / L� Q I REMOVE EXTG CAB, ( I � � a s � — � — - - - - - - - - - - - - ��� - - - Rw s � ` - I ��; � �-r- �— �: — � Ptace--wrr�-� � � � — — — — — — — — — — — — — - — — — � � � — � � LENGTH BOOK R - USE EXTG ' � � � ' I I SHELVES I I / � � Q � wirv -- ° : II I � rl � W _ , ' � I ' J , , � I � o + s - i4 ,,, - - -- - - - - - I / � — - - - - - - - - - - - - , � , 2R & 2S BENCH � � - - - - - - - - - - - - M � , c /..1..� � . . .. . . . . . . .: . . . .. - . . . . . . . � . . . i.;i , � � �� ,;; �i ii ��� - � � i i �;�;;� � . . . � ;� '; , i���i� �� � ,�i,�.�ii- � i. „ i! �� 1R & 1S � � . . . . . . . . . . � � .. �� � .. . . . . . . . . . . . . . . . . . . . . . � � . . . . � . � . � � � . . . . . . . � ii � '�� ''� � i I I� �- ,,, �I I. ii, i I i i i ,,, i; � � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i - � - - - - - - - - . . . . . . � .. . . � . . . . . . . . � � � . . . . . . . � � . . . � . � . . . . � . . . . � . . � . . . . � . . . . . . e . . . . � ! .. . . . . . � . � . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . � . � .. . . . . .. . . . . . . . . . � . . � � . . . . . . � . � � .. � . .. � � � � � � : � � �. . . �� �� �� , . � . . . . . . . . . . � � :,��, � � . . ;; �� � � . . � .. � . . � . . � . � � . . . . � � . � � � . � . . . � . . � � . . . . . . . . � . . . . . . . . . . . . . . . . �. , . . � . � ' � . . . � . . . . . . � . . . . . . ii . I . . . . .. . . . . . . . . . . . . � . � / . . . . . . . . . � . . � . . . . . . . . � . . � � „ . . . . � . . . . . . . . . � . . � � . . . i . . . . . . . . � . . . . . . . . . . .. A201 E , .� z e / � i ° ` II ; / I I � m���. / . � I , � II � � _ , ; :. ' ,: � ,H„ � � ,. . , - > II � UP o � ( II � - - - - - - - - ( P R 0 J E C T : - - - - - � ; ' II � ,i-� - -°b- - , � - - - , - � l � - - - - - DRAWN BY . WMC ; , - - ' - - - � - - - - - � - - - - DATE : 08.31 .09 �__—___� - - - - - - - � I - - - - - - - � � � - - - - - - - .. - - - - - - ` I - - - - - ,; - - ( — REVISIONS : ,, I �; � ' � \ ' - - - - - - - \ ,,� � - - - - - I , i� � ��,; � - - - - - - - - - • - - - - - - - - - � : � `�-' '' � o - - - - - - - � � i E E - - - - - - - - - - - - - II�� II: ' � � � ' : ii!' '�' - - - . _ - - - - - - � - - - - - - \ 10 ' -0 ° - - - - - - \ - - - - - - - - . I . DASh� LINES DENOTE EXISTING ENTRY �� EXTG WALL�QL,._ETC AND STAIRS � `, TO BE REMOVED - __ _ - �� RE- USE EXTG WIN - -�,_ " --_ _ _ '---�_ � - NEW WIN TO MATCH EXTG �''�- _ ''--' ' \ ADJACENT WIN _� - �.� '_---_ _ , . — -_�� ' �----_ _ , . ' n BLDG SETBACK l 1 '1-- _ '__ ��� �'-- - FLOOR PLFINS \ INTERIOR DOOR SCHEDULE � �_ _ �- - . .. � � . . � . . � � DOOR . � REMARKS � A3O1. AZOZ � . . . . � . '_� _ . � � . . . � .. . . . . . . . . . . � � � . . � . . . � _�' � . . . . . � . . � � � . . � . .,. . . . � . � . . . . .. . . . . . . � . . � . . . . . '__ . , . . . . � . � . . . . . . . . �'_._ _ . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . � . . . . . . . -_ . . . . . . . • � DOOR ROOMNAME � . HAROWARE . SIZE* � � . SWING � HINGES THICK- MAT'L THRESHOLD � � � � � � � � � - . . . � . � . � . � � NO. . . � . � � . 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SUB FLR + 8589 '-6 " • MAIN LEVEL - FPOl T. O . PLATE ± 8588 '-6 ° RE- USE EXTG NORTH OFFICE , RE- USE EXTG NORTH F WINDOW I BEDROOM WINDOW � � � � ! � i : ALL EXTERIOR FINISHES T0 • i I MATCH EXTG , TYP. � j ; ; � � I � 0 � ; � �I � MAIN LEVEL - FPOl S--/ i � T . O . SUB FLR + 8579 '-6 �� _ _ _ _ _ _ - _ _ _ _ _ - _ - _ - _ _ _ _ L___��� �--�--� � , , liQ ��� �O �� �. � �3 ; � �r' � � . C? .�' i � � NORTH ELEVATION - PROPOSED �' 2 1� ,A� 1/4 " = 1 '-0 ° � n - _ °� � � _ W �v, Q V W W z Z � o m � ° W Q � I W ° m � �C � ,� ° V V � J �� °° Q � 0 — �' c,/� — Q �, UPPER LEVEL W T. O . PLATE + 8596 '-6 ° �� � � ;� � '\ -.� � i . � ; I � � :; � � ,; ; . ;;. j i , .,_ i � i i � UPPER LEVEL — —.. �-- — _ _ _ _ - — — — — — - — — — — — — — i — — i — — — — - — — — T. O . 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I I � i:!�� i�;� ,,,., � � . . . . . . . . . . . � . . � . . . . . . . . . �� . . i � . . . . . . . . . . . . . . . . . . . . . � . . . � � � . � . . . . . � . . � . . � � . . . . � . � . � . . . � " . . . . . . ; i;�i ;I . . . . � . . . . ; �'! ; . . . . . . : � . . . . . : . , ,i ; ! ���,; REVISIONS . q �;! �,; ; ;,,, � .. i� � � ;I,i ,i ! ,!� . i I ' � i;;�,�;; !ii�r ��I ,; , I I I I I ' � i � � lO MIL VAPOR BARRIER � � i i i ( REINF . ) SEAL AT ALL EDGES i i i � i i AND PENETRATIONS , TYP. O/ � � i i � i UNDISTURBED SOIL � � i � � i i i I 1 I 1 I I i i 2 ' PERIMETER � -�— HEILICAL PIERS OR i � � � BOND BEAM , SEE � � MICROPILES . SEE � � i i STRCUTURAL i i STRUCTURAL i i L_ J L _ J L _ J BUILDINGSECTION AND DETAILS WEST ELEVATION - EXISTING , 1 1/4 " = 1 ' -0 ° NOTES: 1 } QATE OF ` SURVEY: 14/20%9 2} SURVEYQR HAS MADE N0 iNVEST1GAl10N OR INQEPENDEN �F SEARGH F'QR EASEMENTS 0� RECORD, ENCUMBRANCES, RESIRIGTIVE GOVENANTS, L, = 11 f ��I-� � �I J� �� ' QWNERSHIP TITI..E EVIDENCE, OR ANY OTHER FACTS TNAT AN ACCt1RATE ` AND CURRENT TITLE SEARCH MRY DISCLQSE. . R = � a . 00 3} NOTICE:' ACCQRDING TQ COLORADQ L.AW YOU MUST C�MMENCE ANY l.EGAL L= E~J � . �I J� ACTIQN BASEQ UPON ANY DEFECT IN THIS SURYEY WITHIN THREE YEARS , LC = �J � . a9 AFTER YOl1 FlRST DISC4VER SUGH DEFECT, IN NQ EVENT. MiAY ANY ACT{ON BASED UPON ANY DEFECT IN THIS SURVEY BE CQMMENCED MORE CB = N 7C� ��I 7 : Z � �� E TFfiAN TEN YEARS FROM THE DATE QF THE GERTiFfGATIf3N SHOWN NEREQN. 0' 1 Q� 20' 30� 4) BA�lS OF PROPERTY LlNE LOCA7fON: SOUTH AND EAST COR LOT 1 , 5) MEAS. ANQ TIES TAKEN TQ CONC, FOUNDATION AN � WQOQ FRAMED WALLS. 6) PQSTED ST. AQDRESS: 5111 BLACK BEAR LANE. . _ FQUND PW '& GAP L.S. No. 5933 7} THE SOLE PURPQSE 4E TE11S IMPROVEMENT IOCATIQN ` EXHIBIT IS TO SHOW (MPROVEMENTS IN THE SPECIFIC aREA SNOWN, 4TI-iER IMPRQVEMENTS MAY L7 LA C K � E A R LA I V E � Q t f� . Q . W� EXIST ON 1NlS LQT BUT ARE N4T RART OF THIS 5URV�Y. C } 8} BEARINGS AND DISTANCES ALQNG PROPERTY LINES SHQWN HEREQN ARE AS SHQWN ON THE SUBOIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD _ BE NECESSARY TQ DETERMINE THE TRUE DIMENSIONS OF THE LQT AND �2 SETBAGKS, WMIGH MAY VARY FROM THE RLATTED DIMENSIONS. i ''�� ' 9} THlS SURYEY AND THE INFORMAT10N CONTAlNED HEREQN IS TNE PROPERTY OF EAGLE VALLEY SURVEYING, INC, AND tS fN1ENDED FQR TFfE S4LE USE OF THE � L1 - 70 °4� ' 14" ` oR� crNAL eu�yj oN��. ANY usE oF oR -�zANS�R �ro o��RS �s P�o�sei �a. ,, � � R = Sa. oa , �o � L= 61 . 74 ,��,� . � � � .,\` LC = 57: 90 � r,s --- — — \ � � = N 47 '17 � 2J�' �� ' E r ~ ADDlT10N FOUNDATION ,,- � QUTllNE , � ; „ ,. � '` i' f �. '� \ - ' . ____�_._.__. ...-_ ,,- 9" �V{ IGf'iQ�� ` J. �OS� : �:�, ,,,. . ,� � Golarada P . L. S. 30'116 : � / Q.9' - � za.a .- ,�°� ' � [� C17 -. ,,,, - ��,8 �� �..._. / �� � ` � 5' .�,� -' `� , , �f a., ,ff' k , y aate�� . ` �'o �ig°, .� , ' / 'r '� � . , , _ _ ` > / f' �'s- ' � � ` / / ko ' 0.3' � / / ! EX{STlNG FOUNDA�ION `�`-' I .._.,_.____ 20. 0 _ ,� � r `�,r �UTC.INE � �'-``- f ,. ., � f ,, � -' � ,,� \ ;�""``,.�BUILD{NG -',. � � -'" dVERHANG � ` oa ` � _ , , r ,: ;_. � � ` ` � � 1--- ; ' � ` ,�' LQT 5 �. � � _ ; q. e+. °�- ---- ,' , � �`�. � � '�` -- `- "" ; .o ' � ` � f — ._._ _._ _ � _ . � --- _. �_. _ '' j / _ __ _ _ � _ ._ h } / � . � BUILDING `:� .4' FRAMING OVERHANG (TYP. ) � f i' OUTLINE `�,�\' t BUfLDING � � ''� i`,, � � � 15.Q,. f SETBACK � _ , _ ' .'�' � �j �,_... � � . . . . w . '� . .. . . � . . . � . � y(y� . , � . . . . . . . . !.� � . . . . . . . . . ' J � . . . , . � � . . . � � . . � � � �, i / � � t �! �. ' l . . V . � . � � � `\ . . � ? .. l ��� . � � � . . . . . '`� � aT � ` . N �� 1 � -f � : � , 4 . � l �'' z �.o2a sq. Ft. � avRi-irvc. � : 'R ' 1 � .,.� _ . ! �"� , , `�., _ _ _ .__ , , � J / l �, j aw. ! f , �, 1 � Z' f � I � ` avRHr�c. � � _ y, t � � . _ _ _ , I r': ' F I � ,r-� �� � ( � � ! , _ . � � � BUI �QING � � � Y � _ __ . _ . .. _ _ _ _ _ __ ( _- -__, � � SETBAGK �} ; � � � �, � u �n �rna� `- - - _ . � _ � _ _ - - . _ " ( . --_ _ _ _ _ __ . r ; j � DRAINAGE _ � � � r � , � � � . � � i ' ���� � EASEFAENT �' � "� --- _. . � — , ._ _ � . ._i_ :_. _ ._�_. � _. � , �_ ,� __; ` � ✓,\.J / . , _ - _ _: _._. _ _ _ _ .� ._. � _._ _ � _ _y ` o �� � L , _ � �:a , ._ _ �, — _ _ � � = — _ ._.,. ._.. _ _ _ ._ � -- — _.._ ._ _ -�- � `�''�'vG°G`� �1�" ''�� � _ _ , FauN� Pt.wr� � � ! � � -- -- — _' -- -- -- -- - - _. .� ���1(�a1V i�E1/I��' Na, 5 REBA -� _._ '_ " "' ' _' "-- -- -- — � .� _._ — — -- ����� �������'�. �� t �, � ( , �' , Faur�a etN a� cAP S 47 '48 ' � � " W -- 162. 9g ��a � � . .__. I � ' °'� � • � � l..S. No, 2183 .m.: ..� _.�. _ _ _;�, ; , � FOUNQ Pt�l� &; _�AP _ � __(/lJ� �� T 4 � � � �.. s. t�o. �s�3 � LOT 3 � LOT 2 1MPROVEMENT LOCATIQN EXHIBIT I _ � _ _ � aT � , � � oc � 2 - . GORE CREEK SUBDIV( SION r :41199 `HIGHWAY 6 & 24. EAGIF-VAIL TO WN O F UA I L P. Q. : B(3X 1230 E�w�os, co. �, fi�� EAGLE � UU N TY, GOL4R AD (� (303}949-t406 4a3��.owc M, posT � o/z�/os JOB No. _ 4Q3 _ .�.� �� .- _.. , _ � ,�. � � . _. � DESIGN CRI RIA : _ _ • . TE 5111 BLACK BEAR ADDITION JOB 0908 07 . Framin Notes. # q 9 1 . Exterior wall : s - - - - -- - - - - - - - - - . „ " : Roof Live Load Snow ' . . , „ � � � - - - - - - - - - - - - - - - - - - ; 80 sf A . All _ p exterior walls are 2x6 studs C�? 16 o. c. to a maximum hei ht of 12 6 2x6 - - - - '- - - - - - - - - - - -- - - - -- - - - - - - - - - - - = - - ,. . 9 , Roof Dead load 15 sf . � „ „ . P studs � 12 o. c. to a m xi - - a mum height of 14 6 , and 2 2x6 studs � 16 to a r,� - - - - - - - - - - -- - = - - - - -- - - - - - - - - - - - = -- - - c � A B B R E VI A TI 0 N LI S T � -� _ , Floor Live �aad - 40 psf . - , ,, . � ,> :_5 �. maximum hei ht of 17 - 4 unless otherwise noted . Walls II r � 4 R,� FI r - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - g ta e than 17 - 4 shall .,- �D �t 0o Dead Load 40 psf • . . . *< �y� a000,9p cS'�' . be framed with manufactured lammated studs . Contac o� �,p,e� - _ _ _ _ t engmeer for spacing � 0 � o � - - - - - - - - - - -- - - - - - - - - - - - - - - - - . . . . . � o � Wind 3 Second Gust 90 m h - * � � ) p Ex . B c,� '"'�`� � P ) re uirements, if not indicated on lan . Ca with a do � bi 2003 IBC FASTENING SCHEDULE � s4' . . . q P P e top plate installed to d' p - - - - - - - - - - -= - -- - - - - - - - - - - - - - - - = . . . q , � �, Seismic Desi n Cate or EXEMPT • • . . . B . ANCHOR BOLT LAM . ' �AMINATED 9 9 Y r v v � �� , p o ide o erla in at corners and at intersections with other artitions. If overla * • - pP g P P THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304. . 1 • : � � R ' 9 FOR FULL SCHEDULE A. F. F. ABOVE FINISHED FLOOR LLH LONG L � . BC/ C Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2003 . . , . . EG HORIZONTAL p �$�� s is not ossible, stra to lates with metal stra ties Sim son ST292 or �# � P P P P P � P A . . � o F G . ABOVE FINISHED GRADE LLV LONG LEG VERTICAL . o . .� e a � e uivalent . ? . q � a b �O e � �.r FOUNDATION DESIGN . CONNECTION FASTENING � ADJ. ADJUSTABLE LONGIT. LONGITUDINA o � . �' . � �c. B . Gable - end walls shall be balloon - fram - + • ed to the bottom of rafters or end wall e�° .,,�e� �� . ANCH . ANCHOR LTWT. LIGHTWEIGHT ��' G . trusses unless a roved b en meer. . . . �0 � PP Y 9 � . � NAI. E a . Prov� de cr wl ' ' ' • . . . . �o st to sill or girder 3 - 8d common toenail APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER . � a space ventilation per IBC /IRC requirements. C . Floor or roof framin ., .. . g members must be aligned to bear within 5 mches of the _ 3 3 x 0. � 31 nau ARCH . ARCHIT T EC LSL LAMINATED STRAND RIM MATERIAL � . . . . � . . � � � � . . . � . . . . . . . . . � . � u . � . . . . . . . . . . . . . . . . . ^ � . . . . . . . . . . . . . . . . . . � . . � . � . � � . s ds beneath . . 3 - 3 14 aestale REINFORCED CONCR T . „ . 9 9 P BD . BOARD MAX . MAXIM M E E. , . . . . � / D . Provide 7 16 thick APA rated h . 11 /10, 2009 / s eathing ( plywood or OSB ) rated 32 16 , ex osure 1 , 2. B��d �r, to o�st 2 - $d �orr, m , � P 9 9 J on toenail each end B �DG BUILDING MECH . MECHANI A . C L at x - • - - - ., .. . e terior face of extenor walis . I - . , . „ . . . . „ B ock all honzontal oints and nail anels with 8d 2 3 x 0. 131 na �� J P BLKG . BLOCKING MAT L MAT RIA a . Concrete d i n „ n E L es g is based on the Building Code Requirements for Reinforced Concrete ACI • » • • _ � nails s aced at 6 alon anel ed es and 2 3 14 gage stap� e p g p g at 12 along mtermediate supports . BM . BEAM MANUF. MANUFA T R R 318) as ado ted b Cha ter 19 of the 2003 IBC . . . . . . . . . „ . . C U E p y P 6. Sole late to oist or blockin . . : , E. Provide 3 - 2x10 headers over all door and window o enm s wi h P � e 1sd at 16 o. a typical face na�� O p g , t one 2x6 trimmer BOT. BOTTOM MIN . MINIMUM � w b . Structural concrete shall have ` a minimum 28 - da com ressive stren th of 3000 si . . . . . � � • � Y P 9 P and one 2x6 kin stud each en 3 x 0. 131 nail at 8 o. c. / ao . . , _ . . . g d , unless otherwise indicated . > c . Concr - - , . ,. ,. B . O. W. BOTTOM OF WALL N NEW �' \ � ._ N ete shall be proportioned usmg Type I II sulfate resistant cement. Admixtures containin • • • • 3 � 4 a e' Sta � e at � 2 0. �. Q _ 9 F. At beam beann locations in stud walls rovi 9 g P � • 9 , p de multiple- stud posts equal to width � BRG. BEARING NOM . NOMINAL chlonde salts shall not be used . . . o . f . . . Q o beann member unless noted otherwise. � � � . 9 Sole late to o s , op d , � W , p � i t or blocking at braced ,, CANT. CANTILEVER N . W. NORMAL WEIGHT Co d eather concreting procedures shall - be provided as recommended m the ACI Manual of � . 3 - � sd er 1 braced wall aneis � � ' o � . 2 Interior Load Bearing Walls. wai � Par,ei P 6 P U o0 00 Concrete Practice . : _ ^ ^ • ° C. J. CONTROL JOINT O . C . ON CENT R ` ¢ o • • . . „ (4) 3 x 0.131 naii per 16 E A Z f- � v °� °� Intenor load bearm walls are 2x4 or x .. „ . , ,> . , . 2 6 studs as indicated on lan � 16 . . 9 � P o c - - � ' �- e . A - � 4 3 14 a e sta � e er � 6 CMU CONCRETE MASONRY UNIT OPNG . OPENING I I I nchor bolts for wood sill plates shall be placed at 4 0 maximum spacing with one anchor . �� . . . � ) 9 9 P P p _ » . . with 1 2 sum waliboard both sides unless � o � � . / 9YP � oted otherwise . Cap with a double �. ro iate to st� d - • CEM . CEMENT OSB ORIENTED STRAND AR - Z bolt at 12 from each end or corner and a minimum of two anchor bolts er iece. • • • P P 2 � sd �ommon end na �� BO D p . c� � � , P P to late installed to ' rovide ov rl . . . ., � . U? c� � rn rn f. Concrete covera e for reinf r in • P P, p e apping at corners and at intersections with other 3 - 3 X o. i3� r, a �� CLG . CEILING PLATE � �- g o c g steeL • • . . ,. R E- w partitions . ` If overlap is not possible , stra to lates with metal stra ties 3 - 3 � 4 a e sta ie rn w ^^ 1 . Concrete ' cast a ainst and erman n �. . . P P P P 9 9 P � CENTERLINE PLYWD . PLYWOOD z oo � --� � x g p e tly exposed to earth . 3 Sim son ST292 or e uiv I . c r� - �- o . ( P q a ent� . 8. Stud to so�e plate 4 - 8d common toenail CLR . CLEARANCE PKT. POCKET Q •- c� � �- Q 2 Concrete exposed to earth or weather. B . Floor or roof framin members m ' ' ' ' _ .. � . L co cn � �� >. g ust be aligned to bear within 5 inches of the 4- 3 X o. � 3� r, a �i COL. COLUMN R . O. ROUGH OPENING � � A. #5 bar and smaller ` 1 1 2 � J � studs beneath . 3 - 3 14 gage staple � „ CONC . CONCRETE RAD . RADIUS B . 6 throu h 18 bar . , . . � � # 9 # 2 - C. Provide 2 2x10 headers over all o enin s in wall with one 2x4 or 2x6 tnmmer •- . ' , � ) P 9 , CONN . CONNECTION REF. REFERENCE t� 3 . Concrete not ex osed to weather or in • . . . p contact with ground . and one 2x4 or 2x6 kin 2 - isd commor, er,d r,a �i �' g stud each end , unless noted otherwise . _ „ CONT. CONTINUOUS REINF. REINFOR R INF z . . „ CE/ E ORCEMENT � A . Slabs walls oists 11 r • • • • • • 3 - 3 X . i � � . . , J (# ba and smaller) 3/4 D . At beam beann locations in stud walls rovide multi I - 0 3 na �i > p � 9 , p p e stud posts equai to width _ � CONST. CONSTRUCTION REQ D REQUIRED � r » • . 3 3 14 a e sta le o0 rn 9 9 P U N � B . Beams , columns 1 1 /2 ' of bearing member unless noted otherwise. �n r� C . P . CRIPPLE POST RET. RETAINING - � � . . 9. � OUb� @ StUd ^ . CO rn � 3 . Floor Construction . s � sd at 24 o. c. tace na �� p �n „ � . � C . W. CRIPPLE WALL REV. REVISION � . . �, . , „ 3 x 0. 131 n i L d- I I REINFORCING STEEL a � at s o. a o0 A . Provide 3 4 thick APA rated ., rn rn / Sturdifloor rated at 24 o . c . , ton ue and roove .. 9 9 , DBL. DOUB �E R . S . ROUGH SAWN � . 3 14 gage staple at 8 o. c. X d- � . . ,� � , , ex osure 1 . Glue and n il .+� o rn rn . . . . . . P a anels to all su orts with 8d nails s aced at 6 alon � . . DET. DETAI o P PP P 9 10. Double to lates L SCHED . SCHEDULE c� U a . Detailin , fabncation and lacement of reinforcro steel shall be in a �� • . . . P P � sd at 16 o. c. typical face nau m 9 P 9 ccordance with the ACI n ,� ., pa el ed es and at 12 alon intermediate su orts . Install sheathin with lon • ° DIAG. DIAGONAL SECT. SECTION � � - ^^ Manual of Concrete Practice . . , 9 . 9 , PP 9 9 3 X o. � 3� no �� at 12 o. c. . J o x - ., ,. L - . . . . dimension er endicular to oists and end omts sta r _ W o � Q P p � J gge ed 3 14 gage staple at 12 o. c. D L. DOWEL SHT. SHEET +-� , Q rn � b . Exce t where otherwise noted on the drawm s reinforcm bars h I • • • . • . . . P g > g s al conform to ASTM • , � m B . Provide solid blockin between floor oists at all bearm locations. Blockin maten I DWG. DRAWING a- � vv S ecification A 1 . _ , 9 J 9 9 a SIM . SIMILAR p 6 5 and shall be rade 60 exce t ties, field bent bars where ermitted b note • • • 9 . P P Y shall match the floor oist m i _ � � atenaL Doub e top plates 8 16d common la s lice EA . EACH S . I . P . STRUCTURAL INSULATED PANEL on plan , or bars to be welded , which shall be rade 40 . • . � n . P P . 9 4. Roof Construction . � 2 - 3 x o. � 3i na �i ' E. J. EXPANSION JOINT SPEC . SPECIFICATION c. At s lices, la bars 44 diameters . Do not weld or use mechanical s licin " . „ . � . . P , p P 9 devices unless i2 - 3 � 4 a e sta ie t ical face � a �i • A . '` ' Provide 5 8 thick APA I ood sheathin rated 40 9 e P � U, s ecificall a roved b en meer. � P YW g /20, exposure 1 . Install ELE ELEVATION SQ. S4UARE P Y PP Y 9 . . . . . . . . . . . . . 11 . Blockin between o;st or rafters 3 - - . sheathin with lon dimension er endicular to rafters or trusses an g � $d common toena �� ENG. d . At corners , make horizontal bars continuous or rovide c rn r g 9 P P d end �oints „ „ ENGINEER STD . ' STANDARD p o e bars . Around openmgs and „ „ to to iate _ P P 3 3 x 0. 131 nad • • . , �� , sta ered . Nail with 8d nails s aced E UIP . E UIPM N ste s in concrete rovide - - 99 p at 6 along panel edges and at 12 along „ Q Q E T STL STEEL P � P ( 2) #5 bars extendm 2 6 be ond ed e of o enm or ste . . . 3 - 3 14 a e Sta � e . . . . , �� 9 Y 9 P 9 P mtermediate su ort . 9 9 P . . . . pp s . . . EQUIV. EQUIVALENT STRUCT. STRUCTURAL e. Extend reinforcin steel a minimum of 2 - 6 throu h I - . . n � g g co d �oints . Unless specificall located . i2. R �m �oist to top plate 8d at s 152mm o.�. toen �i y B . PI ood sheathin shall be a lied contmuousi over the rimar r f � � a EXSTG. EXISTING • • • Y�`' 9 pp y p y oo members � „ . � T&B TOP & BOTTOM on plan or details, coordinate cold oint locations with en ineer. 3 X . � J 9 . . . 0 31 nail at 6 o. c. • ` - . . . . . rafters or trusses I ., ( ) be ow overframed areas to rovide ade uate lateral stabilit . ,. ( E ) EXISTING ' T&G TONGUE & GROOVE f. Welded wire fabnc shall conform to ASTM Specification A- 185 . La welded wire fabnc a . . . . P q y 3 14 gage staple at s o.c. . . P . . X C . Provide wind seismic anchors at su orts for aU roof i E P . EXPANSION T. O . TOP OF minimum of one full mesh lus two inches. La ' � pp �o sts and trussed rafters . � 3. To iates � a S r, ' � - • P PS Sh011 be WII'ed tOCJethef. • • P P . P a d mtersections 2 16d common face nail . . . �, . .,> „ . „ , See nailin sch d I . .. � . EXT. EXTERI R T. E ox adh iv 9 e u e 3 - 3 X o. � 3� r, aa 0 O. C . TOP OF CONCRETE g . p y es e for reinforcing dowels shall be Hilti or Sim son or a roved e uivalent . . . , P PP q • . . . . . . . . D . Provide solid blockm _ ^ F. D . F 0 g between roof rafters, trusses and lookouts at all bearm 3 3 � 4 a e Sta ie L OR DRAIN T. O . F. TOP OF FOOTING adhesive systems. Minimiam embedments, if not s ecificall indicated on the drawin s shall g 9 9 P P Y 9 , � • • - . . locations. Blockm matenal shall match .. FDTN . FOUNDATION T. O . L. T • > • • • g rafter, truss chord , Or ( OOkOUt mate �i (7L 14. Continuous header, two � eces OP OF LEDGE be according to the manufacturer s s ecifications. P � sd common 16 o. c. alonq edge P 5 . Wind Bracin : _ FLR . F R . . . , g . L00 T. O . M . TOP OF MASONRY h . M is . - etne bar size conversion tafJ � @. . . Co� tinuous header to stud 4 8d common toenail A. Walls v � o er 4 feet long which are sheathed with gypsum wallboard on both faces and FRMG. FRAMING T. O. W. TOP OF WALL METRIC 10 13 16 19 22 25 29 32 36 . . , . . . 3 - 8d comm n . # # # # # # � # � C1re mdICClted h 19. Rafter o toenail as s ear walls on plan have been designed to resist wind forces m to p�ate „ „ . FTG. FOOTING THRU THROUGH ' INCH - POUND 3 4 5 6 7 8 . . 3 - 3 x 0. 131 nail # # # # # # #9 #10 #1 � See Section 2308. 10. 1 Tabl accordance with Table 2306 . 4. 5 of the 2003 IBC. ( , e 23oa. � o. � ) GA . 3 - 3" 14 a e sta le GAUGE TRANSV. TRANSVERSt � „ 9 9 P B . At sh r w . ea alls, screw 1 2 sum waliboard to all studs and to n GALV. GALVANIZED TRTD . TREATED STRUCTURAL WOOD FRAMING : � 9YP top a d bottom 23. Built- u corner studs r . >. �� P 16d common 24 o. c. � • • .. „ . lates with 8 x 1 1 8 dr all screws at 7 m � GEN . GENERAL TS TUBE STEEL COLUMN P # � YW aximum spacing . 3 x o. � 3t na �� 16 0. c. . . . . . . . . . . . . . . � � � � . . . . . . . . . . . . . � � . � . . . � . . . . . . . . . n . . � . . . . . . . . . . . . . � . . . . . . � . . . � � . . . . . . . . � . . . � . . . . . . . . . . . � n � . . � _ . . . . . . . . . � . � . . . . . � �� . ' . C . Extenor I woo r G. . p d o OSB wall sheathin is re uired unless s ecificall deleted b 3 � 4 a e sta ie L GLUE LAM TYP . TYPICAL a . Exce t where noted otherwise, all 2 nominal lumber exce t studs shall be - y g q P Y Y e g P � s o. c. P > P , Douglas Fir Larch ' . . „ en ineer. • • • . GYP . P � #2 and better, and all solid timber beams and osts 3 nominal and wider shall be Dou I 9 29 . .Joist to band �oist 3 - 16d common face noil GY SUM �GYPCRETE U . N . O . UNLESS NOTED OTHERWISE , P 9 as � Fir- Larch 2 5 - 3" x o.131 " nail HDR . HEADER VERT. VERTICAL � # . � N - GE ERAL REQUIREMENTS . s 3 � 4 . '. a e sta le HORIZ. b . Studs shall be Stud grade and better pouglas Fir- Larch or Hem Fir. e 9 P HORIZONTAL V. I . F. VERIFY IN FIELD � . . . , , HSS . ` W. F. - _ HOLLOW STEEL SECTION WIDE FLANGE c. Budt u osts shall consist f . . NoTES. p p o Dou las Fir Larch or Hem Fir 2 or better 2x4 or 2x6 studs . • • � 9 # a. Struct � . . , „ ural erection and bracing . The structural drawin s illustrate the com leted structure HT. HEIGHT W. P . WATERPRO F � er lan 9 P _ .. 0 and shall be nailed to ether with 2 rows of 16d nails � 6 on cen r Fo� si : i �ncn - 25. 4mm . P P 9 te along each with all elements in their final ositions ro erl • 2 3/8 x 0. 113" nails and 3" x 0. 131 " nails are standard 8d and 1od Gun nails. stud . P � P P Y supported and braced . The contractor, m INT. INTERIOR W. W. F. WELDED WIRE FABRIC ' the r • • . . . . a m . . . O er Se Co mon r x uence shall rovide shonn and br � o bo naiis are ermitted to be used exce t where oth rwi � . . . ' . . P p q , p ac n as ma be re uired dunn construction P p e se stated. INV. . 9 9 Y q 9 . . . . INVERTED WD . WOOD � d . ` . Built- u beams consis tin o f mu � ti le ` 2x members shall be nailed to ether wi • • . . . b. sta � es h ii � P g P g th tW0 �OWS Of t0 QCh18V@ the final COfYI ( p s a ha e a mmimum crown width of 7/16 inch . � . „ , „ . p eted structure. Contact structural en ineer for corsultation not m JST. JOIST W WITH 16d nails s aced at ' 12 on g � � �1 � p center, or with two rows of 1 /2 diameter thru - bolts spaced at n r • ,> co t act) as reqwred . K KING STUD W 0 WITHOUT `� 4 . . � � 2 on center. • • • • • . . . b . Dimensions . Check all dimensions a amst archi rT, � e, ' , T • _ • . g tectural drawings pnor to construction . Do op and bottom plates shall be Dou las Fir Larch or Hem Fir 2 and better. Plates laced P�I 9 # p not scale drawings. dire I - • . _ 0 ct y on concrete walls or < slabs shall be pressure treated Hem Fir 2. • . ALL LUMBER CONNECTURS IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER SHALL HAVE A # c . Construction practices . General contractor is res onsible for means, methods techni ues f. Led ers . . . . P � q , � < SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED g attached to concrete walls shall be ` treated Hem Fir #2 , or - if LVL matenal is used , se uences and rocedures for construction of this ro 'ect. Notif ' � ' q P p � y structural engineer of fi shall have a continuous water roof inembrane betwe n . . . . . . . . . . PER ASTM A153 . p e the concrete and tl-� e wood . omissions or conflicts between the workin r wi CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. _ g d a ngs and existmg conditions . Coordinate � . Beneath solid or built- u columns noted on lans I ki , . � 9 p p , b oc ng of area equivalent to column re uirements for mechanical electnc I � . . . . . , , q / a /Plumbmg penetrations through structural elements with � � l � above shall be provided within floor �oist spaces and in wall spaces below. Door or window • - • • • . CONNECTION SCHEDULE TOP FACE JOIST structural engineer. Jobsite safet is the sole res onsibilit of the contractor. All methods �J Y P Y �j l � trimmers ' consisting of a single stud do not require` special blockin in the 'oist s ace. . . . . . g � P used for consfruction shall be in accordance wi h �J . . . . . , . . . „ . t the latest editions of the IBC/IRC . q _ _ _ � SIMPSON H5 ( 4 8d 4 8d h . Except as noted otherwise, minimum nailing shall be provided as ' specified m the Fastenin • • • • • . - ) � ) �T� I� 9 d . Details not specifically shown on ` the drawin s shall be constructed m a manner similar to the „ . . . . 9 „ Schedule on the drawm . , , - - - gs ( 2003 IBC Table 2304. 9. 1 ) . ` F� �+ details that are shown for like conditions. These items shall be brou ht to the attention of SIMPSON S 0 10d ' i. Bolts used for wood fromin connections shall be in 9 g stalled with standard washers and nuts. the structural en in r ' � • h� � g ee as soon ` as possible for approvaL Approval shall be obtained nor to _ _ _ '. Unless noted otherwise steel connec or ' • • P C I ' 10 10d 2 STRONG GRIP � > t s such as those manufactured by the Simpson installation . � S MPSON IUS1 . 56 /11 . 88 � ) , M--1 Com an shall be used . . . . _ . . . . . � p y to �om rafters , �oists or b'eams to other beams at flush framed e. All water roofm and fl - - _ � p g ashmg is the responsibility of the architect and contractor. D SIMPSON ITS2 . 37 11 . 88 ( 4 1 dx . 5 2 1 x1 . S 0 I . • • . . . . / � conditions. Use all "specified nails. Connector conditions not otherwise noted shall utilize T e f, • • , . Yp It is the responsibility of the contractor to contact the structural engineer at the appropnate � ' or T • . . . ype HU hangers of a size spec � fically designed for the member su orted , as shown in • • • • • • • • • • � PP time to perform site observation visits. Observation visits to the obsite b the en ineer are , . , , . . J Y 9 � the man f . --i u acturer s published tables. Contact structural en ineer for details as re uired . for determmation of en I ' 9 q g era conformance with the construction documents and shall not be k . Wood nail r • _ , . e lates installed on steel beams or concrete walls for to flan e han r � � P p g ge s shall be construed as inspection . ri ' . . , , pped to match the width of the wall or beam flan e. ' Nailer lates su ortin to flan g p pp g p ge g . Though every effort is made to provide a com lete and clear set of construction documents J F . . . , , , . P . . . , �1 han ers from one side onl shall b in g y e stalled flush with the face of wall or beam flan e at discre ancies or omissions ma , 9 p y occur. ` Release of these drawin s antici ates coo eration and , , , 9 P P � the hanger locations : _ . . . , contmued communication between the controctor architect and en ineer to r v . . . . , g p o ide the best � L Manufactured oists shall be from an a rov • • . . ) pp ed manufacturer and shall be equivalent m load ossible structure. These drawin s have been re ared for h . . . . . _ . . . P 9 P P t e use of a qualified contractor rr i • - • . . . ca n ca acit and deflection cntena to BCI 6000 series oists in the d Y 9 P Y � epths and spacings ex enenced in the construction techni ues and s stems de icted . � P q Y P i , , , , , , . . . . . . . . . ndicated on plan . Provide blocking , bracing , web stiffeners and other accessones as re uired h . Existin structures . Contractor h , q g s all be responsible for verifymg dimensions, elevations , b th m • • • . . e anufacturer. OSB nms shall be APA Performance R Y _ ated Rim Board materiaL framin , foundation and an hm else that ma affect the w r ' � , 9 Yt 9 Y o k shown on the drawings. . . . , . . . , . , . . . @ m . ' Laminated veneer lumber LVL shall have the followm minim m r n - ( ) g u p operties . U derpinning , shoring and bracing of existing strucfures shall be the responsibility of the �,[ - = - - - - - - - - - - - - - - - - - • 1 . Flexural stress - - - - - - - - 2600 si - contractor. P ���� �'� V . . � ,� , . , , ; . , � . - - - - - - - - - - - - - - - - - - - -- - - ` • T , 2. Modulus of elasticitY 1 , 900 000 si , ,�..� .. , . � , > p . ... � - • . � , , � , - - - - - - - - - - - - - = - - - - - - - , .. , 3. Tension arallel to rain . , , 1850 si , . , � , �` � P 9 P �� � �,��� . : . ��� � � . . � �a n � �7 4. Compression parallel to rain - - - - - - - = - - - - - - - - - ' 2310 si 9 P � V � U1J , � 5 . Com ression er ' • . . P P Pendicular to rain arallel to lue Iine 750 si 9 � P 9 ) P . D 6. Honzontal shear - - - - - - - - - - - - - - - - - - - - - - - - - . , 7 . . . _ . 285 psi Connection of multi le member beams. P � 0� 1 1 2009 A . To - 1 p oaded beams „ , i ' ' For rn m • ) e bers 12 deep or less, nail each member to the next with 2 rows of . .� _ I JOIST OR LVL �T V�IIU � � �� I �. 16d nails at 12 o . c . � . . „ • . HEADER TO MATCH n For members reater than 12 dee nad each member to h - ) g p , t e next with 3 . ,, DEPTH -0F FLOOR rows of 16d nails at 12 o. c . � ., � � . - JOISTS • B . Side loaded beams d2Sl C12d b _ STR . � , g y . . , X i ) For two or three member beams, nail each member to the next with 3 rows , , Q • • drawn M TN � � � bY - ' of 16d nails at 12 o. c . � � � �, . TD H _ � � checked b u ) For four member beams, bolt throu h w � th 2 rows of 1 2 diameter bolts at � „ g / �- . _ Y , 12 O. C. ( J J ... . _ _ m m r- o � ISSUed ni ) For members consistmg of more than four members, contact structural J Q en in . . . . . . . . . . . . . . . . . . . . . . . . � � r . . . . � . . . . , 9 eer. n . All ► umber used in construction shall have • a maximum moisture content of 19 �. PRELIM 09 04 09 , l a Drive pins specified on plan shall be owder actuated fasteners b Ramset Powers Hilti or i P Y . , , a roved iv , , , - ; PERMIT 09 /04 /09 pp equ alent. Fastener and load size shall be determined according to manufacturers __ r . . . - ecommendations for matenals being attached . / . . . . , , CD SET 1 1 Of 3 09 p . Lightweight concrete topping specified on lan for wood framed floors shall have a unit wei ht f P g of 120 cf or less. Contact en in r r . , p g ee fo approval of heavier toppings. ., > >, � ' 2 TYPICA � PLUMBING /MECHANICAL HEADER SCALE : 3 4 = 1 - 0 REVISED � i �OrJIOg � ; ,� s� REVISED 1 � 10 /09 f SEE FRAMING PLANS FOR HEADER I S ZE PROVIDE A M N , I IMUM sheet OF ONE KIN � � G STUD , OR AS SPECIFIED ON !� PLAN `V ' � PO T P S S S ECIFIED ON PLAN , INDICAT TRIMM E ERS ONLY AND � . DO NOT INCLUD KIN E G STUDS � � „ > „ 1 - TYPICAL WINDOW DOOR HEADER SCAL . - - / E 3 /4 1 0 ; F . S1 JOB - # 0 � 08 07 ,; �. � M1 , _ . . � �a . . . _ .. . . . . . . . . . . . . . � . � � . . . . . . . . . . . . . : . .. . .. . . . . . . . . . . : � . . . . . . . . . : � � . . � . � . . � . . . . . � � . . � . � � � � . . . . . . . � . . . . � � � � . . . . . . . . . � � . . . � , . . . . � . . . . . . . . . . . . . . �. � .. . . . . . . . . � . . . . � ... . .. . : �. . � . . . . . � � � � � . . . . .� . � . � . .. . . . . � . � . . . . . . . . � . � . . . . . � . � . . . . . . . � . . � � : � . . . � � � . . . . . . . � � . . . � . . �. . . .. � . . . . . . . . . .. � . � . . o . � . � � � . . . . . . . � . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. �'' �l t . . . . . . . . .. . . . . . ��. . : . . . . . . .. � � � . � . . � � � . . . � . . . . . . . . . . � . . � � . . . . . . . � . . . � . . . . . . . � � � . . . . . � . . . . .. � � . . . . . . . . � � . . . . . . . � . � � � � .� �. ..:. . . /+ \� . . . . . . � ' � : . , � . . . � � . . . . . . . . � . . . . . . . . . . . . . � � . . � . . . � . . � . . � . � . � . � . . . . . . . . . . . . � . . . . � � . . � . . � . � . �. . � � � � . . . . . . . ,.. � �pf� , . . � . . . . . . . . . . . � . . . . . , . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . � . . � . . . .. . . . � � -y e �� `�V��O � � � . . . . . . . . .. . , . .. : . . . . . . . . . . . . . . . . . . � . . . . . � � � � � � � . � . � � . � . � . .. . � . . . . .. . . . . . .. � . . . .. '�'' '6� O�Om�O V � . . . � T . �► .�° B�, E` � o � � Gs �' � �' � 0 � � o . $ • : _ ��� s m � � o 0 0 ! � e � i O sA k. _ s� �P' � Cr N� � w� � � . / � �NAL E � - � 11 /10, 2009 _ � �., � o� > .— Q N � � O N Q pp cD I� � ? p d- � » � _ U Q p o0 00 20 1 �4 i- � rn rn — — — — — — — — — — — Z � F- � - - - .—. � � - - �. —_.. ..- -.- �- -_- -.� —.-, � _ � � �'_' - i , - - - - - - - - - - - - - - - - - - - - - - � � Op Mr-� , „ r -1 Z — — — — — — — — — — - — — — — — — — — — , „ ., n r — -- -- __ — -- — — — — —, i — � >. — — . N — — ----- - --- - - -- - _ __ � - - - - - - - - - - - - - - - - - - � �- i- � i 5 � y4 5 - 6 9 - 6 — — — — — — — — — -1 (n c� � rn rn � � I � � , I- w �� I I � rn w 3 , I I I � - ---- -- -- ---- - -- --- -- I I �o --._ _ —_ _ __ - -- ---- I � x PROVIDE 2 1 /4x11 /s LVL � Z r ( ) � �, _ �- ( I •- � oa I I I Q �o � _. BENEATH STUD PACKS � I L � � � v � J � __.� _ � ._ .— — -- — — ( � ABOVE TYP . I -- --- - -- ----- --- --� , I , � I _ � I � E T. O . W. - 8578 - 3 / N I I � ) a I I I � c � I I 3 7 ._ 1 / x11 LVL LADD R a /s E _ (� - ----- _ _ - — - - -- ---- -- _ I_.__ „ �- , � I I � � I ► � FRAMING C�? 16 O. C. � d' Z . I . � � I I o � � o � I I o �, � ALIGNED ' W STUDS -- - --- -- -- -- . � - -- ---- - --- - --- � 'r °° rn � I U N i I � �, f I ( � ABOVE, TYP . � I p I _ � E BM . PKT. co rn .- O � � - - - - ` - - - - - ► � �- � � ---- J I _ .J I l I � �- i � r— � --- - — — -- -- --- -- --- - --- --�-- °� � � � �p � � l I x d- �r- I � CANT. JOISTS, I -� f I +� o o, o, o � J --- _ - _ � ( 5 U TYP . - - - - - -- ---- — --- ---- --- - � � m � I—i > - _ �� 3 � I � 1 /4x11 /8 LVL -� � I � ( � � . � ox .-. , � _ ( s4 0 � a I = _ � � -�.� d- o T. O. W. 8578 3 I . Q -- - _ /s rn � -- ---� __ - -- = - — -- � PROVIDE SOLID LVL BLKG. -� __.._ ___ _.___ ___I_._ _ DWL. N CONC . WALLS T0 E , �- W , > ( ) ( ) I ► � cn a > ...,.., � 8579 - 6 � i X o = _ � „ PANELS BENEATH BRG. . _� �- � B . O. W. 8576 3 � ( ( � W 5 DWLS. x 24 EPDXIED ` I � � I i / # I � „ � _ I I T. O. PLYWD . I � „ >, „ -- � - I I � 3 WALLS � ' 16 O . C. & o- -- - - — - -- — -- — --- --- --�-- r� I INTO / � x4 HOLES � 12 O . G � � � 4 � I � ` I MATCH E I � ALIGNED W STUDS � � ) ) I r-. _ / o � � � CRAWLSPACE � TYP . ( N �. � I I J - ��- ° o � � -- -- -- - - - -- - --- --- -- -- --- = - 4 � , Q . . ( (� � � E STEP .-� I � � ) � ! D� TYP . ( �o I � w + I � � I �o I- - I T. 0 . F . � � � - - - - - - --�- -- — — ` — - - - - - - t� - - --- -- ---- - --- --- --- ' ---- --- - ---- � � � �, - - - - - - - �-- - - � � — 1 �x11r� OSB RIM � FLOOR - - - - - - - � �— — I r . - - - - - - - � PERIMETER INDICATED THUS , TYP . - � — — — � - - -- -- --- — --= -- --- - ' --- � — — —� . O N 3 � � > c, I 1 /4x11 rs LVL � � � � FlELD VERIFY AL.L T.O.W. ( � F, X , � _ _ � �- — — — — — -- — �" E1EVA _ , ��- — - TiONS PRIOR TO T. O. W. 8578 3 /$ � I _ -� _ , 8579 6 �- i _ w � � � � x , .-. �nn�. PouR - _ � I I , o B . O. W. 8576 3 c� / � s I . � � I _ T. O. PLYWD . � � � M "� I I ---- ------ - -- — — — - -- -- — -- — � �--�- � — �' �_ - O I � MATCH E � CRAWLSPACE � � ) ) � � � I - I I .-. � - 3 7 I � N � ( �— � -�—� PROVIDE ( 2) 1 /4x11 /a LVL , - — -� -- — — — — -- — -- -- -- �' l D TYP . �� � O I I BENEATH STUD PACKS ^ _ ,�h . 13 x � I � '� - ABOVE TYP . /4 11 � LVL I w � � � � - -- — -- ---� — -- — - — — --- � � „ � -- -- \ _ r- - - - -. - - - � � N ) 11 /sn I - JOIST R M - - - - � I . . . . . . . � . . � . . . � . . . . . . � � � � . . I r ' . . . . . . . . . . . . . � . . . . . . . . . . . . . � � . . . . � � . � . . . . . . . . . . . . . . . . . . . . . � . . . . � � . . . . � . � . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . ' . . . . . . . . . . . . . . . � - - _ �— J � . � . . . . . . . . . . . . . . � � . . . . .. . . . . . � . . . . . . . � � � T _ --- -- �ENEATH_TUD ABOVE) _ - - - - -� �T� DO BLE JO S - — -- -- - — — — -- — -- � � _ h-�-�i 3 � N BENEATH STUD I 1 / 1 LVL ( � 5 (— — - - -- -- - I II � PACKS ABOVE — -- -- -- __- -. - — ._ _ _ � �- . - --- S4 , � � T. O. W. = 857 - � � � � 8 3 /a �� I�1 I II . , - _ � I I - - - — = — o B . O. W. - 8576 3 �4 CONT. 2x12 LEDGER -�, � -- - — — — -�, — /a I I-1 > > - -- CANT. JOISTS, W 3 - LL358 � - J I �..� � � � I I I --, � .-. , Q TYP . LEDGERLOK SCREWS — — -- — -= -- -� -- - — — -- — --� — I I = _ � , � o-I- ( E ) T. O . W. 8578 3 /8 � � w �- w ^ � � x p x I � 16 O. C . , TYP . � � I ( � � � �1 � � � _ � _ � I-_l_ _ - --, - - -- � _ � - - - M � - --r- -- - I I �i 4 _ _ —t- p-- -- -- — � 8579 6 � _ I � � I � � CRAWLSPA � FlE1D VERIFY Pl J_ .-, �- � , CE ( I , E T. O . 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NEW FLOOR SHEATHING IS /4 TONGUE AND GROOVE APA STURDIFLOOR, EXP . 1 , SPAN RATING 24 O. C . STR desi ned b _ „ , 9 Y , 3. DO NOT SCALE DRAWINGS. 4. iNia — MTN O D C TES CONNECTION TYPE REF. S1 FOR SCHEDULE. drawn b Y T H �, „ D � 4. ALL HELICAL PIER DESIGN LOADS SHOWN ARE UNFACTORED A V checked b 5. ALL NEW FLOOR JOISTS ARE 11 BCI 6000 1 . 7 C� 16 O. C. TYPICAL UNLESS NOTED OTHERWISE. TOT L ERTICAL LOADS. ULTIMATE LOAD FACTOR SHALL BE 2x LOADS SHOWN . y /s , , _ 1K - 1000 Ibs, SEE GENERAL NOTES FOR ADDITIONAL HEUCAL PIER DESIGN SPECIFICATIONS . 6 . E REFERS TO XI TIN � � � � _ ._ issued � ) E S G CONSTRUCTION ( ) , � N ) REFERS TO NEW ( ) . 5. HELICAL PIER 0 ATI N • L C 0 S INDICATED . Q : PRELIM 09 04 09 � f 6 . E REFERS TO EXISTWG CONS - - - - -- - � ) TRUCTION ( ) , ( N ) REFERS TO NEW ( ) . 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N W R F H A IN I 5 " E 00 S E TH G S /8 APA RATED SHEATHING, EXP . 1 , SPAN RATING 40/20. TDH „ „ checked by 5 . INDICATES CONNECTION TYP — R F. 1 F , Q E E S OR SCHEDULE. issued 6 . NEW ROOF BEAMS EXCEPT HEAD R AR F H , E S, E LUS FRAMED UNLESS NOTED AS ( DROPPED ) , „ . . PR IM 4 7. ALL NEW ROOF RAFTERS ARE. 2x12 s � 24 , TYPICAL, UNLESS NOTED OTHERWISE. EL 09 �0 O9 8. E REFERS TO EXISTING N TR I N - - - - --- _ / O CO S UCTO ( ) , ( N ) REFERS T0 NEW ( ) . PERMIT O9 04 �09 J : . CD SET 10 13 � 9 , � � - REVISED 1 i 05 09 / / REVISED 11 10 09 / / sheet 4 � _ _ JOB 0 .� 08 07 # ii - J ) DECK JOISTS a : � I PER PLAN , : III . ti �- , ,, I .> t . . , _ STONE TOPPING � Q R� ,_ a �f i i►� � ,..m�,o s BY OTHERS � �3 ao � �' . °+� . i� a �` � � o � � I � c,a e� 2Y MAX . �� ( z ) � e� � � I m � „ . S 3 �' s ' III /4 T&G PLYWD . m ���� I o � 0 _ _ - - - - - 0 � � — _ .�� - � ,� _�'�-- � Q s �k� � � � d � : - - - - - - - - - „ � � M�M� �� F X T . 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Q Q ,, , ;, 2 . _ _ : SCALE . 3 4 1 0 � S4 � , ,,, � �� �T� 1�-�--i � ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE- TREATED LUMBER SHALL HAVE A � SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED �� PER ASTM A153. CONTACT ENGWEER FOR A�TERNATE USE OF BARRIER MEMBRANES. � � � CONNECTION SCHEDULE TOP FACE JOIST � _ _ _ � � A SIMPSON LUS210 8 10dx1 . 5 4 10d 0 � ) � � � - 9 - 10d 7 - 10dx1 . 5 � B0 SIMPSON LSSU210 � ) � � �y � � C - - - , r-T, I-+-�1 d SIMPSON PC66 h� p - - - 0 � SIMPSON ABU66 � � r � ` � P � „ �� � l � l . �/ � �, ,../ � � � . . . � �. . . , - . . � � . . . .. � � � . . . . . . . � . � � . � . . . �. . . . . � . . . � � . . . � . � . . . . . . . : . � � . . . . . � . . . . . . . . . . . . . . . . . . . . � . . . � � . . �. . . � � . . . � . : . . � . .... � . . . q.�. . . � � . . . . . . . � . . . . . . . . . � . . � . . . � . . . . . . � . . � . � . . . � . . . . . . . . . . . . . . . � � . . . . � - . . � . n . � � . � � � � . � . � . . � . . . . . . . . . . � . : . . . . . . � . � . � . . � � � � . � � . . � . � . � . . . . � . . . . . . . . . . . . � � . . . . . . . . . . . . . .. . . � .. . . . . . . . . . . . � .. . . � . : . � . . . . . . . . . . : . . . �. . . . . . . : . . . . . . . �. . . . . . . .. . . . . � � . . . . . . . .. . . . . . . � . . . . . . . . . . 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POSTS FROM ABOVE ARE INDICATED : 2 ALL POSTS ARE LABELED AT THE TOP . � „ „ - . DO A , 3. INDICATES CONNECTION TYPE REF. SCHEDULE THIS SHEET. 2 NOT SG LE DRAWINGS. � � 4. E REFERS TO EXISTING CONSTRUCTION - - - --- - -- N REFERS TO NEW . � ) � ) , � ) � ) � - t _ JOB 0 � 08 07 #