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HomeMy WebLinkAboutDRB120013 Plans Gfi��i��I G L.�G�ND fi L�1�1`� L�C��N� � 0 � � � � SYMBOL DESGRI PT I ON SYMBOL QTY BOT?�N I G�L N�4ME GOMMON NAME S I ZE M O / ^ � / � � / ` \ O � � %�' EXISTING PIR, SPRUGE OR PINE TO REMAIN .°o. / j 2 PIGEA PUNGENS GOLOR,4D0 SPRUGE 10' HT. � w ao � � � � � � 2 PIG�A PUNG�NS GOLORADO SPRUGE 12' HT. � ^�^. . � � � ° � ' �, � � � \ / � � a 232 ,4DDRE55 MARKER � � / - - BOULDER / � � I . \ EXISTING ASPEN TO REMAIN L � � l ¢ L I M I TS OF D I STURBf4NGE � � / w o (TYP.) SPRING SNOW a � \ , � �� EXISTING TREES TO BE REMOVED O 2 MALUS 'SPRING SNOW' GRABAPPL� 3° Galiper � a � � o / o U � ¢ ai � � � � � PROPOSED GONTOURS � ,� �� � � � M i / �� � � � 2 POPULUS TREMULOI DES ASPEN 2" Ga l iper , --_ _ � � � �����j �i / EXISTiNG GONTOURS 2 POPULUS TR�MULOIDES ,45PEN 3" Galiper � m° , ( � , / � � / �� �� . ,_ t �� � / � \���i � � ----------'" LIMITS OP DISTURBANGE � � � ,' / I PIGEA 'MONTGOMERY' MONTGOM�RY SPRUG� 3' B#B � � %� ,���-''\ -- a - � � � / �'� 'I' \ (U 8 SORBftRI� SORBI�OLIf� URAL �?�LS� SPIR�?� 5 gallon � �, / � � � ,� � �r.�' � � , � � 2�2 ADDRESS M?�RKER � \ j � O 8 SYMPHORIGARPOS MOUNT?�IN SNOWB�RRY 5 gallon � � BOULDER Oi?�OPH I LUS �.r�` / � � � `' � �- 3 G?�L?.MAGROSTIS AGUTIFLOR?� ��ATH�R R��D GRA55 5 allon ��Y� � / �� 'Kf�RL �O�RST�R' 9 ��� 10' ' - - __ _ �� � _ � 8 H�LIGTOTRIGHON BLUE A�/ENA GR?�55 5 gal lon � ' � SEMPER�(I RENS .�C � ��j � � O 21 NOL I N?� MI GROG?�RPA B�AR GRASS 5 ga l lon � l � � � 5 �1 ' �� � g � �3O ASSORT�D GROUND GO�/ERS AND I allon � i \ � � � �. � ` _ _ � 22 P�R�NNIAL FLOW�RS �lats � (� � _ %� � � � / \ � � ♦ �� RE�/EGETATE ?�LL DISTURB�D f�R�AS � � `� � '��` �•' WITH Nf�TI\/� GRASS AND WILD�LOW�R S��D MIX. _ � � �. / \ �. / � � � \ � � �� � � � / �'�� `,.':`�°. � •..'�k;::.�,`.;.: � .,y:.. I � � SOD- BLU�GRASS � ��SGU� MIX ' \ /� �' / i ���� � .� .a: � / .. , ,- ... :. ... .. ........:. �� ♦ � �\\ _ I � / ! � '�/ \� - 234 �DDRE55 � \ � �L � \ / , - � MARKER � �� � � / � �� \ , � , BOULDER � \ �� `� , �,� �� \ \ - � / J�. I ���I I�t� 1�.���I v� � � . � � /� �C \\ ��� ; i • /,' � � QTY. DESGRIPTION NOTES I • � \ \ � \ /' %' / � � \ �%�; J � � ��_� , / � \ � �� � 12 REGESSED WALL LIGHT ��,, '�� �` � � '\\ / � � �� �� � //� �\ \ \��, ,' / �� J �� -i- Iq PATH LIGHT SEE �RGHIT�GT'S LIGHTING PLAN FOR / • ,' ✓�,' �� \�\ O \ � SPEGIFIG�TIONS OF SITE LIGHTING. � `� �� � ; � � � 8 BOLL�4RD DRI�/E LIGHT '��` l � / \ `\ /��� l, / � � � /� � \ / � � � \ � � \ � � � \ � , � / � �� , � � ' � � ' S I T� GO�ER,4C�� ST�T I ST I GS , � , ; � ;, 0 � , :� � , , � , `� / � �' \ p _ - - Total Lot Size 2q,277 s.f. � L I M I TS O� � , 'i�� � � � � � � DISTURBP�NGE `� `�� ��� � � � Building Goverage 7,568 s.f. (25.8y of Total Lot Size) \ (�P,) � \ . J� \ � - Driveway Goverage 4,188 s.f. (14.3/0 of Total Lot Size) � � `� \ \`� -'� �- �� � \ \ Landscape �4rea Goverage Iq,O�iO s.f. (65.2�0 of Total Lot Size) , � � \ � \� • � 'i�� \ J ��� ���� \ \ � Impervious Landscape ?�rea 3,115 s.f. (I'I.'igo of Landscape Area Goverage) � / � � � Pervious Landscape Area (Softscape) IS,�i75 s.f. (83.7gb of Landscape Area Goverage) � � � � ,, _,_ � i � , �, � � ; � , � . �., - � � . , . � � � ���, , � , � . . , , , ,� \ `, � � —_� � \ � � � � � � � � � � � .� • • � � , � .. � �� // \ �� -• ` . � \ � \\ � \ J //\ /\ .. ` _. � \ // \� /^\ \l � 1 \ � \ \\ / \\ \� / / \ J � \ � � \ \ � - � �= � _ , �,,, � � � � `J ., 1 ' , / ,__ � \ i �� . , � I � > � � , � � :.� � ,�- � \ � � � . . :���� \ -• �: :� ��� � � . �- � � \ � � ���.: � � / / ,:�:. �:,' � ` V � J / � � , � � .��� � � � _� ,��pN •.d:.:. � � � �� �� 5�G �,: O �O ` � I� � ; � . ,.� . � � •� � ; ,..00 � � O � o � . : � -� � ._ �� GRA�/EL PATH- 3" GOMPAGTED NOTE: � �' \ � ROADB?�SE, TOPDRESSED WITH SEE �4RGHITEGT'S SITE � " .'� - � (/� � N i � � 3/8" GRUSHED STONE (I/2" DEPTH) PLAN FOR GR?�DING � �% �� � � b„p L�OT � L,4YOUT INFORMATION �� � �� � � � ,� � i � � � \ � � - � 8 � � �� \•��� � � cd ' L I � I �� � 1 I -� \J O i � � b„Q � � I � � / � N � — \ � '` a� — ; �"� � � � �- � .�,��� � �� � •— _ o � � � i � �- �. � � , � , � � � > U � / � � - - ,�- - �� � � � i — � � \ � \ / (� N = - , � � W W , / / cd «3 \ ,�I '���� , u � � � J � » , / � �J / . �Y �L W \ \ I � �r W �L ��: � � � ; � � � � � l�" � � � �' � V � � � � �., �, �. � � / � � , ❑ � / / � � � � � � — — — — ❑ -, � � � �� � - �\ / �� � ' � , ,\ �\ _�_ �� / �� // � ��\ Final Submittal -6-I 3-I I � � � / , �\ � � ��\ , , � / � Final Bid Set- 10-24-I I � � ' _-- - -� , � ` � t i -�- _ _____-- - �� �\ /i � � Revisions- I I-23-I I � i � ' �� ,-'�.� / _ • • � � / i \ � � ,,-'�� � � \ � � / .\ . � � / Addendum - I I-28-I I � il ,-��/ i �� � � � � i � , DRB change to a roved lans- _,_ __� � � � � � � PP P ` � iI1 �` -, � / * � �11 /� � � " - — � �-23-I2 / / O � ' � � � �-� � l ,� � ;_ ., � , ��� � * ,, � � � �. \ � �������� `- * � ' / ' � - � / J � � � �� � � ��� � � � �� � ��� \\� * � � i ' � / ' / 'i�\ � J / � ��� i , � � * * ;/ /�_ '� � � / I � �.. - \ 'i Q •- * � � �� ' / � // / � I - / ,��� � / IC` UTI�I Y C �S�IAENT � � ��' ' � / /� , ' - � --� \ �' * --------- � � � i / � --- � , �� /// / ' � / / / � / / ` '� / \ ` �/ i � / � � �/ // __ Title: � � - \ �� � � � � / � / � - - -��- - - - - - - - - - - - - - � � - - - , IMlrs o� ��/ , � f' � � / � ��/ �� �/� - -- PLANTING PLAN L D I STURBANGE � � � � � � � � � - - _ � � i / / , , - � ; - - - , � � � � � �TYP.� � � � � � � � � /� � � � � � � , _ - - - - - , - - - - - - _ � � � / � i � / � i - - - � _ - - - _ � � i / � � � � � � - - - - -- � - � � - - - - - , / � � - J I I � �� � � / � / i � J � � � � � \ - - _ _ _ _ � / \ \ � � � /� � � � �/ // / � 1 � ` � � i — — \ - - - \ � - / � � , � � � - - - - - - - - i i � � \ ` �- — — � � � _ i ' � / � � � � — � � `' � \ � � �/—I � // � / � � - - - ` � / / / /� — — � \� — — — — — — � �\ \� � \\ � � � � � � � \ � � / / � / � _ / / � � � � � \ \ ` � � � � � � _ � � � � _ _ � \ � / / / � / / / / / \� _ — � �� / i � � � / � / / � � � � / � /. . _. — — __ � �.........,_. \ _ _ � � \ � i \ � � - - - J � / / / / � / _ .... -�- .. \ \ � / — — _ � _ \ / / / / / '� i � � �- � � � J � _ � � � / '—_" � � � _�,� '" ' - - _ � - � � � - - _ _ _ - - ` � � i � � � Scale: � � i / � , � _ _ _ � � � / � � ' � � - - - � � \\ � � / / i � n — � �� / �- � / � � � — � � � � � A , � � i / � � � � / / / � � � � \ � � � / �� � � � — � � � / / ` _ / _ — — � � � _ / \� \ __ � — \ � � � � - - - - -- \ � / / i � % � �� �i � / — � �, \ � � � / � \ � � � \ i � � � � � � „ Sheet: � i , i i � — \ � � \� � - - � � � � � � \ � � i � � / % , - i � Q / � � � � v � � / / / / / � ,. , i � - - - � � � � � \ / � \ � � � � � � i \ \ . � i i , � � _ � � _ � � , � - _ ,- — , ' / ' � � \ � _ _ - - � � �,`�' O��' , � � , _ _ ` � � i / / ��� // \ 1� � j� \\ /i � � 1 � \ V \ �, i , - 10 5 O 10 �O BO � � ��- , � � � � , � CR�, -- — -- — i � � � �; A � - � � � � � � � „ , O ceres plus, LLC. 2011 � SG?.LE: I = 10 i � �'vP�� \ / � � GENERALNOTES: / � , � �� LOT SIZE IS .672 ACRES, EQUAL TO 29,277 SF i � � ■ � s �O� � � 1.)SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING,AND EROSION CONTROL NOTES , � � � 2.)EXTERIOR LIGHTING- /� � 'i , 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 29 LIGHTS ARE ALLOWED. 29 EXTERIOR LIGHTS 18" ABOVE \ �f \ GRADE ARE PROPOSED. SEE ELEVATIONS AND REFLECTED CEILING PLANS FOR TYPE, LOCATION AND NUMBER � � OF FIXTURES. ss,_4., � � �r--� �'�����-�w � � 3.)ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): g � � � US Mail Onlv: P. O. Box 2378 � � MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE � Physical/Fedex: 210 Edwards g 1 \ Village Blvd, Bldg A Suite A103 � DIRECTLY BELOW(WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE 5" INSULATION PANEL OR�PROX. Edwards, Colorado 81632-2378 `� — — � � � 1"OF ROOFING. � � / ) (970)926 4301, Fax: 926 4364 / — � hans(c�berqlundarchitects.com / � � � � *1- ROOF RIDGE HEIGHT @ SHEATHING=63'-7" g o � / � www. ber lundarchitects.com � �� - � � EXISTING GRADE BELOW RIDGE=31'-4 3/8" � s /�, , �� % N �� , � ROOF HEIGHT =32'-2 5/8" � HATCHED REGION SHOWS� � rp ������ -0 16"PAVER BORDER OVER CONC. � � �RivEwaY sNOw ME�T HEar � � m � *2-ROOF RIDGE HEIGHT SHEATHING=62'-3" � \�I� SYSTEM IN STREET RIGHT OF WAY� APRON SEE DETAIL 8/A6.3 \ FINISHED GRAD BELOW RIDGE=33'- 11" Q� IS ON A SEPARATE ZONE LABELED� J � a,r rHE coNTRO�Box , �„ � / ,_4„ , � ����,� ROOF HEIGHT =28'-4" �� � R ZQ �/E38' i�� ���P � � i %� � - � �' *3- ROOF EAVE HEIGHT @ SHEATHING =54'- 11 3/4�� �� % � �� � � FINISHED GRADE BELOW RIDGE=26'-7 3/4" � � � �� � / �� 232 ADDRESS MARKER� � ROOF HEIGHT =28'-4" � / i � � � � �� 's � �� Z * - _ - � N38 / . � 4 ROOF RIDGE HEIGHT @ SHEATHING 62' 3" � � �/�� � — � �� �� � � � � FINISHED GRADE BELOW RIDGE_ 31'-6" �� � / � / � � ` /��� � �Q�� � � � � ROOF HEIGHT -30'-9" � �� � � � 4 � � — 212 ADDRESS � � �s � 9 � � � � • / MARKER "`5- ROOF EAVE HEIGHT SHEATHING =56'- 10 5/8" � � ' � � � �� � EXISTING GRADE�BELOW RIDGE=28'-0" � 5 �� � / / � /� � � � I / � / � LINE OF EXISTING ASPHALT � � �� � � '� �� � � �� / � �w DRIVEWAY TO BE REMOVED � � � ROOF HEIGHT =28'-10 5/8" � � �� �� / / � �� �i � � � � / p � � �� C� � � � � � / � � � i � i � � E37 � � � � *6- ROOF RIDGE HEIGHT @ SHEATHING=60'-7 1/8" � � � � � / � � � �j �, '— � � � o ' / � �� N __ EXISTING GRADE BELOW RIDGE=28'-0" � � � � �✓� � � � �j� � � LINE OF NEW CONC.PAVER> ROOF HEIGHT =32�-7 1/8�� � � � � � � ��� � � � � �,34i � � 1 / �DRIVEWAY �� � _ � � �' � � s — � � � �, �,�� 2'CoNC.PavER aPRON rRaNSiTioN� � ` ( '`7-ROOF EAVE HEIGHT @ SHEATHING =54'-7 1/4" � , F� �� � / � , � � � ro ExiSriN�ASPHa�T�RivEwav � � FINISHED GRADE BELOW RIDGE=29'-0" � O ��,`� �� �� � � � �` � � - � � ROOF HEIGHT =25'-7 1/4" Z � � �I`1 � _ � � " / , � - ,�'1- � � � � �OQ \ � , �� _ � LINE OF EXISTING ASPHALT� � �G � � * � O � � �� � � � � � � , � ��!�/'/ � , � � � _� ���5 � � �RivEwaY ro REMAiN / \ �a� � 8- ROOFIN�ISHED GRA E BELOW RID E-29'-6"��$ � W N ` � O � �I� , N36 � � 2�`; , LINE OF PROPOSED 20"ACCESS EASEMENT � � M > ROOF HEIGHT =31'- 1 1/8�� � � P - o.. . � � — — � A � S � / � 10'-8 1/8" 6� � ,� � ��/�r��-'���J-��� �/� � NEW 4"WATER SERVICE � � � � �� � �n� _ _ — � � �i/ � � ��f 9 � �4. �NO�E CAL UL 10 S � �� LINE CONNECTS TO � � � � � � � � � � Z � f � EXISTING'T'TO CURB STOP � �� � � N36 w � IF DRIVE WAY IS HEATED 10/o OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE � ��� T PROPERTY LINE / / \ \ �G F�?j�\, \ I -\ /� \ '\ I - 0 --- / � � J � / / '�V � � � � � OQ •7C � � I MAIN UNIT DRIVEWAY. � � o � -�� � � � / � i / ' S� � i � � �' � — � � � �\� ' ��/ SNOWMELT� � � � � � _ - � � TOTAL HEATED DRIVEWAY AREA=3805 SF � � � S �� � � � ��\ �( �; �� � c' � � % �� � � � h � �p�/ � MANIFOLD � / � - - _ � � � � � �'m` ° � � � - ; � I �, � �� I � � THEREFORE 380 SF IS NEEDED FOR SNOW STORAGE � � � � � HATCHED REGION SHOWS �� � ��E36 � � ��' .o � � � / O� N35 � � � � � !�"' � � �'' � �RivEwAY SNOw ME�T - ^ �P � \ �' � / �_ � /� �35 �j ' > 1 - / � � � , � �, '� TOTAL SNOW STORAGE AREA PROVIDED=396 SF, WHICH EXCEEDS THE REQUIREMENT OF 380 SF. � � � HEAT SYSTEM IN STREET � »� � � � �J �� � I �I � RIGHT OF WAY IS ON A� ( � / � � ' �E35- �- � , _ _ � � � ' � � � i � � ,� � � , � 2ND UNIT DRIVEWAY: � Q SEPARATE ZONE LABELED � / i / � � � N34 �� a, � � � � AT THE CONTROL BOX CURBSTOP @� s���` � � ' � ��"� Q s � PROPERTY LINE � � � � � $ � i c�, / � � � TOTAL HEATED DRIVEWAY AREA= 1484 SF � � �G� � � � � � � � �� as.s j � oQ �6�GA � �33 � � � � I � � ; � THEREFORE 148 SF IS NEEDED FOR SNOW STORAGE � M � � �� NEW 2"WATER - � '�'IV� �/ � / / �� �Q� \ � � � � �f C�'Ls' � � � P \ � sERVicE uNES wiT� \ / �� � / � � � cW / / �`O �� � � � ° � � ' — �f � �� TOTAL SNOW STORAGE AREA PROVIDED= 154 SF, WHICH EXCEEDS THE REQUIREMENT OF 148 SF. � �� � CURBSTOPS AT EACH � � � � � � � � ��(�P�� / �'� � � rn � I � � � -� � � � � . ��NE�� / � � �NG� - • / � / �� � � � � � � � 5. TOTAL NUMBER OF TREES BEING REMOVED IS 26: � � � � � � � � � � � � �6v��� �� � � �34 / - � � •��� � � � � �� � � � � � � � � � (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN) � � /' i ��� — — '��� �E34 �— �� � \ � - ,-N35-o � � � � � _ 19 ASPENS � � �� � �� � � � / HEATED SAND SET — � � ,�Z� � � � � 7 PINES Q � � �°� � � PROPOSED�-�-�-► � CONC.PAVER %', �s� � � � � NEw(2) ��j � � — �R�vEwaY \ _ _ � ��o P � ' � � 6. SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE/PATIO/DRIVEWAY/WALL ELEVATION NOTES. N � / � , �,p � � I ,� ELECTRIC LINES R 20�-O° �. � �� � � � � � �� � �� � � �LINE OF EXISTING i p M � �� � \ � �' �� T.O.W p�37�-O��� � �/ � � � / DRIVEWAY TO BE V I � � � � � � � � � � _ - �3 ,-'���`' I � \ �, REMOVED DURWG LOT 7� � i / � � � �� � � � � •B.o.w. @ 34'- ��= � A� � � � coNSTRUCrioN � � \ I � � � �� � � � � � �� " � . � PROPOSED MAIN UNIT NEW �� ° � � � � N34 � � � � � � � � � ,�� � �— � � �` ° �T.O.W 35'-0" � � � N35 � SNOWMELT / � � � � SEWER LINE TIES INTO \\ � C I - �a � �(� � � � � � � s MANIFOLD � � EXISTING LINE p B�W @ 32� �„ I � I o� � \ /° �O (' � � � \J � '��/ � � � �° � , ,_3„ PROPOSED � � � m � ��.o � � \ �� � � °s � /" U NEW(2) \ � � � I 6` �r � � � , � � �� �� , � � � � � FLAGSTONE� i � � � � � � \ / � � � PHONE AND � � � i � / � ��234 ADDRESS MARKER �� i N OVER 6"CONC. � � � � o \ � / / � � �� � � / � CABLE LINES � M , g3 v �.� _� V � � ,- � � � � � � � � � 33'-0^ � MELTED�W � STONE VENEER WALL� � � ���, � � � PROPOSED SECOND � � � / I g�,�� c� � /� � � n62 � � — -APPROX.�� � � � i � � � � UNIT NEW SEWER LINE -�� \ / as�-s° I/ �°�° �° / � Y M STONE I � LOCATION OF �A �� � , �� �(� , �� � � � � `b� 33�_0,. / � � �� � � /V _� "� ` � � TIES INTO EXISTING T.O.ST PIER39'-0" / � ( \ �N� / T.O.W @ 35�-O° VENEER � � ' � \ EXISTING GAS ` � � � 'SNOWMELT I I � g°S �� � � � � LINE WALL �� � I � � - - .� p LINE '�o i <� / \ �/ � � �0 I ' B.O.W. 32�-6�� W / o � MANIFOLD �,o � \ �� � LINE OF EXISTING DRIVEW�Y � � / � � � �� T.o RAiN @ sr_s"� , . 32�_�" � I � � �� � � �'�� �� `` N32 F�� � V I � / � � 1 � � V � � sa� � oQ�c l ��� �n I 3 9X19 � ��� �o� � ,, � �,,�, � � �� , � � � � � � � o I I � _' � �- � � � � � �� 3°�� �LINE OF EXISTING � �� / � �� �� '/ � u� � � SURFACE — — �, �J � � � � 32,_s,.`� \ _ � � � � / '- � " ` � HEATED SAND SET � � � SIDE WALK �3s'-o" LANDSCAPE DRAIN . � � � PARKING � \ � � 2 gX�g � � � � ' �� � x � � , � — — ,�--\ , � � � , / ( ) \ � / � �CONC.PAVER � 3s'-s^ ' _ �INLET � � / � A SPACES � �I � � i ENCLOSED �� I� � REVISION ,� � � DRIVEWAY � � �1 � 32'-0" o �� � �� � � � �� �- / PARKING � � - . � -___ _ � \ � o � � �i �� ��Q� � � � o � � � � 2.2/o SLOPE� � ai�-a vz � �� � � _ ' / \ / � � ` 7 � � 1.6/o SLOPE r � � -�--' SPACES / 32'WIDE X 35'LONG FIRE � �cP� � � 5�,0 �-�1� � g�,� GAS METER , �/ � � �� � - �- � -� � � � � � ��� � � I TRUCK STAGING AREA O °I� � °I� � � � \ � � � � � � � .p � 2 � 5 LOCATION(PAINTED � \ � \ � i � � � ,�' � Revision � -� — — ' � � �"� �V � ��� � � �� � � �TO MATCH ADJACENT � j A 33'-io" � �� �� � � \ � 32'WIDE X 35'LONG FIRE �.� � % � � � � R2VISI011 D812 DOSCt'I t1011 33'_3" V A � � / p N � HEATED SAND SET � TRUCK STAGING AREA �� � � � / � � � ,33� � � ��� � � � � � STONE)� / \� � � � / V ` -"� V � � � � / � � 154 SF SNOW STORAGE ���� � �33'-s" � T.o.DRAIN @ 32'�0" - - � � 33'-0" �CONC.PAVER� V L--�— \— — — � / � �� � � � � �� �� � � � � � � � - � 33'-1" � \ � � � � DRIVEWAY � � � � � � � E33 ���, " �396 SF SNOW �� �� � � � � � � 07/15/11 LANDSCAPING���� � � � �� � � � � � � � `' � �� � i 3z'-o" � � STORAGE �i �' LOT � � " � DRAIN INLET� � �- � � � � , � � �� \ \' V � � ELECTRIC METER LOCATIONS, � �� TURN OUT � a A � � � � � � � LINE O EF XISTWG HOUSE ��- � y(4)ASPENS TO �' � -(METERS AND CONDU�T PAINTED � �Q�� � ' �� g�,�P` � \\ E31 E32\ \ cD � \� �� i �� � � � SHOW BUILDING HEIGHT \ CALCULATIONS AT RIDGES AND EXISTING HOUSE MAIN LEVEL �� � VBE REMOVED � =T0 MATCH ADJACENT STONE v g°�° � �� I � r � � � � � i� � � � �FINISHED FLOOR @ 8134.5'V � ` � � )�� � 3a'-o^� � � � � /3' � O � R � � � ,' \ � EAVES,NOTE THAT METERS AND � ` V � X2 � � 33'����" � � _ 32'-6" �n , � � I � , � � � CONDUIT ARE TO BE PAINTED TO _ _ WALL I 33'-� � � � � � � 'a \ 2p, � � MATCH EXT.WALLS,ADDED � T.O.W 35�-O�� ��" �. DRAINAGE EASMENT X I @ � / ' � � �\ �Q�� � �� ��� 33,_g„� � � � � �� (2)ASPENS TO � � �- � � � _ � i __-- � , �BE REMOVED A -E30- � � � i � � � , �- � �-� � � � � B.O.W. 32'-0" i � � � � �°I°� �� � �-° � � ���� T.O.STRUCTURE @ EAVE @ 53'-1 V8" E3 �\ � � �6 ASPEN TO BE � ��, � �� � � / ,-� �. � � � SNOWMELT � � I _ � i � � � SNOWMELTJ' �� `�V� � � iu � REMOVED ' � � � i � \ FLAGSTONE � - , < � Q % � � � MANIFOLD��' � i / � � � � � � ��� � � MANIFOLD� 0 � � - \ � X • � � � STONE� LARGE MOSS ROCK i \ � OVER 6"CONC_ � ,p 3a'-o" � a O � ; � r \ 33'-0^ �- A � � � BOULDER I � � � �v � \ � � / � VENEER WALL /� O� � � \SLAB SNOW � � �� ��� ��/% �� � � �- ���_ � � � � ` - � i 1 �%� �2� � \MELTED' / \ o_ ; � ' � GROUPINGS L \ \ � �5.0� � Q<v � gg�_���� 2ND UNIT WATER � \� � V ^ '' � � � �.� LINE OF -' ��� r � � � , � `' � � , � �;� � �� / � � O � �o � �� �SERVICE LWE � � �� � BUILDING � A � � ' �� � � N32 "' � �� � �� �" o - � ��p FOOTPRWT � � , PROPOSED NEW � �%� � as,_s„ � \ � a's" � � - A � � � � s� � �2�sx�a� ��,,�� � / � � �� I ��as uNE \ — — — — � � � — — _ � � � 33 io"��' � ENCLOSED "A� �� � � MAIN UNIT WAT R�� - � � - 33'a" � � ON GRADE PAVING PATTERN � � � N31 �� � � � G / P \ � � � PARKING ��G � � � SERVICE LINE � ; � \ � ��N31 N30 \ � � " �� � ��\ \ \ SPACES � �p� � \ ���_ ��\3a,_o„ � r w � � //���E30 \ \ �/ � \ �� ^� � � ` � T.O.STRUCTURE @ EAVE 45'-10 5/8" (4� � �� � � � � \ N3� � � � � � � • �a � � \ �'a ��(2)9X18 � � �� � O \ / � � � � °� / `�° ENCLOSED �` � � � N32 � ,�O � � � � V� 0 � <v �p \ \ / _ __ __ _ ___ __ / PARKING / • �• :. � � �� \/� � \ � 1 9X19 OPEN � \ /� ��� � � � ���/ �pQ� � � '�� � � � � � � � � SPACES � SEWER LINE � ��� 3s'-s° \ N33 � � �(1)PINE TO BE REMOVED � � PARKING � � � � � � � � i � � � � o�o � � Q� ` � � FROM LIFT I � � � � � � SPACE � � / � � ` ,�i E3� �✓ � � / � - STATION � �� O � � � //� � I � / I � � �i 2 ,�p,°I° ��O FLOOR @ ENTRY 34�_��� � � � - �, i �� � � � � � ��� �� T.O.W p�4O�-O� � N ��� � � �°' ���� "'cr' � � ��- � � .- �� SEWER LINE FROM MAIN � � �V � � � � - � N32 �.��� � �� � � AND UPPER LEVELS � I �II� B.O.W. @ 30 -O � � O�, I / � � � � � �'' ' � 1 � � � � � / � � � 30'6' � A � �j , \ '� / e �o o / — � T.O.STRUCTURE @ EAVE @ 55-10 5/8" I � I / \ � / � � � � � � � T.O.STRUCTURE @ EAVE 53 2 3/8" � •— � � r� � � � / � � LINE OF BUILDI G FOO INT � � � � 33'-��" � � �� � ` � � � � � � — ��s' � � � � � � � � � � � � � � � i � T.O.FINISHED FLOOR / � � V �10°/ FOR��� E30� � � � � � � � � � � � � ' \� Q T.O.STRUCTURE EAVE @ 56'3 3/8" � � �LOWER LEVEL 8124�-$3/$�� -���I - T.O.FL IO�ENTRY 34'-0" � 0 � @ I- — —�-� STONE STEPS� � E32 �O � MAIN LEVEL @ 8134' � �� @ � � / RADIATING FROM �6`�� I' � `� \ � / ' ���\�l � � � � / I o�o � A UPPER LEVEL @ 8145' � � i WINDOW FORMS TO I , I � �Y � � ' / I�OT � '- ' °j (2)LANDSCAPWG � � _ � � � �.� � UPPER LEVEL OVER KITCHEN @ 8147'-11" � I I I � tv`�' PROVIDE ACCESS TO � �' DRAIN INLETS � �� � �� � ` / ^ _ _. � � � / EAST SIDE OF HOUSE- (5)ASPEN TO ir� � �� � � � � � , c I .� @ 54'-z 7/a" � T.O.W.@31,_3,. � � � 8 � � � � � �� ��aE REMOVEO � � Nzs ��w_ � � � � _ � �� � � � � ' � � (p� T.O.STRUCTURE 61'-7 1/8" � I� � I O — � � /� � � �], — —E31— / -� � � � � � � �"�� � � �� I I /� � �, � � � � �� .� ��� G � � ,� � � �- - � w � WINDOW WEL � � � ` �� - T.O.STRUCTURE @ 63�_�° � I E32 � � � �/ i � � �� � � � 30 �O � � � V � � � T.O.STRUCTURE @ EAVE @�4'-11 3/4" � -- _ � 1 � I i — � — �� � � %N29 j� C� � � �� �� � � � � � � �� - � T.O.STRUCTURE EAVE 53-23/8" � � � �� - - � � � ' � � � �� � � @ �� � T.O.STRUCTURE @ EAVE @ 55'-10 1/2" �0���� ''$� _ N30 T.O.STRUCTURE @ EAVE @ 51'-6 1/4" �� � �- - - -E30__ � � �i � � � � � � \ � �� so � - � %FOR��� � � � � � � � '�3 � � � � � _ �� / / � -- -� - - ----- -_._ '� -� � - - 10 _(1)PINE TO BE � ,��V 1/ � � � \ TA.STRUCTURE �E 56'-9' � � �. p — — —r? Jr — -� REMOVED x — � - 'L � I \ @ @ - � � M M � T.O.PLYWOOD � /I \ � \ � � � - � � / � / \. � � , . -� � _� � , � @ - � : , \ � � r , ; , �'� I GRADE @ 32' GRADE @ 32' GRADE @ 31' �U (V � i LANDSCAPING DRAIN INLET , L — — — — — — — � � ,� �� \�_ -UP ERE EVEL @18144 9 19 3/4 LANDSCAPING ' \ � � � � ' � / / / � \ ` � - -z--� � ��� � UPPER LEVEL OVER KITCHEN @ 8147'-8 3/4" T.O.STRUCTURE EAVE @ 54'a i/a' DRAIN INLET % � �, � � � / � / � �\ � / � �� T.O.STRUCTURE EAVE @ 53'-7 1/8" T.O.STRUCTURE @ EAVE @ 53'-7 1/8" � _/ \ '��/�\ � , / � / � � � @ N30 �, o o.sTRUCTURE @ EavE @ s��i�ii2^ ; � �5�� _ _ � GAS METER � � � i _ � � � I `T.O.W. 30�_6��\ � �\ . — � _ _ / � �� � I �I � T.O.STRUCTURE @ EAVE @ 56'-10 5/8" �� � LOCATION(PAINTED �� � � � � �� _ _ � \� � � � � � / � � � � � �- � I TO MATCH ADJACEN N � , \ i � _ _ / I � ��� � � �� � �� T.O.STRUCTURE @ EAVE @ 55'-11 1/2" T.O.STRUCTURE @ EAVE @ 55'-10 5/8' � /__ � � � � � � � � �� - � (2)ASPENS TO � � � -� - i *4 ❑ J — �� �� �'� � , �� STONE � ��-o � � � � / - - � - / � � � � BE REMOVED I I _ — ; � � � � � � -E31 -�� -❑ A � � � ;% �� �i: � � 0 29,_6„ � i � � / � �� � � � � � � � � � � � � � � � � � � �� _ - - - i/ �E28 � � � �Q � � ���" �s' � � � � � � , � _ A , / � - - -= � . � , � � � , '�, � , — � _ � � i , � �T.O.STONE @ 33'-6"-�- O � _ �� GRADE @ 30'_0" - L OT � � � � � � � � � � , K , � � � ' � ; � � ��,_, T.O.STRUCTURE EAVE @ 55'-0 3/4" � J T.O.STRUCTURE @ EAVE @ 52'-5 3/4" � _ _ 29 _ _ — — S��(BAC � � / � / � � \ — � � N30 ��. � , - �� -- -� - � '/ ' � � �� -m � �' � `���� - � � � � BvA�D�NG i / � � � � - - � '�. � � T.O.CHIMNEY�CAP @ 55'-5" � � � � �N29 � E28� �� � ��� � p � /� �� � �!� � � / pQ��� � � � � � o m � � 5' Z� � � � � p / / � � � _ � _ � � — � � � � � � � � / � � � � -S E27 � -�- � � ��-E30C _ , � � - ��` � j ; � � `� � � � � � � F�' / � � � � � � � � �� � � N29� � � �� • • � � � � � � / / y��� � � � �/ ��� � � � � �i I � � *g � � � \ � � � � � � � ''��� � � II � � � T.O.ST NE @ 33'-6" j�_ � - iLINE OF EXISTING AUXIL'( RY BUILDING � _ _ _ _ � L� � � � — � / � � � � �� � � `� ��� � � _ T.o.srRUCruRE @ EnvE @ aa'-5" I AUXILIARY BUILDING MAIN LEVEL � � �/ � /� � � / � � `� � � i � � ��� / � � � � � � / � I FINISHED FLOOR @ 8131.8 � / T � �- / E29� � T.O.STONE @ 33'-6" �� � — � I � � / � � � � — / � \ � �� ��� � � � � � � /� � � ������ � � E�� ��� � � � LIN OF BUILDING FO�RINT � /� � � � � -� � � � ' � � _ N2� � iE27� � � � \ � I ,, - - � < � !� j ,� � � � � 2 � � � (4)PINES TO BE REMOVED — _ � ' � � -- � � -i , %, � � � � � / � � � �� �� A _ - � � " ` s�ne zs._o�� � w \ � —��f — � �� � �� Ez� � � � I / � / � � / / / — —� — - .c� � —\E28 _ �� � p _ � `- — — — � �� � � � � / � / � - - - � � � , � , , , � � v , � �N � - ' - - - �T.O.FINISHEDPATIO@28'-9„ �� - '�- � ' � ' = � �� - ' - - � � — - — — — � � � � � / � �I A �c� � I � H B � � � - � BUILDWG SETBACK � � � � o \ ��Z / � �E27�� � . � �- � � _ / _ -- - � T.O.FINISHED PATIO @ 28._g„ �N2H I � �� � � � / � /� � � � � � / � — -- - � �, _ I, � ��� �.r — �— , � i � � / � o � �� i � � .O.STONE PATIO @ 26'-0" 00 T.O.STONE SLAB @ 27'-9" �� � / / v - �� � � SLAB @ 25'-11" � / (i j PiiJE TO BE REMOVED� � � � � ' � � � / �U UTI�,T -f,JEMENT � iE26 / � o� - - - - - - -� _ � ' - - � N27 � � ��� / � �C� � � � � � � � �- _ � � \ ,/�� � � � � / ' � � T.O.STONE SLAB @ 26'-9" * � �� � � � \ � -�/ - I O.STONE SLAB @ 25'_0" / � / ` � �S' � / � / / � � � � �E25� �� � - � � - — — _ � � N26 � � � � � � � � � � � � / � � / . � / � � �E27 �_�� / � \ / / / � / / � � / i � � � - �E24� ��� � �� DAYLIGHT W/�R P�RAP � �� � � N25-���� � ��� � � �" � � / � � � � � � / � � FINAL BID SET � � ' - RE:CIVIL � � � ���� PROPERTY LINE �� � � � �,� � _ � _ _T.O.W @ 27�- ., PERIMETER DRAI� � � � � � � � � / / � � � / � E23 — -- / _ — — - � _ _ � _ — �� DAYLIGHT W/RIP RAP � � � _ -E26 \ � � � � i / , = � � / � � � Issue Date 10-24-11 � B.O.W. @ 26�-0��-_ — � �RE:CIVIL � � � � � � � � � / ' � � — — � � -� � � � � , � � i i � � � � � ' / Drawn by BK�/ � � � E2r — — � � � — — � � � �� � LINE OF DECK TO BE REMOVED \ � � � �E25 � � � _ _ _ � � � � � / / / � � � � � � , / � I � i � Checked by HB � � �� � � � E21 — � � _ _ - - - - � � — � � � � � � � � � � � � �E24� � � � � � - - � / � � � � � � SC81@ AS ICldlCated —/ � � — �� � / - ' � / � � � � / � , _ -E20 - _ - - � � � � � � _ — _ — � _ � � �E23 � � _ � — — � � , �� � i � � � � \ � � � � - - - - - - - _ � / � � � � � � , � — � � � � / � � � � — � �E22 � � � h� � � � � / � � , � , � � \ � � — — — - - - ` / O - _ '� � _ _ _ _ _ _ _ _ � � � i / � \ �'YE \ � � � � � � - - I ��� � � / � � � � � � � � � � \ � R����DP�AI � � _ � � � � � � � � � — _ l� OP�'P�N � � � � � / / � � � � �00 1g / �, � , N � � � - , _ - , _ � -�F��� � , - , � � � - / SITEPLAN � � YEqR F � �c // / � � �� —E21� � � � � �EP / / � � , , �O � / - �� / � � / � / � � � �00' i / � / i � � - � � � ��P�AIN / � � /i � � � �\ � � � � � \ — _ — �� �„ �. i / / / � � � � / _ / � � � _ — � � - - - � � V / � L�_ � � �`�� �� � � / � � '� � � � � / � � '/ � V ���� � � , , - - E20- � — � � � �— -- � � � �� � � / i / � cy SITE PLAN ,�'�� � / � � � � � ._ � ,� \ — — � � T � �� � � i � , ' / � N A2 . 0 � �- 1" = 10'-0" � N � �- � 0 �o � N M O � � � O W O � � w dp � N = M F. O U ^ O� F- O' L = �, U �O � � ¢ w O a � 1��4N��G��� NOT�S � ����I�I G�T I ONS: � o o � I. THE LRNDSGAPE PATH ON THE WEST SIDE OP THE HOME SHALL 8E 3" GOMPAG'fED ROADBASE, TOPDRESSED WITH 3/9" QUARTZ I TE TREAD ¢ y GRUSHED STONE (I/2" DEPTH). � RIS�R- STON� J w TO MATGH �NTRY +/-18" +/-�'-�{" +/-3'-O" 2. IRRIGATION - PERMANENT UNDERGROUND IRRIGATION TO ALL AREAS. POP UP SPRAY DOUBLE GOVERA6E AT LAWN AND M PERENNIAL FLOWER BEDS AT HOUSE �NTRY AND BAGK TERRAGE AREA. POP UP SPRAY SINGLE GOVERAGE AT NATIVE TERR�G� SE� PL�N S�� PLAN SE� PLf�1�1 GRA55 AREAS WITH WILDPLOWER DRIFTS. DRIP IRRIGATIDN TO ALL PROPOSED TREES AND SHRUBS. -= N ; _ , X 3. QUARTZITE STONE POR THE STONE STEPS ADJAG�NT TO THE ENTRY OF THE PRIMARY UNIT. - : - ,� m 4. LANDSGAPE 80ULDERS AND STONE SLABS TO BE SILOAM STONE. �� QUAi�TZIT� RI��R- � I TYP. � 5. EDGING - NO LANDSGAPE EDGING IS NEGESSAFZY. n L��� � STONE TO M�4TGH O I I �NTRY TERRAGE � 6. THE PLANTING PLAN IS DIA6RAMMATIG. ALL PLANT LOGATIONS ARE APPROXIMATE. QUANTITIES SHOWN ON THE PLANTING �' `` �J "� S�� ARGH. � LEGEND ARE APPROXIMATE AND ARE FOR THE GONVENIENGE OF THE GONTRAGTOR ONLY. PLANT SYMBOLS TAIGE � � PREGEDENGE OVER PLANT QUANTITIES SPEGIPIED WITHIN THE LE6END(5). _, I 1-1 I �-I I 1-1 � 1-� - � SIT� PL?�N i I I I=1 I I�I I 1=1 I I i�I I I 1=1 I �: 'I. GONNTRAGTOR SHALL NOTIFY THE LANDSGAPE ARGHITEGT OF TFIE DISGREPANGIES BETWEEN QUANTITIES AND SYMSOLS -I I I I I -I I L�W� MO�T�� ��D �-I I I 8. LANDSGAPE GONTRAGTOR SHALL APPLY A GONTAGT HERBIGIDE,WHERE WEEDS ARE PRESENT, PER MRNUFAGTURER'S I I I- SPEGIP�GATIONS, PRIOR TO GOMMENGEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO GONGRETE SLf�B CAMPLETELY DI� HAGiG, INGLUDIN6 THE ROOTS BEFORE BE6INNIN6 WORiG. 9. PLANTS SHALL EXHISIT HEALTHY GROWTH AND BE PREE OP DISEASES 8 PESTS. TF-IIGKENED EDGE GOMP/�GTED _ I NOTE: RO/�DB,45� I I-I I I -I I � 10. ALL GONTAINERIZED PLANTS NEED TO BE TO ED6E OF GONTAINER 8 HOLD ROOT BALL TOGETHER. STRUGTUR�tL AND STEEL REINFORGEMENT GOMPACi�EI� ,-I I I�i, I I I '' II. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE M015TENED. PER ENGIN��R'S DESIGN � D�TAIL SUPG�f�D� 12. ALL PLANT MATERIAL SHALL BE PLAGED IN PITS HAVIN6 A MINIMUM DIAMETER OF I50 PERGENT OP THE PLANTS TOTAL i- ROOT BALL OR GONTAINER VOLUME. � 13. PERENNIAL BEDS SHALL BE SAGiGFILLED WITH A 3:I RATI O OF TOPSOIL 8 GOMPOST TO A DEPTH OF 8". ���T I �I� � - �O�T��-��� �l����� I �� ����� 14. ALL TREES SHALL HAVE THE ROOT GROWN PLANTED 2" ASOVE THE SURROUNDING FINISHED 6RADE. ALL SF+RU85 SHALL � HAVE THE ROOT GROWN PLANTED I" ABOVE THE SURROUNDING FINISHED GRADE. 15. ALL TREES SHALL HAV� ALL TWIN� OR OTHEfL SINDING MATERIAL REMOVED AROUND GROWN OF TRUNK. ALL TREES SHALL ���ii _ I ic�ii HAVP SURLAP AND 81NDING MATERIALS PULLED BAGK PROM A MINIMUM OP THE TOP ONE THIRD OF THE ROOT SALL PRIOR TO BAGKFILLING. I6. ALL SHRUS BEDS AND TREE WELLS WILL BE MULGH�D WITH TWO (2) INGHES SHREDDED HARI�WOOD BARK MULGH THROU6HOUT ENTIRE SED. PERENNIAL PLANTING 8ED5 SHALL NOT REGE�VE BARK MULGH GOVER, BUT BE TOP DRESSED WITH I" GOMPOST. GONTRAGTOR SHALL PROVID� SAMPLE OF MULGH TO LANDSGAPE ARGHITEGT PRIOR TO INSTALLATION. 17. EVER6REEN TRE�S I6'+ IN HE16HT AND ALL DEGIDUOUS TREES ARE TO 8E STAKED WITH 5 FOOT STEEL 'T' STAiGES AND GUYED WITH 12 GAUGE, GALVANIZED WIRE AND I-I/2 INGH WIDE GREEN NYLON TREE STRAPS. STAKES ARE TO SE REMOVED 3 YEAfLS FROM DATE OF INSTALLATION UNLE55 OTHERW�SE APPROVED BY OWNER OR LANDSGAPE ARGHITEGT. 18. ALL EVERGREEN AND DEGIDUOUS TREES SHALL SE PROVIDED WITH AN "EARTHEN SAUGER" AT ITS BASE. SAUGERS ARE TO S� GONSTRUGTED HAVING A MINIMUM SHALLOW DEPTH OF POUR (4) INGHES. SAUGERS SHALL SE �NSTALLED ON DOWNHILL SIDE ONLY WHEN PLANTINGS OGGUf2 ON A FfILL51DE. Iq. ALL NEWLY PLANTED TREES 8 SHRUBS SHALL BP FPRTILIZED AT THE TIME OF PLANTIN6 WITH SIOSOL MIX, ALL-PURPOSE �ERTILIZER PER MANUFAGTURER'S SPEGIFIGATIONS. FERTILIZPR TO BE MIXED IN WITH BAGKFILL. ��'��'��� 20. ALL PLANTING SHALL SE GOMPLE'TED DURING THE NORMAL GROWING SEASOtJ;NO PLANTING SHOULD OGGUR DURING S�� PL1�N INGLEMENT OR FREEZING WEATHER. 21. LANDSGAPE GONTRAGTOR SHALL SUPPLY AND DISTRISUTE GOMPOST TO THE SITE. TOPSOIL NATIVE TO THE SITE IS PREFERRED IF AVAILABLE. IF TOPSOIL IS NEEDED FROM OFFSITE, THE TOPSOIL AND GOMPOST ARE TO SE APPROV�D SY OWAIER OR OWNER REPRESENTAT�VE f'RIOR TO DPLIVERY. TILL 6" TOPSOIL B 2" GOMPOST, AND TOP DRE55 WITH I" GOMPOST FOR ALL PERENNIAL BEDS. SPREAD TOPSOIL TO A DEPTH OF 4" TO ESTABLISH ALL TURF AREAS,SHRUB 8ED5, 8 TREE PLANTINGS. A DEPTH OF 2" FOR ALL DISTURBED AREAS TO REGEIVE NATIVE REVEGETATION, AND FOR THE AMENDED URN T.�.D. SAGiGFILL OF ALL NEW TREES AND SHRUBS. SGARIFY EXISTING SOIL SURFAGE PRIOR TO THE ADDITION OF TOPSOIL TO FORM AN ADEQUATE BOND. POR FINISH GRADING,501L SURFAGE SHOULD BE A LOOSE MOIST SURFAGE. PLANTING SHOULD � �' 'r`r� OGGUR WITHIN 10 DAYS OF SURPAGE PREPARATION. 22. LANDSGAPE GONTRAGTOR SF+ALL SUBMIT THE GOMPANY'S WRIT'fEN DOGUMENT REGARDING ITS POLIGY ON PLANT �P`WN QUARTZ I TE GAP � 6UARANTE� AND REPLAGEMENT TO THE OWNEft. EAGH 6UARANTEE SHALL GONFORM TO THE M�N�MUM STANDARD OF REPLAGING ALL MATERIAL INGLUDING LABOR, DUE TO THE SIGKNE55 OR DEATH OF A PLAN FOR A PERIOD OF ONE-YEAR -I I I-I I V�N��R- STONE FOLLOWING THE PLANT'S INSTALLATIONT. NURSPRY STOGIG IS NOT GUARANTEED A6AINST FLOOD, OWNER NEGLEGT, TO M�4TGH ENTRY VEHIGULAR OR LAWN MOWER DAM?.GE,STORM DAMAGE,THEFT OR ANIMAL DAMAGE (DOMESTIG OR WILDLIFE). - � i TERRAGE 23. GONTRAGTOR IS RESPONSISLE FOR THE PRESERVATION OF EXISTING LANDSGAPED AREA,DAMAGE INGURRED IS TO 8E � I- 6 � � REPAIRED AT THE GONTRAGTOR'S GOST. _ ' a. a d ° � �/�W� 24. TURF FOOD 10-5-5 OR 14-5-5 ORGANIG PERTILIZER('RIGH LAWN' BRAND OR EQUIVALENT) SHALL BE APPLIED TO ALL NEW SEEDED AREAS PER MANUFAGTURER'S SPEGIFIGATIONS. I I I I V I I I� -I I I "�f ��:�� - - - I II � II - - �� � �-� � �i T�MPOfi`�i�Y ��OS I ON GONTizOL NOTE: � I. THE GONTRAGTOR SHALL PROVIDE �ROSION GONTROL IN GONFORMANG� WITH BEST STRUGTUR?�L f�NI� GOMPAGT�D �-GOMPAGTED M,4N,4GEMENT PRAGTIG�S. Sfi��L REINFORG�MENT RO�I7BA5� SUBGRADE 2. A "GEOPAB" SILT FENGE IS TO BE EREGTED AT LIMITS OF DISTURB?�NGE DOWNHILL i��i� �NGINE�fit'S c,T�i�S ��YOND- O� GONSTRUGTION AND IN PATHS OP DRAINAG� PRIOR TO EXG?�Y?�T�ON AND KEPT DESIGN � D�TAIL S�� S�GTION ?c IN PLAGE UNTIL PINISH GRAD� IS AGH��VED. 3. AT TH� BASE OP TOPSOIL OR PILL501L STOGKPILED ON SiTE , A "GEOFAB" S�LT P�NGE OR STRI�W BI�L� 5,4TURATION BERM SHALL B� EREGT�D TO GONTROL SILT ���T I �I �l � - ���T��-��T �l���T� I T� �����T�� aND SEDIM�NT. � 4. TH� GONTR�GTOR SHALL BE R�SPONS�BLE POR PREV�NTING THE RELEASE O� S�DIM�NT-LADEN W,4T�R (MUD) PROM THE SITE AND SHALL B� REQUIRED TO INST,4LL I „ : I ,��„ ADDITIONAL GONTROL FAGILITIES AT THE DII?�GTION OP THE LANDSGAP� ARGHITEGT OR APPROPRIATE TOWN O� VAIL O�PIGIALS, IP PROBL�MS OGGUR. � � I. SET POSTS AND EXGAVATE A � 4"x 4"TRENGH UPSLOPE ALONG � � I� THE LINE OF P05T5. •� .�..� b'MAX. � Q � � �v� 3 c�i 4"x4"TRENGH W � •� 2. STAPLE WIRE FENGIN6 TO N � STEEL OR WOOD POST-EMBED 3' � � � THE POSTS. L MESH SPAGING(6"MAX� � N � � 12 I/2 GAUGE MIN. �� � 0 � � � U 3. ATTAGH THE FILTER FABRIG TO `�� � = TFfE WIRE FENGE AND EXTENT IT ��� J ;' M �(C3 �(C3 ��TO�,�N��. J � > > b"HT. FL��� 4. BAGKFILL AND GOMPAGT T{iE EXGAVATED SOIL. Revisions- I I-23-I I Addendum - I I-28-I I DRB change to approved plans- I-23-12 EXTENSION OF FASRIG AND FILTER FABRIG WIRE INTO THE TRENGH GROUND LINE EXGAVATE TRENGH APPROX 4"DEEP x 4"WIDE. (FILL TRENGHANGHOR FABRIG AND GOMPAGT FILL) EMBED PA6RIG APPROX 8" IN TRENGH NOTE : 5ET EAGH ROW OF 51LT PEh1GING(3')THREE P�ET PROM THE OTHER. IN ADDITION Title: �I�T ��NG� NOTES & DETAILS �.�. � �.�i. Scale: � �� _ � �� Sheet: O ceres plus, LLC. 2011 � / � / / 1 � 2 3 4 5 6 7 � 9 �10 11 � 12 13 � 14 15 � � 16 17 � 5.1 � �, � \ A5.2 1 1 � � 2 � '� � 2 � 2 � 3 4 4 � A5.1 A5.2 � A5.3 � A5.3 �, A5.4 A5.5 A5.5 A5.5 A5.5 � � A5.1 � 5'-7 5/8" 5'-9 7/8" 15'-4 5/8" 13'-11 1/2" 7'-6" 4'-3 1/8" 2'-9 5/8" 14'-5 3/4" 5'-9" �3'-3 5/8" 11'-9 1/4" 3'-2 1/4" 7'-1 1/4" 12'-10 1/2" / 13'-4" 7'-0" � � ��,��2 � � GENERAL NOTES: �, � � \ I '�`�� \ � I I � � 5� I � \ � I A5�8 � �1 I 1 I I � LOT SIZE IS .672�ACRES, EQUAL TO 29,277 SF � � \ / � / .4 5.1 � � I � E33 � ,�c,A� � � � ' 1.)ALL ROOF HEIGHTS ARE TO THE TOP OF SHEATHING ON ROOF PLAN SITE PLAN. � 3' � 3 ��A� ���� � � A5.2 �� � � � AI 4 2 ' 2.) PROVIDE ENGINEERED NOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. � / � I I SUBMIT FOR APPROVAL. PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD � I \ I I $ I " � I I i I I � I Y� I SYSTEMS ALL ROOF AREAS. SEE SPEC FOR MORE INFORMATION. I US Mail Onlv: P. O. Box 2378 A4.5 � ��� � � a / � , � '�° / @ t3L Physical/Fedex: 210 Edwards I2 V 6" �` /� � � i' �. � � � I ��^ I Village Blvd, Bldg A Suite A103 o�� � �� j 9 i 3.)SEE ELEVATIONS FOR J-BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE. Edwards, Colorado 81632-2378 '�� � �, � � - � i as.� 2 PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS, UNDERGROUND HARDPIPE TO DAYLIGHT,AND (970)926 4301, Fax: 926 4364 \ \ 2 \ \'? � / �, '� / / �FUTURE 3' HIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER. � hans(c�berglundarchitects.com I I / ; j�� i � I �� � I I I � �� � I I�� �� I � I I I � � I I www. berglundarchitects.com � � 4.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON SITE PLAN): � ' � % '� / I °`�'\$ A6 / i'I � � MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE 6 \ � ' i � � � E o DIRECTLY BELOW(WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE 5" INSULATION PANEL OR � \ s � � \ 3 ,�'l��' / � � �,��2 / APPROX. 1"OF ROOFING. � � ;� � A6 s % �� /� � ^s 5 � 2� � � � / � 3" � � A4.5 �� I '�. I I � � *1- ROOF RIDGE HEIGHT @ SHEATHING =63'-7" � � � � � �� � � � � � � / � t�su = _ � \ � / � �\ / � EXISTING GRADE BELOW RIDGE 31' 4 3/8" / � , 1 _ � � � � � �' � - / � ROOF HEIGHT 32'-2 5/8" � � . � � � � � �� �� T.O.STRUCTURE EAVE @ 53'-1 1/8" NSPOUT � � � � � � � �� / / � � � , � � � \� � � �� �� � 5.) PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL ROOF AREAS. � � � � �� � �, "� � � �� � ` GuTTER � � � � � � "- SEE SPEC FOR MORE INFORMATION. I I � %/ `��, � � ,�� � \ � � � / � � � I � I I � I I � I I / �� ��� �� � i / � �� / � � � �� � �/ � V�``L � � \ r, � /� �, �, � � � � -- _ � � , , . ` � --- , - :_ � , � , � �: � ' � � � � �`Z � � 'o' l � � � ' � �� � _ � � � � - � A �� °�, � ��� �h V � � � � � �� i � �, �° � c�. � �� � . � -�,_ _ ��, , �; �, � �0 � �, � � �\ � �� ��'_ ` � �'��� � �- �� �V � � �� � �����' � � � � ��� � � I � I I I - � � � � � , _ � Q p 1�� . ` ��� �,. ��a„ � � � �"� �"'�;.. . � � �� � ��."°.,..j .. �`•., A6 6 � - � � �' � I'I � . O, � '.. 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O � � �� � � � � ��"�� � �����t' � �� � � � � � � � �` � � \ �� � � � A6.6 � � � � �� � � � � A6.5 � � � �. �� � � � � � � � "� `, '�, �` ' �,�. - A4.7 � � � �� � , � � , � �/ �„�„� �"�"� ., '� , : -� � /-���� , � ' � � � ��� � ��� ��� ,��� � � -� �� � � � , A 1� � J - � � � ,� . � � %� � � � ; �� ���� - -�, - � � � � 11 � � � � - � _ A6.5 � � � 3 � � � � � � � � � � � � � �\ � I� \ �� � ,, � � � � A6.6 � � �,, � � � A � � � � � �' � � - AA / \ I \ � � ° \ �, � �`\ �' ' � � J = f - �. _ ' �� �` \ PROVIDE RAIN DIVERTER TO � � � / � __ � , � � �� I � I \ � KEEP ATER FROM RUNNWG -_- � M � 2'-6° �- � � � / � � � ��� � � ` �'� �� � OFF A GLED RAKE ��� �, � � � � � \$ � OVERFRAMED CRICKET \ �� � / � [n �� / � � I � '� $ / � OVERFRAMED CRICKET / I � / � � �' , O! �' I \ � 1'-5 3/4' GUTTER I As.S V � I � a � 5 � � I I d, � I Ili �, l I' I I I � ti � I , °t; +` � ' �� � � � s � /. - _ _. - � .. / , . -., : `.. �:t \,\\ I ��' � o . � 6? � � � � �, � � - � 2,�� � � `,�� �.- - �t �"� =�I _ �owNSPOUr � � � �o� �, � B � � . e � � - - � � �� �� � � \ i � � � � �� ��, � , �. � __ � � �! , � . : I \ M �� / 5.1 N � 5.1 5.1 � // / / I I � N � I � � 1 1/2"/ 12" / � � � � ; // _ \\/ I ' I I / `• ,, e� `tt \ � N i� � � � , . � � , 9„ ° - _ - �/�/ i�. ,� �/ � - _ , i, -M - - . 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I � �- . i - -T.O.STRUCTURE @ 54'-2 7/8" - � � �- - � - � - � `- � �, _ � _ - I � � F w �--- _ N I \CC' � I ' � ' \ � I I I REVISION �� I � I , _ I_ � _ns.s �� �--I I � _ � I I __ � I g 518„ : I ; _ - I / � I � I \� I T O STRUCTURE @ 61 7 1/� �_ I \� \ � A6.8 $�� I� `r ROVISIOII � � � � � � � � � � � N STANDiNG SEAM ROOF � � 2 2 � Revision Date Description � 2 � � ` � � � � TYPICAL @ SHED ROOF I A5.6 51 E3� � � � � � ��� �� � , � \� � � � � � � I - � � � � N I � I I � � � � 5.1 A5.6 �, /�� �� � �� __ I � _ � _�� ��� - - . � -� ��� _- ��-� � � ��!� � ��_ �� ��° ;-- � � � �° ,� �� ���� � \ �- - _ � - , _ -� - - � � - � N �-;-�- - -�- - - - _ G � , � �- � I l � . .�I � . . _.-:. , �._ �- .. . -� . .,. .... - '- , . . �.. ��.. .- � � -- �. ... . - -_ _ . . ' . . �. .-__ . _ _ . . _ .A6.6... _. _ _ _ . . � �� ' � I I II-- � . 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GUTTER W/DOWNSPOUT eo as.s o I � . � J ` >� I \ \ 1 1/2°/ 12° A6.5 c° � � 2„ � ' � � - _ - - _� - - -_ � _ � K � � _ � o i ' N- -_ GUTTER W/DOWNSPOUT TO ROOF BELOW3" � \ � -`- \ 12"F1 � / GUTTER W/DOWN SPOUT TO �2��� �2" , T.O.STRUCTURE @ EAVE @ 54'-7 1/4" � 2 GUTTER @ DECK � 2 -0 v � � � � I �T.O.STRUCTURE @ EAV�'-7 1/8" � � � _ .- � � � � A6.6 3"��2" I � � A6.6 '� �. . . � . T.O.STRUCTURE EAVE 53 1/8" � V� � � � $5�$ � I I I � _ � . _ � / . . ._ ��� i;, � � . .. . ,.. .. . . . ..�I � � � : .. .. � - _ T.O.STRUCTURE @ EAVE�@ 57'-11 1/2'� . . . �, � ���, '•, � � � � � � .._ - � I ` ' V "` , ' � , � '� .. . ,� � � ,, ��., ' � . , . . � � , , �� � . � .. . _ 1( - �` I o J_ . � . _ �� -_ / � � .. � T.O.STRUCTURE EAVE 56'-10 5/8" \ . � �� I � A5.8 !���� �I �� 2'-o" 4 -o � � , ` I ` A5.8 � i � �, - - - - - _ - -� -- � - - - - - ��� I�-- �, � _ _ '' - - 1. ... A .5 ..- - - � A OS � - - �- / - - � � - I \ - -: ..- - - \ \ A6_5. _ .-T.O.STRUCTURE @ EAVE @ 55'-10 5/8"- ..�� � - - - ,\ - - - I � - - � - - ° . .. . - - - - -- - - - $ . .. - .. . - - \ , \ \ � � � L I � ��---� � �.. _ ��,��:� � T T.O.STRUCTURE @ EAVE�(a�55'-11 1/2" - �., ��� ' , a0 .- � � .. . I ..,.. .... . ._R�:�.. .. .... .. 1� I / I I' = � � I j I ` I- � �. � � I �`. ., � �� A6.6 O _ � � � , \�� � , � � N I \ \ , , �, *., A,., `., I I o E31 I T - - - � � \ , I �,, , � � � � M _ � � � � � � - � / N I . . 2 � _ � . I � � � - �. . . � � _ � �_ �A6.6 . - . ._ . .. ...---- �- - - �- , - . . - _ .._.. ._ '. I i� ` '� �'� � SNOW FENCE STANDING SEAM ROOFING TYPICAL i � - - - - - - - - - - '- -I - p \ C` . - _ - -.. _ -� \ GUTTER @ DECK � � � � - I I \ A6.5 � \I I � 7 \� I I I /� �� I I � o I � .. o . � A6.6 / O. I � .. , ' �, i . ---- i�- -- � o0 i TRANSFER GUTTERS �� � � N � '`.� ,� `� I 8 � °'' . � , , `° _ � , , o , cv � � � � � '.� �. 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SYNTHETIC SHAKE ROOF RE: SPEC AND LIGHTING SCHEDULE 3. SNOW FENCE @ STANDING SEAM ROOF SEE DETAIL 1/A6.1 � N � 4. SNOW GUARDS @ SYNTHETIC SHAKE ROOF SEE DETAIL 2/A6.1 � Q 2)SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE 5. TYPICAL 6X10 WOOD RAFTERS. RE: STRUCT INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH 6. 10X14 APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL 1/A6.1 J SCHEDULE. 7. 6X8 WOOD RAFTERS. RE: STRUCT Z � 8. TYPICAL 2X8 FASCIA � � 3)ALL SNOW FENCES AT STANDING SEAM ROOF AND SNOW GUARDS AT 9. 2X10 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.1 � SYNTHETIC SHAKE ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE 10. COPPER PANEL SIDING W/LITE PATINA � N AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 11. STONE VENEER 12. RECLAIMED WOOD SIDING W/SHIPLAP JOINT BETWEEN BOARDS M 4)ALL DIMENSIONS/ELEVATIONS ARE FROM T.O. FINISH U.N.O. 13. 3X3 WOOD WINDOW TRIM 14. 10X10 WOOD COLUMN W/STEEL BOTTOM AND TOP CAP. RE: STRUCT N 5)WINDOW AND DOOR HEAD/SILL HEIGHTS ARE FROM T.O. FINISH. 15. TYPICAL STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT-SEE DETAIL 6/A8.1 6)ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC,TO 16. STEEL BEAM. RE: STRUCT BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 17. TYPICAL 8X16 WOOD OUTLOOK BEAM W/COPPER FLASHING CAP. RE: STRUCT 7)EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE 18. TYPICAL 6X8 WOOD STRUT W/KNIFE PLATE CONNECTIONS @ WALL AND PAINTED STEEL TO MATCH WINDOW COLOR SEPARATE FROM STAINLESS STEEL BEAM. RE: STRUCT. STEEL CABLE RAIL WITH NEOPRENE, RUBBER WASHERS AND GROMMETS. 19. DOUBLE C-CHANNEL STRUT. SEE DETAIL 8/A6.5 20. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. RE 8)ALL MECHANICAL VENT TO BE COPPER U.N.O. SHEET A62 21. RUBBLE STONE CAP W/10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 22. COPPER PANEL SIDING W/DARK PATINA 23. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 24. STEP LIGHT PER LIGHTING DESIGN 25. J-BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ON WALL REVISION @ ALL DOWNSPOUT LOCATIONS 26. 4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW COLOR Revision 27. 4"THICK STONE CHIMNEY CAP Revision Date Description 17 16 15 14 13 12 11 10 Q9 8 7 60 5 4� 3 2 1 2'-95/8" 4'-31/8' 4 3 2 1 2 1 2 1 1 3 2 - A5.5 A5.5 A5.5 A5.5 A5.4 A5.4 A5.3 A5.3 A5.2 A5.1 A5.1 --- I I I I I I I I I I I I I I I 1 2 12'-10 1/2" 7'-1 1/4" 3'-2 1/4" 11'-9 1/4" 5 � 5'-9" I 14'-5 3/4" 5.1 134'-1 7/8" 7'-0" 13'-4" 19'-11 3/4" 18'-3 1/8" I 5'-9" $5� „ 14'-5 3/4" �$„ '-0 3/ " I 7'-6" 13'-11 1/2" � 15'-4 5/8" 5'-9 7/8" 5'-7 /8" I 3'-6 1/2" I 6'-8" 4'-11 1/2" � I I I 14'-11 1/2" I 3'-3 5/8" � I � I � I I I ' __ - _ T.O. STRUC URE a�5 �3 9/16" i I I� I 13'-8" 3'-2 1/2" I � � � , ; i ' � ' � 63'_7�� _ - - - -' - T.O. STRUCTURE � 2 - -- - - I i � I I I I � ���� - i - - : � � ��-� _, � � � � � / - ����� � ��;�� ��, � �- 62'-3" I I I A6.6 - --� �� -� - - _. ;� � ,� - - - T.O. 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STANDING SEAM ROOF RE: SPEC 1)EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING 2. SYNTHETIC SHAKE ROOF RE: SPEC AND LIGHTING SCHEDULE 3. SNOW FENCE @ STANDING SEAM ROOF SEE DETAIL 1/A6.1 2)SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE 4. SNOW GUARDS @ SYNTHETIC SHAKE ROOF SEE DETAIL 2/A6.1 5. TYPICAL 6X10 WOOD RAFTERS. RE: STRUCT INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH 6. 10X14 APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL 1/A6.1 SCHEDULE. 7. 6X8 WOOD RAFTERS. RE: STRUCT 8. TYPICAL 2X8 FASCIA 3)ALL SNOW FENCES AT STANDING SEAM ROOF AND SNOW GUARDS AT g. 2X10 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.1 SYNTHETIC SHAKE ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE 10. COPPER PANEL SIDING W/LITE PATINA AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 11. STONE VENEER 12. RECLAIMED WOOD SIDING W/SHIPLAP JOINT BETWEEN BOARDS 4)ALL DIMENSIONS/ELEVATIONS ARE FROM T.O. FINISH U.N.O. 13. 3X3 WOOD WINDOW TRIM 14. 10X10 WOOD COLUMN W/STEEL BOTTOM AND TOP CAP. RE: STRUCT 5)WINDOW AND DOOR HEAD/SILL HEIGHTS ARE FROM T.O. FINISH. 15. TYPICAL STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT-SEE DETAIL O� 2� 4� H� 16� 6)ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC,TO 6/A8.1 REVISION 16. STEEL BEAM. RE: STRUCT BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 17. TYPICAL 8X16 WOOD OUTLOOK BEAM W/COPPER FLASHING CAP. RE: Revision STRUCT Revision Date Description 7)EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE 18. TYPICAL 6X8 WOOD STRUT W/KNIFE PLATE CONNECTIONS @ WALL AND PAINTED STEEL TO MATCH WINDOW COLOR SEPARATE FROM STAINLESS STEEL BEAM. RE: STRUCT. STEEL CABLE RAIL WITH NEOPRENE, RUBBER WASHERS AND GROMMETS. 19. DOUBLE C-CHANNEL STRUT. SEE DETAIL 8/A6.5 20. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. RE 8)ALL MECHANICAL VENT TO BE COPPER U.N.O. SHEET A6.2 21. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 22. COPPER PANEL SIDING W/DARK PATINA ��� 23. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO A B C D � C J OF G H OI .� K L M OO P DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND �/ PROVIDE POWER FOR HEAT TAPE. 24. STEP LIGHT PER LIGHTING DESIGN 2 1 2 1 2 1 25. J-BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ON WALL 5.1 A5.6 A5.6 A5.8 A5.7 A5.7 @ ALL DOWNSPOUT LOCATIONS I I I I I I I I I I I I I 26. 4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW � 2 COLOR 5,� 5 � 27. 4"THICK STONE CHIMNEY CAP I 5'-4 5/8" 2'-2" 4'-10" 3'-11 1/2" 1'-10 7/8" 5'-1 5/8" 1'-9" 4'-6" 3'-1 3/8" 1'-6 1/8" 4'-10 1/2" 3'-0" 4'-0 3/8" 4'-4 1/4" 14'-6 3/8" � � I I I � I 14'-6" � I 4�-��� I I � I 2ND UNIT BOILER FLUES PAINT BROWN TO � I MATCH ROOFING `,� � _ - I I I ; - I I � T.O. 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I i - � - - -- - ;- i, - � �5 �� �� �' _!� � _ � „ , �"'�l�N I I I I I � : FINAL BID SET , . _ I i � -. , ,� . �, � -. � � _1 � ,� - �i 'j� ,' � � � - � � 001 001 � � �_ � � � Issue Date 10-24-11 I _ _ � �_ I � - � T � � � ��� \ � ��' �- I II ' � �A � �' y i ' WOOD D REUSED FROM EXISTING HOUSE -` �o � i � �� .. ,�� s� i 90 ��� � � � I =, Drawn by B K�/ � � � LINE OF EXISTING GRAD�RIDGE ABOVE � � � � � CheCked by _ HB � � � � � �� � � � � � � � � � � I , I� --�, � - �i I =- �, _ �i i N-r i �-+ � - � �� - i��� -_-_ _� , CRAWLSPACE sca�e 1/4" = 1'-0�� � OBLIQUE ELEVATION� �� T�RUE ELEVATION� � I � � � TRUE ELE ATION �O�BLIQUE ELEVA ION �� � - ' 27 - H 3�� � � � � � � � � � � � � � � � � iii iii Ili iii � � � � � i�i �ii � � Ili iii iii � � � � III I�� � - � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � . � � � � � � � � � � � � � � � � � � ' I' � � � � � � � � ��� , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � LWE OF FINISHED GRADE @ WALL I I � � � � � � � � � � � � � � � ELEVATIONS � � � � - -� - � - - - � 1 WEST ELEVATION N A4 . 3 N G 1/4" = 1'-0" ° M N � � � � � . � � US Mail Onlv: P. 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SNOW GUARDS @ SYNTHETIC SHAKE ROOF SEE DETAIL 2/A6.1 , � ) 5. TYPICAL 6X10 WOOD RAFTERS. RE: STRUCT INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH 6. 10X14 APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL 1/A6.1 SCHEDULE. 7. 6X8 WOOD RAFTERS. RE: STRUCT 8. TYPICAL 2X8 FASCIA 3)ALL SNOW FENCES AT STANDING SEAM ROOF AND SNOW GUARDS AT 9. 2X10 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.1 SYNTHETIC SHAKE ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE 10. COPPER PANEL SIDING W/LITE PATINA AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 11. STONE VENEER 12. RECLAIMED WOOD SIDING W/SHIPLAP JOINT BETWEEN BOARDS US Mail Onlv: P. O. Box 2378 4)ALL DIMENSIONS/ELEVATIONS ARE FROM T.O. FINISH U.N.O. 13. 3X3 WOOD WINDOW TRIM Physical/Fedex: 210 Edwards 14. 10X10 WOOD COLUMN W/STEEL BOTTOM AND TOP CAP. RE: STRUCT Village Blvd, Bldg A Suite A103 5 WINDOW AND DOOR HEAD/SILL HEIGHTS ARE FROM T.O. FINISH. Edwards, Colorado 81632-2378 ) 15. TYPICAL STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT-SEE DETAIL (970)926 4301, Fax: 926 4364 6/A8.1 hans(c�berqlundarchitects.com 6)ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC,TO 16. STEEL BEAM. RE: STRUCT www. berglundarchitects.com BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 7A CA 5A 4A 3A ZA 1 A 17. TYPICAL 8X16 WOOD OUTLOOK BEAM W/COPPER FLASHING CAP. RE: STRUCT 7)EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE 18. TYPICAL 6X8 WOOD STRUT W/KNIFE PLATE CONNECTIONS @ WALL AND PAINTED STEEL TO MATCH WINDOW COLOR SEPARATE FROM STAINLESS 3 2 4 1 STEEL BEAM. RE: STRUCT. STEEL CABLE RAIL WITH NEOPRENE, RUBBER WASHERS AND GROMMETS. A5.2 A5.2 A5.1 A5.1 19. DOUBLE C-CHANNEL STRUT. SEE DETAIL 8/A6.5 20. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. RE 8)ALL MECHANICAL VENT TO BE COPPER U.N.O. SHEET A6.2 I I I I 21. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 56'-11" I 22. COPPER PANEL SIDWG W/DARK PATINA 2'-4 1/2" 27'-� 7/8" 13'-11 1/2" 7'-o�/2" 6'-4 5/8" 23. 5" ROUND COPPER GUTTER AND 3"DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND 6'-3 3/4" 14'-8 1/4" PROVIDE POWER FOR HEAT TAPE. 24. STEP LIGHT PER LIGHTING DESIGN I I I �o PROVIDE CONTINUOUS HORIZONTAL 1 I I 25. J-BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ON WALL q .s 3/4"X 5.5"LVL STUD TO BRACE WALL @ ALL DOWNSPOUT LOCATIONS BE�OW UPPER WINDOW,RE:STRUCT. 26. 4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW // � 2 COLOR 1 1 1 �� � � � � ' � 27. 4"THICK STONE CHIMNEY CAP � � � , ; �� �� � A r T.O. 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I -_\ - � - : -. _ - - _ 4, T�, c, ; - _ _ _ �� - - // PROVX 5 1/2O"LVNTO BRACOE IWALLA i ' i i' � � ,_ \ � � �- , _ -� � � - _ � STRUCTUPPER WINDOW.RE. � �-�� - - - ' ' r , � , - " ;� _ ; \ \\ - - - � � �� -_ ��- i' _ � , -, , � � - � �� - - -�� - . �, ��- ��� - i� � /' � - � � _ � - -�� �, - � � . � � � � � � , � , � � - . � � � � � CUSTOM COPPER T� - - - - _ __ / �_ -, -, - / _ � ���� ,� . � � � ��� � ����� � �_ _ � � �_ � �� � �, � ��� � - � VENTSOO EXHAUST �� - � , , , � ! �_��- �_ o _ . - � � � - � � _ �, - - ^' - F-- � ==� - � �� , � � _ RE:MECH � !� � :' -� � � - -�� 2 � r . � � _ � ;� , � !, = ; . � (_,_ � � ' � � � % � RE;MECH - � �� %� 4 / � / � �- � � ��' �� � � �i � � i � - YER VENT _, � �� - --- �- - _� - - - I f ' - ��� _ - � � i �� �� � -� � -- � __ k -- : � ;,-� ,,� -�� � � �'� �� � � � � I ___ _ __ � � 15�-_ - - - - - - ��� _ z._., -�-•���� - - _ _ i� � "1 - _ __ � -� � �� � �'� _IJIIJ�I� � � ';�� � �- � _ � ���1��1� �I, -��� �� � � � „ „ - ` - I ���I �i,'i� ' � � � -iI_ i� -'� � z88 z88_ $ � li . _ � �( ��� . � I � , � LOUVERED 12 X12 MECHANICAL OUTSIDE � ` � -i I�� I � � � � N - - _ � 1� AIR VENT W/4"AND 6"FLUES W/INSECT ' c� II I _ 1�= ��� � _ � I I� ,__ UPPER LEVEL _ - _ �� l��C���- - _ _ -, �.�, � l I_ � � SLATS.RE�MECH TE BEHIND STONE � / � � � _ _, .I�� ..�_, N _ L � i�-�_ � _ - [C� �I;_ _ � �-- � __ � �Q��� � - _' i , __ ° � �� I �� ,, � � _ �� � � � � OVER KITCHEN _ - � - '� � � ='� - _ ��� ��I� �I � � � � z� o� � � - FI ,; _ -_- -� A66 ,I _ � � I�, j= � _ ,, �;� NISHED FLOOR - � , _ �� � - � ;� , _- � -� _ , � �-- ��� I�--'� . , �� _ - � , � _ � w )�� __ - �� __ _ -�;�, _ ����� �- 4 � _ �� �� � ,_ _„ ��� ��_, !, I,, �� ,, _ ' � ��� ��� .� -- ------ �___;� ��� ��-_i ��_ �� ���- � - - � 7 11 _ � As , � � � � - - - _ , - �__. ��� -_ - - - - - � I� � -� ' �i _ '= if�-�= I I,��. ��I� l �� - � p I �,� - � �.� �P �I �� . //�� �� 218 � f 1 \ _ �� � I.. �, �-�,� , i `� - _- ------ - - -- - ----- - � - I 11 � �� _ ...� Q � i _ �Qj�� _ _ _ I, � - , . . . ' - _ � . - -- - -- ---- - - - -- GENERAL NOTES: MATERIALS � � � � 1) EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR LIGHTING 1. STANDING SEAM ROOF RE: SPEC , � AND LIGHTING SCHEDULE 2. SYNTHETIC SHAKE ROOF RE: SPEC 3. SNOW FENCE @ STANDING SEAM ROOF SEE DETAIL 1/A6.1 2)SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE 4. SNOW GUARDS @ SYNTHETIC SHAKE ROOF SEE DETAIL 2/A6.1 INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH 5. TYPICAL 6X10 WOOD RAFTERS. RE: STRUCT SCHEDULE. 6. 10X14 APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL 1/A6.1 I 7. 6X8 WOOD RAFTERS. RE: STRUCT 3)ALL SNOW FENCES AT STANDING SEAM ROOF AND SNOW GUARDS AT 8. TYPICAL 2X8 FASCIA SYNTHETIC SHAKE ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE 9. 2X10 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.1 US Mail Onlv: P. O. Box 2378 AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS 10. COPPER PANEL SIDING W/LITE PATINA Physical/Fedex: 210 Edwards 11. STONE VENEER Village Blvd, Bldg A Suite A103 4)ALL DIMENSIONS/ELEVATIONS ARE FROM T.O. FINISH U.N.O. 12. RECLAIMED WOOD SIDING W/SHIPLAP JOINT BETWEEN BOARDS Edwards, Colorado 81632-2378 13. 3X3 WOOD WINDOW TRIM (970)926 4301, Fax: 926 4364 hans(c�berqlundarchitects.com 5)WINDOW AND DOOR HEAD/SILL HEIGHTS ARE FROM T.O. FINISH. 14. 10X10 WOOD COLUMN W/STEEL BOTTOM AND TOP CAP. RE: STRUCT www. berglundarchitects.com 15. TYPICAL STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT-SEE DETAIL 6)ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC,TO 6/A8.1 O� Z� 4� H� 16� BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. 16. STEEL BEAM. RE: STRUCT 17. TYPICAL 8X16 WOOD OUTLOOK BEAM W/COPPER FLASHING CAP. RE: 7) EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE STRUCT PAINTED STEEL TO MATCH WINDOW COLOR SEPARATE FROM STAINLESS 18. TYPICAL 6X8 WOOD STRUT W/KNIFE PLATE CONNECTIONS @ WALL AND STEEL CABLE RAIL WITH NEOPRENE, RUBBER WASHERS AND GROMMETS. STEEL BEAM. RE: STRUCT. 19. DOUBLE C-CHANNEL STRUT. SEE DETAIL 8/A6.5 8)ALL MECHANICAL VENT TO BE COPPER U.N.O. 20. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. RE SHEET A62 21. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER 22. COPPER PANEL SIDING W/DARK PATINA 23. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND PROVIDE POWER FOR HEAT TAPE. 24. STEP LIGHT PER LIGHTING DESIGN 25. J-BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ON WALL � @ ALL DOWNSPOUT LOCATIONS 26. 4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW COLOR � 27. 4"THICK STONE CHIMNEY CAP � � V o � 0 Z � J - - - __ . _ - - - W � N . - o ti - _ : � 0 a � � _ _ ! � - w ? � _ � � - � � J °o / - ' I- u.. O _ ___ � W .-- - �� -- - , � �� � � ,,,,,,, � ;�_ � , � , ,i� � �I�� �� / ' � II --_ --��,� ., _ , � --- / � :' �� W � J _ � � � �� � / J ���c� � _ � � � Q - � ��_ =-�'� _ _ �� _ _ , � ; ' �� / �tl -.�> � I ;_ -���� ,, � - � _ �` , �C�� '= - _� - , � �� �i �' ,� � MJ � ��_ � _ � �� � i UPPER LEVEL ��� � -�-� ' I� � � li p�� OVER KITCHEN � � I N � I _I �; _ -����� �il-I '_ �-=;- UPPER LEVEL �I_l � �� -�'����= � , , � , 'I I -� FINISHED FLOOR � � � � _� _ � � � � ` �� - � OVER KITCHEN � I, II„=7 , � T.O.CURVE WALL LOW POINT 16'-6 1/8" �I � � i�l��� _ _ � - � 47' - 11" - _ r ,, � - �k I , 1 ,._ = � . � I'J II � Z J FINISHED FLOOR � ' I�=�- - 47' - 11" r i � �� - i �� � �� - , ' ' ,I -_ -�' ����j� I���� � � �� A$ Q _ �� � _� i i -, -������ �� � _ � _ - � UPPERLEVEL Q � , �55 � �56 A6.5 �56 - . ._. - „ - ;� .�;- �-- � .�.__ �_ � I � _ _ ; � __ �� � � � � , -� - i � > � ; - �_ _ _�� �� �� A8z � � _ - - �- = �� _ i, � � _ � � '� ' FLOOR PLAN �_�'��� � �� ' - _ � �_- � l� -- N ��n�U; 1 = - � � � � _ i, __� � - - - - O R - _ - ' _ - ` _, , , ,�- ; ' _ \ ��--� l -_ � � FINISHED FL O M - __�. - - ,�- UFLOOR PLAN � �� ; --, !��-_ _ ' --- �_ -, _ � � i �� I = - i ;;- �=` ' 45' - 0�� nn� __ - ,z�-o�� i I � - i - �� � _ , "� , _ � �- ��_-�l i, �V = ���� - _ � -= � - � � ---�-__,� I� � - --- -,_�i ,_- - -- �,- � - ' -' '!_--�'- 1 I' ' - i,� , � � �� , i, � �(_ ___--��_- , �_ _ _- _l,_ ,��-=- ��; �_�__ � r' - ' - !=- ' -- -� -,I 7 1 FINISHED FLOOR '�_�-----� _-'__�----__' '� � - _� , ,-- -� �_� _J 1��,'I ; ��-1,-. _ __,-_ --- r 1 - J�r -- l _ _ ; - i --�-- - i , -I--- LL- ._.I�- ` - I���1-- --"� -�-_.����---- � .. `_ � n II lI,---�-I. ����'I__ _ . ...�/ _ �-, __I I --. ..� - I�. .� _ -- -----� li �'��-:�, �4 114 114 ,.. .�.. ---�I i.,_1 .. ,- � �� _ I; I � .-.---- -- �_'� ' --- - I� !I �ll..-_ � 45 -� II=- ll`-� ..�I,� �I',, �_ "� �I' -- ---1�_�-_� O 35 36 I� � I,. ,II, ,i I � - - �J� � Q M � I l �C� _�/� -� !I I �I � _ - _ � _ ��� =M,� 1�24 cp ';l 124 _��'i I� �� �', � - � i _��1�_ -�_ ��� ��� 11-1� �(J i- - ��L 1� ����� 57 - - � . ��--�� =� �� O _ �� - - - ;� _ _ - _ �- � ��,� - - - �� �_ - r �� �� I�! �f� ��,�- i I� - � ' � � � �� �� � I - ',- ;-�1- �n- - � A6T - _ _-'�-, �-(., i, , L,_I(�C �::. - - ,�_ �j0 - _ �i _ A � - .l, I, ���I il� l_ �l_ _' _ ll'' i; - i � ���1�_� �- ��.- - ��°_ , � �zs li -= I - � 1 [ I �- -JI �I� Ii � �� 5 i i^I�-II�,� ��a 114 ��a �I - � � � - � - � � - -- � _ - -� �- , � --�,, - �_ ¢ � 57 �I ' � J � _ - - _ _ I - - - � � � � - " - - - - � = i , _ , - , _ _ , , _ � - � , � ,. � M � �� 33 33 33 C ��. ��� � - � �'� � _� w , � � -,-_ �Q- - � � � �� � �� � --�� '�� � - �� �0 ��-� � �� � _� _ -- -- 1 I, " � =o - � ;;-� - _ I - - _J I�� _,__J�- IL- - � - _ � � Q� � 123 � �� '� � - 126 i - _ - I �`" _ � -- �� _ - I � _ t: - - � - -- � - � -� � - - _ �� - � � �- �� � - 57 � � � - A671' I '� 54 0 � ��'�� - m �I � ��'� - - � � I�� �-� �:�I, ���� �,��--- �� � �I,i� � � _ �� _ _- __ � �� � _ � �00_ _� -'=1� _ �� -� ---� �;��� � =-�- � � �� �, C� _ _ O � � � � _�,_-�; ,� � . _ -- --��-- : '' „ �� �� 2 1 2 1 2 1 /1{-1 BB (CC) (DD) 5.1 A5.6 A5.6 A5.8 A5.7 A5.7 WOOD FRAMED WALLS,FLOORS,AND,ROOFS AND COLUMNS SHOWN WHITE WITH SOLID 1 2 BLACK LINES � 2 5.1 5.1 1/2-HR FIRE RATED WALL,FLOOR,OR ROOF ASSEMBLY . 5.1 A5.8 SHOWN SHADED � I I I I I I I I I I I 5/8"SHEATHING OVER 5 1/2"WSULATION PANEL I I x WALL SUPPORTWG FIRE RATED ASSEMBLY SHOWN W/ � � , DIAGONAL CROSSHATCH - - - - WALL W/5/8"TYPE X EACH SIDE AS PART OF i 2X12 ROOF RAFTERS TYPICAL CONTINUITY OF FIRE RATED ASSEMBLY � I I � - - - - � , STONE VENEER SHOWN WITH DIAGONAL HATCH - � � � ; ' - - \� ��. � ' ' '� RIGID INSULATION SHOWN WITH CROSS HATCH � - � � I_, _ � � �.I., -- , , �-I � -- . _� � �, __I � � �- , _,- I I �o I I I I 5 � � � A6.5 - - � , CONCRETE WALL SHOWN WITH HATCH US Mail Onlv: P. O. Box 2378 � ' �' ' :'�. � I- .I � � a �_ -.'°4'- d I - � � Physical/Fedex: 210 Edwards 17 I _ I Village Blvd, Bldg A Suite A103 � iT l l- � , - , _ _ _ ALL, FL OR, AND ROOF LEGEND Edwards, Colorado 81632-2378 - - - - - - - -�� '°� % W �� _ � O (970)926 4301, Fax: 926 4364 _ - - � _ - - - � , I I _ I I I . � � f� 1 1 0 _ /4 � � I. . � - , ; , _ � I :. , , :I, `I . bergluun ' � � � � � - � � I I I � � ' www r i m � , ac ecsco 10 � " -� - � - - - , -.� � - - - " . . . . �- . - - , � . - - - -�- -. . - _.- � - . . . , - . _ , , . . �� , - - ' - � . . , '- hans(c� darchitects com . _ : _ _ As.S _ . . - I d h't t , • ` i - - � - - I • i ; _ 1 �; I � � � 1 I I I � I I - � �_. 1� _ I��-� � " �� � I I � i� �� - I � � � �� � � - � - � . �� 15 �i I ', "I� ��� - i - � � i- ��� ��I ��_���'!- ��� ���� � � � - I � ��II� _ I 2ND UNIT I I I � TH 2 �� RY/ I I I I I _ I I =��,_� � � � �� _ I _ UPPER LEVEL � CLO E i BE ROOM #1 �I o � i� '- , � �= _ OVER KITCHEN BEDROOM #2 CL SET BATH 2 � 12B P R� I i ���" �� � - ; ' I � �,� �; FINISHED FLOOR i �- i,- I _� i � _ 2146 I 213B 212B i 210B � 2086 , 205B , � - _ � � _ �� �� � - -- ---- � �� '� 47 11 - - -�- - 1� --! - �- -I __ - - I _ -I- _ - I _� - � I --- W �oio� A6.4 - _ . . ._ .._l-... -- ------.. - � I� . . . _ - � '"-� --- - - - -------.._.. .. _. _ _ I 12 I � UPPER LEVEL I - � � � UPPER LEVEL � � � - - A6.4 4 i O FLOOR PLAN � � - j FLOOR PLAN � 0 0 � 0 0 � " 3 ' ' ��' FINISHED FLOOR - _ _ FINISHED FLOOR � � Q 5 � 1/� � 45' - 0" i - i � - � � � � � I I I I I I � 45' - 0° �1 $ � - - - � � , � _I O � _ - � � Z � � 16 ' � 5/8"TYPE X GWB I� � i � ', �1 . 15 14.00 5/8"TYPE X GWB � I i i � � 11 7/8"TJI FLOOR JOISTS @ UPPER LEVEL TYPICAL O �+ �$ 1-HR FIRE RATED � � � I � {� I� � ��I I, IFLOOR AND WALL i ! i I I I I - I � I I I I I = Q � � ASSEMBLY � i � �� � � � � � 21WD UNIT 2ND U T TI E S ORAGE IC,� E ERI 'S OFFICE A68 �, - Q � � � ;� W Z � GARA �� ,' � � � �o °' G RAGE TIRE STORAGE �o B A6a K �02 T �05 � 6 � 3., � �_� � � �026 �� � -,� � ;� �; � J 00 A6.5 � �o2B 9 �026 � I I P WpE I � � I I I I ' I i I I I I ' MAIN LEVEL � � - �- - � � � A6.3 � I � _ !I - - MAIN LEVEL 9 1 4 � � �� , _ FLOOR PLAN � �j�, O �'�; = q �o �" �� ����, FINISHED FLOOR � � � l , � -��� - 1/8":1'-0" 1/8":1'-0�� as.3 � � >> �I� � n � II-��_ �� - � STEEL BEAM WRAPPED W/ W C _- ___-� - - - FLOOR PLAN , „ I - 34 - 0 � ',I _ _- SLOPE TO DRAIN SLOPE TO DRAIN � i i � � 5/8 TYPE X GWB �v I '�� � ��- FINISHED FLOOR - _ _ - _; ,�_- , " -- � _ - a o � - a , , - a , , - - - - � -- - J a a �� a � 34' 0" , , ��' - a , aa `, � i� � I _ , , �� � � �_ � , , - � Q � J � � !'- � � T.O.GRADE 32'-0' �� '� _ �i�' i � ; � �� , � � � , ����,, - - �-- ___ - - _ , i i = �' � 6 � � � � � a� _ � � Z M J � �-° � a� I � 1-HR FIRE RATED FLOOR ASSEMBLY ' �� - - -- I .- � - � - ��_ � � � _ � , - �. , �- 14"TJI FLOOR JOISTS MAIN LEVEL TYPICAL �"�� � � � ���� ���-���,' ( � � N � � � °�� � I ' �� I , I I I � � � � a ��I fi � � - :_ _ ��� ,, I I _�� I� � _� �� ,_�I� _�� �, �° � ° _ � � � LINE OF EXISTING G � � �, � I � � Q � � �- � � � I I I I I I I IRADE �� I =I_ I __I�i_._ �� -,:-:�-- � � � � � � � � -�- �a � , � �a - � 8 -- ��� _� ' _ � � � a � - - �_ � S� GE � �: = z - �- - � �� ��� ��>�; �. ���� _����� _ ��; _ _ Z � ' � a � � r �� _!��___ � � - �'� _�'- ;CRAWLSPACE � � � � ' ��a°. � � � � � � � �< :''���: - � _ - - � � � , ,��� Q � � � � . p05 � I - ;,�:. ;�� �. i _ i I 27 - / � � ! ��� � � i � i i i i ,i i � � � -- � i i i �: � i-��_-� ==-�i__ --i�_�,-. s s a �, � � � � ��\ � _ ; �� � � i � _ _ � , � � � � � � � � �_ ��� � � � �� _ , ,, �� - - ��I N � _ _�� J � � � � �� � �owER �EVE� = I � � � I I � �� �, � � PLAN -� � � � SHALLOW THICKENE�EDGE F�OTING- � --"-�����_-=LOWER LP AN � � � � � � � � � � � � , a �� �. _ . h _ � a _ - a , ,. � � � �� � � � � � � � � � � �� , „ � ��°�� ° � � � � 24 - - - a a - 24 - � a �,a 8 3/8 _ 8 3/8 � I � � � I I I I � � � I � I - - - - - - - - - � - � - � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � - � Section 3 � �/4" _ �'-�" MATERIALS 1. STANDING SEAM ROOF RE: SPEC 2. SYNTHETIC SHAKE ROOF RE: SPEC � � � � � � 3. SNOW FENCE @ STANDING SEAM ROOF SEE DETAIL 1/A6.1 4. SNOW GUARDS @ SYNTHETIC SHAKE ROOF SEE DETAIL 2/A6.1 REVISION �-� 5. TYPICAL 6X10 WOOD RAFTERS. RE: STRUCT /�/�1 BB �CC� 6. 10X14 APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL 1/A6.1 Revision 3 Section 16 7. 6X8 WOOD RAFTERS. RE: STRUCT Revision Date Description 1/4�� _ ��-��� 5.1 5.1 9. 2X10 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.1 � 2 2 1 2 1 10. COPPER PANEL SIDING W/LITE PATINA I 5.1 I A5.8 I 11. STONE VENEER 5.1 A .6 A .6 A5.8 A5.7 A5.7 12. RECLAIMED WOOD SIDING W/SHIPLAP JOINT BETWEEN BOARDS 13. 3X3 WOOD WINDOW TRIM B C D E F G H I J K L M N O P 14. 10X10 WOOD COLUMN W/STEEL BOTTOM AND TOP CAP. RE: STRUCT 15. TYPICAL STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT-SEE DETAIL 6/A8.1 2'-2" 4'-10" 3'-11 1/2" 1'-10 7/8" 5'-1 5/8" 1'-9" 4'-6" 3'-1 3/8" 1'-6 1/8" 4'-10 1/2" 3'-0" 4'-0 3/8" 4'-4 1/4" 14'-6 3/8" 16. STEEL BEAM. RE: STRUCT I I I 17. TYPICAL 8X16 WOOD OUTLOOK BEAM W/COPPER FLASHING CAP. RE: STRUCT I I I I I I I I I I I I I 18. TYPICAL 6X8 WOOD STRUT W/KNIFE PLATE CONNECTIONS @ WALL AND STEEL BEAM. RE: STRUCT. � � � � ; I _J ; - - I J� ,I I i 19. DOUBLE GCHANNEL STRUT. SEE DETAIL 8/A6.5 I ��-I ' � ° : - 20. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING. RE ^� � - �-- ' T �� i i � �� I ��- �- �- � :��- I _ I. �- I � I I I I - � I- I_ � I � - _ � �I � I I_ I I I SHEET A6.2 'I � - I-- I _I , I 21. RUBBLE STONE CAP W/10 PERCENT MIN. SLOPE AT TOP TO SHED WATER '- i ' z - � , � I 22. COPPER PANEL SIDING W/DARK PATINA -- ' A6•� - � � , � =� � I I 23. 5" ROUND COPPER GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND TO � ��-_ I _, _ - 5/8" I I I__ � � _-I I� � � _ DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND - '- � , , I I �I. I � l I I I I I I I PROVIDE POWER FOR HEAT TAPE. - � ; _ I 24. STEP LIGHT PER LIGHTING DESIGN J I I _ . _ I , I \ I 2 I I I I I 25. J-BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ON WALL - - I __ _-- _ ' '- ?6.6 I � @ ALL DOWNSPOUT LOCATIONS - � � `-I I 26. 4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAINTED TO MATCH WINDOW � ' COLOR - 27. 4"THICK STONE CHIMNEY CAP - � __ I I ; __ � ii, -. t _1I �� _ - � - � - - - _ - �� :� � i i i i �_� _ �_ -- -- � ���i i�� i �_ i _ i D UNIT � - � ��� �� -� _- i KITCHEN 9 I� �_-��� ;� _ I ���= �' _ � _ -- _ � �_� �' I�� �' 2o4g � I I �� - - _ �-�,� ' _ � 11.= �� _ � � KITCHEN I I I IROO� I I _ I �� � � � i�'�-�= �� r I � �l � ! I � - 2o4g 2o2g __ ___l` _ '' UPPER LEVEL - � i r � � � �- � � a �� ❑ I� �,� -���� �. , � , �, - - ;,� !- OVER KITCHEN _ --_ � � � �� FINISHED FLOOR � A6 6 � � � � � -� � 47' - 11�� - _ _ _ _ I _ _ UPPER LEVEL - I I I I I I I I �. , I -� -_=-- -�-- FLOOR PLAN - , ' � `_ --- - � - ' �_ � _'�� --- _ -- _ FINISHED FLOOR _" � I- ' 1'- '� - - - - - - ; _ _ -- _ __ ,,- - - - - - - - -- -- -- / _- - - - - _ � li 45' 0" � - - - - � , , , , , ; , - 1 `� UPPER LEVEL _ 43�_��� I � ` _ - - ■ I �1 �' I I I I I I �> I i I I �� FLOOR PLAN I, I I" ') � 1-HR FIRE RATED FLOOR ASSEMBLY , FI SHED FLOOR �l_-J� �� _ ��� I' _� �i - -�� 1 HR FIRE RATED FLOOR ASSEMBL 11 7/8 TJI FLOOR JOIST � i 45, - O„ � � _ � �--� _--- �� - I , - - __ � il_ _(,� i C�_� ; � ( I I ��-_I�� �� - _ � Q(�( - �� ,- � � - � _ ' 0 � _ ' �,-�� , � � �� � �� �- ,� --- A5_ � w I _A5 ' A5- � A5� i , � � - - - � � , � �� „ ���_ -_�� ; - l = � , ; ,7FFICE ENTRY I I AND COLUMNS SHOWN WHITE WITH SOLID BLACK LINES � 1/2-HR FIRE RATED WALL,FLOOR,OR ROOF ASSEMBLY MATERIALS SHOWN SHADED WALL SUPPORTING FIRE RATED ASSEMBLY SHOWN W/ 1. STANDING SEAM ROOF RE: SPEC DIAGONAL CROSSHATCH 2. SYNTHETIC SHAKE ROOF RE: SPEC wA��w�5/8"TYPE X EACH SIDE AS PART OF 3. SNOW FENCE @ STANDING SEAM ROOF SEE DETAIL 1/A6.1 � � CONTINUITY OF FIRE RATED ASSEMBLY 4. SNOW GUARDS @ SYNTHETIC SHAKE ROOF SEE DETAIL 2/A6.1 • � � ��� STONE VENEER SHOWN WITH DIAGONAL HATCH 5. TYPICAL 6X10 WOOD RAFTERS. RE: STRUCT 3 2 4 1 RIGID INSULATION SHOWN WITH CROSS HATCH 6. 10X14 APPLIED RAFTER TAILS. RE: STRUCT. SEE DETAIL 1/A6.1 A5.2 A5.2 A5.1 A5.1 � 7. 6X8 WOOD RAFTERS. RE: STRUCT a,- . CONCRETE WALL SHOWN WITH HATCH 8. TYPICAL 2X8 FASCIA 9. 2X10 SHADOW BOARD OVER 2X8 FASCIA. SEE DETAIL 1/A6.1 7A 6A 5A 4A 3A ZA 1 A 10. COPPER PANEL SIDING W/LITE PATINA /-1 WALL, FLOOR, AND ROOF LEGEND 11. STONE VENEER US Mail Onlv: P. O. Box 23�s 2'-4 1/2" � z�'-� �/s" 13'-11 1/2" �'-0 1/2" 6'-4 5/8^ \�' �/4�� _ ��-��� 12. RECLAIMED WOOD SIDING W/SHIPLAP JOINT BETWEEN BOARDS Physical/Fedex: 210 Edwards 13. 3X3 WOOD WINDOW TRIM Village Blvd, Bldg A Suite A103 6'-4 1/4�' 7'-7 1/4'� 14. 10X10 WOOD COLUMN W/STEEL BOTTOM AND TOP CAP. RE: STRUCT Edwards, Colorado 81632-2378 15. TYPICAL STEEL C-CHANNEL WINDOW HEADER. RE: STRUCT-SEE DETAIL (970)926 4301, Fax: 926 4364 6/A8.1 hans(c�berqlundarchitects.com I 16. STEEL BEAM. RE: STRUCT www. berglundarchitects.com 17. TYPICAL 8X16 WOOD OUTLOOK BEAM W/COPPER FLASHING CAP. RE: _- - - -- ; ; - TRU T � � _ � �: � ' _ 8 TYPICAL 6X8 WOOD STRUT W/KNIFE PLATE CONNECTION @ ALL AND ; ,�, � 1 . S W -- ��' - ; ��� � , _ _ STEEL BEAM. RE: STRUCT. _-- - - -- - __ -- - _�� � ; T� _ , � - � , 19. DOUBLE GCHANNEL STRUT. SEE DETAIL 8/A6.5 I I ,-;---j � � ' �� - � � � � � � � � -� � �� �'-�� � ' 20. TYPICAL STEEL HANDRAIL PAINTED TO MATCH WINDOW CLADDING, RE -�� ,; , ,' � � � , ' - � / � - -� - � -� -� - SHEET A6.2 � � � �� ' � � � ' � , � , ' ' � .' -�� 12-��� - � � � ���� 21. RUBBLE STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER � / _ _ _ _ . \ , � � � - = -_ �T�� � c J-��� - . ' � 22 COPPER PANEL SIDING W/DARK PATINA � _ -� - �� ' � ' ' ' _� , i -� � � 23. 5" ROUND COPPER GUTTER AND 3"DOWNSPOUT. PIPE UNDERGROUND TO ---- -- �_ - ° i � � i � � � _ � � � 3'-� 1/2" - - DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND i � _ � ,, � � �, ,- � � , °��� � � � / � �� I --- PROVIDE POWER FOR HEAT TAPE. - - � ��' -' %` - � � �.T --_ __ - - = = -; i � ; I, ._ � 24. STEP LIGHT PER LIGHTING DESIGN \ - � _ , - - - - _ ];J ���I�- � � - � - 25. J-BOX FOR GUTTER AND DOWNSPOUT SNOWMELT, PROVIDE LOW ON WALL �_ _.._ _.__. � � � � � � @ ALL DOWNSPOUT LOCATIONS _li �I .__ I - - - - - „ 12 �-__ 26.�--4X4 TUBE STEEL COLUMNS @ CHIMNEY CAP PAWTED TO MATCH WINDOW �- -���� - � � _i �I II ;� � �� I � � T.O PLATE 21�0" ��� 12 � �COLOR� � / _I _ °_ / I I 27. 4"THICK STONE CHIMNEY CAP � � _ , � i - -_ _ � � _ ��- , I _ \_ � _ � � , - �I _ , , , , � � � � � i -� � -���� � i - .. - ��� - � � ---� � �� � ' ' � ; � � � UPPER LEVEL � � ���, OVER KITCHEN _ � o �i� i ,_ ., � _ Z J c� 2 0 1/8 � _ 1 , � ' ROO � � � AIRS � FINISHED FLOOR - ,� � � � � - � �,� � �� �(� � �� �� � �� ��j/;�� � z�s6 z�a.6 STORA ao�g � � �� 47' - 11° � N ti � �I- � - ,, � � ' - I � �` I I I , 0 � = -- -� - � � � -- � �� � � � �. � � I � I � I I� � ,. 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Box 2378 Physical/Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 ; � , � _ � i I _ I � -- -I I ' : `_ - ��� han�Ca�be q u�da chitectscom4 I I I I �i I- �� I i -- I +- — � �, I — , -- �. �. -, r---,�.� �. -. ��T, www. berglundarchitects.com _ - � - ��'�� � ' �'� \�\ - i I' . � -,:__, I ___ - ,- _ . _ � - _ - - �- T. � � - O PLATE @ 22'-2 3/4" �l � T.O PLATE @ 22'-2 3/4" _ �.. � I I I I � � � �. � � I� - � � o � � � ! � � � � � CUSTOM COPPER MECH VENT � � ��� - _ o - ° o � RE:6/A67 ---' -, � ' , � e � � � �e - �� - � I -- _ ,_ - -- -r � � - i � � � � ' - � I I I -, - I � _ � _ _. __ . __ _ . i -- _ _ _ i _ I - _i -__-�� -_ _ ; � CLOSE BATH 5 W.0 l _� I I ---I� _-i I,-- � � �I l � - I� I - l!, �' i � I I I ll �, � 212 I 213 � 214 I ` i- , , _= _ ,,�- - -_��^,; W �����(�,-- U� �� UPPER LEVEL � � _'�' �' i ; - � ��� �� �, � OVER KITCHEN � � _ ��(�,C������;�I��_=��= , � ti T , � � � ' I � - ` � - FINISHED FLOOR � -� � I �� C��-- ����������'_ �i' !�- 47' - 11" � - _ - - V o � _ � � _ � - � - - - � - �� � _ _ p — � �— _ — - � _ _ - — - _ — ; _�� �� - _ �— - _`- - _ _ -��_ � ,, � T.O PLATE @ 13'-3 1/4,� � - - — � > > ' - _ - - � � I � � - _ -� � � ����I �I�,� UPPER LEVEL �j J I q , ��� '�����i�� ��� n�--,� _ � l�� � � �� ����� (--� � � ��I�� � �i FLOOR PLAN � � � � , _ ��`_� 1�,,_-_�I I__ I��, � -�---�-�1'� ., I I I ' � ' � I I -�� ; � , ,_ _ - > . , : :_ : �� _-���-:��_—_- FINISHED FL�00� � � _ -�, -- , „ C� Ln � 0 Q . � � � � ; -- I -�i j=_- T.O PLATE @ 9'-1 1/8" � � �� STEEL BEAM WRAPPED W/5/8'TYPE X GWB ____-__.:_ �� �� A6.9 i � � - - -_ -�- I _ �- � � � � I , � � ,i -ii � � � � i i i � i , � � i i i � i -)n�� - '� � i i - '���i� I- LL O INING R OM �� I MAIN UNIT W (f� V DEN �, H�4LL � � 8 STAIRS � � GARAGE _ � � � �� �/ W 109 � !� � �=" W � �+ � � � _ _� l Q __ 1� J I I I I �os �� i � �07 X �os I I I � �24 -����� , � � � --���� _ _ ,�- � Q - � � � � � , i i s�m = � Ck--�� --� �'- -_- � I , � � � �� �� I a a�.z - ��� �I�J�JI ;- l� ,�.,. _ _ „ � r- ,; � MAIN LEVEL Z M J � i STEEL WRAPPED W/5/8 TYPE X GWB J � � � � � - ����� ' � - �� FLOOR PLAN � � T- _ I � � i � � � � '- � _i��i� - �; '=- FINISHED FLOOR - - - � d � ° a ' -__- -, 34' - 0" � 0 � � a 4 a a Q , � � � I I I = __ = _ ' � \ ZJ � � , , ! 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I I I _ I' I I I ,. � � - - _ �� -� � �- i � �� , � �� � �� l I� I� I'J T:I� � - � / � _ o -� � � � _ � _ �, � � �� �--, ._ � _�. ._�__ , �_� '- . -- � CUSTOM COPPER MECH VENT BEHIND EVE � — � � ��� ����� � �� . _�� . � � � . _ � � _ � � �� 0 0 _ I I � � � - � I � I � � I I I � ._ ��� � DRYER VENT BEHIND EVE - � . . 2p8g . . .. . ._ . � . . - . .._ � .. .. . . . ... � ._. � �.� � �`��. :, � T.O HEADER @ 18I-10 1/4" , \ - — - - - - I I � I � I 2048 I i I � I I I - . _ 68 �6 N � � A6.6 �_ —_ _ �— ' - — ��- T.O HEADER @ 18'-10 1/4"� 1��, il �_ ,��� � ;���_�������� � �I�_ _.. - — - � i—����1���(����i' -� _ �___ 1 �i —: uPPER �EVE� I I I I I I � � I � � I I � I - �' �❑ - �� - � - ' - � �' � OVER KITCHEN L_ _-_ _ � _ ��;� �� ��i , I g � � ��_��_ �� � _' � 12"X12"OUTSIDEAIR -i�= -�� � U�- ��� - \ �� i, L R :� _ -�-- � =-- : ' =- �, _ � ' '` i�1=� -� _ �� _ � � , '' ''- 47' - 11" � FINI HED ,�� _ = ��fi FLUES TERM NATE�// AND � � � � - OC� ��Cl � i. ,_ �--: _ � � � - � - � �_�i� IINSECTSCREENBEHIND-- � ��, _ - � _ I� ������I � �� / I � -- .l� I ` - MECHCAND SI�M.DETAIL 2/A6 7 I—_ � - i� —� I --� --; � _�_� � �� — , -s r- A6.4 ° I i � �� I I _ ���-=���� _ �� �I � = UPPERLEVEL I _� - � � i � � � � I I � _ _ "� _ ��. � � I � � STEEL BEAM WRAP ED — - —- � I, I,—�� - _ .-- i �� -�� I I - �- � � - - -- _ . _ -- - FLOOR PLAN � A8i6 � - ��� � �1 I _ I W/WOOD TO APPEAR , ��---< I !. � �,-- -� . �__, - - , � � l �- � � _ ��� ��� ,� � i�- FINISHED FLOOR �' AS 10X14 WOOD BEAM � I � -}� �� �� ��� ,� _ _ �� JI- _ �I_ _,I._]� ,� _ ,�_ J� _ ;� � 45� ��� � � - �- � �- -� - -- - ,, � _ j - � ��� �; , _ � - ���� - _ �I - _ ) I� �l�f� I I�, I � I I I I I � I I I I -� I -���� �_ - ��, I �-- ,�, :���_ --��� �_� ����. _--- _ I=- ' ' --� � I - -- � - -_ i--� �; �� d � v -- � � � CABLELIGHTING �o _ �� I 129 �29 _�� ���_��� ,_i _ ,� �-- � , � ; ���� � RE.LIGHTING PLAN a8.3 EC��i-�EQ- /� � , g 11 5/16 ��� _ ��-� ���j ��� i � I' I � ART ._ - _ i i i I � � _- l— � I I I I I I I I I I I I I I � - _ � _� - � ,,- �- 1 �� � .��� __ � --)� — �, � � — � — � � � -- I� � �: / �i� � : LIVING ROOM _ ENTRY � � �, � � � �-- � � _ �l',_ - VERI�FYSCO ---- -. , _,. : '' �_... ,��,__. �=-- ��� �� � I I ��� � ��� — - � _ � � i (( _ HEIGHT W/ARCHITEC�T— -�����' --�' I I � � ��_ Q��I'- �I�I� -��_ �,� �-.N3T�ALLATION �`__�' _ ���-.�� � � � -.-,I � � �v-- � � ' � �� � = �� ,. ���C .�_ ���1! �� ��i��� �� � � ._ � _ _ _ 1 � ', _ _ , ` I _ t IIl I . __ I � I I I ��� � I � I I I I I I ' � ; ,_ �-�- � 1 —, �__ , � ; i - MAIN LEVEL �� � ' � `� _ _���-=�t� - _ ) � _ )���1��' �� _ !I ; -�_-�� , ;I ''' _ _ _ � � ,,i� �_ -- I� -� �� �-_ '���II _ I i�. �. � _ - � _- =-- FLOOR PLAN ' � ' __- FINISHED FLOOR � , �� �� ��� �� - - - _II - _ _ _ - --� — � - ��� - _--�� �`- �� i - __...- .--- -- � - - - — � � �� ; - - _,.._ _� � , �� � ,� 34, 0„ �i _ � - � _ � , r _;O�__S Ji: � � � � — _ — i i i i i I I I I I I I I�li I � — � I � d a 30X4 MECHANICAL HEAT REGISTER a. � I`, j� - II I ^^ - I I. � „ � RE:PLANS AND MECH .�. ,I I. � i 32'-6t/4 i � � T- j_j ; R I I I I I I I I _ '�,�I`—�I=-- � � STEEL BEAMS ' ^ I a � 3 ° FINAL BID SET I I i_ � r J�� II _--- � I Ri:STRUCT, I I � I I 'v I THEi TER PRi JECTOR DOOR I I I � � _ � � _, ' ' I Issue Date 10-24-11 ' - � I I I I I � ��I 'I CRAWLSPACE � a a . a , o° � I I I � � � � � � � � � � � � � � � � � �� ' - " Drawn by B K�/ i ° i � a° a 27 $ 3/$ Checked by HB - i i _ L WER LEVEL �� - � �� - � � I I � I � I � � � 4 Sca�e 1/4 - 1 -0 a ^_ _ � II I III II I III �IIIIIIIII IIIIIIIIII��IPLAN I � �� � � III � III � � � III � � � � III � III � III � � III � � � � � � � � � III � III � � � III II - � � 24 8 3/8 � � i i � � A,�3 i � i � i i i i i � i BUILDING � � SECTIONS o � M � �� _ � �� — — — — — — � � Section 24 N � 1/4 - 1 -0 ■ N M N � 5 A7.5 GENERAL NOTES: � TUBE STEEL SLOPING UP � � . ' 1) AT ALL RAILING CORNER CONDITIONS CENTER LINE OF � � STANCHIONS ARE TO BE PLACED AT 8" OFF THE CORNER OF THE FINISHED FLOOR/DECK/STAIR MATERIAL 1/2"STEEL STANCHION � - ATTACH ENGINEERED WOOD TREADS 5 TOGETHER W/(2)TIMBER LOCK SCREWS A7.5 FROM BOTTOM COUNTER SUNK AND PLUGGED - US M81I OIIIV: P. O. BOX 2378 6"ENGINEERED WOOD TREAD SLAB _— � - GRIPABLE TOP RAIL WITH WOOD TOP Physical/Fedex: 210 Edwards A7.2 OVER 2"X 1/2"STEEL STRAP Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 - (970)926 4301, Fax: 926 4364 ,� � ROUTER STEEL PLATE INTO hans(a�berglundarchitects.com ENGINEERED WOOD TREAD-FACE OF STEEL TO BE FLUSH W/BOTTOM FACE www. berglundarchitects.com � OF ENGINEERED WOOD TREAD � � � � � � � w � 1 1/2"X 1"STEEL TOP STRAP � � ATTACH ENGINEERED WOOD TREAD W/ —� FLUSH SET SCREWS TURNBUCKLE LOCATION FOR CABLE TENSIONING ��— -� — -Q — — — — — — — — — — �— — — — — I � / n � I � WELD VERTICAL AND HORIZONTAL i CANTILEVERED SUPPORT TO TUBE STEEL 1 3/4"�y� -- -I—'I I 1/8"DIA.ROUND CABLE @ 3 1/2" `�' �� � � O.C. � � / I I � 2�� NOTCH CANTILEVERED STEEL SUPPORT � ON DOWN HILL SIDE I� � � 1/2"STEEL STANCHION � �V 1'-0" i � �� TusE sTEE�sTRirv�ER �� � 6"ENGINEERED WOOD TREAD SLAB � / -��- � \ � � 1/2"T-STEELCANTILEVERSUPPORT � 1 1/2°X 1��STEEL BOTTOM STRAP j � -o- -� - - - - - - - - - - - - - - - - - - - - / / � 1� / HIDDEN STEEL PLATE ROUTER STEEL PLATE INTO ENGINEERED � � � � � � WOOD TREAD O / WELD STANCHION TO T.O.TUBE STEEL � � � / STRINGER AND CANTILEVERED � 3 Sim / SUPPORT.ROUTER NOTCH IN � N A6.8 4 -� � ENGINEERED WOOD TREAD TO RECIEVE 1 3/4" � STEEL STANCHION � � � � - TUBE STEEL STRINGER � � � � / i _ � � � � � A7.5 � � � � CANTILEVERED STAIR TREAD SUPPORT � � � DETAIL � �° � � � " ' ' ' ' � ' " �� . N � � � , �� „ �" i.L. O 1 3/4" � 3�� _ ��-O�� I .- � - - - 1/2"STEEL CANTILEVER SUPPORT � � � 1 3/4" 4 5/16" I � � � �� � �� � � � 1 -0 3 -0 � J - - I � � A6.8 � J � � � r d' r � � � � � _ � STAIR HANDRAIL DETAIL @ CURVED � " " '�' M � � N M N 3 STAIRCASE � N ; � � / � 1 1/2" = 1'-0" � � � � � � J N Z � / SEE 7/A6.8 FOR TYP EXTERIOR RAIL ASSEMBLY � SEE 7/A6.8 FOR TYP. � � EXTERIOR RAIL ASSEMBLY 1 3/4" Q � � � / , A�2 N � � � N � , - � c� - _ - - � 1 3/4" co N I N A7.2 N � i � � � \ M c'') M M N � . V W.P.MEMBRANE ADHERES TO COPPER / � _ FLASHING WHICH EXTENDS OVER EDGE � � 0o WITH A DRIP EDGE AS SHOWN _ � N N N M � � _ 4"STONE ASSEMBLY-APPROX 1"OF STONE OVER12"OF GROUT � � c� M r> OVER2"CONC.SLAB WITH RADIANTTUBINGAND WELDED WIRE � MESH.ATTACHED TUBING TO MESH. 4"STONE ASSEMBLY-APPROX 1"OF STONE OVER 1"OF GROUT OVER 2"CONC.SLAB WITH WELDED / DRAINAGE BOARD SLOPES AT 1/8" WIRE MESH AND RADIANT TUBWG.ATTACH TO TO i PER 1'-0".CONT.DOWN WALL W/WEEP MESH. _ - AT B.O.STONE. DRAINAGE BOARD SLOPES AT 1/8" N W.P.MEMBRANE RE:SPEC. PER 1'-0" � � SEE 1/A6.8 FOR TYP.RAIL ASSEMBLY � � / � W.P.MEMBRANE RE:SPEC. � M � N � � � C7 — / j � � , N REVISION 00 /� � _ _ _ M � � � - / � - � 0���� � � _ // _ _ / N _ _ _ _ _ _ _ �� _ _ Revision — — :, � ��� ; .���-. ' - o - --� _a- _a ' " � � � � 6"CONC.SLAB W/SLOPED TOP @ 1/8": � �`��; , _- -_ - -- - - '"�� -- - � `- R2VISI011 �8t2 �OSC p IOII � ri f � � � � � a° 1'0 SLOPE - �. ;� , - - , _ _ ' � - � - _ c'> 4_ , o � - °' � a -� RE.STRUCT a a � -a. 6"CONC SLAB W/SLOPED TOP @ 1/8' : � / = N ° a � d 4 1/2"W X 3 1/2"T X 1/4"THICK STEEL PLATE _ -g, . . _ - . _ a � 1'-0 SLOPE 4 5�8�� i�l � �,.� a� a_ g RE STRUCT. a PAINTED TO MATCH WINDOW COLOR a - WELDED TO STANCHIONS ' � � . - . . — CONT.4 1/2'W X 1/4"THICK STEEL PLATE - /' e = - a_ ' ` -m °" °- ' PAINTED TO MATCH WINDOW COLOR � ��� ��� �� � - WELDEDTOSTANCHIONS � �, I R � - STEEL DECKING _ �''> / ���� '°_' °� � a � THICKENED CONC.EDGE � RE:STRUCT � MITER JOINT � � I - 3 1/2"L X 3 1/2"W X 1/2"T STEEL 1/8° � a RE:STRUCT _ '� � -�- a ° 4"X 12"X 1/2"STEEL ANGLE t� � PLATE PAINTED TO MATCH WINDOW �'�-I� - �' " RE:STRUCT �� �- CONC WALL RE:STRUCT. M � COLOR SCREWED INTO STAIR STRINGER AND BLOCKING W/FLUSH - _ - I 1�-O° STEEL I-BEAM RE:STRUCT. \ � HEAD SCREWS CONT.WATERPROOFMEMBRANE � M - RE:STRUCT. _ - FROM B.O.FOOT TO T.O.WALL-RUN C6X8.2 GCHANNEL WELDED TO STEEL ANGLE ,� - PROVIDE BLOCKING AS NEEDED � 3/4"DEEP X 3/4"TALL REVEAL OF HORIZONTALLY 36"MIN.@ SLAB RE:STRUCT. � � TURN WOOD FLOORING DOWN 3" oo FINISHED WOOD TO MATCH FLOOR 1/2"� � J-MOLDWG @ GWB EDGE M ,� I MASTER BEDROOM ROOM PATIO AND CANTILEVERED LIVING ROOM DECK AND � TYP.UPPERWOODFLOORASSEMBLY °' 4 1/8" RAILING DETAIL RAILING DETAIL �"�sTA'RSrR'"�ER ° � � ' � �.�° �� � -7� RE:STRUCT. , _ _ _ 1� _ � �� � I � �� _ � �� � 3" 3 1/2"L X 3 1/2"W X 1/2"T STEEL 1 3/4" ��� � ��2�� - � -Q -' � ��2 - � -Q 3 5�$ � PLATE PAINTED TO MATCH W WDOW COLOR LAG BOLTED INTO FLOORING N RIM JOIST � "> RE:STRUCT. � � M �� � � C15X33.9 GCHANNEL PAINTED TO ���$^ MATCH WINDOW COLOR RE:STRUCT. i ao - co I � � � N M N 1 3/4" � � 17' �i � / � I HANDRAIL SECTION @ LOWER LEVEL INTERIOR HANDRAIL SECTION @ � 2"CONT.STEEL PIPING CENTER � STAIRS /2 L-SHAPED STANCHION AND WELD TO PLATE BELOW �J �� _ � �� \ �� _ � �� 1 1/2 - 1 -0 1 1/2 - 1 -0 SEE 7/A6.8 FOR TYP.EXTERIOR HANDRAIL ASSEMBLY- � - 0° r 3 1/2"H X 1 1/2"W X 3/8"T STEEL NOTE:TOP OF RAIL IS 42"HIGH AT THIS LOCATION c� "� c�l WELDED TO TOP STANCHIONS � W ITH TOP GRINDED TO 30 / DEGREE ANGLE AND BOTTOM � � NOTCHED OUT WITH A 1/2"X 1 � 3/4"SLOT TO ACCEPT STANCHION � � \ 1 1/2"X 1"STEEL TOP STRAP °J � TURNBUCKLE LOCATION FOR CABLE TENSIONING 1�° � I �p M 7 N N � - 1/8"DIA.ROUND CABLE @ 3 1/2"O.C. A�'2 I 1 3/4�� 7 c0 - A7.2 ih � STEEL ANGLE _ COPPER DOW NSPOUT PIPE TO DAYLIGHT - o� " � - - GRIPABLE TOP RAIL WITH WOOD TOP OVER W.P.MEMBRANE ADHERES TO COPPER M ��� � � 2"X 1/2"STEEL STRAP FLASHING WHICH EXTENDS OVER EDGE N � 1/2"T STEEL STANCHION m �,.� M � N N WITH A DRIP EDGE AS SHOWN � ��m d- M 3 1/2"H X 1 1/2"W X 3/8"T STEEL / c� / �'� WELDED TO TOP STANCHIONS 4"STONE ASSEMBLY-APPROX 1"OF STONE OVER 1"OF � WITH TOP GRINDED TO 30 GROUT OVER 2"CONC.SLAB WITH RADIANT TUBING AND � � DEGREE ANGLE AND BOTTOM WELDED WIRE MESH.ATTACH TUBING TO MESH. cV � NOTCHED OUT WITH A 1/2"X 1 DRAINAGE BOARD SLOPES AT 1/8"PER �' � � 3/4"SLOT TO ACCEPT STANCHION �,_�,. � 1 1/2"X 1"STEEL BOTTOM STRAP � � W.P.MEMBRANE RE:SPEC. / c- � 1 1/2"X 1"STEEL TOP STRAP � / TURNBUCKLE LOCATION FOR CABLE TENSIONING n � � � , 1/8 DIA.ROUND CABL 1/2 O.C. � / ' � — - � � ;�, " � � � � � 3/4 PLYWOOD SLOPED AT 1/8 PER 1-0 RE:FLOOR PLANS � �" "�' - , ���y ��� � �.� ��� ��� ��� �� �� � �� � - EXISTWG 2x6 T&G RED WOOD DECKWG TO - / . , � °D BE REUSED ON NEW WOOD STRUCTURE � SEE 1/A6.8 FOR TYP.RAIL ASSEMBLY . , � , �'� . , ` � �. . . � ,-Q',��� '• ` - SHIM RIPPED AT 1/8"PER 1'_0" � � , ,: O„� ' ,,, �., M ' — — — — N / � c — — �f f ��<. � %�1;;� '" ;� � �i� '/i �l,i� :� i./ �l, - �� / � � � ih �� � � �� ���� /, ,� - �� � �� ��� .�- 2X6 T&G DECKING � — — � � 1/2"T STEEL STANCHION '�� / / / '�/, / / / / ,�, /�i�, � , i ,i'/ i! _ N - CUSTOM COPPER GUTTER � - — - 3 1/2"L X 3 1/2"W X 1/2"T STEEL PLATE PAINTEO TO MATCH WINDOW � COLOR LAG BOLTED INTO DECK RIM N JOIST N 3 1/2"L X 3 1/2"W X 1/2"T STEEL PLATE PAINTED � RE:STRUCT. 4 5/8�� �p � TO MATCH WINDOW COLOR LAG BOLTED c+� c� ,��8�� � �� I I �_ THROUGH TO END OF GLULAM � PROVIDE BLOCKING AS REQ'D ��8�� 1 1/2"X 1"STEEL BOTTOM STRAP � — 6X10 JOIST RE:STRUCT. — � 2X10 DECK JOIST RE:STRUCT. ADDENDUM 1 11-28-11 KNIFE PLATE,THROUGH BOLT �� /� � WITH COUNTER SINK BEAM TO 4�� � NOTCH STONE FLOOR TO WRAP 4 1/2° � GLULAM RE:STRUCT. � � CORNER - �� - --1 3/4�� 10X10 WOOD COLUMN CONTINUOUS THROUGH m _ � /�� � DECK UP TO STEEL BEAM @ UPPER LEVEL � 3 1/2"L X 3 1/2"W X 1/2"T STEEL J-CHANNEL @ EDGE OF DRYWALL F I NAL B I D SET DECK RE:STRUCT. �'? PLATE LAG BOLTED WTO FLOORING 3 3/4�� 2'-3 1/2�� \� RIM JOIST AND BLOCKING ap TO CREATE 3/4"TALL REVEAL OF FINISHED WOOD TO MATCH FLOOR 10-24-11 � KNIFE PLATE,THROUGH BOLT WITH COUNTER -� N ��'�-'� RE:STRUCT. M ISSU2 D8'�@ SINK INTO COLUMN RE:STRUCT. TYP.MAIN LEVEL STONE FLOOR ASSEMBLY — STEEL I-BEAM RE:STRUCT. STEEL I-BEAM - \\ � � TYP.UPPER WOOD FLOOR ASSEMBLY Drawn by BKW RE:STRUCT. - ch �^` ° Checked by H B 4"GALVANIZED TUBE STEEL FULLY WELDED _ J-MOLDING @ GWB EDGE � 3 1/2"L X 3 1/2"W X 1/2"T STEEL TO STEEL BASE PLATE AND TO STEEL I- � PLATE PAINTED TO MATCH WINDOW SCBI@ As ind icated � BEAM PROVIDE BLOCK AS NEEDED COLOR LAG BOLTED INTO FLOORING _ 9 V2"L X 9 V2"W X 1/2"T STEEL TOP PLATE WELDS TO RE:STRUCT. - N �, I RIM JOIST �7' STEEL COLUMN RE:STRUCT. — — I I I TYPICAL MAIN LEVEL FLOOR � RE:STRUCT. I I I I I $ X 8"X 1/2"GALVANIZED STEEL BASE PLATE 3" STRUCTURE M - RE:STRUCT. RE:STRUCT. i I EXPANSION BOLT STEEL BASE PLATE INTO - ' 4 1/8° I � T.O.CONCRETE FOUNDATION I � I RE:STRUCT. I 1/2"X1/2"REVEALROUTEREDTOT.O. _ _ - _ _- _- - 1/2,' �� DETAILS COLUMN � � - - I � �— COUNTER SINK THRU-BOLTS ° ° . . 1"NON-EXPANSIVE GROUT BED / � ,� � , �. 4a�_ �d ' � COPPER DOWNSPOUT PIPE TO DAYLIGHT - - � - - _ � SONOTUBE FOUNDATION PIER � RE:STRUCT. M I � I I � UPPER LEVEL DECK AND RAILING MERV'S OFFICE DECK AND RAILING HANDRAIL SECTION @ MAIN EVEL INTERIOR HANDRAIL SECTION @ N DETAIL DETAIL HALLWAY STANCHION MOUNTED TO WALL A6 � 8 � `' 1 1/2" = 1'-0" � 1 1/2" = 1'-0" �� 1 1/2" = 1'-0" � 1 1/2" = 1'-0" N � � � � � . � US Mail Onlv: P. O. Box 2378 l Physical/Fedex: 210 Edwards � Village Blvd, Bldg A Suite A103 � �� � � ,,- ,—"�- �����-------��������- -- - RECLAIMED WOOD SIDWG Edwards, Colorado 81632-2378 �� (970)926 4301, Fax: 926 4364 � hans(a�berglundarchitects.com ; -__ -_ GWB PAINTED BLACK BEHIND www. berglundarchitects.com WOOD SIDING �` � \ ( � � � ..'., 1/4" �� � - - I w� � 3/8"GLASS PANEL M TYPICAL GWB � SLOPED TILE SILL 5 1/2"X 3/8"STEEL PLATE � SEALANT JOINT CONTINUOUS AROUND 5 1/2" HALLWAY OPENING I 5/8"X 5/8"WOOD STOP - _ ATTACH W/COUNTER SUNK � � W/1/8"X 1/8"REVEAL SCREWS W/SQUARE - - - - - - � HEAD INTO 2X FRAMING � � � � GWB WRAP � � - _ RECLAIMED WOOD SIDING ����' � �,. � � ' � GWB PAINTED BLACK BEHWD TILE PER INTERIOR � 1NOODS1D1NG I °°��""E"TS RECLAIMED WOOD SIDING @ UPPER I LEVEL GWB CORNER Z �j J 1/4" l 1/4" �/ 6,. = 1�-��� O n - � - _ _ TYPICAL 2X4 INTERIOR � N � WALL Q � c�.i � i ' /i / .- , ' 8 3/4"X 1/2"STEEL PLATE � .� �H 3/4�� CONTINUOUS @ JAMBS AND ����� - � � � - -- -- HEADER ATTACH W/ � ' COUNTERSUNKSCREWS — � Z � W/SQUARE HEAD INTO 2X FRAMING -� WINDOW SILL MERV'S SHOWER � FRONT ENTRY PIVOT DOOR-RE:SPEC FOR o - - � � � DOOR PIVOT DOOR HARDWARE � v 3" = 1�-O�� R ` HORIZONTAL RECLAIMED WOOD SIDING � � O � ; � W cn c� � Ww VARIES � OC c� � O�2 INTERIOR PIVOT DOOR JAMB PER CURVE '� PAINT GWB BLACK BEHIND Q � COUNTERTOPANDEDGE RECLAIMED WOODSIDING � � Q 3�� _ ��-O�� � � DETAIL PER INTERIOR � bOCUMENTS � M � � �;�,.�,�� �� �-� , � �y — � - 1/2"HORIZONTAL STEEL PLATE - > � z WELDED T0 1/2"X 4"VERTICAL _ _ _ _ _ _ _ � � PLATE TO SUPPORT CANTILEVERED � = W �i COUNTER TOP - a � ��� �� CUSTOM STEEL ANGLE CONTINUOUS Z � O V ATTACHED STEEL PLATE TO T.O. / FROM FLOOR TO CEILING FLUSH SCREW � p WALL W/FLUSH HEAD SCREWS / INTO 2X FRAMING � � ❑ - AT HORIZONTAL AND VERTICAL � W � FACES � ��:,,�„� z o N � , :�� o w ; _ M ; U Z f - CABINET BOX � TUB PER INTERIOR DOCUMENTS � � - 3 1/2° � � - � � � W SECOND UNIT � � = H > FINISHED FLOOR PER INTERIOR _ � U` W DOCUMENTS - -- - -- - -- - -- - -- -- -- � _ _ - - - _- - W - - -- -_ . -- - - - - - 3" 3 1/2" Y � � � � - U � ��� . W o \ - GRANITE TUB DECK AND o 0 GRID� � � � SURROUND PER INTERIOR DOCUMENTS ATTACH 2X4 WALL TO SIDE LINE ` � � w o 0 oFF�ooR�oisTiNSioe 1/4" � ~ TOE KICK OVERHANG FRAMING FLOOR ASSEMBLY BLOCK AS � - NECESSARY � � � � o RECLAIMED WOOD SIDING OR MIRROR 3° � WATERPROOF LED TOE-KICK COVE I SIDING SEPARATE COPPER SIDING ct LIGHTING PER LIGHTING SPEC PANELS FROM FLASHING AND ROOF RE:ELEVATIONS FINISHED FLOOR PER INTERIOR o 0 IDOCUMENTS STANDING SEAM ROOFING o 0 � I��� �� RE:SPEC ' DRAINAGE MEDIUM AND AIR MAIN UNIT �I I , �-_ &WATER INFILTRATION REVISION BARRIER LAPS OVER I' FLASHINGMIN3�� LAINE'S BATH TUB TICK KICK COVE COUNTER TOP DETAIL @ STEEL PLATE RECLAIMED WOOD SIDING OUTSIDE I ��� PFSMFLASHWGTOMATCH LIGHTING DETAIL � SUPPORT -� CORNER Revision �ate Descri Ition RE�• ROOF LAPS OVER STANDING / SLOPE � SEAM ROOFING MIN 4"AND � � \ 7 �� �� �� � p �� RpOF P�SN� m EXTEND UP WALL MIN 7" 1 1/2�� _ ��-��� �� � ��2�� _ ��'��� 3" = 1�-��� �SECTION � . -- WCOR ICE AND WATER SHIELD- J EXTENDS UP WALL 3'MIN. � RE:SPEC � � - � � � � 6 1/8"INSULATION PANE�WITH 5/8" � PLYN/OOD SHEATHING GLUED TO 5 - ��� ' � � 1/2"CONTINUOUS RIGID FOAM - � INSULATION PANEL RE:SPEC ROOF SHEATHING RE:STRUCT. BLKG.RE:STRUCT. RAFTERS ATTACHED OVER DRYWALL RE:STRUCT. INTERIOR BLOWN IN CELLULOSE � � _� -- �� I INSULATION � RECLAIMED WOOD SIDING i < -- _ � _ � _ — d _ � " O , ' - — — — - - -- � � � ,� - � a °a a b a _ _ . ,� . , - a "4_ _ , ' ,. . .'_ ,. .,T . , _ . _ _' _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - GWB PAINTED BLACK BEHIND , ,� . .'•�' ;,�.. . � .. .� � . . � . . ' - �� . . — — — — — — / � WOOD SIDWG t��_ � � 'SIM.ADDRESS MARKER @ 2ND LEDGER RE:STRUCTURAL / \ / UNIT 234 APPROX.5 1/2" � � BLOWN IN CELLULOSE - - - - - WSULATION -_ � � � � -_ � 5/8"TYPE X GWB CONT.@ WALL - � ,�- _ BOULDER ARE DRAWN � � � DIAGRAMMATICALLY ARCHITECT �� �� � TO APPROVE BOULDER TO BE -.�� :.. .,. ,., .,. , � .. , ,. .- :.. � �"��' � ' " � �� USED _ ,_ � � � ` �� I I _ � 3/8��CORTEN METAL PLATE W/ SEE 11/A6.4 FOR TYP.RATED - FLOOR TO WALL ASSEMBLY � �I'' ' ' TYPICAL GWB SOFFIT NUMBERS CUT OUT BACKLIT �` � � � � - _ _ _ , � WITH LED LIGHTS.HOLD PLATE � � �� ! � � �`� ��� � �� � 5is"x 5ia""w"Revea� OFF FACE OF BOULDER APPROX. � • J,� � Mo�DwG FRY ReG�ET 1/2"W/STEEL SPACERS f TYPICAL COPPER PANEL SIDING ASSEMBLY �— � FIRE RATED ROOF TO WALL ' ,� �; CONNECTION SIDING TEMPORARYIX4TOBEREMOVEDAFTERSTONE DRILL THRU BOULDER AND ROUTE ELEC. � VENEER INSTALLATION BEFORE COPPER PANEL ��� i CONDUIT BTW 2 VERTICAL BOULDER �O � �' - SIDING INSTA��ATION � — � � > � 1 1/2" = 1'-0° , �,: �. � I- / MIN.1/4"SEALANT JOINT BTW COPPER SIDING AND GROUT �, �:I USE SANDED CAULK TO MATCH MORTAR � �. �i IN-FILL CORNER UP TO TEMPORARY 1X4 TO ����� ��� �� RECLAIMED WOOD SIDING @ GWB � � CREATE STRAIGHT EDGE FOR COPPER PANEL � EXTERIOR SIDING INSTALLATION �\ SOFFIT CORNER I - i.. � � n � n � - !. - -� � TYPICAL STONE VENEER WALL ASSEMBLY 6 - � -O _ - - � � � �v NOTE:DO NOT LET COPPER TOUCH STONE � -,� �;�i VENEER ll il li �il � � — i ;' � � _ � � _ � _I i � ;I� � —I � � I � � I � � I � � I � � � � � I � � � � � I � � � � �— j-, \� ', INTERIOR _ ;_,-� � 3/4"WOOD FLOOR 14 232 ADDRESS MARKER ELEVATION ATTA�HEOTOS�EEPERS � ��2�� _ ��-O�� � BELOW � STONE VENEER AND COPPER SIDING ,��� � �__� 2X4 SLEEPERS @ 24"O.C. � C�ORN�ER TRANSITION �� 3 - 1 -0 , �,/ =-'�� �, _ , �, : � , , �� --'�" %' _ _=J�-- _";�--�-- _ �-- �-_-- , 4 - - �- � - � � a:a< " " a' - - "a+ - "_ . INTERIOR � �� a � � � � � ������ ��a� � �� � - �Q��° �,a° - � ° ° _ � � � � T.o. P�vwoo� - a" . . - - _ � - -�°a _ - - - _ a . RE: SECTIONS/PLANS _ � / - - - - _-_ _ - - -- �� �" \ / � -_-,�� � ,-_ R-50 BLOWN IN CELLULOSE INSULATION � � �� � - � - 1 1/2"CONG TOPPING POURED � � � BETWEEN 2X4 SLEEPERS WITH BOULDER IS DRAWN \�� I RADIANTTUBING \ ADDENDUM 1 11-28-11 � DIAGRAMMATICALLY ARCHITECT � \ / \ / ' TO APPROVE BOULDER TO BE � � � USED � ,�� �.. 3/4"T&G PLYWOOD RE:STRUCT. � � � FINAL BID SET , � , r,�� . _ �., a , , , 3/8"CORTEN METAL PLATE W/ \ � � NUMBERS CUT OUT BACKLIT ia"w000 i-�oiSTS @ is"o.c.Re:sTRUCT. i i I I I ,; . i� WITH LED LIGHTS.HOLD PLATE �: � �� ,�, 5is��rvPe x cwB aTTACHe�To ResiuervT i I i I I I ��� � ��� LED LIGHT RE:LIGHTING SPECS. Issue Date �O- - - . _ 24 11 � OFF FACE OF BOULDER APPROX. CHANNELS AND STEEL FRAMING ATTACHED TO � 1/2��W/STEEL SPACERS STEEL BEAM PER TABLE 721 6 2(1)OF THE 2009 IBC � � � � - - DraWn by BKW � � � �, �:� 1 LAYER OF 5/8"TYPE X PROVIDES 30 MIN FIRE ���V� � � � � �`�°-� 1 X WOOD TRIM ��� �� � - RESISTIVE CONSTRUCTION.SINCE ONLY A 30 MIN / CheCked by �B � DRILL THRU BOULDER AND ROUTE SEPARATION AND SUPPORTING CONSTRUCTION IS 2X2 WOOD BLOCKING � ELEC.CONDUIT BEHIND VERTICAL � ReQ'D,BeTWEeN UNITS,THIS MEETS THE %� } BOULDER - - REQUIREMENT. � � � � TYPICAL COPPER PANEL SIDING ASSEMBLY SCBI@ AS IndICClled � RESILIENT CHANNEL / TEMPORARY 1X4 TO BE REMOVED AFTER STONE � �, �� ,, ' / '� / ;% ,% ,��' ,. VENEER INSTALLATION BEFORE COPPER PANEL ' ' � � �� " �" � � IDIN IN TALLATI N � � � � � /� s G s o �� � - ALIGN BOTTOM OF LIGHT i - _ � � � � � � - � � � 1/4"SEALANT JOINT BTW COPPER SIDING AND VALENCE W/T.O.TYPICAL I � - GROUT �-I DOOR , � I ,, . ,�,-' -.,';_-,_.-.�- '_"i;,. , � � �, ,. ,-,-�_ . ,,, ,- �"' �, ' ,�,,.,- - - - - - - - - ' - - ' - - . - - - PEODGE FOR4C0 PER PANOEL IN-FILL UP TO TEM ' ,� --,' ':.�:..-.,..' _� �,. . .�., . ., � _�� ,-.... . -�-- � - - - - -_ - - - -_ _- - - - _-_ - - - _ - _-_ - _- _- _- �. .,, - , , ;, - - --�: EAT STRAIGHT �_ __ „__ - � ��_.. " .."_" : � _ - ��-� �_ "_.� . `. , _ _ SIDING INSTALLATION �����L� , , , ., ����� � . . �. ,,. , '- .,. ., . , �'� �'� .�"; ,� ,�i , CR E � _. . � - � <__. _. , , EXTERIOR ISOMAX SOUND ISOLATION CLIPS � 2 1/4 � INTERIOR \ �. ¢ TYPICAL STONE VENEER WALL ASSEMBLY N I I I I I I I I - 5/$ GWB N I I I I I IN-FLOOR STEEL BEAM WRAPPED W/ STONE VENEER AND COPPER SIDING � 13 212 ADDRESS MARKER ELEVATION 9 5/8" TYPE X GWB 5 TRANSITION � LOWER LEVEL LIGHTING VALENCE A� . � O N / i �- 1/2" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" N � co P�right: SHEET NOTES All design ideas, arrangements, and plans indicated by these 1�. drawings and specifications i are the property and copyright � of Alpenglow Lighting Design, Inc., i - and shall neither be used on � any other work nor used by / any other person for any use whatsoever without written / / permission of Alpenglow Lighting % � Design, Inc. II � � j � revisio��s: �' - ����� . 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' - � 9014 � . � - - . - il ' - ` / � r � _. _ ��_ - . - -� ��. � -l� � � - , - / F _ _ , - - _ - ' \ � - - , � ,.- - � / �Lt � � _ - - _ _ i � , � �-�- � . .�� � .; .• � \ � QS2 1 �� - � - a � , �` � �- _ 9014 � >;. �� , , �� � � � . \ ' � � � � � o \ � . - _ -, . _ � � . _ � ���� �� ����S2 � �;--- �. � � � � � �� � �'" � � 9014. � / -_ � .. �° `� � � 9014 � ' ' � , � ��`, � , �� �_ � � �. • �� � � - � � _ � � � - -_,o _ , � � �• , : _ �� � �� _ ; -. A�I, � � � � S�pp _�� � � / � � �` ��c s, -,�i' o � � / � ��,� � � � � � � i _ � � ._ °' °' � - � � � - � � 9016 =- / � . _� :..; � � � � � _ � � � '� � � �� � ,-�� �, _ � � � _. ��� � - _ � ,; , � , � � :�.: �� o G � = � � ��. �� � � : , � -- - � ' _ - ^ � � �; � � a � os2 _ - - ! J � _ - �. y,�, � � 9014 / i ',� '`-�J '� � ` , p � � � / � 1 � � N ,, . u, "" � � , - , _ � � '�/�\��_ - - - - -- '� � - - S2 - - , , -1-�a - / � o � / � 9016 � S2 % � � � , , ,. (� �� ,- ,. _ � ' �� 9016 �' � � � � � ° � I , � �� -� y � ;� - � .�. 2 � � Qo S3���,�. ,=J � � �_ � � � 90'I� �� D 16 - � ��y _� � � � ��� �� � :�� � 9 ` �\- � - _ - / v � , � �- -���� \�� � � ;n � � _ �11� . ,� � 1` ��� -� � �- _� �,` � / � �- - _� - � - - - - - - - - - - - - - - - - ° _ =�- �� ._ sheet tit�e: SITE LIGHTING PLAN s'v j�-�- � - �� � � 4. 1�� �-r__,� �_ � c�ate:OCT. �7, 2011 I T E L I H T I N P LA N Sheet�,uml�er: S G G 1 . ,._ . E L 2 . 0 SCALE. 1 - 10 0 5' 10' 20' co P�right: SHEET NOTES All design ideas, arrangements, 1. COORDINATE SHADE MOTOR LOCATION and plans indicated by these drawings and specifications WITH SHADE MANUFACTURER AND are the property and copyright i � � � � � � � L�. � ( �j � I �j J � � � ( � � � y J I ��U I I '� �� I I 1� I I � � 1 I 'I 4 I i � !'1 I i of Alpenglow Lighting Design, Inc., � � ` I NSTALLER. and shall neither be used on � \ � \ \ � 2 � 1 � A52 1 � � \� \ 2 � A5.8 i 1 � � f 2. ALIGN STEPLIGHTS BELOW SCONCES, 16" an�other pork nor used by 4 A5.2 A5.2 i A5.3 5.3 5.4 2 � 1 an other erson for an use r \ � � � � A5.1 � � � / I 5�� � � / � / � A5.4 �/ � A5.5 A.F.F, �'YP. whatsoeverwithoutwritten , �HJ.Jr � � � permission of Alpenglow Lighting \ I / A Design, Inc. � � O RECESSED LIGHTS IN THIS AREA � � � �� / REQUIRE FIRE RATED BOXES. , � � � revis�o��s: � � � \ , A4 : , � � � ADDENDUM 2 12-07-1 ELECTRICALLEGEND ADDENDUM 4 1/25/12 �. r / �v VOLUMECONTROGW/CATVTOSTEREO GENERAL NOTES � DUPLEX OUTLET �� � SWITCHEDOUTLET(ONESIDEONLY) 4 1. LOCATION OF OUTLETS AND OTHER ELECTRICAL . ... � I I I � � � F� GROUNDFAULTINTERRUPTOUTLET ¢ SURFACEMTD.FIXTURE DEVICES IS DIAGRAMMATIC -- ACTUAL PLACEMENT � '` ^ � WAILMOUNTEDFIXTURE OF ELEMENTS, WORK, MATERIALS AND EQU�PMENT \ „G � � WATERPROOF GFI OUTLET � A;� I A8{ /� wP SHALL CONFORM TO THE LATEST EDIT�ONS OF � � � 900 � � � 2zoour�er I� wa��nnourvrE�uPioNU�HTFixruRE LOCAL, STATE OF COLORADO, AND NATIONAL CODES / , \ �✓ . � !yA � � QUADPLEX OUTLET �L WALL MTD.RECESSED STEP PIXTURE %�-,-�� � � AND ORDINANCES. . � ��, �/ � CEILING MOUNTED DUPLEX 0 SURFACE MTD.FLUORESCENT � i. A �� � =����, -��5 , � FLOORMOUNTEDDUPLEX STRIPLIGHTING 2. OUTLETS TO BE LOCATED HORIZONTAL AND ' � �-' CENTERED IN THE BASE BOARD, AND SWITCHES 42" -� � �,� j � �V ���'�i'. � � FLOOR MOUNTED QUADPLEX - UNDER CABINET LIGHTING - � ` / / '� a� �� �1t5/���/ � � �1 exHnusrFnN ABOVE FINISHED FLOOR, UNLESS OTHERWISE � � � " �' - Tv TELEVISION/PROVIDE 2 RG-6 AND 2 CAT-V � T 2 CAT V TELEPHONE � ALARM KEY PAD �Q � �`. � ;'�/� � � �7/�� � � 4 SPECIFIED. AT LOCATIONS WHERE THIS IS NOT � � .. � A�� � A, A�'�, ��,`v��, � �fj , � 4 POSSIBLE, CONSULT THE ARCHITECT. 9OO � L � � TELEPHONE FLOOR OUTLET so. � SMOKE DETECTORS j' J l o JUNCTIONBOX 3. PROVIDE SMOKE DETECTORS AS REQUIRED. � � ��'-�� O RECESSED DOWNLIGHT �. ,� \�� � � �O JUNCTIONBOX@DOWNSPOUT '� F2 � � i SMOKE DETECTORS WILL BE CONNECTED TO THE I � FIRE RATED ENCLOSURE AROUND . �� RECESSEO FixruRE °s ALARM SYSTEM � � .. ��� . . �- � . ' . ���� G WALL WASHER I DIRECTIONAL DOWNLIGHT : � 1241 - 4. ALL DIMENSIONS TO CENTER LINE OF FIXTURE. AD - ��j���, � � ��� � � � '� COORDINATE FIXTURE LOCATION WITH STRUCTURE �.��, ,^ 90Q�'��� � �� � � ��'�A-, � , � � � �� AND TO ALIGN AND CENTER FIXTURES AS CLOSE �� F2 �� � /,� •. �� � � q � n��� AS POSSIBLE � ��: ���� '�, � ./ � ,./ ,- �, - � � � � � � �'�� j �� , ., `� �i" . ''� �_' ,� ' _ - . �� � -- ��� i � , � . � � � 5. 5. PROVIDE GFI OUTLET UNDER EVERY VANITY � � � , _ ONE SINK IN CABINET, EXCEPT FOR POWDER � �.� �,�uL� _ � , ROOMS. � / � ' ' , � , , � � j ' j � y � r.�- ' !' ,. � • �- • � , : , , \\ / 6. COORDINATE SWITCHED OUTLETS LOCATIONS AT ����� `��� � _,��N�D uv,�,� ���� � � � ` � � � - � '-� �" � . - ' _ � � � � � WALLS A D FLOORS WITH FURNITURE PLANS AND . . . . -;- , ° �/ / � � �� / S .- '�-� •'-.. �•, ' '�- � I ' � / " INTERIORNDOCUMENTS , , , " \ � � � � � � / . , , - • / � � �<� '.1�� . �'% �� � % -� � �' 1241 � ' . � . ` � �" �� �� � � 9007 .�, .� � THRO�GHOUT THE�HOU�E�PER�R315� CARBON . � y ' ' • „ L6v � / \ - � . • , . � ' �. ' \ MONOXIDE DETECTORS WILL BE CONNECTED TO THE �, 9017 A5 / / \ � MAI�V.��V�� ; - ALARM SYSTEM. �/y� 9010 / � , ��� • ,, - � _ - , � ' � �, . �-�GA A• \ � '� �-T , • "� ' - ..- " • / �^ . I•-' � • � \ � 8. OUTLETS ABOVE VANITIES TO BE VERTICAL WITH / `� - � °�, ��;,�'��� �� - ' 102B ; - " � � � �(� � � - _.' � " � �� � � �� � � ���_� ��� � � ;� � ' CENTERLINE AT 46" AFF EXCEPT AS NOTED. VERIFY \ \ ti. � ��'� LOCATION & HEIGHT WITH INTERIOR DESIGNER � � � - � ' - r,;�. �< � Fz / � - - � �� � � � � � �� � � ,,� � � : . �.. ,- , �� - . ', .. , i "� � � � `' � _ . � �- ' � � l 9��� A5 \ \' , ✓ " \ . . ' � , ' � ` , , \ 40 � 9. VERIFY ALL APPLIANCE ELECTRICAL LOADS WITH i � � � �� �� -� � � � , , - _ _ / , INTER�OR DES�GNER SPECS. ?< �. 9010 ��� �� � � � � FZ • • � � � � ° � � ' � � ' ` � - ' 39 INGS FOR A�L EXHAUST ���` 10. SEE MECHAN�CA� ORAW ; ; . .. _ ',� f,j_ � �� - • , - , , ,., . � � i��� A4 FAN LOCATIONS � �� \ � ' .�' , , - F2 , , - - • ,-- ' - '� ',� � �� L6 � _ � �- / ,- ' \ � ',\ 11. PROVIDE POWER AS REQUIRED PER MECHANICAL . , . ,i�� 9017 P`5 � '^� � — ' . � '�� � � ��� �� �_ . � � • �� • � ��� � 1231 DRAWINGS AND SPEC. -� Y' 9010 • „` � � _� � � /� '�,i PROVIDE 5/8"TYPE X GWB @ B O. �� �� \ � � � �STRUCTURALJOISTSABOV- �"'� FZ � � � ����°�. �� � � � ����, _ , _ - � 1241 � `V � 12. PROVIDE POWER TO HOT TUB VAULT PER ��` \� �� ��.�� . A � � � � , � ,� , , . �, ��� , �, - � .-• XISTING SPA TO BE RE-USED i;.. .. ': • ,,, � �,� � / J .' ' . - .%hi� : . . . . . �\ , ,� ; ; . ; . E ,,� \ -�'� ��:, \, �� / � � _ ..•�' ��� '� 13. THEATER AV WIRING IS SHOWN . r � I\ � . . _ - � � �� . -. - -: - �� . � � A5 e , � �' / � 0 \ � ����ER I „.�� DIAGRAMMATICALLY. VERIFY SPEAKER, AV / '� � `�, �� 9010Q� �_ , = � ,�� , � 'NOTE-CEILWG - ��3 SJAMB - � �uNG ���� EQUIPMENT AND CABLE BOX LOCATIONS WITH AV \ \ 9017 � � / , , •/ ' � i AND MECHANIG �1232 F1 � 1231 Z 'nING @ CE _ / -nooR ��` CONSULTANT. :�: p� � � � "• *NOTE-1-HR Fli F , �X/ F2 ((� c� � � " ' ` �' � ., � �� -�/ �.�° ��'���� � ���� � , /� � „�. s a,_ 01231 � I-QA� � .. ��� � � � ,� � � � � �g� � CONTINUOU �� Tr � ii 9006 � �� i �\V`, A\�`�� 14. COORDINATE OUTLET W� FURNITURE PLANS PER � , ��i \\ �'�� � � / // � , � „ s� � FOR FUTURE HEAT NTERIOR DESIGN DOCUMENTS , : % ! �� 9 F2 ,� \ '" / � I ` ' � � � � � L6 � TAPE �' �_- �� � � � ----� t � � , � � � �r'���, — , '�� `'�102 i �� d �, � � ��,,� ��i��������/ � � F3A � � � , — � i � � � i I � / L6 9017 � 15. COORDINATE ALL KITCHEN OUTLET LOCATIONS � � �� � , ' i 752� i�� , , �,:��!���'�/ � S � � F�1 � � � FN 1 _ � —� 9017 � � �s W� INTERIOR DESIGN DOCUMENTS � i '� � � i �1 j �. �1 �2 � L1 � 1041 F� � - - - ��� 1231 � ���� � � � � '���� L6 � �� � � � 16. PROVIDE J-BOX FOR HEAT TAPE LOW ON WALL � % � i 60 i ;,��,'025 1026 �� 1044 >� as � FN1 ,- F3A ss �, i a 9017 = ------------------------�- ' � DOWNSPOUT LOCATIONS ���� � �^� i � i�p � T ���/// s � T T �D34 � � 1233 � -� i � �� i� i�i� . i��� � � ��I-`� � � � �,'� �� /� /� /� ....� � ���:�. �. � / A. ... � . I � �' G'� '�' i ' i1021 � i � `� L5.0 � 60W 1042 Q A1 0 A1 � A1 , rr���, � c� � �O A� L1 D2F� � A7 0 A7 ._,. ,� 1 �'-'-- , � � + ` � i � i � • • � � F1 Z F1 1074 1222 ;' � y,- i T T I ' � ♦ ,o � �♦ 6> � A1 �F� �, � 9005 9005 i � � . �� y 60V1/` . o (� � j►FAx� 1071 1071 1071 ''r � %%' i � ��ns.sJ; i ♦�� C�2�! � ;% 1043 D3 �) z �� Z V rl 1231 1011 1224 A1 � � � i � ,.< � '� I 2X �� i �� A1 _ . i i�� � � � ' / / ��O> � �♦ %d� ' ; � A1 � A1 � _ _ 1232 T SJAMB -� T T 122� I I I I I I I I I I I I � I I I � � I Ds ���/ '/ _ `I\- A6.9 <. t _ ��� g s 6�W, �� 'A � 1042 � � � __ 3 � � s5 60W D2� �-r-' �� �i ���_ ���� � �� �u � ��� ��� � ��'�� �n;� � �.//� i � i � � T . � ~ - - --- i � ��iA1 ���/, . � A1 �p i . , 1024 024 ; � �z � 1222 �A5 I II I ,� �' v �u� �\\ ���� u � i u i i d i ��/�' ��, � � ; __ -- � L 1 A � I i � i1021 j j � � 1024 �'�, �; , , �� � ,G� � � ��- i II i � 1131 ��aA I � � � '. ��,,,�.�,, - - 9006 � ,_ »- . , �r'� -' i � i ���� ;� A1����/� � ��y���� ������ � � � � � � � � A1 � A1 II �i�_ 4� ��.� � �� � ��I� � i _, I � I / /, 1024 �// , / / I � � - � I II I I� � \�� 'r , -� / ; � �/ / 3/8" _ `, - A7 9005 9005 I! I ^ o\ I'� � � � � i � i � �� �����i� � � 4 4 4 � � � 1121 � � � � � A7 A\\I � ��� „ i �__-_-------- � SJAMB i i �OiA� � � � , � � � � �' Q A7 ���LL�� � A7 � A� I V�� � wy� W - - �/i i: ', , , . ' ' � � ��, �_�____. 1132 i �� A I 1021� �, � - _ � - - - - - - - � RE HEAT I � I //� � i,� � T ��/� �JO� � 1074 `� I �- � l�l � � ��I I � � � � i � � � ' A6 ' i 1074 1074 A6 � , p� , �------- I� .�,I � ��/// 1023� j// 1073❑ I � i T/-�PE � � I � 11 I �. �! �;- 30�W LZ �/ � / , � 3��W 4 i 1 34 i i —��' � -------------------------------------------�� ��- � ---- s �1� � � s � 1026 � ��� �� �. � z gp -- ss � '� � � � DS nl 6.9 ■���■ > � n6.9 •���� - �L2 ■�����������������������������������������• I — — I � � �� � �� � � T� �s - - ■� , , , � 1075 ............. . _ . ,- ,� ' n � n ' (� �a / � ' � � ----------- -��- ....� i � A 11 z z � / MOUNT TV ANY1 POWER �O �� A1O� L1A ' •� � ' a � ' � � I �O A�� -I �� ' �� �g.� / � � STEEL BEAM;- � � 110$ T T ��0 � �� � � �i A ■ 1012 � ��� �� A10 CLG FOR PROJ��LJ� / ���� 1051 � 1052 �1063 RE STRUCT�� L1 ■.....�...�.�.ar,..�....r�.r.�.��.....r�.� � � I ,A � � , ^ �� �� �/ � � �'� � �� � � � T T � � �� 1102 � � �i� � � � � i, � 1033 1033 � � � A7 I ` � �� �� , . � � � �//���;, , �� � � � �-_� �� �' � �'//�, , , , � �60� � � I �� CNTR�� � — , O A1 � A1 0 }�1 i �� , , COORDINATE OUTLETS � , , . , , � A1 A1 � 60W 1103 1103 1103 A� i � A � 1132 D18 D18 ��� �, � � � j� �0 A1 � � / �� ' 0� � �0 A1 �� A1 � 1103 � 11�2 ❑ 34 1134 ' �" � � � W/BUILT-IN AND � �s �� A1 �� 391 1052 � �� � �� 1012 j� 1061 1061 � i 300W � Q � Q C � � - � /j FURNITURE PER �-%,/ 1 Q33 �//// � �� � � � - - - 32 � i - � N � / / INTERIOR DOCUMEN� � , , , �,�'1�� �OA� % , ' ' � ' � � �_ ,�,.. QT L2 43 - - - - - �- - =� - � _ � ����� � � � ' ' 10�2 � � � � � � CNT �--, 60W 1146 � �r I � � �� �� � 1032 38 ,� � � � � l 1 ns.s MicROwavE� ... �..���.�........� � � ,"��',. i � �i 9 121 I�� � � ��r �I� ;�;� ///��� ���� � ;� � � ��1 Q� i�J... ................� �i c) � x c) � � � �� O � �� � � I I WARMING DRAWE � A� � � � �� — — � ' o �CNT � �' � 031 � / 1052 �POWER AND TV � i l 1 ^ ^A1 � i i 3 � � � � 1142 � � " U O � L2 ■ , �� �� � � / �OUTLET IN �� A1 ��104A5 �1104 � � � A6�� � ��_�.s�� �64� � 1142� �A� Q� � 1133 � 0 �� ��; �� � � ■ A1 �0 / � � �0 A1 1013 �� ��� � �RECESS FOR TV D 1101 ��� � ❑ 101 A'�, � � G�i � � 1012 � A���) �� �BRACKET ��62 y.� � 300W � iL1 � i 1143 F1 F1 i� � 103�2 � • D110 � �-�D110� 220 � �. 21-6" i1117' i ❑ � I � �/ T T � �%% �/, � � / 10�2 � �.� , A1Q� � DISP �1109 � NTR � 1105� ovEN� i � T 300W a4 1191 1191 , �, ' r� ,�,�r� . � 60W� i� � � � ��� �� �� � ' �/ �).,!J � � � �/i��� 1052 � � C � . �\ � T � t / � /,, , //�, , � � � �� , , , ,,�� . �� . • I ❑ , �� 1 i Q _ � �� ��� ��� , �� i �� j �, '//� � / �,!i�� %i ii, � �� A1 �� A1 �� a� � n � ♦ 31 �0� � � �` � — -- -----�- � � � '�� �. �'� � � -- � ` //// , ' ,, �� �� _ =. :,,, � � � � _ __ � �� ��/��f, ;� ��� � % „ � � �� CNTR �� '1061 9061 110� i � D1 � D110 �� � A1 �� �\ � � � � � . ,�• - ,- - � � � � � � _ -- ---- � � ' j / � �� �� / , , � i , i TR ��� ��05 ♦ 1106 �� - - _ � , � fi z � A1 1105 ��� A1 \�i � i � � A1 � F1 F1�� � � ---------_---- � CNTa������� � � �� A� A1�� A1Q� A1Q� A1�� � � � s.s � D110 � � '1104 � ♦� 111A� �-� � i 1133 � 1191 1191 � � � � �� � � _ �0 ��� , %%/ , ���� �� � 1Q33 � � � � � � �� � 60WL3 �� �, % - � � 1033 1052 . � 1052 �1052 i � i � pW �■. �A1 �� i � � � , 1109 �............. � � A1 � A1 —1L� Z I � 1012 � � CNTR FAX z � i � z � F-Q �1114 � � � _ 1201 6•s � � %�; � �s �6001,6002 T� � �'�� � i � i � �� A1 D111.2 � "� � � - �� � -+ �_ '� � � �� � i � i s � 6�W i� � i 1144 1144 I � � II � A10 � -f �� � � ��;�-. � Q ��� 1 � � i . i � � �I 1101 L1 1119 � ��, � , L ;�: � , O -;�: �:__ . --T �`�� �-ir�- � 60�2 �l 5 � 1107 0 1106 0 1106 � � .`9 ' 1211 ^ � T T A1 A1 � � � os - _ _ _ �T.....� T L s.9 \ A1 O ss � � � ' � Q 58 57 O 1�202 A O I� r� - -j � J � � f� � I� � ❑� 109b�� i� � A1 1118 �L5 O�A1 � A1 F1 F1 F1 � �---1�-- , I� � O POWER AND TV 1133 1191 1191 1191 ❑T � L3 � � � 9001 - A1 OUTLET W a9 - 60Wi 1203 COORDINATE POWER � A5 i � A J � L6 � � L6 _ L2� � 1091 � � l`� � \ � � O \ �1114 1112 1143 I i 9001 , � J � 9017 = J_. , 1094 � � ; � � �� 9017 �� -�- � D111.2 0 A1 D111.2 D1112 D111.2 `�1114 \\� '�L5 � RECESS FOR TV � __ - ��� �� AND LOCATION FOR � � � � � � ��, � 1119 �092 1119 � 1119 ����1119 � \ � 1112 BRACKET-DTV Tv 46 � � � D103 UNDER SINK � L3 D120.3 � � A2 JACUZZI TYPE TUB � % / / �I ��,., � , _ �,_, %; e�� 6003,6004 A1v BOX IN WINDOW 45 1032 = �]T 1183 1207 � i 1204 � � � \ 1118 ❑� L5 SEAT DRAWER � 60W , • `~" " � � ■ 111 D 118 �� � s., � .. � - � �� � � `� /�, � � � �� � � A1 � A1 1114 � D�11�4 Fi � A1� 1182 � � � � � � � A�GAS i _ " I." 1092 A� \ �1113 19'-6" � 1112114 _ _ 1145 �� � sa 1181 � � 'q�84 �J s.s A1 i V ' 6047,6048 � 9002 ■ , � z �� � 1205 CENTER OUTLET � � �� , � , I � � , � � �� � �� � • � A1 `�1114 ��� �`� g'_6" L5 � -�-,� -- � PROVIDE � � � D120.1 D120.1i UNDER SCONCE �s os � WP � _ 1112 �� D115 � � � �I / r A1 M ' ' / � �� i 1092 D109 1092 \ \\� DA1 � \` II � O 1151 1152 M�DICNIE � b606 �' 1206 i O A2 � I i \ � � � ^ � �� � \ / � A� ■ 1093 ^ � A � � 115 ♦ , � CABINET � � � - - -- � � � � � A1 �p � - ____II � � A2 � � 1204 � � 9002 � � A1 � o��, � �1113 �� '�� „Q♦ � _�� � � � � �""ti 1092 �� �., � A1 �� 6019,6020 � � �� � �p;,� ����-- � ���i, 1184 ; D1 �0.2 6045,6046 � � ♦ Q - 6021,60221� - � � 120 , � � 6005,6006 � 1113 � � �� � � I \ I �� ' ,o \ 01114 • 1D111 1 6017,6018 '"�� � DS � A1 55 I � `' � A1 UNDER SINK � \ � �"�'' 6009,6010 �� ,� �� � � 1151 u I s2 0-I�COUNTER @ 51" � 29 �� � � � �� \ �A1 � WP � D120.2 , � ��. ............. t..�........... �► 30 6011,6012 �� �1115 � � � � II 12 8 \- r �� � � �A1 � ♦ �%� _ J� � a� � 51 � ° r ( J � � �� ,� A1 � `�1113 �\ �� �`�'�l i II A5 � � � , �; �' ��� ����'� 9004 • �A1 F1 F1 F1 �ps An An J ���' � 1114 �� 6023 6024 1151 1171 1171 1171 � ?`'! ` � � ♦ \7� ;• ��� , I--O O--I 6043,6044 � . � � 9003 9003 �. ♦ � � � � � � �g D115 n � ��' �� �.P. � 9017 1152 z D116. FOR FUTURE HEAT - � �� 4 � �� � � 1163 TAPE � � ALIGN FLOOR OUTLET � Q 1 7002 � :� �� � ;_ �n GENERAL NOTES: <O . .. ; ,_ � 2 W/MECHANICAL GRILL A� ♦ QA1 g� 111 ` � GAS L6 ODS as ---------- s.s � ° � � � 1 EXTERIOR LIGHTING: @ F�ooR 9003 ❑T � � `����4 j, � : I � t I __ f � � �;� DS � � � � �� 9017 � 4g � D116.2 D116.2 so � � i,� " -°o u a., r�v�: � �� �4 � I \ "v �� ��� ��`�•� % ��;; � �� �� RECEPT.�1167 _��16$ RE�CEPT. � 6041,6042 � ��� �: ,�+,� � .. a �3 � �� g� � �� � 1161 � A7 � A7 �{ ;�-,.�' � � 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 29 `. ,'���j A7 1165 1165 x: -_ �; � LIGHTS ARE ALLOWED. 29 EXTERIOR LIGHTS 18" ABOVE A� ���6 13,6 4 �A1 � ��✓ 6025,6026� � 1166 I OA�66 � '- -�� GRADE ARE PROPOSED. SEE ELECTRICAL PLANS FOR 9003 � ��� v���4 ♦ L6 J 6039,6040 '` �,.,�� (� - � � � ♦ 15,6016 � T �, �--�� � �T �-T � � �r a -- � a TYPE LOCATION AND NUMBER OF FIXTURES. ` �' .,' 9�17 /' 1' I' 11' �%;�- 'i''��,%i fr,%r�%���!%"y,�-!%i'��'�,1,'j;l"y,;�'j,%'1,'�,%' � A6.9 �° - � � � 9017 � � � CENTER FLOOR f i l� i Y i � ��_ � . � /2 TYPE A1 LIGHTS PROVIDED TH IS LEVEL L . 'M� • <� OUTLET ON BASE OF \ O A� 6037,6038 (, � �� l � � A� � � 9003 WINDOW � �, �t,,� � � (9) TYPE A5 LIGHTS PROVIDED @ THIS LEVEL 9003 � ��` � 9017 J � � � A7 �� � A7 �I�{ 1166 i;/, 1� ' � o � (2) TYPE A7 LIGHTS PROVIDED @ THIS LEVEL I I � � � Oos ALIGN FLOOROUTLET 6027,so2s � 1166 1165 I�� � � 6035,6036 � � � �� (14) TYPE A8 LIGHTS PROVIDED @ THIS LEVEL 9017 ' ` W�F�ooR NicA��Ri�� ' �° � @ � o � � u v �/�"�j%��J���// � . � '.��T�j���/�i�i',l �� ���T/�/�,.,iT� :/� ,. �ii,l i�,I i�� � ,_ / / � A, .����L!�����I��JI��J� � � i i' ii� �i� �i ������� � � /� F. �- � � A7 ! � d ���� � '� 27 TOTAL EXTERIOR LIGHTS MOUNTED MORE THAN 18" � I ` � A4.� ' so2s,6030� � A� � � � � � J �� O A7 O A� 1164 ; � � 1166 1166 1164� GAS ABOVE GRADE AT THIS LEVEL � ,���;� T� F.P. �� � 7001 I 60 /�;/,-��,,/�,/,;: Q � - ;//;l/ilJ - - � � ; , _. sheet tit�e: ` � 6031,6032 6033,6034 J ; � MAIN LEVEL \ � _ ,,__� _ _ LIGHTING PLAN \ . , � MAIN LEVEL LIGHTING PLAN � � 1 ,._ , .. \ SCALE: 1/4 -1 -0 5 � 2� 4> 8� �� y� I I c�ate:OCT. 24, 2011 � �� �-� /=�. �!'1 2!'1 � JN � � 5/'1 � � I L \ C�H /H �� /_ sheet number: EL3 . 1 co P�right: All design ideas, arrangements, and plans indicated by these drawings and specifications are the property and copyright l/-i of Alpenglow Lighting Design, Inc., � � � ' „ ti.ry .�ri `� �; ���-J �y � � � ;, � � � ;, ; LL , a �� , �� ' '. . , " tt ' ., and shall neither be used on �� l � \ ( � � � ( � l � AA 6 ( � �\ � \ ( � I� � � � I I � I � I � I I � I � � I � I � any other work nor used by � � � � � � � � � � � � � � � any other person for any use / i whatsoever without written permission of Alpenglow Lighting � / Design, Inc. � / � / � . . \ revis�o��s: \ � ADDENDUM 4 1/25/12 ELECTRICAL LEGEND � � � DUPLEXOUTLET � RECESSEDCEILINGSPEAKER GENERAL NOTES v VOIUME CONTROL WI CAT V TO STEREO � �� � SWITCHEDOUTLET(ONESIDEONLY) 4 1. LOCATION OF OUTLETS AND OTHER ELECTRICAL /� � � ��� GROUNDFAULTINTERRUPTOUTLET '¢" SURFACEMTD.FIXTURE DEVICES IS DIAGRAMMATIC -- ACTUAL PLACEMENT '%� /;> � WALLMOUNTEDFIXTURE OF ELEMENTS, WORK, MATERIALS AND EQU�PMENT ,, \ wp� WATERPROOFGFIOUTLET SHALL CONFORM TO THE LATEST ED�TIONS OF I` � � � WALI MOUNTED UPIDN L16HT FIXTURE LOCAL, STATE OF COLORADO, AND NATIONAL CODES / \ � � QUADPLEXOUTLET � WALLMTD.RECESSEDSTEPFIXTURE AND ORDINANCES. � � / ��� :•' � / - \� `... � CEILWG MOUNTED DUPLEX O SURFACE MTD.FLUORESCENT _ i� �'` �� r /, / � FLOORMOUNTEDDUPLEX STRIPLIGHTING 2. OUTLETS TO BE LOCATED HORIZONTAL AND � � � \ �� � I � PLOORMOUNTEDQUADPLEX --UNDERCABINETLIGHTING CENTERED IN THE BASE BOARD, AND SWITCHES 42�� % %, ' � C�7 EXHAUSTFAN ABOVE FINISHED FLOOR, UNLESS OTHERWISE I / � �4 \ \ Tv TELEVISION I PROVIDE 2 RG-6 AND 2 CAT-V �� /� ,� � ��'' : 2CATVTELEPHONE 4 ALARMKEYPAD SPECIFIED. AT LOCATIONS WHERE THIS IS NOT 1 �i' POSSIBLE, CONSULT THE ARCHITECT. � �- � ( � � � � ��I � � � TELEPHONE FLOOR OUTLET �sp SMOKE DETECTORS \ \ `; �� ' ' � o RECESSEDDOWNLIGHT �O JUNCTIONBOX 3. PROVIDE SMOKE DETECTORS AS REQUIRED. �/ � � � SMOKE DETECTORS WILL BE CONNECTED TO THE I O A3 - j -l; \`�.. � FIRE RATED ENCLOSURE AROUND OO os JUNCTION BOX @ DOWN SPOUT �� ��� L � � , � RECesseo Fixrurze ALARM SYSTEM � �/ � �� �/ ��� ' �/'J� :� ..�� � �� G WALL WASHER/DIRECTIONAL DOWNLIGHT ' �� 4. ALL DIMENSIONS TO CENTER LINE OF FIXTURE. � � �t-�� � ��� � COORDINATE FIXTURE LOCATION WITH STRUCTURE � ,� ;:�% �� �'� �� � , � �j� D214B L .. �''� ' � � AND TO AUGN AND CENTER FIXTURES AS CLOSE � � , � AS POSSIBLE � � L A3 r����__ � �� � � � ' � � 5. 5. PROVIDE GFI OUTLET UNDER EVERY VANITY � �� � � ��� ONE SINK IN CABINET, EXCEPT FOR POWDER ,\ � , , \ ROOMS. � � s � �� � � ��' �A ,�� �� � ���� � %���' � ���\ � � I I WAL��AN�D�FLOORS WITH� �RN T RE�P A�N��AND� �� � �`� �, '� '� � ��, � � �NTERIOR DOCUMENTS \ ., � �, � � \ �'G� `�/�'� i� � 7. PROVIDE CARBON MONOXIDE DETECTORS f - � A3 � ;�/�,��j�3 \ �;� � f \ � THROUGHOUT THE HOUSE PER R315. CARBON ' A �r '� ;� � � \ � MONOXIDE DETECTORS WILL BE CONNECTED TO THE Q; / "\� "\\ <\\\ � U F1 � � / \ \ I I ALARM SYSTEM. \ !� � ,� \ � \„ F1 '`� \\ '' l� �* �� �� 8. OUTLETS ABOVE VANITIES TO BE VERTICAL WITH - \, � _-�`�Q „ - �, CENTERLINE AT 46" AFF EXCEPT AS NOTED. VERIFY '� � � F 1 ��'` i �� � \�, �� � LOCATION & HEIGHT WITH INTERIOR DESIGNER � ,m . � % � , \ \ 9. VERIFY ALL APPLIANCE ELECTRICAL LOADS WITH � Q `�� �,� �% � INTERIOR DESIGNER SPECS. �, �� � ��� �� � � � � � � � � ,�� ,; ` � ���� A3 � �� � �� ��;, ; �� _ _ � �� V 10. SEE MECHANICAL DRAWINGS FOR ALL EXHAUST , \Z� ', ��,� FAN LOCATIONS ��, �� �' �������� L� :-� ��� FN1 �� `• � i��� _ � �� - 11. PROVIDE POWER AS REQUIRED PER MECHANICAL � , � � � �� : _ � o � ,� � � DRAWINGS AND SPEC. , �� � F1 �`�� °�\� �� ��� � ,� SS os ' �,.,,,,5� �, SJAMB ��,� _ A3 � � F3 � �'�� 12. PROVIDE POWER TO HOT TUB VAULT PER � �� � _: , � � � � � �,�, ,�� A3 �� �J =�`� � XISTING SPA TO BE RE-USED ' 2128 I ' \ � ' 4'o' E � � �� �� ��,� /�' � � �< � � �- 13. THEATER AV WIRING IS SHOWN r �, �'� �� �, , ��;� � ���i'�_�� �%� ' � ��� � �� � � ��i, DIAGRAMMATICALLY. VERIFY SPEAKER, AV � ,, � � � � �3 D21,�2���� FN1� � �' EQUIPMENT AND CABLE BOX LOCATIONS WITH AV ,� � , � � � �� �; � � � � � � � A3 ���` � / � �'� Z 210B3 � � � � � ��` CONSULTANT. ��, �i� \\� � , �.� � , ,�� ��o� � �� � � i _ a � � �� �, ,;� -'��' r �I � � � ; � 14. COORDINATE OUTLET W� FURNITURE PLANS PER �� i� � , � �� ��� �,.� �,,G� �. � �� '� ����—__ I �`, . INTERIOR DESIGN DOCUMENTS �� � � 53'-F"",r- = i :.�; /� �� Q oisPOSn� T ���\�/ F1 F1 � S �� \ ' _ � � •, \ \ ��. \\ \ ,, / �� � ; / il � , . , i i � ., , , -I� >; 15. COORDINATE ALL KITCHEN OUTLET LOCATIONS \ , A , __ W/ INTERIOR DESIGN DOCUMENTS , � � �y ,- �'� .'' I A3 `� � _ � L _ -- -- _--, __ �� � � � ' � ; ���� ` _ �� �� � �,,•�''2L�p�� � ' � � � � � � � � 16. PROVIDE J-BOX LOW ON WALL � DOWNSPOUT I�' � \ /„ rC� � I O I `, � � i A1 - - 1 A1 � LOCATIONS '� , , , , , � /� L9 i�� � Z� � � i � � F2 - ., y , , ' 201 ;�S .� . , , : . . , , „ -, ,. -. , I ' F1 - F� � _ , , , 1��, 10 , , , � .. . , � A3 � � _ , � _ . _ �' , -- ,, . y . , � �-�� , � . '� 1 �� 11 � � �� A3 ��'� � 60W I � � � � � �� ,�.,r'�. � D201B �---�' ��� A3 �,� ' , ' : ' �;. •._ . , , � � --� �� I� � GAS � _ � . " • _ _ _ � � �- . _, � i �% � � � \ � • ,, . , „ � „ � � � A3 , FN 1�- --- �"�� __ � � _-- _ , _ - _�_- - - - - - - -_- _ • - ___ � /� �����{ �� �� �� �� '� � �-� � _ _ - _ - - D20 , „ _ _ _ � - - ; - - I r, � � D204� � F� I�_,' �Fi� �\\ A3 � � __ 'i. � 9 / _ . , , � '� ' �� _,, � , � �� D3D3� D ' II- . : �' q4�Q ��� �21� FN1� � �� � � � A1 A1 �-��� �B.o.�w6 A� _U � � A1 , • ��- = A1 A�1 ,? A1� =-� �� � A1� � ��� �� ! , � � , -�� � , � __. �-- A3 , A3 � � d' � 2137 FN1� $ 2135 �-������ _ � � 2016 � 2016 '`� �— � 0 2016 �s � � 2016 � ' � 2013 � 2013 ��� 2012 � 201 ' ,�20"��2 �� � � - � � A3�� � � ��� �� i � i� 2138 � � � v � � � � � � � v��� � ��-' � ,,a i �Q �. . UV1�� D206� ' � � � I , , �' � �A3O_'� CENTER � �32 � � �� , � '.��� ;:�) � � .� A3 COUNTER � -� ���- � � ° � -' ,� � �� ;_���•, I � � ��� � � - 4'-9 3l� �� � PROVIDE ONE GFI OUTLET � � OUTLETS � GFI �� � •� - UNDER VANITY @ ONE SINK � �, ,_• � � � i � � � � - ,, ,- � ��� � l �u�`L� - f�'1�'� �`. � UNDER � A�� �i � IN CABINET - + � � , � �' �� � � : - � D ��- � - \ \� SCONCES �� ;' �OP`3 � _ - - _ � � � FN11�1 % ,�-,, / �� A3 COUN ER A3 � - � p� � �n � �s - . , � � � � , � � � . - � � � �D�O�--I 79 GFI 2131 OUTLETS 2131 ; 211 A� A3 , � =� . _ ,_" • ;- A1 -, ��� _� GFI �, 1Q� 21110� ,� 112 aT CEiurv� A1 < A3 � A3 � A3 � � � S�p ,I.1, --_ �13 �) UNDER 0� � �,I �� ' , . :� V ",..,-, � � 2013 � 2012 _ � Q R �� � A3 � (W � 2132 A3 SCONCES �� � , / ►� � _ , , � _ , _ � D201 i � , � � � � � � � . • . � , �s'-p 2014 4,.��. , , �� , . ii;i �I %/� � �� 2133 � � � ; ° ; _.._ _�, � �, A3 � �. •' �, • _ . 6❑T �il._ i i � ' . �I il � $6 80 � ,; -OOR - - / ' , '" ' ` @ _� ;, I . 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Y�, �- , � A3 . ; „ :, _. , , _ i - f Q � � � �� 2053 � F3 s� S ss ` � � � �: (� � - _ D208 „ `"\ _ _ �� 0. , O � I � � I , °S �� �- �- - - I � ,,,�,,, � � � _ � JAMB A3 � - A5 \ �s �1 I i _ �u�--� � - � � � �I rt,—� 20 � � cFi � 2071 � � � 82fl FO 1� 1 3/8��<, , � � O �.- . :,- . • : ----- � . ._ �,� ,, , . �, � D205� �, ss . -- - � sz � v 3 � qg J � os 2051 `LJ ' ` �� - ODS � � I w PROVIDE GFI CENTER A� �r W � � ,, � ' _ - _ - as O> C�> 20�5� � � � _ 20� 6, � � � I^ _���1, � �' ` I . � _ , � , � - , . � � ,' �, `;ONE GFI �O 2053 COUNTER A3 A3 � r � D�208 � i bUTLET OUTLETS 2021 2021 � 64 i CENTER z ^ J L� . UNDER D205 UNDER 6s � 4 � �, � � 63 �� COUNTER GFI � �`, I�� � PROVIDE ONE GFI OUTLET � � ANITY @ SCONCES I UNDER VANITY @ ONE SINK __;, � � u � \ ` 2051 GFl O� . O� OUTLETS �� � I ONE SINK i = �- \ ,. � - _ - .1_ _ � ` IN CABINET Q � I i � � � N 2061 ,/r 2061 UNDER A372 IN CABINET � � � I � — � � � I DS .—._ __ - 5X8 BO�R��r � ` � � �� /�� SCONCES � a D20$ � , � � � � � -:—�� ��� GFI ZQ7� � � ;,� ,, i �, i , � � J �-� , �-� ; �� � � � � _ � ��� � � ��� �I� f=�'-��� /!� /!� /!,�� se g� ���/ �/,���nv.I7(',�,� _ — _ � � D202 �� � ,� ' � I � I � — - I D206 ��`��i,Lr i f ; � � � � � � � � � � � � �,. � 2022 <O a3�> � I I I �� �� 2o6a �� , � � �, ;�,:� � 2'-52" A3 2062 1"/ 1�� �� � �_:� I , °°�,, 2023 , • , I FOR F UR�E`�IE,� I � � � � _. I I TA�� i� � ' A3�� i . � � � � � .. I � 2'-52" 2063 y� , , � i�. �b�� � ;r �,�' **� � - � ���u �.; , ;; � I _ _ —� — — _ _ _ _ —� o �� *�, , '' �I <O , II ;I I IC d1 \ . \ \ . .. , ,-°/ �,�/,^% I�-i.,.�i; �/��,:% s.� . . . /r� � A3 � � � . _. %� � - � 2024 �-�-�-�-� � � ` \ s7� �� � �;' �, � �ny��qr-rr�R� '�' ,� � 88 � �v I � \ A3�� � A3�� �/� ` \ � � /�- 2061 ,' w' ' � � - 2021 � - _ � \ / � �� � � r- Q� Q� Q� Q� � � � � TT TT TT -- TT ; � � � � _ � ' � � � . � \� �. / :�� �i f� , .���., i. i, i, ; ��1� j'l� � %i'' u-v _ / � _ — , , :. 7 '% '„ ' � 'i �7i�J�7-� c _ . _ . . . , _ _ _ ♦ . / . . ... . -- — F�. _ : �.-� i�j� j � - � O � r Ar �� ,' . � � � \ �� . - . , . ' . ._ . _ . _ ..� . ..� \ \ .•' / "� ,'. _, , . . „—,:.._, .: ,:—'. ,�. .: , " . .. � � / � � � � \ /� �� � � ` ,�r ... o .3 \ � � i � _ p 0 / - f � <�"� ..\ � �l � � v - v b� \ \ % � ,r ,_ � � � � GENERAL NOTES: \ \ �` � � y " � .- � � � � �� �,.: o G��' 1) EXTERIOR LIGHTING: � � \ �` ' �"� -' � � / �� � ,� � , ��,� 1 LIGHT PER 1 000 SF OF LOT AREA THEREFORE 29 \ \ '`'� � � LIGHTS ARE ALLOWED. 29 EXTERIOR LIGHTS 18" ABOVE � I � 1� " � o � GRADE ARE PROPOSED. SEE ELECTRICAL PLANS FOR ' 4� .�� TYPE, LOCATION AND NUMBER OF FIXTURES. � �`��` % � o � �! { _ � (1) TYPE A5 LIGHTS PROVIDED @ THIS LEVEL , � � (1) TYPE A8 LIGHTS PROVIDED @ THIS LEVEL U P P E R L EV E L L I G H T I N G P LAN 1 ; SCALE: 1/4"=1'-0° � ; \ ;,,, 0 2 4 8 I, � (2) TOTAL EXTERIOR LIGHTS MOUNTED MORE THAN 18" \ _ . _ I �� � ����- - - - - - - - - - - - - - , ABOVE GRADE AT THIS LEVEL \ - �; - - � ' Sheett�t�e: _ _ _ . `' _ , ; UPPERLEVEL \ � LIGHTING PLAN , , `\ �.\ / / l / / / 1 I l I �\ \ \ \ I \ II I I l c�ate:OCT. 24, 2011 \ \ sheet num�er: � � �n n s�,n �n n E L � . �