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Y __�..N_�.�. _re.wa . r_._...u._�.�,..._�....�� . �m.,�.._.�..�..��.�._._ ,__—_____ _--- � �— _ _._ - - - _�... - - - - -- - -� � . , �� , w�� . , „ � , s � , , , PHASE I�I. ��, � ' PHASE I PHASE II � a � - � � � � � � �, �: � � � ' � � � �°' �� �� � ' PROJECT START FINISH , PROJ`ECT START F NIS � , � �C b8d ic D��.VOW�I a "` $ ri2l 1992 3u�lt4r 1992 � Fall 1990 1991 � , �' Tot�r�hbm�. . S r� 199� , S r n 1993 Basio Road & Driveways Summer 1990 Basic Road & Drivewa� s Spring 1991 Summer � _ , , � P g , Townhomes Summer 1990 Spring 1991 Townhomes Spring 1 91 pring ���' � < < . {LAn s+�a� �& an +�r� . � r nq a�S�`��3` R ; Landscape & Planters Spring 1991 Summer 1991 Landscape ummer d SURVEYOR ' S CERTIFICATE � iac to & n ' S r rt 19 Summsr 1 9 , � ac op pring ummer B ac op R & D pring 1 ummer _ _ � DT'2� 11a 4 (bBIItO� �321 GAR S r r� �99a 8l �1992 , , _ � z, Stan Hogfeldt , a Professional Land Surveyor registered under � , pr T2Q � � _ ' � the laws of the State of Colorado, do hereby certify that this � ° Trash Enc osure . � 1 3 Summ�ar 1 9'� i _ � , - - ' - ,-.• �, _� � , . . _ __ °_____-_ _ --�--�� Y_.._�. , ��� �'��O topographic survey was made by me and under my supervision, and - � � , ` � , - - � that the survey is accurate and correct to the best of m� , A , , � r r � , ' " ` ° , R=376.14� knowledge. 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T , , � 1� \ \` \ \ '�� `• •— �—���_— �C_ _ _--� �'C t � �f�� '����w`�lY 'M� �"'"�++Y.""' y�f�{ � � � \ � � � — � .� ' � ' � � 1 1 \� \ ` `-- 0� _ -_- ,� - _� •� �`-� � � #�;.��'� �4 dl�}'C� * ��` � M V»:,�". �L3 E 0 F P A v E M E N T \ � ,�' '� ` � 8� \� \`��.�___ --- O// __ _ __ \ \ � ��` � -�..� #�£.#�#�i`C ��L� 4 � �, � FJ' � � • ,�. -,. � � � � � � S I 8 O O 3 q��E � —= � � ^' o -, p �� � � S�0 � � � !� G 2 ��...-_ `_ �_ \ �� �- \\ �� �� ,,,. �.�,..�..�.,... .,..+.,.........,..».+_+.,.�:+ "" ."'•,+""""""'"� �� � p 1� � 1 � •�-` — -- -- ��_�--�' ��,��.t t�r�"�t.�'"'".�?�`�� �.,,.�"-�"� 3 , - —- - -— - _ _ _ �— -�---��-�-�. .�.,.�- `� � _ � -� .�..�.- �-,..�,�.�,� �.. ,o� � �. � � 1 \,� \ � _— - _ ' _ -__ _ __ . oa°2 ... rfirtJ. ��3,� �f�. ,.... p \` , � \\ _ �_ _ __ ____� _ - �\ ` _ '� �N� �3�� � \1 � �\�--`- - _ _-: -_ _- - `_------------ _ _` \� = , , t�., __ �` --- - - - -- - � � _ -_-- -- --- --I---` -�- -=� `� RETA�N�NG WALL � \.� = J MENT" O M ri'�J ENCL��SURE �\_,_ 8490 _ _--_-_== f O rl U�I�1.�y' EAS� 1 � - ---- � � � � - - -- - - -- -- - - - 1 � � ' � 2_�,- 2� W \\ ' 2 9 w w CENt�RS�N�5o g3 2 \v ( � -� CJ � 52 � � ` 1 �YISTING BUILDING � ���� � � CJ � - ` ' _�! � � � � SCALE I�� = 20� � � � _ — - � I �` �� '� '� �o _ — �� � ,������ ' ` PHASE I , 770 POTATO PATC -i DRIVE � � ! `J�� � '� ,�I �j � D AT E 0 F S U R V E Y 4 /6 /s o , _ �' � ,�„� � � �,�,;���-�,,�,� � ° ���`�-- , _ � - _ _ _ - -= � .� � � � ELEVA710NS BASED ON SEWER ASBUILTS ' 1 f 1��� +�' �,I� �"'� � "'-"°"" - �JOS�' \ FXISTING �� �r~~ �� BUILDING ��"�� ., ������- � �� le�- , _ � f' OT�TO �'�TCH TOVyNHOMES Vail, Colorado , � POT�TO �'ATCH TITLE : � NO'CICE: � T0INNHOM ES g I,� � � , Ac�orda.ng to Colorado law you must commence any legal action based upon any def ect �__ �� p ..� � _ _____ ______ ________-__ ____:__-= in th�.s survey within three years af ter you fa.rst discovez such def ect. In no event, P� R T N E � S H I �' , � � ' -�--==-_�===--� ----- - --- - ma� any action based upon any defect in this survey be commenced more than ten years �VON CENTEP� BLDG 41'499 Highway 6 &24, Eagle-Vail , from the date of the certification shown hereon. ,�VON CO 8 I G 20 ` ^ Post Office Box 123a Edwards, CO 81632 T-�L 303 99 9-�9�9 drnwn b :Ef�W IN BAC H RACH } J U LY . 9 0 � 30�=949-1406 � - GRE6 SKINNER APRIL �3 19 0 x , ( - , . _ _ _ . _ _ .. � .._� _. _ - �.. � ` - ' ` ` -�--�-�-_.�.__� ` ' . � GENERAL UTILITY NOTES � - _ 1) Al1 contractors are responsible for �verifying existing conditions and ekisting f 3nish grad�s. i � . - 2) All contractors are responsible for determining the location of and avoiding damage to the water ; , � `�,� -' and sewer lines. Water and sewer are shown' on UTILITY PLANS (C-2) . _ � � , 3) All contractors involved in the installation of `�itilities shall be responsible for making their , � own connections to existing services. ' - ~ - , ; 4) All contractors shall be responsible for their own excavation, bedding materials, compaction and , backfill. � ' � ` - 5) All contractors involved in excavation and/or installation of utilities are responsible for , � determining the location of existing utilities a,nd providing them with adequate protection. If �/ r there is any damage to existing utilities, the contracto� causing the damage' shall be liable and � ? pay for a.11 rerair. ' , � 6) Exterior lighting shall be installed _by the electric�.l contractor. The exterior lights flanking ' - � each building shall be wired to the common met�r located alongside the individual unit meters on ; . BUILDING R. The lights flanking each buildi�g shall be controlled by a photo-electric cell sup- t � plied by_ the electrical contractor at �he common meter. For exterior Iight fixture type, RE: P-5, � ELECTRICAL FIXTURE SCHEDULE. Exterior light fixture must have a concrete pole base,, 18" minimum _ h�.gh, above the f inish grade. These bases are the "responsibility of the electrical contractor. � , 7) Electric sexvice line requires steel conduit @36" minimum depth, by Holy Cross Electric, to trans- ? former only. Holy Cross Electric will provide electric service to� transformers. The electrical ` , con�ractor shall be responsible for installatian �of electric service from the transformers to the � e'lectric meters and within the buildings. Service within each building shall be -i�istalled in PVC , conduit in a common trench, 8" minimum depth below bottom of slab. Stub up at bearing par�ition wall at rear of ga.rage, di�rectly belov�i electrical panels in laundry room and_ run serv�.ce through � flex conduit to panels in individual units. . , 8) Cable TV lines requires 2" PVC conduit where it �passes beneath black-topped road and driveway, areas and und�rneath building. Electrical contractor is responsible for furnishing and installing this 2" PVC conduit. Heritage Cable TV will provide service to a TV pedestal. near the endwall of each , building. Electrical contractor provides the cable to run service within the building. Instal- � ,�` lation of the service wi,thin the building is the responsibility of the electrical contrac�Cor. There shall be ane line to each junction in each unit and then a sepaxate line to each outlet in , r - \ � each unit., The electrical contractor shall Y P � provide a conduit to protect , the lines where the ass � � through the foundation wall. Lines to individua� units- shall be instal.led in �he joist space. \ �• 9) Electrical contractor to pull wire through conduits and prewire individual units. Electrical . \ , subcontractor shall furnish and install 2" diameter conduit with sweep 90's and fish tape wire from \ telephone enclosures to �IC-10's at each building and one 3/4" diameter conduit with sweep �0's � pQ and fish tape wire from MC-10's to individual unit primary outlet. Each building shall have an , _ \ '� � �q� b!C-10 at exterior building and wall alongside electrical meters. MC-10's will be_ provided by ; \ � Mountain Bell. 2" conduit shall run 24" minimum below finished grade and shall be terminated and � \ . �'� T taped 36" above grade at MC-10's. 3/4" diameter conduit (one per unit) shall run 6" to 8" m3nimum . \ � C �� _ � � \ , N below interior floor slab and shall be terc�inated and taped 36 above grade at MC 10 s and ter- ���'—+ \ '`�� �R� � minated and taped 50" above slab at individual primary unit outlets. Primary outlet at each ,unit �_ \ \\ � shall be set in duplex outlet box 52x` above floor slab. Locate in garage side wall nearest s�tair, __ „ "�� \ t\� , C 6 '-O" from gar�ge back wall . r , - �\ \ � k�` W y guidance only All utilities are to be installed in accordance with pre- � \ , 10) The Utilit Plan is for . \ � vailing codes, and to the satisfaction of Shapiro Construction Co. , the Town of Vail and the , . � \ \ � . - . � t J \ i vaxious utility companies. � � \ �. � I �� � � � , � � � .� I , �� �� �., �_� � , � I .� \ ' .�.\ � 1 -�-,: _ t � , ` � , , ` \ �" / � �\ x � / / �__`_� ' ' , , \\ x/-;�' , .r� ! � ,\ �, f- _ � ' � \ '�-1'/-� �,,1- ".�- � p } \ �/� � �\\ '�;�- �� ���X tl , \ -� �i \. / �� i / ' ��. �'' ��i�/ ��W ��OQM \\ � - ,�-� � ,��r��' �RA�N �NL6T , r� �`� / 1 � � � � / � � � � x.� /: � %� % / - ' �� ~ - ' ~ w � � � �Xis`\�.�� � , r� 3 � .� _ . _ 1; `� � K`' S�w � � _ - 1, �R Lr,�; �. - X� �'�/ I , �. � �. ___� /, � N � �� / . � � �, � ��� � - _ , � �, � —J � ' _ \\ ` � � - -�ti _ � � �' ' , x 'i�` , �_ � _ . .� -� � _� ' '� iI 2` pAN �V�IA�.�S ----- , _ � ,` i� � �� .�_.�-. ���--- , , �� - . � _ ,, �� � .� _ � .l, ��. .� ,,, : ? � � � �x1 STi,�c, I � - � ST��� �Ra�u ��, v� �-------. �,_._._- 4 � } �, ' � �, , - �� ! / V� N E vd STo 2 r� --� � � - �Z.I�t�nt 111LCT �� Vi _ �� � � - �� " � , . , � � � l� � � .. �n ' - \1\, - � � , V '` � f � �..-.. ,,.�� ! . ( i \ � � � tl \ ; - - = — .—._PEi=�I'►1 ._�LDI� DRA�a. ' . . -�- -�.__._ qR�� ��c�NT�uc� , M�t�N o�.C S�W�Q L1rSfi _ SToP V�,�V� `—.r-1iJ �ATER A ; . c��5 ���r�R �rrE�i. �� c r��5 � � VA�l.Y $ kl H �--�— •— L��'�R1 G - � � - T�c�w��►�A� p—... ... p�o�l� _ , , � ����,���A� " �--+ � Tv C�,�l.� � _ � , � � � � f' C�T�T (J f'�T�CH T41�/ NHQME � � V��l Colorado . � } , � , _ � . � r - . - y . � . , _ . � �. L. SH A� niR� -� CO� . TITLE : � � � . � � � ` , . � � _E �T��C�1�� � tJT1LIT1E=� � , . � � Draw e r 14 4 8 r - . . �, � , 1.00�T1t�N PLAN � � � �' - � � V A I L C 0 816 5 8 � -_ � �� . � ;.� . _ �� r . �1 � � S..�� . .. .._. � . k � � � � . ` P ., �, 3 0 3 .4 7' 6 3 5 7 � drawn b :E�W tN BAC H RACH - � � ���.'�" �� ��3�3.� r l ; _ .'_ � � � , _ , , , �� � _ _ � � �s � , ; � � � � - _ �� �� �� � t _ `��� ._ " r - - - �- ��.�T�� 1.�_L _ 1���T�_ � . . . _ � , QUANTITY SIZE - DESCRIPTION 1 � - � � ' ••: � - - :I2 6 ' -8 Blue Spruce _ - � " _ ( Picea Punbens ) � , � 26 6 ' - 8 Lodgepole Pine ( Pinus Contorta ) , � , - - - � � . . • � � 4 6 ' - 8 EAgelmann Spruce ' SURVEYOR � S CERTIFiCATE � , ( PiCea Engelmanriii ) � I , Stan Hogfeldt , a Professional Land Surve or re f ' y gistered under the laws of the State of Colorado , do hereb� certify that this ,, � � topographic survey was made by me and under my supervisioh , and � , � ? " 3 Mugo Pine R ' 376 . 14 � - � f' � � ` ` - that the survey is accurate and corre b � � � o - 25°54� 41 �� ' ( Pinus Pdugo Mughus ) �F� � �m,,,, the best of my� , � L = 170 . 11 knowledge . �.�`��� �a�0 RfG �`''�, , • 5�0 �,. �p . ,, . . , . . , ,�fl �-. � CH = S 83° 06� O7 �� E , � 68 . 66 � � � � Quakin � Aspen ;.� �o ;��� Ho �F�.,,�`.'�; ' „ t R = 70. 66 - : � ' 38 56 32 � 2� ( Populus Tremuloides ) ; ; � ta : - � u . - ° , Ca.li Date ' /G - 9� : 2 ' ,-� L = 48 . 0 3 � _ _ - _ - _ - _ _ - - - - - - - . _.. 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R _�j � ; M �► Y� � 1990 � _ ' � 3 0 3 4 7' 6 3 5 7 7 drawn b : E �W IN B�C H RACH � TOPOGRAPH IC S URVEY NOTICE : � 770 POTATO PATCH DRIVE , , Acc�rdin to co�ora�ao �aw TOWN OF VAIL � EAGLE COUNTY � COLORADO � _ _ _ _ ` _ _ _ _ _ _ _ _ ` : _ : _ _ _ _ _ __ : _ _ _ _ _ _ : _ = g you must commence any legal action based upon any def ect _ �- _ -° in thrs survey within three years after you first discover such defect . In no event , _ = - _ = = = = = - _ - _ °- = = = _ _ =_ = " _ _ - = � may any action based u n an defect in this survey be commenced more than ten years 411 ��9 Highway 6 & 24, Eagle-Vad t fron the date of the certification shown hereon . 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I ; �'«_ __ E . .�_ � ! �_�- � / � Q � a' I � ' � � ' ; I � , , � I � 1 � � DECK � i � , H - -- - - � � 3� �O�a � i�3�a\ C��%i. c�� �.I' --�c,�-'°" ",��y �l� ! � V I � _ � i ' ( �J -� ��� � � I j � F i i � � 1 � i i � � � � � � _ J _.. -� __ � � ! - -- ------- -- ► - - - � � � I , � � , � r � � 3-0 � -o -0 3-t� �-o -lo �2-3 2-3 2-�L � } -}- i � -r� 3-� - 3-o � ! � , 3 � - - - - - - �--- - - - -- -- -- � ' I ► . , , , ! -fi-- , - ; ------- ------ --�-.-- 4 -,9,_�,_ , 5 -2 Z _��2-22�,�Z o , � .�-- --- ----- - -�_- - - - , � -,� �, �� � � , . f --�-.------- �----- �i�� c��,,c� �- ,.,.� �'� ; : 20'- I2 � ! ?- iaz � , ( � 15 -0 ; I `� _o fi � � , k � t9 - to , � 8 - 2 c. � --- ------ ------- ---- --- - - r -- ._.__.._ i f --------- ! ' ' ��������� � � � �- ------- - ----- ---- --- --- - �� ' �. o ' � ---� --- i i 1 � , v a ��l s ! �- s�.� � � � � k 2 a ' � � ! ��•_ ------ ------- - ----- - --- ---------- � - -- -- - - - - - � , � � _ � � � ` sd���s ,.�,. � �r �`�' l �q � , ; � � LEGEND; � - ' P -�. I � R & S Rod and (particle board) shel�. � � �,►N�� s�a-�- --�- l �'� I I �� } � Rod 58" above finished floor, 5 � , , � � - . � � . , r ^ ., ` 69 Door number RE: P-2 � � � ' � � ' LOWER LEVEL PLAN MAIN LEVEL ,PLAN � � � - 7 T�iumt�ing f ixture number }UPPER9 LEVEL PLAN �-rr�'���`� �°: � j .� I � � ; RE: P-3 > � i ° � � , � • -�- SS Window number , � , STA�R NOTES , , RE: P-1 �!' ""� � 2. End uni,�s and ihterior units have same �ront-to-back dimensions v �� ` �`"'� � and same side-to-side outside dimensions. Outside face of framing - - � y�,,� - � � is flush wi�h outside face of masonry. Therefore, end units are 20. For exterior moisture proofing of concrete walls, RE: Specifications. 32. 2 x 6 structural studwall - 5/8" type "X" oypsum board both sides. 2�" sm�.11er on inside of g�.rage. , 21. Framing contractcr to �install 5/8" type 'X' gypsum board, fire . _ � � � ' 4. For details relating ta steam/shower rm RE:� q9 - t __a' � taped w/USG Goldbond Q-W tape, full hei ht of one" side of interior Insulated. All plumbing walls must be one hour fire resistive; � ` 5. Entry alcoves are 7'-10�" wide� except at Units G, G, and K. of party wall, inside of f ireplace, andgall insides of penetratic�ns no penetrations. For f raming, RE: S7. Fire blocking at 8 '-D" hi�;h. �.�0 T�T 0 f��T C H T�1� N H Q M E S �Vt��, C o l ora do , , 6. Medieine cabinet rough opening is 1'-2" wide by 1'-6" high. m�ist be fire sealed, prior to installation of insulation. RE. :A�6 , 33. Z x 4 stud furring - 5/8 gypsum board. Insulated. Fire blocking _ _ _ _„__A __ _ . , r _ ._ . _ r � , , _ A9. at 8'-0" high. -! _- I - Base is 4'-6" above floor. Door is 16�"W x 21�"H. � - �_ �� �_ « �� ? � , ' 7. For enlarged stair plans and sections, R�: A16. 22. For painting instructions, RE: Specifications. , 34. 2 6 x 6 8 x 1-3/4 door. One hour fire resistive ratin,. , 36. Drywall contractor to provide and install "green" board at all tub n � O T�T � pA T C H ; T i T L E • � � 9. For kitGhen cabinet enlarged plan and soffit information, RE: A15. 24. Add oak threshold at door opening between garage and entry. , _ _ __ and shower areas. i ' 10. Stub wall� below breakfast bar. Finished breakfast bar counter 25. Pine baseboard ib garage and garage closets. 37. Standard grating. 6 '-7-3/4" long x 1'-3�" wide. Made of 1�" x 1/8" ,� � , . !� 26. Install wra ed aak threshold at a.tio door interior. RE: A15. T 01�V N H 0 M E S � F L 0 OR�P!LA N� , height is 3'-10-?/8". Top of stubwall is 3'-9-3/8". RE: A15. pp P steel bars at 1-3/16" centers with crossbars at 4" center. Painted. ° � • um board. Corner bead at 45° corners to A, cn ' `� �`" % 11. For laundry cabinet enlarged plan and soffit informa.tion, RE. A15. 28. Machine break al] gyps 40. Standard steel ladder. RE: S10. �� � T IV G. 1, S � ' � ` u .-- W � � ` 12. For bathroom cabinet enlarged plan, RE: A15. 4� : Take special care to insure stra.ight, vertical 45° corners. 41. Steam generator: Mr Steam SM300 - 240v - 8.5kw with 30 min. timer. � U N I TS � Tl A ' ; 13. For master bath c�,binet enlarged plan, ftE: A15. 30. Install vapor barrier and insulation in all walls a.nd� ceiling of �� Steam nozzel 6" off floor. � nVON CENTEf�� BLDG , i , � � � -. 14. , =For guest bath cabinet enlarged plan, RE: A15. steam room. � � steam line to stea.m room. � � 31. Wc�: IIar: 5'-0" basc ca,binet 15'� x 15" bar sink and faucet (H 7 C) 43. Use fin2 grade waterproof, beige COlored grout. ,�VON CO 81G20 � � � = 1 -� � � � 16, For second bath cabinet- enlarged plan, RE: A15. ► 45. One half of a standard shower door 5' wide x 6 ' high. One slider. � � � ° ; i 19. 4 - 1 x 1'-10�" particle board linen closet shelves. mirrored walls. Recessed light, tiled countertop, electric outlets 46. 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INS�"AL.L�D SIMI LAf2� 2K(o F�1�MII.IG �--- �T� UTIIJUOUS - ' � �,� �, , , � . �, > � �2'-D"t>C, -_.____ __ _ _ '�` � '� ���' �. �� ���� ��, �� IN�GI�1�5E �P�R V�p , � �� - � � „ , ,, _� � � � D�TAI� � �� �*� �, �..� � � � _ ; __ _. � o , ,��������" —. ,� � w /�P P Ly �I T U T►��tJ� 3(� U p op�, 2 x�'K i M - ------�' " • _ 45 �� ' � OP�IJ IIJG � �--,___ ' 1 � •• l�t�a I 8" 0 t� ��-�T 8" '�� ; � �__R�9 BA�"i' ��15UL�T��.1 ' �'y � �c�a�. i��u�.�T ior� 1�.5T��.�A-I'�o� �RC�n►t�S�D�S , �lP 2�3 �I M . �,; ';, • t� ------._____�� . . --- FPLAM u Y Io�MIUIM M g ��` �LG�KI�1G '� �, t . UJP2(�3 ?I�IM , � Z � ` \ W �1 � �F 5t1�T�H IJGG 5 �8 � - �a `\, ,� � ��,, , ' �` � -'1 ? ` ` ` � � �" P /�A�LL.A' LL tt @ NOTES FOR ROOFING CQNTRA OR x lz �J �'� � `�, �' ''� ` `�� `, � � ' � J � ����UJ �U' �T CT . � � �' � � --� �� \\ � � � � � k� _ V h W�L✓ —.._.—�--- • �.� .� 1 + � ` � ~ ZKJO FIR,�, PLGLICINC7 l. ) All felt joirts must be thoroughly cemented. VP�� �� \ \ -�J-I�o I LS � L f' ,; � � � � t ���,.\ - �1 'r, r ' O � � � __- 2X� 5�u�,� z� - �:� " - 9 BA ��lSU s°� °-'r�."`�-�' � , � --- 4 �, �__ d uA i� A � 4 � r .� , , , � �'� JoItiT��'-oH o,c, � z, ` �. ;,, � � ; �-- +-- �- ' �P �E -- 12 '�- -t -_ I_0 2. Ex osed u er ed es of shin les mus c _ � - � � a �y��� ` _— ��LL p�'HQ� �I , ���j� ) P pp g g t be emented and Z _ _- - �,, � ! � M , _ '� 4 i � , � � (ZGY���IC���J�(La rF`�'1 J' WA�.�.. feathered with shingle tab cement as per Deta�1 A17-9A. '��- \�` �`• �-"R' F� A� �A� - f *• �.�✓�� _ , '_' -�� _�,, ,�� r 1�����RE-�i�-�2 `�� - �UP5k.4PE �O r , y_,,,.�- , • RE •A��-IZ --- -_ - - �M,� .- _ � i� ---- _ - _ _ ` \ �i • ..�-' �' f"E P a�iJ�? '/,�/� ,i',- � o i ' � 3.) In valleys and �,7here shinQl e� m=et verticle walls, � , , `�- y2 SH�TH(uG �r-' ' ��X�9� l�/� � � ! 1 i? l�---5/0"'T`{p� X �iY�P, �D. �t,W. I-{E� edges of underlayment must be c�mented to structure; � ' �� � - , �i V ; �; � "� O�Pf�}Z'� kl�u..j ON� SIf�� ONL where jointed, joints must be c�mented. End rows of ' � ~- �7L�� O� �� /� ` �' t�' ; `.,� _ , � - Q��w T�� w� u5U �o�n�so,u � g y . , � 2 X�s�u Ai�S�F.�cN ± o G�op�NII��E � ''� ���C�LS � � V c� i � shir. les must be full cementecl. � � � � � �/a°�Hb�%s� � `_ 4.) All roof penetrations must be t�oroughly cemented all � ' • � �"" � � K II B TT IWSULATbtJ,FUI,L , � � W J � __ � _ HE►(���BOTH 51p S OF around. Use mdterials that ret3in plasticity wit�hin - ' , j 8 �p O a �L . cv � � = 2 -• PAK 5 WA E G „r ��R� t�TMnPrature ranges to be encountered. ' - j e C � : ' ����� � , a O � � I I ��5 ' F G� J A MB DETA Il.- K E:A 2 l�d5 � •� " , R�Q U I l�1 7 ���1 0 f V 3 U��.. - 5.) N o n a i l s o r s t a p l e s s hou l d be eKpose d. T hey s hou l d � - ' � � � Q W � � r= }ZF%A17-12 all be under shingle overlap. 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REi►�� . :4 �`;= I L � ' � 2 �5 Co�1T. �'oP �! $oT I � � c�r 'C -O f �'a 0 • ` � ��. � v ,,�• N I • • r,t � � `, • ..n_ Y ,,!- �' — � _ � _.� _ � y �_ *E�-T � =,—j� ;+�----� �` ;' ,�-- �'-=ZE-'��4,,� � � � f- �- �ti- -'-- ------ �� V i - ' � : f t� £- . , y,-'. ,� �y-� n . = 3`A� l�� \�. 3.- )�c 3�c t`�c` =�� U -.� � A I " '�D'c, . a o�,1'`}l,AQ��� L� %' • �F, � _i � ,t..�_�"''1��` t?. /� Ir1 "`_ _ ___—__ _ �Ftic.J ".V' _- C2� �,�^ '� t , , ��-- `v �e` o• � C � t —�_' � � v- _ �` �'c, � ��- � &`71 A f ° ,?c_� � �T, r, yy��--.- --- ~ �� �k J • n � _ �- �4 �m i . ��_''�t_�'r ___ __—m �'�yi � ,. _ . t �.'�..14 r� I I�� � i � ° --- -- —ti -- � 1 1��� � 3'-�x 3'-4 �c I 2" �D O T L N C, � ; � � M T __ i _ __ ---_� -- , „ � - - i 3 -� � � � 3 � � ^ 3 8_� 3-8���z �oc,� tNC� i0 — - - —� 5 � 3� �� Vllh`� �oT ---__--�. _--- -- --- ----- -- --4 �j 7` 3 4 ��l�Yj -B�`1" ' � � ' �t�ti►niru�r� '�''�a 8� "''� G 7 ., �,�a�;.,�;��a�s''`�� S 1� 12 ��,4,��► ��•�� , .� � � . . : • .� ,.•,,� _ `�� -� I' OT�T 0 f��T CH T01� NH � ME S Vai C lorado , �j ,� � � , � . I' OT�TO PATCH T1TLE : . � TOWNHOMES �QU�QA�TIQ,1� D.E��► tLS -�!`�, _ . . _ _ � 1 . ._ - - � .� :�� ('� t� TNE � SHII' �;,;� ;. . . - Always refer to a"rchitectural drawings �VON C ENTE P� B LDG '� . , � d! ` � ' � _ . for confirmation of design and dimensions. � ,qVON CO 81G20 Y ; � - � � , Resolve any conflicts vi�. written author- = , � ization Prior'1to, Proceecting. ; T�L 303 999-7979 drawn b :EFrWIN BACHRACH � `JULY-� 90 � - J - - ; �. _ . � { . - ..,,.�.�.,�.-.. ...�..�....._.,...,..........._._......_.... `� _� GENERAL FRAI�iING NOTES: � S T /� I� N O I E S 1) Prior to formal award of contract agreement , Framing Contractor _ shall acknowledge correctness and completeness of these framing 1) End bearing is in side wall of adjacent unit. . y drawings. However, these drawings do not reli�ve contractor 2� Interrupt -Z x 12 blocking to allow post to bear directly on from his responsibility to supply a complete structure in W16 x 40 steel beam. RE: S9-13. , _ accordance with preva�ling codes and regulations of all govern- 3) No blocking. The post secured by a steel plate bears directly . � ing organizations and districts to the satisfaction of f�PT on wall below. RE: 59-14. Framing Contractor must review all portions of the contract 4) Plywood floor sheathing shall have a 1" gap at party wall. � documents for inc�.usion of his work. Contractor must cons�antly RE• A8-6. ,� re�er to architectural, structural, electrical, mechanical , and ' - - , other drawings to resolve any conflicts of instructions. If , conflicts ar� found, he must not proceed without prior written 5) Salid blocking; 8 spaces. Add ; , resolution of the conflict by PI'T. web stiffeners to fabricate . floor joists for tightness; add � block insulation in each space. - 2 x 12 ��M JoiST . . 7-- --- — --------- , � 3- 2x� �ifl� ����T-u� -��c►q 2-2x8 �}�iz / '�E� A7-3 Rr� p,1-8 ' Bottom o: rough 2- 2 x �a �{b� - �:a aN�,dR w/�RAM��.►C� � � - �-- soffit 7'-1�" — - = SIMPSON 2 a35 2_ 2xa N�R / T � o D above PWD f loor. D 12" 8.'� a�.K)t�C1�AN�L � � 2 � � 2 / 2� A G.I• �I.AS iN�i _ � , � � ° . - - ' � U � � � a � �i1 � D � �ur � � 1` I I I I I ! I I I I I I I I I �1 1 �J o a ❑ o 0 0 0 0 0 0 0 0 0 0 -����T- �P ���►�, ; � 12 �A6. Lo� t �lc� I 1-t►? {-�� RE: A`1-II � d- r�j � ��h 'E 1,.5 (j 2- 2 x CD N D R t, 2 X i $1. CIGt C� � 2- 2x Co 1-1 D C2 ; { � �_I 2- 2x� 4�DR �. I�o A8. oc5 @. 2 o c. � � I ' ,� 4 q�,. 1'-ti2 I'-It't � N , I'-I i t'-�ti �' � r N � II � � 2 �2 'DF- � 2 @ 2 0�c, '�� " ►2" � a. � csr 2' o. . �_ o - - --- -- -- -- --- --- �. � " � ' II � �'�n 4(3, l,oc ,Nc, �N� s � � � 3 I �r � �- � o 0 0 0 � D D a o a a -o 2 0 2 � o a o a o 0 0 0 0 0 � N C _, _ �78 x 1'�j GL -�.AM (�ND� �AFT iZ5) ,�2- xl� QR_ � • •�� •� ��•��• • . . . . . �_. , � � � 2- 2�c 12 58 x l3'z G U-LAM 4 � �s � I— a � � Bottom of rough p saf f it 7'-03/4" � �- r' above PWD floor. � � c� 121pCa� L(NE 2x� ��,5 N p � No Rlncati f3D l��'�413-t uo l6o�rR ]o�s'( r� N ��: q1-r� - — — — R�;� �3-z � i -- - � � I ' ¢ A�-� _ � �� A�-i � N � � I- K�L� E � _ � � I . _ . � SEco �� �t� oR 1� s �, i 2a S'� �' Do >�; f , � _ � , �oR r�R� oF w l� x4 [7"W�c 1�' D� � ( h'8 x� ' U �.�p� 3 � � ( � ' I - � _ N 0 0 0 0 0 � � 0 ( � Q 2- 2xt2��LuSHWf�oiSt 4 Z ��p� 2- l�xl1 MlC o (.(� � 2- xlo (/�,�'A�"�q - X .��. �.�. .�.� . . . . . . . . . . . . — — � � o 0 0 0 o c o o �� � �'� , o 0 0 0 0 0 0 o r� r� o 0 0 0 0 0 � o 0 0 0 ����� so;��1 0 0 . , , r � 2 � 2'-0 2'-a �'-�2 2'-5 , , 2x I2 Bl.o �iN�� I-�tz I I 1=ti� �� O � � / I� Q.`� ��`"'t��S �4' ;��+�. X�'Q,� _ �'?�' ��'�� ���'� I / Z � � � v - ( � I -1 112 2 •O 1-i�Z .� � oC ' Y I'( S n I 4 � �G{Cl C�� '' �_ ti v SC�-. YR N-F � � � � � i IK V�AT ON y 2- 2xCn�ID� ��`� � � � IS 1 �L� .C. p 2+c � C�9� � O,C, u I � 'I J 2x ►2 R 2 F-L 2�. I@� 2 p.C. x , �, � - -- ---- — � N I! � N � 0 � � �� 2- 12 �A I � �o► 5 � cV X � �� — II 2 x I $L.o tNC, 2- x.SFF R N ._ 4 � � � 12" �rAr3. B�. o KtNG PA►���5 � o e i --' � ' S'e x 12 C� U-� M � � � � � � � - - • — • . _ . . . � 5' x«�z ���- aM � 3'a X �2 �.u-�. M ' — — —• — —• _. . . . . . . . . . . 0 0 0 0 0 0 0 3- 2 ,� �� ,, g�4 , - � , � �a� <,.� �,Sµ, �� � , � � 0 �R �_3 0 I ' 2 12 Lo I�i ci i � c' � � ` � I I ' I , I o �o o � o 0 0 0 , , � � � , � � a4� su�� ��N�, �:a2 �A�lA�C R �s ` I �u + o K-R �LS 4 THICK S4-��1�"�i}tNC� I 3. 2 x� 4�DR � _ , ' ' , �P P� RA�T�O 48�24 W iq X 38— 2x. 12 �LM JC�lST NOTE: Be sure that there . � � ��C�OSUf�� 1• � is 1'-8" clear from BU��T-u�'�G�c,tA� �ut�T-uP �AciA Ut�T-uP�AG1A ��D��" W '� l�a��eP-+ '�LO�R SNfiA�TH1NG, � _ _ inside of wall to edge 1�e; ��-3 g�� ��- i ��: A��2 ` 34�� T�4lG�C. u S'�URQ- ' ��C�QCZ � , w of first 2-12" fabri- , �� cated joists. T p,PA RAT�� � 24` o� �� rUPT' ER -LE�1fEL -F-C�� i�INC� -PL� N R_OOF___--FI� AMI_N�_ _1'l.A�l.�,". � __� _�_ � ' -� �c� ; �xPdsu�E 1 . , � , --- _ , , � - � MAIN LEVEI. YFt�/-1N� tNG - �' LAN �-_ o . __ _�_._____� �._� �.�.___...�.....�_�....�....._..�.. _....ri�_..,�.�._�._.�.__..�......___.»._..... ,_ .�_._.�_.___��__ � �,, ; . N 1t�111111ltN�y1� � � � 2%12 � 2� o.c. �.�. �� ��p0 Rf�,j'''5��.,�, - , � �'��H�,yc�y� GENERAL NOTES: , ; � � •:���.� h n mber af ieces of �; �� �r; 1) Numbers in circles indicate t e u p �; . � ��� � 2 x 12 blocking. � ' 2) Numbers in squares indicate the number of pieces of ` � �,u«T-uP �-ActA ��: A1 -� ,; � .�'���',� ' � , ,y�,ni��p���````i� • 12" fabric�,ted blocking panel. ` , 3) Numbers in triangles indicate the `number of pieces of , ,vertical 2 x 6s in a 12" high field-build blocking. • The f ield-built blocking has 2 x 6 top and bottom plates. I`�l A l f� L�u� L R Q O�F P I� R N The vertical 2 x 6 shall be beneath the footprint of a ' � . . post above. For post locations RE: S7, wall framing plan. FOR NAILING SCHEDULE RE• �j For detail of a typical piece of f ield-built blocking, _ � 0 T�T 0 f��T C H T OVy N H 0 M E S Vai l j V Q���Q�� � RE: 59. " � 4) All steel and glu-lam beams shall have 5" minimum bearing. ' � � � 5 The first fabricated floor 'oist (rim 'oist) at the dining P 0 T�T 0 f'AT C H T I T L E • } T ) J J � room corner of the second f loor measures 7'-8" on the � T Q W N H 0 M E S ' - Y - - -� - _ � _ ` _ t , ' drawings. Due to differing kitchen corner framing conditions, � F t� A t�1 N C�� �p L�t�5 Y � � � � some joists must be 10'-8" long although this is not drawn. �/�` 11� T N E 11 S �••' � � � _ _ _ �-�. _ �-•r,�-� ., °� _ - _ . . . �°��~�- �y�-�- � " � �� � _ � .. .� a . .. � _of=• — iM4�' � i F�1r Therefore, take care that all these rim �oists are 11 -0 � _ � � long,lfminimum. The supplier has designated these members Always refer to architectural� drawings �VON CENTEf�� BLDG ��C Q�� � p -����1 - -3 ' �. _ _ Type A �oists. for confirmation of design and ditnensions. AVON CO 81G20 � q , - O � , 6) All fYoor decking shall be glued and hand nailed. No nail ' Hesolve any conflicts via written author- T�L 30.3 � 999-7979 drawn b :ERVyIN BACHRACH � �_ ' y� , guns allowed. All edges blocked or clipped as required. ' ization prior to proceeding. "���,.� 9 Q ' ' , . '`' -. ^� j 1 - r ., � � _. �--�, �� ,( r � -_ �'" _ �� � �-.-. �� ---- --""„� �._...._ �. _�----�,.�._.. ` - � = GIIVF�AI, F�ZAMING NO'I�S: ' , GII�L WAI�, FRAMING N(yI'ES: ' , _ � =- ` 1) Prior to forn�al. awaxd of contract agreement, framing contractor shall acl�owledge �� 1) All walls shall be framed with single bottom plate and single top plate on all 10) For miscellaneaus architectural details, RE: A?, A8, S8, S9. These details are _ correctness a.nd canpleteness of these framing drawings. However, these dra.wings exterior walls, pa.rty walls, and interior structural walls. Top plate material �ferenced �o S13, 514, a.nd S9. - do not relieve contractor from his responsibility to supply a canplete structure sha11 be �2 DF-L, except where noted otherwise. 11) For winclow framing and trimn�ng details, Re: S9, A7-3, A7-8, A7-10, A?-14, A?-13, _ in accordance with preva.ili.ng codes and regulations of all governing organir�.tions ' 2) All exterior wa11s and party walls are 2 x 6 stud wa.11s. For interior wall and �-�� ,_ „ �' � • 12) An wa1l ca,vit o � dimension y y ver 10 0 high shall ha.ve firestop backing. and districts and to the sa.tisfaction of SCC. _ , RE: Floor Plans A1, 2, and 3, � - ' 3) Medicine cabinet rough opening is 1'-2" wide by 1'-6" high. Base is 4'-6" above 13) Special attention is required in loca.ting glu-lam beams so tha.t,vertical walls•c�.n �aming contractor must review all portions of the contract documents for inclusion floor. be loca.ted as shown on A9. � , of his wnrk. Contractor mist constantly refer to axchitectura.l, structural, elec- 14) Wherever plywr5od stress shea.thing exists, 2 x 6 blocking must occur at top and " t 4) �aming contractor shall provide blocking as necessaxy for na.ilin exterior sheath- trical, mechanical and other drawings to resolve any conflicts of instructions. If � � g bottom ends to serve as fire blocking a.nd stress support. ° . conflicts axe found, he rr�st not proceed without prior written resolution of the g or interior gypsum boaxd at �ztside corner of all 4� angle corners. , � �; 5 F`raming contractor sha11 provide blocking as necessary for electrical and mechanical 15) Framing contractor to install 5/8" t ' ' ped w/USG Goldbond ; ` conflict by SOC. tra.des. ype X gypsum board, fire ta. � � --� � • - - � � ST RAP R�PP'Ep AROUND 6) F�aming contractor shall provide,blocking a,s necessary for towel bars, tow�el rings, �-W tape, full heigiit of one side of interior of party wall,� inside of fi,�eplaee, , � s toilet and all insides of penetra.tions must be fire sealed rior to installation of Y " BLt� ?) For strtxct�ural l�ds f etc. P 1 i 2-o �� C��"`E R ; j � � � ��-O raming information, RE: General notes on S9. insulation. RE: A8-6. ,' i ' J-1� , ! - f z 3 PT �t cK , . � � . .-- ---�--__--/- - ----/------�--------I----I------�- �-/ -- -- , S S 5 s 8) For dimensiona.l infornration, RE: Architectural Floor Plans A1 2 and 3. - - , _ _ . ; � 9) Bottan of door header height above finished floors: � � i i , �5 r s s F�htry doors 1 and 3 6'-11�" � ' � Interior hinged doors 6'-10�" � � � � - - -� - � 1 � ! � � ' ' '� Bifold doors 6'-10�" � ; -- ---- - ' -- - - a ____-- ---__ __P _ Pocket doors ?'-0" �t i ----�- � --i---� � ,� ---- -r r p Q � ; � , � � ; � , � � �=� � - i I � F 3 � '�� _ ; / i � ' 0 � � � �/ Ii i ' � � 'w , I ; f--------� �\�� y s s S � ' � ' i � � i � fd - - S , , �rIC ►��; ' �r 55 P�l.�� 3PTy $Locl� 3PSS q�o } - � �r � I ; I � I y r s s r � , � 1� 1 � 59I �Ca �sT ------ -- r s 5 s � � � \ ' � ` S +�i- � � � ' � j i � l--SYq�T �.A�c�u Z' � , � ; � -- ' d T ---- . � ; � � � I '- � �ROM TtllS CoR�tER� � � ---- - �� ' � , o `' , " i I � ', � A�.L uN1T`� , ' T \ s ' � s ` I � ' � 5 � � P (�Q 5 �\ � a ; r - • '0 ti� , �' ' . --- s s � ' � •� 54 WRAPC''E� STRA ' ' s s sr � s s 5 � ' ' � 2-2x4�es �' �' � , � 5 � �, .� , , � o �, � S s > ►�.3. 2 �G l osT J° ,,� � � � �, i, r � \. "' , N +�3 .� r" � � �, `�' � r s ,; __' -- ;- - � - -- - - Q�[� I � 'i �i l� � - ' --- - i _ — -- `' -- — -- -- � , � � � - - --� - � ��--- � _ --__ s s s - - -- - - �-�+ °' �i - ----- --s � � ` �� � � � .� - - - -- - ----._______ �__ —_ _ __.^ � -t 3 I S , � � � ' � � ' � ; � fzQ' �? z ;� 2-'2x110 y�R� T ' N ' �-, �u g � I 6 � � `�' $Lock� 3 Pi � m � � � ! � � IN-N � o� I s� �...__ -�s�s �� ; ; � ; zf � ,,, O I � _ __ . �5 ; _�o-,� .ry � __ r ---l--- - i- - � x t= �° � �i �2� �o�� � - - -�- -----_o - ____ ---�n- g� - N -- - . � -- - -- - --- j - --� ----- �-- --- - - ------- -- -- - - .� � - ------ - - - ' s . c ,� ---_-�__-_� _ _ ____.____ -�-.__--�___ ! i I � �Np i" 4 � � SI . � � `�.� � � i p� o � Q n �� �_ S ._-- x -'---_ _ �--- -- �N V T � I --- - - -- --- �--Ii-- --- —S ----- --- - -- — -- �'' — k- ------- - --- - - --�- - - - --- - -- - - - -'- - - T ---- - - -- - - - - r�-� '�d n - - ---- - - - -__ �. _______-� _ _ s � � .._ _ � -- __ _�� s _ , f � Z , t ' 3 s, � � c � • � s w •� � I -� I � V � 2-`��4 �osT .� � � 2-2 �o4}oC�-n ; 7 'n �� : �� °' � s b � ' it _ -- f ____t _� _ _ � s , �-_ ST I --�� ' ' T 3 " _ N _ � _ � �, w� � . _ � - __ -- '---- \ - - ---_-_ _ 5-lIH" X 6" gl�-lam poSt 5 5 5 --- - ---- - - - - - - � � � � -._ _ -__-- -- "__ - - - - -_" __..- * '- -__,� � _ _ _ _ _ ( � � ---- - - �----�-- - � �-- � - - � ! { 2�p0o�R'- -��-�"- -,� _..8-am �._.� _ — -- � For-base of post- detail, _ _ � � z 5 5 4 � ; � v r, � o ; Re: 59-1,4. For to of � + , � , � � { � �� w v•� � �_ _ ' s� , � P s s 2-Zx��osT � � ` R _ j _�__ � �___._ _ ` v __, _ ` ` V � � ' . �--- - - � � - - - �', ----- ---- � _ _- - - -- , Post detai.Z°, RE: 59-12. - -- ---- -- - - - — -___.__ � _____ - - --- . - ---__ _ _ _ _ S . - _. -- - . � �._ _.._ __ .__�_. � .. � ; _�� .; f a�'� t ' !l•� —:�_ - -�— _ y a �.�_ ,� �� _� . . � -.— � 3 �5 5 �---- �t � s j � ; � � , ` v i E ' s y� � �I-__ _ ' S 1�DR 5-?x��os� , , T o s s 5a n 13L M � e � ST�uci�R�►L WAt� CZ�U jjh NOJAN � 5y � 3 5 5 555�5 h 5 y S>S;54r r3 s� 5 s � s s 4 S �— � 2'Zx�2 tt CZ� 9 ` - -�- - - --�- T s C18 � �5 C��.0 �,/�N� 5 � Doo 2 �OOR -----�_ S � , _ _ _� , _ _ --- _ �, -- - -- - - - �---- — -----s--- s s S � r � s � _ ` ' � { � � m c�� -� �fi 24Door� 5 5, - ---- 4_ZxG Pes; s 3 , S 5 , S s � � � i ` � ! I � S U � �NA�t_ -ZxG �oST' 3-'2,c41�'oST� Z.Lxlo ��� ( ' �L- 2,c �2��.�C}Clhi�� ► � � � � I 5 _ _ � _ � � ' S '- s - 5 IS ------� � � C ��ti� -�--�� . . , � � 5 5 0 �. ' I _ s - c� �"RNI�`a� �eo�T. Doc�� I � E� � # 5 . � , 3° �c�o(2 �� �C�c�Ri c�n 3AMg S s I � �AN S 5 � ' S ' N� ���`�113 TS rs S� � � ' I y s�T ---- -,1y 5 51'i - �_ —._.� TfS �3 � f I � '-- =-- - � _ _ �.__ �I�ST �l.Ob�2 �fi: ��'� S � � �.� s s s � S i5 —_� —___ 5� � 4 5 , 26Ao0R c� 2°DoaR � �_._E �_` _ 5 Z-2�S H��ti 2- Zx �2 N�Z . _ --� 2-Z x¢lo sT� �(I�ONT, Z'I�WD FiL�E(Z I I � '-__=-' ,, , -- - s s s s 's 5 \� J'�------- - ____ � , ( � ( � __ 5 � ' S S P y ��--�-�--- " �. s s � y s F � � �, i �� s� ' _ s ti s ' s `, � '�� I'G D , � ;r' ) _ _- � � , - - - -.- -- � � ' �IfZ� B1.c.�C�1NC� �A J h 5 5 5 5 S S ��5 S_ s , � _ � `� Q � 5 5 J 5 ` 5 - --- S . ?----- -- ' I !' S S --- 00 S � \ r -l�P' -- S L71-3 MAx A��VE _ 5 � ����'/ �� 5 r , � -�4 y , , ;------_ _ s S � � 2�� R , � �� �► � � �-3 ; ! ,` ;+ �,.—__ 5 �1- - - -� .--- � , ' , , �__ . s - - ' �1� �l�o c�� o R $Lo c�i�c� 5-1/8 x 7'� glu-lam post � J► �L 5 , ; � / , _..- _ s for base of post detail s � ` ' I. ` � a � �` ` i 5 y � � , S � � i ----" �6fiL OW _ ' RE; S9-7 :� For top of post - - -- r7 Z ; s ( s � s ` , 5 �s �-�--�--�---�- 5 ,.—_.___._ , detail, RE: S9-15. 1 Q � ' " _ ` S � �_ • i � � I 1 ,� _ 5 V.11� � 4� 5 2- 2x�2 F�'nR-'�l��Sht T �... �'v 5 -------' � STRUCT�RA�wnw 53�8 µc��- /' i T - 2 8°'pcoiZ . r10 ]A.r�� S 2 DooR � - -- --- � .��..__..��. ._......._». _�..._. ....�. -- - - = s s s �is�c 13 Z �L� Lb�M � 5 5 — - s ��-- ------- � — � _ ; ; ' r � 0 u1 -�------ -- --- { 3 K t P 5 S 5 5 5 S S T �---$.�L S _ . . _ STRa' To T'i;: �;_ - - a z h y �--- --- --------� � 2- I��X 11'S M L NDR�-� �.----��,��01+�� ` $ _ � 5 5-1/8�, X 72�� -glu-lam post s s �'" 5 � � 4 5 2-zx� �ess G 2-z�c.p,sT � P�sr for base of post detail bM Tp WA�� 1 � 5-2xG losT _ _� _ _ RE: 59-7. For top of post �, y 5-1/8" x 6" glu-lam post ,-� � ` t s ST'RUC. uR�� W4�� S a s 'A� ° -- - � � detail, RE: 59-15. s � t for base of-post detail 5 T T y s /, RE: 59-13 for top of o I � _ _ . 5 5 y� 5 I �� post detail Re: 59-12. ! 5 a ' � � S � � � S � � / � N N 6t � � FIREPLACE: %% �' --- -- � 0 ; ' � � . 5 5 -- -._____�_�_ __.�____ _ r_ _ __ _ 5 0 d s � Ra�gh opening: Width 3'-10-3'4", hei.ght 3'-3�" 'j S �s �------,�. , s Q o i Hea.der height - 4'-11" (above floor) - , , � I ( �xs Tu�3 I �z � I hea.der - 2 2x6. 2x12 blc�cking above hea.der ,S I f � � � � �°D�o� 5 across entire wa.11 w/f ireplaee opening to pro- �-� s � ; s - ' i s , s ' � v i d e b a c k i n g f o r m an t l e. M i n. d e p t h 2 '-4-3/8". ; � � � y sT Ts s 5 t1/a2�G� DoQ�Z �G-oi�(�( x �� n � s s-r.- rrT rSS s T Z X I O �,O U t.N S AV�!� J A�Nll3 � T T - S � T S , 5g X l2 Gl.0 LAM �j8 x ��L G,LU�A�1 ' � � y 3�8 x 12 CnLU L�4M S ► � � � i y 3-2KCo 3-Zx� � -� 5 W 14Y'-'.��} 5 �J - 2x \ZND{� / n y �j-ZxCo�osT s rr - sftt •�...������������ �.���.�� tt1T5$ ' - - - T `I" G��O��S� S S� '_ _ - - <S � - ' - -�_ ''� �� 5 _ . -_ -- - �- 5 5 S 5 - � . � 3i T j�� � ss ts I 5 2 x S�o s�'e 5-2�eSP�s� �� , , � ' I � � ' � �� , � � \ i T ' ` --- - ---- - -- _.-_____ ----- — i- T S 5 5 SS s f --_- _- - 'CS 5 S ' 5555 —- -TS q51 � % � i /' � , `� �l�Tl1�C� �� : �'j � � i � 'gLoc� s ; F \ � ' �\ --— -- --- p ; S 3 'P T s � 5 5 ' 3�,ocic c? 3PTS �$LnCK s � \ � � ,, � ' ?S ' r , _ _ � �l0 3 P \ �—�--_=P= _" --'�' s s s ' 45° S � ' \ __.— s ' �3l..oc� L_O1NE1� �_ L_ EV � L _M�► IN LEVEL UPT' E� LEVEL ..-� � e��►��.�M��•h . ���.� • � ���'�•����,�,�'�►�� � ; `� c� - . � : . ' � � . ,� • *�t,� ..M.•s4����► ��n��p��� ������p f' OT�T 0 f'�T CH TOVy NH 0 ME S Vail C�olorado�' � _ � Al1 rough openings given axe as - * S S'C1�N�AR� FuLI, �EIC,N'C SiUO . N�Y TC� �XC,�.k�n luzown at this time. Zl�ey may change. ' 1 - Therefore, a,ll doors, vrindows, skylights, � � medicine cabinets and similax should be p Q T�T 0 �'A T C H T I T L E • � � ' ��hYiMUn� H���,��Z l�►.�o���� B� Ce�q�, 2�: qt4-I � � actually measured in field before rau� � T Y�«►���� sYUb o�n�g is provided. T 0 W N H 0 M E S � � . ; �- : �� ; � . � W��RL L �F RA MIN G PLANS � �"�, � f � o , P� RTNEt� Hlf' - - �; �� , P posY Y t3��c � �s S ._ __ , , , " A1wa.ys refer to axchitec Vural dra.wings for �v0 N C E N T E f�� B LD G � ' _� CR 1�'P L�S {�oT s�o�hl confirmation of design and dimensions. i� _`;�O - Resolve any conflicts via. written �VQ N C O 8 I G 2 O � - _ authorization by owner prior to proceeding. T-�L 303 ' 99 9-7 9 7 9 drawn b :ERW I N B�►C H RACH � J U LY� �� �; � . � _ �------_._.�_.. ___ ' , . _ �_ � �- -� - - �- _ .. : ,- � ..,._-�,....-„�,-�-,-��,,.�-,-_.__.a..�._ _ __ -- ., __�; � _ _ - --.-__.-...�M______,_,_� ._ _.. _ � :� � , w ��., M � --- , t ; , � , . b� ' r r . - - ' - - _._..-.�._- , -. — . .... _ , .1 \ � � , � � ',.STRUCTURAL WO�D FRAMING: ' ' • w , . � � � 9p ` _ (r�3\�' Q " , GENERAL NOTES: Pot�ato Patch Townhomes � a. Except where noted oth�rwise, all 2'� lumber shall be Douglas s FRAMING NOTES: r M ' � ` L� � 9 '�u0�� _ Job No. 94482 , ° � Fir-Larch S4S No. Z and better , and all �solid timber beams and ' ' ' � , � - , G � t� � ` � � posts shall be Dauglas Fir-Larch No. 1. EXTERIOR W�LLS• � .�� ' � � " - � �' ( � DESIGN LIVE LOADS: , � ' ` ' , ' ' � - �y , ' � b. � �'� �i � a. Roofs--�- � 80 PSF Studs -sha11 be Stud grade and better pouglas Fir-Larch. a. All exterior walls are 2 x 6 studs @2 4 " o.c. t� a maximum � � Ii � '° � , '-"'--'-'"""" ' c. Top •and bottom plates ,shall be D�uglas Fir-Larch �2 and better. Y _ y height of 12'-6, 2 x 6, studs @ 12" o.c. to a maximum height of ' ' ' rx•��f GlU-LAM ° ' � �, ' � � t ; �. Floors-------------------40 PSF � , J- d. Provide ,solid blockin � pparts for' woQd joists. �Within " ' - - O O - , �.� Basic Wind Speed---------80 MPH (Exposure B) ' ' floor g ,at su 14 -6�and 2 - 2 x 6 s ,1� 16" to a maximum height of 17 -4 unless - � � r � I � � � - joist' spaces beneath solid or built-up columns t�o�ed on � � " t � � � �� � . ' � . , r � • otherwise noted. , . � . ____ � . �,� �. Seismic Zone--=-----------1 � p,lans, blockin of area e uivalent to column abo�ve shall be M - , A , A 5, q _ b. Provide 1/2 thick, AP�i 'rated sheathing, 24/16, exposure 1, at � � M � y w r �� � \ � ; � � � F provided. � � � � � � , ., F �� � exterior face of exterior walls. Block all horizontal joints. . � � „�"���� � " ih ' � , .y� � � ° FO�7NDATION DESIGN: ' � � e. Provide wind/se.ismic anchor at sup�orts �or all roo£ jQists and ' c. Provide 2 - 2 x 10 headers over all door and window openings � , "' �' � ' .� � " �' � A ' �. Design o individual and continuous tootings is based on a - trussed raf�ers. Anchor type shal,l be approved by the � � unless otherwise noted. � p �� , T ' � maximum allowable bearing pressure of 2,500 lbs. per square � Structural Engineer . `" � f .d. At� beam bearin locations in stud walls � /'a' x���0��� � 4 � � � P � - f. Exc� t as noted otherwise minimum nailin shall be , 9 , provide multi le-stud ��'. , , + , � foot (dead load lus ful�l live load) placed on the natural p , g provided as p x9 (D �� . _ � ' b�� � posts equal to width of bearing member unless n�ted otherwise. � , undisturbed soil, or compacted structural fill, below frost specified in Table No. 25-Q "Nailing Schedule" of the U.B.C. , - � rx�"K M " �t,J/Q�l� , �� \ ,; , s dep t h. e 1988 edition. 2x6 studs shall have 3-16d nails each end. `� � t ��tiG� IG�� 8��. � � INTERIOR LOAD BEARING WALLS: b. Refer to soils report no. 23029 by Chen & Associates, Inc. - g. A1.1 1 wood floor and roof sheathin shall be as noted on the , „ ' , H 5 — { �' �,r` _ �. Soil conditions and t es shall be verified b a re resentative p y � g a. Interior loa -bearing walls are 2 x 4 studs at24 o.c. unless . YP , Y P drawings. ` Nail and glue plywood floor' sheathing to floor � o t h e r w i s e n o te d , - , , � � ''� '' of the Soils Engineer during excavation. � oists with adhesive conformin to U.B. C. Standard No. 25-19. ' � � � � 7 g b. Provide 2 - 2 x 10 headers over openings in wall unless 5 y�pX("G L U�L A N� P�T � . �L6�� 'J ``� R E�N F O R C E D C O N C R E T E• h . T r u s s e d r a f�e r s, o� m an�f ac t u r e d j oi s ts, s ha l l b e 8 esi g ne d b y a , otherwise noted. � ; , �o Eq,e � � �,� Colorado registered engineer to s�ipport tihe full uniform dead c. At beam bearin g locations in s tud w a l l s, p r o v i d e m u l t i p l e-s t u d � po S T �"� � . A l l c o n c r e t e d e s i g n i s b a s e d o n t h e "B u i l d i n g C o d e R e q u i r e m e n t s and live loads and any other superimposed �oads. Web posts equal to width of bearing member unless n�ted otherwise. ' s £or, Rein force d Concre te" (A CI 3 1 8-8 3 Revise d 1 9 8 6) . ` ' � arranc�Qment and member forces shall be de���rmined by the � . - � _ ,_ _ _ _ b. All structural, concrete sh�ll have a minimum 28-day compressive _ � fabric�tor. 'Stresses shall not exceed thC�! allowed by the FLOOR CONSTRUCTION: � ` , i strength of 3000 psi . U.B.C.�, ,1988 edition. Load duration factc��� shall be 1. 00. � a. ProvYde 3/4" thick, APA rated 'Sturd-I-Floor, rated at 2q " o.c. , � �� _ � y �. Provide continuous shear keys at vertical cold joints and where � � - � - � N,0 SCQ L� , , i . Unless" otherwise noted, steel connectors sueh as those � tongue and groove, exposure l . Glue-nail panels to all � shown on drawings. ' manufactured by Simpson Company shall be used to �join rafters, ' supports. ` � ' jQists, or heams to other beams at flush-framed conditions . 'I2 - T 0 P - o� Po 5 T RE�NFORCING STEEL: Connector conditions not otherwise not�d shall utilize Type U ,' ROOF C013STRUCTTON: � � i. All deta�.ling, fabrication, and placement of reinforcing steel , or Type HU Yiangers of a size specifically designed for the ` ' a. Provide 3/4" 'thick, APA rated plywood sheathing 4$ '2Q ; shall be in accordance with the ACI Manual of Concrete Practice. member supported, as shown in manufacturer "s published tables. � r exposure 1. � R�� S� , S 7 . }�. Except where o'therwise noted on the drawings, reinforCing bars . ; �t shall conform to ASTM Specification A615-79 and shall be � STRUCTURAL GLUED �LAMINATED TIMBER: � . - - , minimum grade 60. � a. Materials, manufacturer and��quality control shall be in . ' At splices, lag bars 36 diameters. At corners, make horizontal conformance with AITC Product Standard PS 56-73, "Stru�tural ° � bars continuous` or provide corner bars. Around openings and Glued Laminated Timber" . � , r......�..._._______F.__....._�.�_ ..,..�._ __ __ _ a „ „ se.P� _ W steps in walls provide 2-#5 s extending 2 -0 beyond edge of , b. Lumber shall be of such stress grade t� " �� 5� ' . 5 �����Y' S�' �9 ` provide glued laminated A do P TD , ' o p e n i n g o r s t e p. - ; m e m b e r s 'wi t h A I T C c o m bi n a ti on s y m b o l s 2 4 F-V 3, un l�s s n o t e d , ' 0 T 1� ' q - c�. Except as noted on the drawings, minimum conerete protection � otherwise on drawin gs. � � J—����G�A J V �4 g - p p�, pp� g �—� !'��l�L D _ � for reinforcement shall be in accordance with ACI 318-83. r � c. All members shall be Architectural Appearance Grade, unless ' 6111Gx40�1f�,EL B�AM � OIJ 2-2�40(�EU�D�� � n � . ;� � �14�1��, IUG�G:UT D�F�R , . welded wire fabric shall conform to AS�M Specification A-185 , indicated otherwise by the Architect. . ��� �pp,�,�,� , �q�l --- -.----- _ - �_ � q 0��5E11M��E P09t�H 510E , x F � 5�1P'r?�Rt ' • s _ I � � � d. Adhesives shal]� meet the re uirements for wet conditions of- { � ° ; ti � � ST UCTURAL STEEL: z service. ` � ' � _ ��""�� Jts15�e'L'-U o,G. � �. Structural steel members sh�ll be ASmM A36. All bolts, � e. All members shall have no camber . � Z ?�4 � � including anchor bolts, shall be ASTM A307. i , -- ' ,� - ' � , � •� �D ,-_ � � �. Expansion bolts shall be approved wedge_type•withnthe following . � BACKFII�LING: �� �c� I , � ; minimum embedmknts: 1/2 dia. bolts 2 1/2 , 5/8 dia. bolts - { a. Do nat backfill against retaining walls until supparting Y �� � � ' , ' 3" ; 3/4" dla. bOltS - 4" . � { elements are in place and securely anchored, or adequately � AW�� c. Adhesive anchors called for„on the dnawing� sha11 be glass � � shored. , ' ������� � � ��f ` -- W�LD � capsule type such as Molly Parabond or Hilti HVA anchor b. Verif t e of fill with Soils En inee� and Structural En ��� � � �� � � Y YP 9 9ineer � ,� � ����1�11UO11r t -� — ' � systems (or ap�Sroved equivalent) . Minimum embedments, if not : prior to backfilling. � ' � T� i ` # specifically indicated on �he drawings, shall be according to ' � , , ' --- ' — t the manufacturer �s specifications. � GROUT• ' � • NJ�(�x� 51�1,, �E�N1 -� � c�. Al1 welding shall be done by a certified welder. , � a. A11 grout beneath column base plates or steel beams "at bearing ' � e . - _�� . , � r � - - -- - - -- - - - - - � � � � � "` ' shall be non-shrink, "Embeco" , "Five-Star" or equal. 2-�4��K4'�(�(s BOL,TS ' �� � c� _ � �_ 3 x S �ARS � 3 � , , - � __ � _ y . _ � _ �"x7%N.l -LAN P�6T �' �, ' ' � �y F . ' � r O � �; �, , ; • . � � 5 , , c- 3�„ � RuN cs oH 12�� CTRS , � . ; . .q8_ . � � � r . 1 � � . _ i ( 7 N ��(�jr �r�N ` � Bui�t-up post above, RE: S7 °� � � ��� 7�� ������������ , S�to�.t� ��`�� -� � � 8-�o � for sizes and locations. - -� � , . . . . . --- - , • � " t N � 2 x 6 top and bottom plate ( Sy�.M,��,uG�_� � s___.. ._w�._,5.,__�.._.«,_.....�_M____....�...,.._�_.r_�_.___ _..�._..�., _,__} , t ' , � ,r � _ ' length as required for tight f i� �� °' ' ' • — 5 �T�� L 1.��A� C-��� �G�I O� ` ' between adjacent jaists. I � � - _ - � I F�-� IJAU..S'T'D - - - - __ , I F�' 'x5l�i"n9" �Z` _ �'- p � ��t S � N r = W�-�/ki"� .t ) Materials sha11 be Doug1as �' � � �.- 4-1��2�ILS,� � 13 ��5� o� pos't' � ST�E1����M D�Y�,�� LADDE� DET��L. ; Fir - LarCh �2 ar better. , � �i � /� � �0. 7HRU x PLA s� � ' ` 1 11 ' , � I �1 � � 2 x 6 blocks on end provide P '� _ _ I Z = I-O � �E. S4, S� 2 = 1 -O� number and locate as required � � �O{Z UNITS $,��f�J� K built-up post above. � -. --- � .� � _ - - < < � , a � � , ' ' �1`p . J,Z. F � s'X7� " U� P05T ; . � . p� , � � ���� UlTGx p�OF , . , r , r ��RiW O .��OR , , � �z- x+SK x �+ 2xCo �UILT-UP �a5'T' _G"2�G$LJILT- „ _ _ ��3�'PoST _ s �`H � ,�T, AIU}�' ; i � �; �IDfJM601. - - , M �1��T �.���L � ; 4p � x - � : �������� . 5 LSI LZ'- UP PoST ' . - ' �4R A . ' �oTTOi�'dO���H�� � No SCALE � R�. �4 • ; • , f � _ , , _ � �oT�'L�T� - ; . , , _a ; ; � ,,,o �t\ �a o�� ; ; _ _ __ - _ _ . . ,` .. � ' '�" �__'..- _a.. .�z.�`[ �� . . ���d �\ 1 s -.+a_.. –r:..so..��—...L.i.°.. � � ��► � �� � R� �.�r�v.,,.y�p� ' • � � • { � � .P�ArJ Nj � .� . � _ _ � ' � M _ v�� � �•��w�w4sr� ?�\� �'iti �� f w ....aaL�rVa�ti'��.1►���"V"ti►!'Y���►�'r .Il� 1 � �L U- LAM � ����.T- U P Pa ST f M „ �,.�......�___�.., . _ �Z° a �'-O j R�� S 4� S� i 3�Sn uu__�,_ , . - - - � � _. . � _, . Q� � y �� � � ' __.—__------------ --- � � �C .,� ��� ' _�--___.___ _,� �..�_..m�..,.....-- - -- ---- �eUJJ! '�^ . �` , t 1 , � '�� � �j�!/ �j� O / � ____,T_ _ _ _. _ �] _ ' - � s I �� � � � AS � o� poST 5`a � 7i CaLU �. AM ���.• P��'���. _ _ � � �� / ���,�.� ~fic►�'� ,�� � ; /./ =a A' ` _ .i�'- /� ' �9 ` ` ' �, �y2 3 34" — l'-o �� . S �, �c`':.,+t� �,�o n �1 �9 � O . N , , ,// / 7v L�"y �� � � � , : . I = ��4't � �` � � � � �: �`` a � \` . . ya�Rr�`���s�;�l..�. F�oN � a a� :, ,,�� - , �-�p �*� � � �- N L L`L � � \�m. � ���� � ` ' S1ZE 1.�5 fOtZ �"� � e � -•. �+. � =� � 1` ° � 0 � � , a �Ol.?5- <<( ( � - - - - - - - - - �►�f� -- - - ,� ;' �9° _ , , , ; � � �o� � ' 3 _ 7i�tlo AtJC�1..E5 P�uNrf � << , ���� � N � � ' � _ - 3�� � - ��� < < f' OT�1' 0 I�i�T CH 1'OVy NH 0 ME S Vai� � Galorado 4"THICK�L (yGu • < � , � � � �v l � � y��PS011� �R _�hr \ ', : / �F�RONI N4"'TF11GK��%�� � r 3�/'�"° L PAI� C>F . F� ' , \M � w _ � - � - ' ' ' ' , ; � � o,�E s�uv�.� � uurr � �� � ��" � ; � �` �, � �yzM� �T-r� � � � _ M _ _ . _..��. �._ - �� � _ � 0 T�T 0 �A T C H T 9 T L E : � . , , . , ' Au ��� , a �� - - - � - - � - -� - - - - - , _ . . _ � _ � a_ _ - f ---- � T�01N N H 0 Ht E S _ � . . ;�`� ' � . , _ � �i� � � DET� I LS . � .,,,�. „� � � , f'�1f� TIVEt� SHIP ._ �� - , G Sr ��� sA����.E a SrT'EEl_ STRAP � ST��.� ANGL � Always refer to architect•xral drawings �vON CENTEP - � ' � R� /a Co . 3 � - O j R�� l��0 3 = t � � f or conf irmat ion of desig� and dimensions. � B LD G 3 = -� � � "_ ' '' 4- ��; /�� Resolve any conflicts via written author- iQVON CO 81620 � ° ' ization prior to proceeding. , �� - - - � - . T�L 303 999-7979 , dr�wn b �Ef�1NIN BACHRACH �� �LY '9 Q� � � , .,,,e•i"1��'t��x _ _ � ' ,_ :dt°"'w�* + ' - , � � ; � � �f - . ....,, , . LEGAL DESCRIPTION PARCEL D ' " a ` `�� Vai� �'^�" -dLO Patch, according to the map ' � ,' � � ' That part of Lot 6, Bloak 2, , , - . � , , , , ; � , , � thereof recorded in Book 233 at Page �_ � in the office of the Eagle County, LEGAL DESCRIPTION - Parcel B + , , � LEGAL DESCRIPTION • pqRCEL C _ , - - h _ , . ' Y ` "�'� LEGAL DESCRIP'�ION `F�arceZ,A .�,-�- r ' �, , Colorado, Clerk and Recorder, desrclbed as follows: That part of Lot 6, , ' . ` � - ' y^ - � "�+ - �� �'�+�--� '� • �' � ;y -�' � 4Y�-' �'� •~� ' That art of 770 Potato Patch Drive Condominiums, accordin to the ma Block 2 Vail/Potato Patch, accordi�g to the maR ` " � -4 k'� e�5`'`"� P 9 P thereof recorded in Book 233 at Pa e 628 ln the office of the Eagle County, ,, ,, k , � �, �� � mencin at a point of compound curve on the northwest line of sald Lot g '� T�se p�xtions of 'Lot 6, Bloek �, Vail/�otatoT Pat�h,r and �70' �'ot�t'o ;Pat�h.��� ' R . t, � , Com g Chereof recorded in Book 350 Page 903 in the office of the Eagle County, , Colorado, C�erk and Recorder, described as follows• � � brive Condom�.niums, recorded in Book 233 =at Pag� '6z8 and fiook 350 at Page„ > >af ;"^, • 6; said point being at the end of a 40.39 foot long curve ,tandha chord Colorado, Clerk and Recorder, described as follows• , � ' , r ` o � �� 903, respectively, in the officeecaf the Eag2e �ounty, Calorada, � ' C�,erl�'�n�.�r °.�: having a radiu�s of 4' E 38.73 feet,cand the s ar� of a748803 foot long curve � � � , • f"� ,, . � '� Y .' �A''+ R�co�dar, dese�ibed as a wY�die �ag -fol].caws,: _. , - �, ,,�r, e;�,; r Commencing at the most northerly corner oE 770 Potato Patch Dr�Ve , � ,.� , , that bears N16 20 3 a �.adius of 70.66 feet, a central angle of 38°56'32" , Commencing at the most northerly corner of said 770 Potato Patch Drive � Condominiums, according to the map thereof recorded in $ook 350 at Page ''_ � �' � � - � ° � � "F�' � _ 's �;` ' �°� ` s � to the right, having a , �,�E 47.11 feet; thence, 8.69 feet along the Condominiums; thence, along the northeasterly llne of said 770 Potato Patch 903 in the office of the Eagle County, Colorado, Clerk and Recorder; Beg�nning at the httls� nbrthe��ly �orner -of ,said 770 Po�at+a P�.tGh ,,Dri;1;�� �; � � ��_ , and a chord that bears N64 28 1 , drive Condominiums, S14°13 13 E 74.28 feet to the True Point of Be inning; rc of said second curve, having a radius of 70.66 feet, a central angle 9 thence, along the northeasterly line of said 770 Potato Patch Drive Condominiums; thence N75 38 06 E 16.00 feet; thence���5.01 feet 'along `the ` �"+�, ' r � thence, continuing along said northeasterly line, S14°13'13"� I5.26 feet; Condominiums, S14 13 13 E 27.50 feet to the True Point of Beginning; � ° o � �� ar� �f a curve �o the right, having a radius of 59.21 feet, a central angle of O7°02' 53", and a chord that bears S48°31'22"W, 8.69 feet to the Point thence, � , ` i� departing said northeasterly line, S65°11'54"W 21.34 f�et; thence thence, de artin said northeasterl line, S87 42 15 E 20.09 feet to � � � � �� �0.28 feet along said curve, having a radius of 70.66 p g � } o , �� , ofF'33°52 54" , and a chord which bears S87 23 59 E 34.51 feet; thence < <„�: � - of Beginn�ng; thence, o � �� N24°42'40"W 15.00 feet; thence N65°11 `54"E 24.12 feet to the 2rue Point of point on a non tangent curve to the left; thence 16.85 feet a�ong the arc� � ° � � � feet, a central angle of 16 26 38 , and a chord that bears N60 16'08 20.21 S70 27 32"E 6.55 feet; thence S46 57 37"E 26.32 feet; thence 116.56 feet ;°,`kF � Beginning, containing 341.1 square feet, more or less, of said non tangent curve, having a radius of 28.00 feet, �. Central angle� along the arc of a non tangent curve to the left, having a radius of 275.00 .� ��,.a;,�, ., x�',. , � � feet; thence S21°28'O1"E 94.00 feet; thence S42°58' 41"W 11.00 feet; thence �u� ' S86°52'24"W 10.62 feet; thence N21°28'01"W 92.50 feet to the Point of � � .of 34°28'59", and 4a chord which bears S18°14'27"W 16.60 'feet; thence � feet, a central angle of 24°17'03" , and a chord which bears S70°54 ' 31"E � .,,%` � " containing 0.0440 acres, more or less. / • S�02°32'43"W 23.67 feet; thence S13°05'49"E 42.00 feet; thence 21.13 feet ° 115.69 feet; thence N85°19' 49"E 23.38 feet; thence S70°27 '32"E 10.93 feet; �y ,� �_� A ; � � BeglnnYng, , along the are of a non tangent curve �o the left, having a radius of 30.961 ' thence 54.�7 feet along the arc of a non tangent curve to the right, having , ', ` ° r � R=376.14� �� feet, a central angle of 39°05' 50" , and a �hord which be�ars S33°45'28"� a radius of 30.00 feet , a central angle of 104°02'08", and a chord which y �x�:; �:� � n= 25°b4 4! 20.72 feet; thence N79°44 '24"E 8.67 feet; thence S10°15'36"E 6.50 feet; bears S66°37' 51"E -�7.29 feet; thence S82°38'29"E 19.00 feet; thence r.""-1 - L� �TQ,�1 � thence 14.15 feet along the arc of a zon tangent curve to the left, having , N15°OU"56"E 17 . 54 feet; thence 3.65 feet along the arc of a non taiigent },';,;'�,;, ~ ,, ' , CH= $ $3°06�OT��E t68.66� a radius of 30.96 feet, a central angle of 26°11'02", and a chord which curve to the left, ha�ing a radius of 7. 50 feet, a central angle of � °F� � ' R�70.66 � �, � � bears S86°34'53"E 14.02 feet; thence N80°20'38"E 55.99 feet to the_ � a l o n1 ,t h e �a r c o f ah n on t a n g e nbe c u r v e69 o5 t h e 8 r i g h t 6 h a v i n g ahr a de u s2 o f 9 2 2e 5 0 Y • � p' 38°5+6 32 � t hence t he - J o , ' o , �M ` nort her ly line o f sai d 7 7 0 Po tato Pa tc h Drive Con dominiums; ` �, � 48.0 3� f o l l o w i n g t w o c o u r s e s a l o n g t h e n o r t h e r l y a n d n o r t h e a ster l y lines of said ' feet, a central angle of 58 32 07", and a chord which bears S57 57 '35' E , � �� 770 Potato Patch Drive Condominiuns: (1) 575°52'29"W 87.00 ' feet; (2) 22.00; thence 23.31 feet along the arc of a non tangent curve to the right, � CN N 64°28�17�� E 47 ��� � ginning, containin having a radius of 35.00 feet, a central angle of 38°09'33", and a chord ;� ,;; N14°13'13"W 119.54 feet to the the True Point of Be g � � ---�� ' 0.026 acres, more or less. whi,ch bears 505°10'25"E 22.88 feet; thence S88°44' 23"W 102.00 feet; thence , � '_ � . � \ EDGE �� PAVEMENT R O T ' 2fi.96 feet along the arc of a non tangent curve to the right, having a �; ; ° , '�� _ __- -- - -- , __ , radius of 30.00 feet, a central angle of 51°29'17" , and a chord which bears + , , � --� � �` -- A 1' N06°12'll"W 26.06 feet; thence S85°19'49"W. 22.20� feet; �he�ce 125.03 feet � 1 � 10 Gl�tP � � �� �� ~ � , 0 along the arc of a non tangent curve to the right, ha'vzrig a rad�.us of° � ;���, --- ~ `'� �� � '�"� 295..00 feet, a central angle "of 24°17'03", and a " chord which bear� ' � � \\� � \� i � � l N7^0°54'31"W 124.10 feet; thence N46°57'37"W,25.28 fest; thence N70°27'32"W` �_" �,'��� � � 1 � \�� � \ � � 3.45 feet; thence 20.24 feet along the arc of a non t�ngent c�rve to tilz�`,�� � `�� � ......- , _ �" _ _ _ _ _- A � , � _ v , .� h ' � '� '� o A ^ \ _,i�`---,\ �, �` � `� � �/ left, having a radius of 28.00 feet, a central angl.e o� 41°24'49", and a s, , �, \ \, � i ¢Iti �CAP L S 11413 ^i o , . o � �. ` � rr�v' E t.EV = 3436 J' P�B - , �`''�� ,x.......� _ __._.______._ � , ` � � , - � T (,' chord which bears S56 11 21' W 19.80 fee�;, �then�e N87 42 15 W 91.54, �eet; ; : '"� `� '�� �`�""�.1 _ , �� � ` _ � I `����' ,-� z � � �/ thence S50°26'02"W 9.38 feet; thence S78°41'48"W 48.02 feet to the easterl� � y `� P ,a1 �4. E V = 85C3 I' � 4 . �..\, � � �� � " '- �, ,�,...�_,,..... - , {� � 0 G � ,.-- `""�---- _ !-' �� . `p"Q` "`�-- 20 SE� E�AC+��\ ,� ''�� _ right of way line of Potato Patch prive; thence, along said easterl right , \ � � � of way line, 36.51 feet along the arc of a curve to the left, havirlg' a "'j� • �y' � ' � M �"=""`a�"'°' � �`l � \ '� ' ---_T � �� � " radius of 104.76 feet, a central angle of 19°58'O1", and a chord wh�.ch � ' t }'", \ � _ \ i,.' w' . , , � � , � - � � bears NO3°46'38"E 36.32 feet; thence,, depa�ting 3aid easte�'ly r�ght'of i��y ' '� ± p _ Q�c�$tF � � ; . • ,x � , � ` �- � � � T �,��� \�-�, '�-� � / � line, S81°31'53"E 20.83 feet; �thence N86°25'09"E 96.15 feet to the Point p- �7 !t� �4 f , - � . , � ` , � '� _ E� of Beginning, containinq 0.261 acres, more or less. 40 39� � ` " ` � � _ _ ` _ - --___.._.-�. � t� j��� � ' � l = „� n _ � _f � , . �� --- - --- - - - ------- A�r�U v R�U� I` �� ��� 4 O � ` C N = N t f`2 t 1 3� � � � " ._} . \ ".---�� `L � CN � _ , . � --,! 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' 11 t,41°24'4�" 28:00 20.24__ 10.58' 19.80' S56°11'21" W_ j TS _ " O� -_ -_ -� __�_._ , � - - � a• , . � � , o . � o . � , _ E �SEMEN , % z�;� ��� , �� � 12 39 05 5t1 30.96 21.13 10.99 20.72 S33 45 28 E < , � �;�- � ' °-�� � 13 26°11'02" 30.96 14.15 '/.20 14.02 S86°34'53"E � j ` - ' � , ; � ' *'�4 14 `34a28e�9" 28.00� 16:85' 8.69' 16.60' S18°14'27" W ' , � , . � � � ,, ,_ , , . , , . POT � Tfl� � t'A � rT Wi�H _�. , �;. . M.E�v �d.; � , _C- 4� �.N F� :r >>a..� �- H o .� _ .�� , ��� �:;��i . ,.: -����, :.., __. � , . , _� ,. $s � �� w � ' ,` , r , � . . �,}.� "� �,,,� �� . - ,f , � • �.^,�, �'� ,r� `�;%. , 1� E �H����E�.��f �., rky{. ;�� . . , -- 770 �' OT��► i0 �' �TCH�- -D � .y s ` , } � , :: ��` . �- � ��, v � . � � � J U LY 9 0 . y , - . , k � . ,. � �;�, ._, :�� ���, h ' ' � - ��,, � -- �� � ,:'r' , ,, , . 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PHASE� III` � - � ' - � PHASE I � ' , _ ; , _ j t PHASE IT � ° � ' � ��� " ' �� �'�'� j ` PROJECT START FINIS�I- � PROJ CT START FINIS _� , � Has3.� �aa� �� Drivowa � ,'' 5 rin �99� sumni�� 3.992 ` ' . � � - � Basic Road & Driveways Summer 1990 Fall 1990 � A ��o�"�l�i � " ' S ril�g 1992 8pr nq 19�i3 ; Basic Road & Drivewa s Spring 1991 Summer 1991 ' 'a Townhomes Summer 1990 Spring 19 1 , , , � � i�an�ie��a�__& an �rs r ng a7�I�3� _ , � Townhomes Spring 1991 pring �3'�' ' , � Landscape & Planters Spring 1991 Sum�mer 1 , - , B 8�C 't R �r D , 5 r n 1933 $LiINQBr 1993 .� Landscape Summer a SURVEYOR ' S CERTIFICATE � j ac op 1 5 \ ' B ac op & pring 19 ununer , t t � D�'Afri�t e - D •mol Sh GrAR) S r lig 1992 F81 -1992 � z , Stan Ho feldt a Prof � � Trash Enc 081,1rE3 Sprinq 1 93 11AlAit?r 1 9'� F � \_ � g , essional Land Surveyor registered under � ' - , �� �' M � ` � ,n ���� � � 1 �iv the laws of the State of Colorado, do hereby certify that this - w ' � �� » , �� ���� ,'• 1 � topographic survey was made b me and under m �, � � � ' . � � � � Y y supervisio�, and � , _ � , ' ' R-376.14� � that the survey is accurate and correct to the best of mZt , � , _�..,.,. _�_�25-���.4Ju,��.«.__�__ k n o w 1 e d g e. - , , • _ , o � n _ ' , � � , L = 170.1 I ' - -� �� , ` ' � ' R=70.66�, „ � � CH= S 83°06�O7��E , 168.66� � , � . � , ; � , , - � , , L�= 38°56 32 ' - ` ` ��,-- � , , , ' , � L = 48.0 3� ' ` , � , � � � Da t e --- �-/�= 90------ - .,_ ___ _-_� , , ' ` o � a � � _ ' � � _ _ - - � Stan Hog eld • ----------- . - , , � Colorado P.L, S. 2�6.�'98 � � �N E , 47 11 - � - , , . = - ` ' ` , , ` L � .; , � ' ' EbGE OF PAVEMENT ` , p O � , ' ' � ° . - . 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"` �'�� S I S°I' 3 4"E . � �'v �q�, � - ` � � � � �� — ___.-_ - - -- - - __ _ ` � � -` —. � -_.. � ,. .� w,.M.,..�.....�....�.... �....^,...�...��.r.:. � � —_ � ��-���.����� ��~- . - -�" , ' � 0 1 � A �,, , _ - - " _ _ -- - - -_ ____ _�-- ____ _ o ��. ;,, ~� � -� .. -�-. � ��1 � ' • ( � 1 \ --- �-- -� " ---�" - -__ - - --- --_ -` - -- °° � t � • -�a±#� ��.�': `�.�, y �\ J� , , --- � �� �� � `� tN� �Q.2�� ��" - , ' � 4 '7. ----- - -- ---- - _ -'_ —� --- _ � ,\ . , - , ".��;. . ,. ` ' , � 1 - --- -- -- ---_ -' � =J - -- ~-_—K - "� , ` � , 1 � `-----_- ' I , - __ RETAINIf�G WALL _--- -'--------- ME S_ O �� " ' , �, � E N C L��SU R E \ 8 4 9 O __.__--�--�� - - - ��SE N - M H _ _ - _ , t � � __ _ _--- --- , � 2 U�1�'1?Y' �� , • , , � `� - -� ._� - - - - 11 4 , 2_0'_ w `, , . � � . , z � � ' , ` • , K • 5 'Z � 2 9 • w C�N.��Rg�N75o 53 2 \ � r , , � - - — � � j - � � , � S? 5 , = - �� � EXISTING BUI�DING � �I� I � � � , ` - � � , . � - ' � � ' � � � � � ' �sca�E i" = 20' � - � - ' ` � � ��� L�����' � ��o �8 � , � _� - � � , � DATE OF SURVEY a /6 /so � ' � ' � � � � � � � � , , , _ -�- P H A SE I ,; 7 70 POTATO PATCH D R IVE � �� , _ , o � , , , , � � r ' ' � � - _----� ' � " ,�-____ ' ' ELEVA71O,NS BASED ON SEWER ASBU�ILTS � U� . � - ' � , � EXISTING � . _ � , , � BUILDING M - , , , � � , � ` , � � F , ' � r � , - � \ . � � . � � ��� '� � --- --._..,.--^. - �._ ,__._�__ -,--.__...T.�.__-_._..y__�__-�_._.-� _' ___ "' '�_' i � 1. � L " � � _ � PH�SE IV ' ` - � ; • F � , � �ROJECT START FINISH`_ _ , � I' OT�TO f'�TCH T0INNHOMES Vail, Colorado � , � Draina e S rin 1992 992 � �' �r ' � ' , � , ' Earthwork Spring 1992 1992 � . Lan scape spring 1 al 39� l�� T�T �'A T C H T I T L E • � � � ;�st- ��, �r . � i' 0 0 , . . a- . . No^ICE: � �,,,,,��� T 0 V11 N H 0 M E S _ _ __ _ , , According to Colorado law you must commence any legal action based upon any def ect ���� ���N � _�__-__=__=_=T'_===:=_=_�=_-_=='==-_ , � ; ' in this survey within three years after you first discover such defect. In no event, �/''� 1�� T N E � S H 1 P � ' , ' may any action based up�n any defect in this survey be commenced more than ten years � 41199 Highway 6 &24, Eag(e-Vad ' � i � � � from the date of the certification shown hereon. nVON C ENTE P� B LDG Post Office Box 123a ` � ' , � Edwards, CO 81632 f ' � ` .� � - AVO N C O 8 I G 2 O � � ` - � � � � � { � � T�L 303 999-7979 - dreiwn b :EI�V�IIN B�►CHRACH � ,J ULY- �,'9 0 303-949-1406 , _ � GRE6 SKINNER APRIL �3 19 0 , . , -,�� �� , � i - - -�- - • I , � t ` _ `" _ �1 GENERAL UTILITY NOTES . �� , � � � 1) All contractors are responsible for verifying existing conditions and ekisting finish grades. j ` . ` 2) All contractors are responsible for determining the location of ahd avoiding damage to the water 1 : � '% � and sewer lines. Water and sewer are shown on UTILITY PLANS (C-2) . ± , f--`� � " 3) All contractors involved in the installation of utilities shall be responsible for making their . ' w r-- ,_ � .- own connections to existing services. --� ' 4) All contractors shall be responsible for their own excavation, bedding materials, compaction and ' backfill . . + 5) All contractors involved in excavation and/or installation of utilities are responsible for � ' � determining the location of existing u�ilities and providing them with adequate protection. If ' ' there is any damage to 'existing utilities, the contractor causing the damage shall be liable and , , pay for a,ll repair. ` ` ' - ' y ' 6) Exterior lighting shall be installed by the electrical contractor. The exterior lights flanking � , each buildzng �shall be wired to the common mete�r locateci_alongside the individual unit r�eters on � ` BUILDING R. The lights flanl�ing each building shall be controlle�i by a photo-electric eell sup- , `� � � plied by the e�ectrical contractor at the common meter. For exterior light fixture type,' RE: P-5, ' � ELECTRICAL FIXTURE SCHEDULE. Exterior light fixture must have a concrete pole base,, 18" minimum . high, above the finish grade. These bases are the, responsibility of the electrical contractor. ?) Eiectric service line requires steel conduit @36" minimum depth , by Holy Cross Electric, to trans- � former only. Holy Cross Electric will provide elec�ric service to transformers. The electrical t contractor shall be responsible for insta�llation of electric service frqm the transformers to the • electric meters and within the buildings. Service within each building shall be installed in PVC ' conduit in a common trench, 8" minimum depth below bottom of slab. Stub up at bearing partition wall at rear of garage, directly below electrYCal panels in laundry room and run service through ` flex conduit to panels in indiyidual units. , , S) Cable TV lines requires 2" PVC conduit where it �passes beneath black-topped road and driveway areas and underneath building. Electrical contractor is responsible for furnishing and installing this 2" PVC conduit. Heritage Cable TV will provide service to a TV pedestal near the endwall of each � building. Electrical contractor ,provides the cable to run service within the building. Instal- , � � lation of the service within the building is the responsibility of the electrical contractor. � \ � There shall be one line to each junction in each unit and then a separate line to each outlet in ' each unit. The electrical, contractor shall provide a conduit to protect the lines where they pass % through the foundation wall. Lines to individual units shall be installed �in the joist space. \ `'���1 9) Electrical contractor to pull wire through conduits and prewire individual units. Electrical � \ \ , , subcontractor shall furnish and install 2" diameter conduit �with sweep 90's and fish tape wire from telephone enclosures to MC-10's at each building and one 3/4" diameter conduit with sweep 90's � Z p0� and fish tape wire from MC-10's to individual unit primary outlet. Each building shall have an � � q r� bsC-10 at exterior building and wall alongside electrical meters; MC-10's will be provided by Mountain Bell . 2" conduit shall run 24" minimum below finished grade and shall be terminated and -' �� \ - �� 'r taped 36" above grade at MC-lU' s. 3/4" diameter conduit (one per unit) shall run 6" to 8" minimum • - ,��,,�- �. � � C H p� below interior floor slab and shall .be terMinated and taped 36" above grade at MC-10's and ter- _ �-+— y''' `�`��� / � minated and taped 50" above slab at individual primary unit outlets. Primary outlet at each unit , �Q�-�- .__ �� "�;*; � � - shall be set in duplex outlet box 52" above floor slab. Locate in garage side wall nearest stair, € � --`� � \ � ,I C 6 '-0" from garage , back wall . • , � �, \��_ �� \ ` II � 10) The Utility Plan is for guidance only. All utilities are to be installed in accordance with pre- \ � �, � vailing codes, and to the satisfaCtion of Shapiro Construction Co. , the Town of Vail and the . � � � � - \ �- �� � / various utility companies. � � � , �. j _ � ` , \ � l,� / ` �'�\ -'' ' , - � _ I � �\� \ �' � I �� ' r , � \ � ��� 2 - � .� � _ I . , �� �� � , I � ` � � � �.� J, , - - t �� -- \ � 'r -! r\• y` / � ltZRt�AT�oN � \ -1- � % ^� ,�`——-- �\ /-' � �_ _i � � \ -1- �'- / � Z"� \` \ %-' _" ° _ _ ` , \ 4 , . . �\ �"%�i �� i:� ��� � �,� � . � � \ -1- � ��� �\� � �1-�—_ _ Z � � a-/ ��' ���� N�W S�CD�M \� `_'_ '%� WArCR .� ' '�'�'�-,...,,..: %� ���' �RA�r.� 1 N c-�T F-, �\ ' ''�-- R C A r�o u T S � � v �_\ �'i� , � i' \ + . 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TLrzw„�sqL p— -- -- p�o�tG � � �[�:�r^��t� AL �—+ -+ `r�f C���� • � . _ , , � �' OT�T O f'�T CH T�Vy �JH O N�E S �lail Colorado a . . , f � - • � ` ��� .�. L. SH �A (' IRO � C0 . TITLE : _ . + � , , , . _ . - � • , � Dra�v � r 1448 �E�xTE1�lOt� UTILITI�ES �► � � , � � � } - ' A � LOC�0.TION PL�► N � � � V L CO 816 58 _ , I"_ = 2Q ' - - t � - . - � . 3Q3 47' 6 3577 . drawn b :E�IIN BACHRACH . 'JULY� ��JO . - ' .�___�_ � , • ' � � ��, ' 1 ' - _ , � • � , � , , . __.�...���C��T� � 1 A G.. _ -L l �T" ____ - . . . < � � QUANTITY SIZE DESCRIPTION I , < � ' . :: - '�� 6 ' - 8 Blue Spruce � � ( Picea Punoens ) , � i , � � Z �� 6 ' - 8 Lodgepole Pine , � ( Pinus Contorta ) ' , � - ' / 4 J 6 ' - 8 Engelmann Spruce ; SURVEYOR � s CERTIFICATE `� ( Picea Engelmannii ) , � I , Stan Hogfeldt , a Professional Land Surveyor registered under the laws of the State of Colarado , do hereby certify that this _ . ' topographic survey was made by me and under my supervision , and _ _ ;f 3 � :41Ug0 Pine that the survey is accurate and corzect to the best of my� � � � R = 376 . 14 � ( Finus 'dugo Mughus ) knowledge . n = 25°S4' 41 �� L- _ � '� • � � � . Quakin ; Aspen � - . ' � . � R = 70. 66�, „ ' ;� � CH = S 83° 06� OT �� E � I �8 .66 :! 2� � � ( Fopulus Tremuloides ) ^_� p = 38°56 32 � Cal i � �a t e ---�-�G=90------ ------------- _�_---- --__..._ L = 48 . 03 � - " " " CH N64 ° 28� 1T " E , 4711 � . ` . � stan Hog eld As Avail - 3 Bu h Cammon Lilac ( Syizinga Vul � aris ) coloraao p . L , s . � 6 �� 8 � � � { able 3 Bu h Cinqe Foil ( Potentella Fruitico5a ) , EDGE OF pAV � MEN7 p � ' � � 5 Bu h Rock Mountain Juni er ( Junip �. rus Scopul . , _ _ �� os-- � _" �tirt" _� _ _ _ � - 4 T q �r>:.:..;�.�::::::-•••�:: i o cM p , ' , .,- �- ..� ` _..,, ,�„_ -- — ` _ '- _._. T � ' ;;:"`;,,•';.:'':;';';'','.: f 6 , 000 s q . 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ENCL �SURE � � ` -- - _ , — --- — __ _ ---- -'""l..- `� "� � ,� � , O 2 O, t��►tW � � , — � _ — ._ — — 1 E - 2_ , 2 2' \ �.�� ~ 5 2 � 2 9 . �� C�N,� ERS�N15o 53 � � �j � � -- ' � FxISTING BUIL � ING y CJ ` �- � ' ,_�--" � � �_ _ � , � SCA L E i " = 20 � _ - '� ~ ' ` _ �. _ , 'o — DATE OF SURVEY � a is iso ` - � � P H A SE I , 7 70 POTATO PATCH D R I V E � � , , . - = o ' � - _ - - -ll „ _ , , ,- - -_ ELEVATIONS BASEO ON SEWER ASBUILTS � "�� `�' , EXISTING � , BUILDING � _ 1 � F + - , � _ � � . � � � . � � T � TO f'� TCH TOV�INHOMES Vail Colorado � , � O f ; , , , F � p • « ' � � � ' p ��� �' OT �i�TO �' ATCH T1TLE : , , � �orZ �E : i � TO � � HO � ES SIT � PI� A1'� � � # � According to Colorado law you must co�mence any legal action based upon any defect + W _ _ � __ , - � � � �� r� T � � r s H i � ___ _�_ _N M � __ � � _ ; _ : --= - = a = z _ _ ; = : _ = in th2s survey within three years after you first discover such defect . In no event , i � . � 6==� � �:_=_ _ _ �_ : = _ _ � . � � � _ _ _ _ _ _ _ _ _ � � � . - . , i n � �� � n � � . ° ° �-� — " ma� any action based upon any defect in this survey be com�nenced more than ten years f nv � N � FNTF f? R � n �� , l `�.._.. � 0 � o Q o � o � o o ° � �o� M#' J� o . o ° Q o 0 o � � U e 0 0 n � p 0 _ 0 � 0 0 d �o , . , � 0 g`FF7 '�"k�b 1.�4�1�c.�o'�'� �I��� � _. —'.� � . � N r �p g�g -���a i ���� �M�� � � �...,d` l�' �� li�' �..,�' �.�- 1�' (O C'� ��2��L �!-°�� �G`�� Iv� � � �'� � i �' � ��Z� = I'-o�� ��� �*�. 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Juu�a� ��u��� �� �. �.��.. -.,, � �.���� v,� �, �� -� s. tJ � r„G. �i�iv�p �,o,,,�,'�,: �,--��� ��.,d.,�., _ �� -� � p i � � �� � r°,�.;� �/ ��i�Jl� �-tu.�~ � � ��� � � ,°� �' ��•� .,t,lo�y . i� • �y t�Ii�-{�.J� 1 � k� ��wl� � �' � ��'� � : . �' k-�-� � � � ��/� , � � �r � �:�„��� _ , � { 4 � 1 � � v I , J � � � I 1 I Lll Ill _ � _ � � � � - _ - - , - , , _ - � � � o 000 00 � / / ,� , �, � . . � oo • � oo , � o O � % � �. � � � . � � � ,� .� h .�- o� . _ ' ; � , � C./� "� I G���'�-`� ��-����� � � � � ��. . � � - . � � . � v,l L,5 �kQ Q l,�' S L I T c � .- � � ���'� �'�r��� p � I �I � �I ►�� � � �� h�, �,� (�i �'� b,� �� ° ° ° � � ° ° ° o / � " �o� A� u�L �iz� � � �I��� o� ��c� � �� T �� � . o . � � .� �f � 0 o O • � .�� � � � �'L��4 O O � , �- ��� I � � � � o � �� ,- , Q a o G % , � , o � � , � - . � � �`��—.g�— ---z%� � . � � , . � � � � � � / / � . � -- — ,; / / / ` / � ��^ `°y _ t i� • � � �� �� - ' �' OT�T 0 f��T CH TOW NH 0 ME S Va� lr Colo���� - _____ . . � I . � , . ,- . . • ' i � — ut�l �fiy �as�m�nt � �. L. SHAf' IRO � C0 . TITLE : ' Dra�v � r 1448 T i � ICAL PI� ANT � I� � 'I' '�'�G�,.L '1�.�.,d� 'I'���. ���1� 5���,2 t 0 � �►` � n�, � �a�`�. .-�a�_���, - �� -- - -- V A I L CO 816 58 � � 3 0 3 4 7' 6 3 5 7 7 drawn b : ���M-�r M�M���► J U LY '�9 0 . • . �.._..� �,,..� , " i , � 2x6 stud wa.11 w/single sole plate & single top plate typical #?13 white oak base (Re: Finish �,� sheathing . Sahedule for locations) --- --- 1xg v-rustic shiplap siding horizontal Stucco on lath @ some loca.tions. ' Re: Building IIevations A10,11,12 3/4 t&g plyr�od floor shea,thing " Plastic film vapor barrier 12" fabrica.ted floor joist @ 2'-0" o.c. 3/4 t&g plywood floor shea.thin _ continuous over intexmediate bearirg �� g '�" sheathing Continuous calking ' . s � � - Web stiffener one �@ each side �pical third floor joist end beaxing Per 4 " rica.ted floor joist Web stiffener 1 __ __ __ ,7oist @ all bearing points � @ 2'-0" o.c. continuous over , „ _ __ _ --- - � -_-- - 3/4" t 1 floor sheathin -__ - „ � intermedia.te bearing 1.2 fabrica.ted blocking panel - -- _ � p y�� g . 12 fabricatec� blocking panel. Web stiffener one @ each side per � V-rustic shiplap siding � _ �_� �l�p• _ -� ! Additional blocking @ soa� loca,tions. - g ��ts horizontal squaxe cut @ exposed � 12" fabrica.ted floor joist @ 2'-0"o.c. � / Re: upper floor framing plan, S4 ' -- joist @ a11 beaxin d� - , 2x12 joists @ living r� Re: S4 - � bottam edge of si %�' �- 5-1/8"x13�" glu-lam beam 12" fabrica,ted blocking panel. � � � � 3� � 3ys-�• I� Additional blockine @ sarie loca,tions � , �e � , ` �12 rau sawn fascia � ' � R-19 batt insulation @ oist ' �• \ R-19 fibe lass bat insulation @ joist �- - �at-tape gypsum board edge at Re: upper floor framing plan, S-4 �2�� fabrica.ted floor joist � glu-lam - - _ space typical @ exterior p�rimeter -- -_ _ � ' _ _ - _ _ 5-1/8"x13�" glu-lam beam R-19 batt insulation @ soffit to � - - - -_-__ For ceiling finishes Re: Finish Schedule lap top of wall ;'� _ _ � Web stiffener one @ each side r • � oist. � Pe � `�° Flat type gypsum board edge Gypsvm board ceiling (Fi.nish �_� \ _ @ glu-lam 3/8" rough-sawn plywvod soffit. Schedule for loca.tions) 12" fabrica.ted blocking panel % For ceiling finishes Re: Fini.h Schedule Fit tight - no trim. Stucco on lath � Stu�co on lath 5-1/8"x12" glu-lam beam � 5/8" gypsum boa.rd . � � �z 2x8 rough sawn top cap, sloped � TYPICAL F�TERIOR WALL 2 GLU LAM OONI�GTION � �� $ G'ti.it tight, no trim 4 BIDROOM OVERHANG GLU LAM CJOI�7CrI0N 1��� = 1'-0" Re: A13-1 A13-2 1�" = 1'-0" Re: A13-2 A9-7 ��. - 1�" = 1'-0" Re: A14 A9-? y `y 1�" _ 1'-0" Re: A14-1 � . b _ '' 2.x6 single top plate 2 =-- „� io ti 2x10 fire blocking � � • ' -Air space 2-2x6 stud party wa.11 w/single top - 2x4 (S4S) post Re: S? for post � plates t _ loca.tions. Scab to cantilever 5/8" type X gypsum boa,rd full height - floor joist & na.il securely. . of party wall; one side only. Fire Ba.lcony posts @ 45° diagonal balcony taped s/USG Goldbond Q-W tape by fram- walls m�st have 45° blocking so posts ing contractor remain squaxe to balcony autline. Zx6 (S4S) trea,ted deck tight butted. G.I. flashing continuous from Notch for rim oist. Leave 3/8" gaps where indica.ted. � � under pa.tio door si]I to autside, � oak sill extension R-19 batt insulation full height @ edge of first 2x6 deckin board both sides of party wall. �pical lx8 V-rustic shiplap siding horizon- g Wood patio door tal @ both sides of balcony wall w/drip bang flashi.ng � 3/4" t&g plywc�od floor sheathing —� 3-3/8" ga.ps �-3� x 6'-? 3/4 drip to joist . ; 2 3-2x6 sill support block Gra.tin 1 Z . < g � Z 2 - G 3/4" t&g plyv~nod floor sheathing • 2 . c�+ .a 2 � �0 2 jo _ 12�� fabrica.ted floor joist _ N : �a � v r� '� �� �" - , @ 2'-0" o.c. � - ` • � I? 2 - 2x2 na.iler for sum boaxd typical 1" gap in plywood floor where ` � � � ,r gYP floor evels are the same , , � � ' � 2x6 f ire blocking / " i ,Y� - -.� � ���� �1��� �pical exterior wa.11 Re: A8-1 � . _ , - * 2x12 run ,7oist - -- --� � t , � � _ Continuous calk • 2x12 R.S. fascia � � � 2x12 R.S. fascia — �2 � , ^ t2 —�-T,- �_ � � - Stucco on lath - � � 5/8" gY'Ps�un board ''. 2x12 blocking betw�een joists ` } 2x12 cantilever floor joist spacing �• 2 - �� (�4S) tr�ack hanging , �> va.ries. Re: second floor frazning R-19 batt insulation � � plan. ��� ��,tg� bloak @ center of gar�a.ge 2x2 nailer--, g�" ( �N Stucco on lath '. door and 36" to each side r 5 IIVD WALL � TYPICAL PARTY WALL , 1 1 DErAIL TYPICAL BALCONY SElGTION 2x8 (S4S) plate above and below 1�" = 1'-0" A14-2 1�"=1'-0" Re: A14-2 _ Fireblocking 2x6 12"=1'-0" A13-1, A13-2, 14-1 steel beam. Anchor to beam 'w/powder L -� activa.ted drive pins 12 ' kt'�C�. �a�. � W14x34 steel beam. Stuff web space w/R-19 batt insulation �0 ; __ _ _/�i- —M � • lx8 ClOSUre B� �! 'o , 2x8 cripples @ 2'-0" o.c. batt insulation , . , • , 3/4" t&g ply�wod floor sheathing � ' . X��6 � 2x12 rough sawn cedar 3/4" t&g ply�wod floor sheathing gar�age d�oor head 2x12 floor joist — � 2 �x12 floor �oist @ 2'-0" o.c. �' ` �For jamb detail Re:� A8-14 2 � R-19 batt insulation Typica.l exterior wall, , � ' . 2 1'-12" floor step-down �� bl��g 2x12 rim joist ��� TYPICAL t GARAGE DOOR OVII�D AI�ID A�OVE �� 2x12 rim joist 2x12 cantilever floor �oist @ 2'-0" o.c. � 1z 1 0 A13 1 A13-2 treated sill late 3/4" t&g plyw�ood floor sheathing- R-19 batt insulation � p 3/4" t&g ply�vood floor shea.thing ��g post _ + 2x6 na.i'�er for clrywall ceiling L�ving room level 12 _a continuous between 2x12 blocking $ ^ �" sheathing N m � 2x8 plate anchor to steel beam 2 lx6 (S4S) vertical track han � � 2x12 blocking between rim �oist & �?` '»� � . w/powder activated drive pins @ 2'-0" o.c. Stucco on lath N�CcA ging block t2 . " , first floor joist @ 4'-0" o.c. " � � �Z �10 (rough sa.wn) ceda.r �amb `-_- o 5/8" gypsvm boaxd . , � ` � W1Gx40 steel beam (16x7) , I �1 � - R-19 batt insulation lx3 Wood closure strip I � � ' ' �, I�� , 2x12 blocking between floor joists � I -�_ ,� z � nail, to joists & anchor to steel beam `I ! �, �c--_� � � � �pical +top of concrete wall w/powder gctiva.ted drive pins ' 1 4 GARAGE DOOR JAMB I �r _ � ` \'Stucco on lath 12 5�8 � ��d � 12" = 1'-0" Re: A13-i, 13-2 12 �� �YP P , i � - '�, ` \ Z" anchor bolts @ 4'-0" o.c. � completely around steel beam p ;- . �� .� a � , w/wood nailers as necessaxy 2-2x4 on e 2x8 nailer anchor to ��8" roug�i-sawn ply��ood � � � , � • dge plate. Anchor inner steel beam w/ wder activa.ted �fflt. 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Drawe r 5 4 9 0 � • r, ' ' ����: i:.:�"�C3 e� e ranting �f a psrm�t cr api^•fOV3� 0� �!i.iES all� Avon, CO 81620 P'f'�- -�PP�.t�4t1Gt • � . _ � ' ��- _ , , . � ��;�;,ocst�;,�s uhall n�t be construed to be a permit fGr, ar an ��� �CT 311990 _.�.._�'S �i.�c.�'l�'GA�c. . � - - -- - --- --___ , ' �,�;r�val oi, an� violation of any of the provisions of this code �C�� � , , - � - . _ . _ , . .. ____��-- or of any other ordinance of the �unsdication The issuance of � � p � , _ ,_ _ ��'t'� �tJ `��' - a permit based upon plans, specifications and other data shail , _.._.P_ 7_ .___�. . 1�tR'ROlC - -'�. _ _ , __ not prevent the building official from thereafter requiring the p�� _ .�..,.. carr�ction of errors in said plans, specrfications and othe � . r data " ��`���!� _�___P 8 . _. ���Tt�G �q���Pn�' �t,�„e . n� �,��S�S . � .�_ - ����� L� l�� . _' �._ y �.�.e • - .�.___ . _ .��_ : � _�°-�'_`1 . � -- � - . . � . .__ . _ .,_. _ � _ I ��_� ._. . . . . .�. . . _ . �..-�_ _^'---• --'-- �J . 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'+ `��i'1`v�e `'C`o;};�he left, having a radius of 7.50 feet, a central angle� of �t,. ,,, uJ�?�� '� . �� , . �y.��y�!y c� �� + � i/�.�- , . �p ' � 'r '. .., ..�r.+�. � (-� �„a��4�A` a�`�'��Z„Qa • � ,tp� G J,� �^ 1 {� >,�` �+� °'Sa•ia•'� t�F t � ��, ,�i' ' 13 y; "� 1�.r �� �y �� � �i ,t4'.,c,. rr,� .'�`y,� �� � ' 7�" / \J.�G� 11 a _ . . ' � . � d r �( , 5x ,a I ` 'k°�=xC�' ,.,,3�` i„ ,t' yN.fr� $A ��Vp'3 ' .TNB a� V � �` � N �� � i ' �'� .�a �; b �.• O i ^�'+ n'I ,y,�,,.��;' , � , „ � �` . , �,���� � � ,� ,� ,�, ���r ��,�`'hp��g'�,'�,]�$�yfi����g �,��5,.,�.�y {����t ����, �h�.; 2T 51 46 , and a hord which bears S69 52 38 E 3:b1 feet• thence 22.99 feet ,�,�:�� ' �� {'�,}�, • , - �8 �� �� � , ` " "^ , : , . - ' _ � '."'°`' {,L�' � � � „� ` � `"` `""�� .�� �<? °' fr " e c o a n ta e t cu ve to t e i ht havin a radius of 22.50 �i`�'"�� �'�: _�, ,,�,, �- , < � n � , , � - _ � ,N� j � �I. 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' - _ ' P1�-'� ��� �. — ( � ����� �"` ` — — — , ` P11_AS � � s . . --� — —----------- --_______.� ___________�.— — __. _ _. _ __.____�_.____.�,.�..�_ .� ._._ _....______. �� ;,�.. � � �....�.. �..�. �.._ , , � �� � _ . � I , _ — — — — — — — � . � , PHASE III b , . � , , . � - � � PH,ASE ��'-e - - - - ; -- � � - - - -� - , ' � ' � . � . - ° ` . ,. ,� , _ . . , . . . PHASE �I . � � � , . � � F S _ x � � , � . : . - , , , , � PROJECT . START INI H , , _ , - � . PROJECT � START ft IN .:PRQJECT . � START , FINISH a S rin 1992 Swaamer 1992 , \ ` - ! , y � Y � J � Hasic Road & Drivew � Bastc Road, & Drivewa s � Sum`m'er 199b � Fal�l 1990 � ` �" ' _ � TOWnhomes 3pring 1992 - 3pr nq 1993 � Townhomes ' � Sum�tteX 1990 3 r�.n 1991 � � Ba�sic Road & Drivewa s Sprinq'i991 � Summer 1991 3 , � P g , Townhomea � , Spring 1 1 pring �- ' Landsca e & P anters Sring 1 9 3 �'a1Tlf��3-'-'� , Landscape &� P ar�t+ers � : Sgruir� 1991, t Su�anrer 1 ; � Landscage � - - - r wamer a . � S U R V E Y O R � s C E R T I F I C A T E ? Blackto R & D S ring 1993 Summer 1993 , ac op _ � _ pring , ummer � � $ ac op, R & D . � pr�,ng � ummer ' , Draina e (Demolish GAR) 3pring 1992 Fall 1992 I , Stan Hogfeldt, a Professional Land Surveyor registered under 7 Trash Enclosure Spring 1993 Summer 199� ~ � � - � � � t �b � � � � , - - � J - the laws of the State of Colorado, do hereby certify that this �� - - � � ^ � topographic survey was made by me and under my supervision , and - - - - � _ j that the survey is accurate and correct to the best of m� . m � R=376.I 4�� �� � � �- 25�344� knowledgee L = 170.11 � , ' . R=70.66�, „ CH= S 83°06�O7��E , 168.66� p= 38°56 32 � , ' , Date ---�-/�= 90------ --- - -_�------ M ' _ � _ _ ' Stan Ho'gf ld�t��- L - 48.03 - - � CH N64°28�17�� E , 47 II� ` ` � , , " Colorado P. L, S. 2•6,��98 � � � EDGE OF PAVEMENT , �J , � � . , _ _ _ -o� o�-- � iti -- — — _ � , � T q T , - , , —--- — — 0 � � io cMP , — � �� - _ � - � \ -/ -...:�--�- — `�— -� � ' � � � ._- - . -- � � 04 ----._._ \ ` r -��+.` � \ ��R _ ` M H , �Z o _ INV ELEV = 84967� � oo � �- _ \ � � ^� � o ���Z � ` RI N 8�CAP L S 11413 A T R I M E L E V. = 8 503. i� / / S \ ��_ ____---' - � - ___�// ' '^' \ � � C �'/ � � ; _ � /n �\ -�z o� s �'a�� ��%^• � ��_ __ oa � ! � _ . t , , / qb o �—".`� . � r _ _ 6 � ' I // D�ob�� I �\ I ,_ �O4 i \ O/ � � >� `` C�\ \ ` ` i O _ � R= 40.38 � \ , \ ` ` �� _ � � `� \� - R / � �� � � � ( 5'T��' � � � `� I ; �= 57°18 5 4 � bj/, ` ` \ \ a ,- ��C � �� - , �/ � L = 40.39� I E L E C� /, � � ` � � �� , 'l Z , � o � �_ . �i, u --�� � - - �.. �� \ � o � \ � E , CH = N16°20�34" E MH�;j � � /� � �� b �� ��� �j� � Q��� o.-- P[N �R ��-,z �\\ - � � ( ,4 , � , 3 7 � � \ �~g � � --. _ _ � . \`� s . 8 3 T'I L � �\ o� \\ � �%\�'' � � -=� �- � � � ` , BE��� �\ � 1 1� 1 ' �\� Q �k � � �- ��3$--__--_ � \ 0}5' ASPEN �\ � - � � � ` �.�, S�0 ' 0 ^ - , ELEC \ \ 2 �? k ,�k . . 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'✓.,:µv° " � �` \ ---�-- -- - -- ' __ � ----- --- `! _-..� _ R�G WA L L �` TRAS � 8490 � - - r EpSE_MENT, O M H - , � ENCL��SURE \ _�^_���--� 0 2 1�,TY_ � �1 \ - — — - - - w 11 4 • L,1NE � Z�, 22' W \�� , . • � 2 (� w C�N.�ER S 7 r.�0 5 �; � 7 �j 5 � � ' 1 EXISTING 6UI�DING - ' � -� � S � � � � � � � � ` SCA L E i�� = 20� - � � I _ - " � � ' 'o - ' DATE OFSURVEY 4 /g /gp � � PHASE I , 770 POTATO PATCH DRIVE _ - �� - , , o • F � � J _ - � ��� � - ' __��- - . ` ELEVATIONS BASED ON SEWER ASBUILT� � \ � FXISTING " 1� BU�LDING � � � , � ; � �� , , � . � - , � � � T�TO f'�TCH T01� NHy0MES Vail , Cokorado � � � . f' O , J � � , , . � � � � _ � a � (' OT�TO �'ATCH - , T1TLE : � ' � . � Nor=�E: TO W NHOM ES , SITE PI,1�N � ., . . �' ; -- _ . , Accordang to Colorado law you must commence any legal action based upon any defect ' �� r� T N E r S H i � _- u Y _ � + ' _ _ � ____ ____.-____:______:_________° � in th�.s survey within three years after you first discover such defect. In no event, � ' ' , � � =�'== -= =----- - -- - ` may any ac tion base d upon any defect in this survey be commence d more t han ten years nVON CEN TEP�_ B L D G � � � . ' n . ' 41199 Highway 6 &24, Eagle-Vail , fr�m the date of the certification shown hereon. - AVON CO 8 I G 20 �' � Post Office Box 123a - Edwards,CO 81632 , 303-949-1406 � � � T-�L 303 999-7979 drawn b' :ER111IIN BACHRaCH � •1 U�-�����9 0�� � GRE3 SKINNER APRIL 13 �19 a � - _L _ . .� � _ � . ... - ,- . , . »«_ ... . ' � _ d ` y Y f � r ` ' r ' % J r y V ♦ ' ` Y r" Y r i� J s ' ` t , wt , � ' J: . ' I t �1 ' � x � � � � � i � . � • ~ � ` y '�4 M1 '4� � �� '� , ~ � }� A - • ' � ^� r ' , � _ � . � " � � — ` ,. . ., � � , - � .. � ` . ' , ` � _ � . � � � � � ^ —�_.'"'"�,� . � .t. k— � ,, . , � � � , ef ' ` l � � ( . � � � � _+ . \ 4' • �! � � � < < � � _ � , � � , rh s y � � � i � � 4 Y� . - - _ - � - , � '_ - . � . •� , f _ � � , • �ENERAL 'UTILIT�' NOTES , , . , , „ , ' _ , , ' _ , . '' � � . , � ° ,.�. _'` , . ' w x _ ` ' , . � ` ° . -� � � , � ' ' _, , � " t , ' � , . �.� � �_ , � � � , , � � . , � � � 1) All� cdn�ractors a�e responsible for �veri,�y�ng� existing conditions �ar�d `e�isting �ini�h grades�. 3 , � ' � , ` { � ` � . � � ' ' � � , 2) �'�).1.`contractoxs are 'respo�sible 'for 'deterr►'iining` the:�3.ocat ion' o� ahct' avoidin� damage ��o the water ' ' .`'� � ` • � ' - - ` � ` � ` and sewer lines. � �Nat�r and sewer �.r`e shown'�on UT�I;I'�Y'�'P�,ANS (C-�) . �- . ' A- __ ` � ° � � " � `' , � , � � , _ ° . , _ �� , - ' , _ � 3) A11 �'con-�ratc�ors involved in tt�e �instal�.ation of ut�ili�ies `sha�l be� responsi.ble for: making tth.�i� . �� � � � , . ,' � � , ,- ` . � ' �own conriec�,ions to, existing services.�'�� - ,� "� : . = � � ' ' + ' x : . `. , � ° ✓ <i �; ' ' - � " t� 4) � �All �oritrac�ors, sha�.l be ,respansib7:e -for -theiir own},�xcavation, -bedding materia.ls, �,ompac�ion-�.nd � _ �� , , , y �. � s . — � 1 e � '" . ' r` • . . , _ + , , , � . � back��.1,1,. ` � , • , -� , • � � , ` _ , � = , � F _ � � . 5) All� �contractors involved� in exaava�i.on ,andlor insta"l��ation of, ut_il�ties a.re respon�i'�le for _ {` " � � '� �-- � ° - determi.ning th� location of existing-�utilities' and�providing them�with adequate prote�tion. ' If a� - , � ` - t - � � � ' � ' � + there is, a�ny damag�e to existing uti.lit�.+�s, the c4ntrac'tor c�.i�sing th� damage shalL��be liable `arid, ' � , , • ' , _ , - ' _ , � _ , , , � ' ' - , � � ,' � . f - � , - ,pay f or �.11 renair. � ' ,' ' � � ; a � ' x � _ ; - `, ' ' 6) Exter�or �1.ighting� shall be �installed by -the� electrical contraGtcSr.' The exte�iQr lights `f�lanking � _ ` _ - - ' � . r � , each building _shall be wired to the common' meter loeat`ed �.�longs�t�e �he indiv�dual uni� meters'; � '', �� ° � - ° _ � ` - !, � � ° The lights flanking each bui,lding .shall be controlled by� a photo-electric, cell,' sup- � �� , � � , � `, � _ " - �. � plied by- �Che, electrical contractox` at tk�s�'Cammon meter.���,"For exter.�o'r light fixture type;"R�: ' P-5,"<` ,� ° � ; ' ` ` ELEC�TI�ICAL FIXTUR�_ SCHEDULE.� Exterior ligh�t �ixture mus� _have` a concrete {pole ,base�,, 18". miri�mum , . , ' ' � , � , . � � - high, above the f inish grade. ,TY�es� �bases are, the respohs�bilit�y,'�of the electrical ,contractor. ; j � , ' � ,� ," ?) , Flectric service line xequires�steel conduit�� @36" rmi�nimum depth, �by, �ioly Cr�ss Electric, ta tr$ns- � " a � � former an1y� , Ho1y Cross El,ectric wi,11 proqide eleCtr.ic ,ser�tice ta_ trans�ormers. The eYect�^ical ' ; - • . contractor sha11 be respvnsible for installation of elec�ric service frQm the traasformers�^to the � - � T ' � ' , ` ` " �iec�ric c�eters�,and`within the buildings. ' Service within each building shall be ins�alled� �.n' �VC , ° ' t� � , , J t � � conduit in a: common trench, 8" minimum depth� be1oW'botto�i_ af sla1�,' � Stub up�,at `bearing �partition , � � ' wall a� rear of ga'rage�, di�e�tly below electrical pa`riels ,in laundry '�oom and run se�vice.�through � ' � ' ` fl+�x conduit to panels in individual uhits. "� ' " ' �" i ` . ' ` r _ . ` _' � , 8) - Cab1e. TV lines requires 2" PVC' conduit where it �passes beneath.black-topped," roa�d and=driveway' areas - � . � � and und��nea.th building. Electrical contractor is respons�.ble for.. �furnishing arid-� instal�ling this, - , � � , _ ; 2" PuC conduit. Her�tage Cable TV� will provide service to 'a 'TV p�destal near _�he `endwalT of each � F . ,�� � � � , building. Electrical contractor provides the cable �to run� se�vice within :the building. Instal- '� µ y5 ` ` °' ' lation -of � the service, wi�hin the, buildin�,is the responsibility of the ele�trical eontract'or. • � � . TheTe shall be, one� line to each junction in each unit and then a sep�.rate line to each, outl'+et in , , \ G ' e�.ch unit. The elea�rical con�ractor sTiall �irovide a conduit to° protec�t 'the. li,nes where theq pass� � - ' \ _ ` � thro�gh the ,foundation wall. � Lines to individual units shall� be i`nstalled in the joist space. � � � . , ' - � = 9) Electrical contractor to pulY w�.re �hrough eonduits..and prewire ind�.vidual units. ` Electrical � ; , \ � �ubcoritractor shall furnish and install 2" ,diameter-condui� with sweep ,90's and fish t�,pe. wire from -, � - - \ \ ' � �elephone enclosures to MC-10's a.t each building �nd "ane 3/4" diameter conduit with sweep 90's _ � ` ' " ` z p ' � and fish� tape' wire from MC-10's to indiva.dual �nit prim'ary, outlet : i Each buildi.ng sha1� have an � - " , , � � ��`,� �SC-10 at exteric�r building and 'wall alongs3de electrical. me�exs.'� MC-10's wi.7:�. be, provided by �. , - � ' ` \ � �4 � Mountain Bell. ' 2" condu3,t shal�. run 24" minimum below� finished grade and sha11 be terminated and � � r , � �k � , - � � taped 36" above grade at MG10�s. 3t4" diameter conduit fone per,unit) sha11 run 6" to S" minimum , � - - , � .� , � C1� , �beloyv intex3.or �loor slab and shall be terr�i�a�ed and taped _36" abo�ve grade at MC=1�'s and ter- � � _ , � � _� _ ���� ; ,� minated ,and, taped 50"' above sl,ab at individual primary uni.t outlet�. Primary' ou�let at each unit, - , k � " , \ \ ^, � " � ; sh�.11 b���set in duplex� outlet box 52" �.bove f loor slab. , Locate in ,garage_side-�aXI nearest �tair, , , �- . LJ-�--- .._ \ ;�� �I �4" � C, - 6 `-0" from gar�.ge b�ck'wall . - � � � �- , : � , - �� \ \ � � I - � 10) � The Utility Plan is for guidance- only. All u�Cailiti+es are to be installed in accordance wi.th p�e- ` , , , � � ' � F r . . - . � 1 vailing codes, and to the satisfaction of Shapiro Construc�ion Co. ,� the Town� of Vail -and the � , A, � � � f ' � �„ � , � va�i.ous utility compan$es. A - � � _ � . ° . , � � . , � ' \ \ , �� r J! 1 - _ . ._ .._ __ , _ ._ � . .- - = - __ -- _ _ . . . . _ _ _ - �. . _ .... - - - ------ � ,; , � � /'�� � �„� � �: ' _ � � _ • , _ � � , � � I \ \ � // / / �\ �./ \ , .� . � 2+� ,�> , ` � \ �✓ / � , - � � \, ` � � _ , 1 '� �� ' N f f y . , \ �" � ., . 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LIQING RM., � f ��� � �o __� ' _ , � . �� _ _ _ , c�+ � I -'c-� - � I { Ll� 3 � � i Z � - � - -_- � ; , .� � � -1 - - -- � , - _ � j �- --� - N � . , ( ; � C.�. � o� ( v� y 1 N + ' r 4 i � ,�J' � �t' � i a 2 ` � ( i , � i V1 � � i O � i � � I " ; { -�' , � � � �g � ; •�i , - � � $T � �- ' � . � g=4- - -- -- � �- - � � ' � i 1 �{ � � . � _� � � � , � -----�_�-- � ; , � �9 , t 'O -r� � " ( I � � a � ' -: - -Rt ' � � �� '_" -- - - �E� �5-2 I �� � � 1 - ' ,�_ c� _� ' � � ��` �.___ " � , � ' i � ; �M' � . _.�_ � , � 1 k � , t� � � N � ;, .. � ( :� , } � , � � � , q. � � I � ` � � r �� �; � � � �' � �- � ', � �- . � � � � � o � . . , � � �� � � � � � � � � o ._. , . - - - I � - � J � N f ;€ I � � � k � � t -. � N � ' ' � � - � - ^ --- - ---- - - - - ' i i { � N �-___-,--- -..�_ _ -__._�-- w i , � �- , � __- - - -- - � f ' ___.�___ °- -- .�- _` ; --'1�-- --;-� -'�--- ` � °t � -�-- _ � - ' � � � � ' � f O � 4 � � ' !i ` � ` N , � � � � 1 � l � � , i � � �� ' � i La- ', & _ � ' ' � t ' ' `� ____ ! � � � � �_ � �� � � i � „ � Dc�o2 � � O � � � � i � i , s t � , i ;► ; � � Ca �� 1-�4 t� o pooR \ �, 5�t 7k = I2 5L 3 -o �5 5z �, � , , / • ; , � r �' � I I � � ; / � ----f_ � _ __ - -- - -- --- - -- - -�- --- -- -,�- -- ,- . - - ----,�fi - -- , � , � � C ' � ,P ; � i � � ' / c� l � i � � �3�a 3�zJ �" ' ,� � _ -- - - --- --- -- -- 1 - -- � ' -- ( 4 - � ' , i I }C �-- - �_-__' _ �- --•� �_ I , , � '\ _.. _ ' -�-._____ __.__�_.�..„�-__ __t� � !_�- `-__'�� '`;,__ _�_ , \ / , � � � ( ' iY ' -�-- ! , p � , C { , � � / � � --N' E - - _� �� - -�-_.- -�� � I � ' � �.g , j , , � � c ; Q, 1 � l ± j � ` _ i � l9t � � -�`'1 ; � -_� _ _ _� i , ; ; , ; � ; i � S � ' � � ' ' � Q -� ' �-8 _ _ ' /� i� � � , ° i . : j , � , � � / I . , v� � -�r- , ( � ; � � � ` -r ` �.DECK l ' ' ! II ` � ► \ , � ; � � j � , ' � �.,� - _--- � � ; i � i 3�t F IG'•a , �r3�a� � , . F . _ i � � y � _ � I Z � , , r � � _�.._ _ � 1 ' - - - -- - � � i �' � � � �_ � � I �_ ; i_ � � � � � i , � � , , � f I, r.- -�� 3_0 - --- .."_--;- 3-a 4 -;� � y _�Z 2_� + � t� � � 3 0 3 -0 3-0 - ,� ---3-°- � _ � ° � I_-lo � ,2-3 2-3 2 �Z_ _ , � , �_ �_ ,y ____---,__._ -- -__ � .�_____-- -- - ---- - -- Z - 0 -�- s ,� .� -.r-1- i i� � � { I . � , � 1 � j ly - "1 i� , I� ��^ � � ^� � � � f ; . , , � 20 - 12 � � 7- Io2 �=J � .1� -0 � �� -p � � � t�`- t0 ' ( � 8 - 2 �; - ----- ---------- -- - ----- - - r� -- ---- � _ .-_ ______-----r-____�__ __ - ---- -- - � - � ----- � � � � � . � �� � � - , � 28�� o ! ' � � -- � ---- - - -- - - - - - - � - - - � I � � I ; , � � ; � � , � - - � _ � LEGEND: - ' I � - � � R & S Rod and (particle board) shel.�. � Rod 58 above finished floor. � ��l.l zro�h openings given axe as , � �� ° , . . , , , laiown at thi.s time. They may change, f � - ^ •` ` . ; Therefore, all doors, winclaws, skyligh�, � 69 Door number RE: P-2, � , , � ' . � �` -' ' � L O W E R L E V E L PLA N medicine cabinets and similar should be , " - . � . ' ' ` " ' ' ' . , actually measured in �ield before rongh MAIN� LEVEL kPLAN 7 , F�'�.umbing f ixture number - �UPPER� LEVEL PLAN . � - � opening is provided. - , ,RE: P-3 , STAft NOTES � _ SS Window number , ,���"�' '� ,� � � ' RE: P=1 � , 2. End units and interior units �a�e same front-to-back dimensions � - - - - '�u�-��'L. 2�ViS�� a�T 22i 'g0 and Same side-to-side outside dimensions. Outside face of framing _ _ .-� � - � � is flush with outside face of masonr . Therefore end units are 20. For exterior moisture proofing of cancr�te wa�lls, RE: Specifications. - � - �����r�� ��T �� 1�Q - , � t� y } 21. Framin contractor��to ins�all 5/S" tqpe 'X' gypsum board, ,�ire � ` 32. 2 x 6 struc-tural studwall - 5/8", type "X" gypsum board bo�h side.. � ' � 2� smaller on iaside of g�.rage. , g � Thsulated. Al'1, pl,umbing walls must be one hour fire resistive; , � � , , 4. For details relating to steam/shower rm RE:_ ,�9 - I � tape d w/U S G Go l d bon d Q-W t a p e, f ull hei ght ,of one�side of, interior � � � � • �' " f' 0 T�T 0 f'�T C H T 01�_N H Q M E S Va�l Co l orado of party wall, inside of fireplace, gn� all insides of penetr�.tions � no penetrations. �For framing ftE. S7. Fire ,blocking at '8 0 hi@;h. � 5. Entry alcoves are 7'-10�" wide, except at Units C, G, and K. , � 33. 2 x 4 s�ud �ur"ring - 5/8" gypsum board. Insulated. Fire blocking �i � 6°. Medicine cabinet rough opening is 1'-2" wide hy Y'-6" high: , must be f ire sealed, prior to installation of ihsula.tibn. RE:�:Ar6,� �� t ; - J � � Base is 4'-6" above floor. Door is 16�"W x 21�"H. A9. r , : � , . � '�at� 8 '-4" high. � , ,. _�. _, _, . ___ , V ._4 :� . __ . _ , , ' 34 - 2�-6". X 6t-8"- x 1-3/4" door. One hour fire resistive ra,tin�. - ; � 7. For enlarged stair plans and sections, RE: A16. � � 22. Fo� painting instructions, RE: Specifications. ' � � � �6n ° ' � • ' 9. For� kitchen cabinet enlarged pYan and soffit information, RE: A15r�' 24. Add oak threshold at door opening -between garage and entry. i . . BrYwa,ll, ��con�xactor ,to. provide and ins�all "green" board at a11 �ub " � ��-�� n pT,�7 0 PAT C H , T I T L E • � 10. PYne baseboard in gara e and ara e c los�ts � , a n c� s h a w�r tt r e a s. ' _ � _ r � Stub wall below breakfast bar. Finis'hed breakfast bar counter � � 25. � b 8 • ' 37. , Standard gratingr� 6'-7-3/4" Iong x 1'-3�" wide., Made o� i�" x �./8�' T �/ c ., .� A' .- � � � �; height is 3'-10-?/8" . Tap of stubwall is 3 '-9-3/8". RE: A15.-4 ' 26. Install wrapped oak threshold at patio door in�erior. RE: A15. � . , � � 4 �, � ,� , , 1 Q T Y N� �M G S F L Q O� �La, l�!� - � ' � 11. For la,uhdry cabinet eniarged plan and soffit iaformation, REs A15.�$ 2d. Machime break all gypsum boaxtl. Corner �ead at 45° ,corners �o : ° steel`,ba�s 'at 1-3f16 centers with crossbars at 4 center..� pain�`ed. � . , y � ^ �,� s � , r � �, " � 12. For` '�ath�room cabinet enlar �d lan RE: � , 40. Standard,s�e�l ladder,. RE: S10. , . 3 (�� R T [� E r�H I �' � �N I TS `� � � � '' � g p , A15.-Gr 4�f ,. Take special care to�� i.nsu�e``�strafgh�,� vertica.l 4� corners.� 41. Steam generator: � Mr° Steami SM300 - 2�Ov - 8.5kw with 30 min. �im�r. � ' � ' f � � , 1 3. F o r m a s t e r b a t h c a b i n e� e n l a r g e d p l a n, $E: A 1 5.•r,►' 3 d. I n s t a l l v a.p o r b a r r i e r a n d i n s u�.a t i o ri a i n�a 1 1, �a t a L l s a n d�c e i 1 i�g o f _- , {� - S�team nazze l.' 6" o��� f loor. � N � �, �V�N C E N T E(�� $L(�G i � i � - 14. �or guest bath� cabinet enlarged plan, RE: A15.-�, � steam room. � , ', � - � �.` � ' , ° ' � , � � ` _ 'k o s�eam �i'ne, ta steam roam. , , ,� , . � 1 „ . , �w a� p , � � , '�V O N C O 8 l G 2 0 ' ? I � 1G, For second bath c�,binet enlarged pl�.n, RE: A15.-Cr , � 31. wet nar: 5�-0�� base caba.net, 15", x �,I5" b`a�- sink Arrd faucet CIi, 7'�,C)-�� *� 4 3. .U se _�i n� g r a de te r r o o f .be i e co�.or e d ro u�i �, � � � = f -4 -, ' = _ ± � 45. �ne ha.l���of 'a' standard shoaer door 5 wide �x 6 � high. One slider: . � - � y� 19. 4 - 1 x 1'-I0�" particle board lirien closet shelves. _ _ . mirrored' walls. . Recessed Sa. h� tiled cQUnterto e��ectri.a 'autlets , , , 46. > For ba�hraom cab�.net �enlar �d �an RE: A�.5.� ° � � - � drawn b :EI�WIN BACHRACH � ����� 1��;�'•���� ° ..° , - _��_.� - . . � � anct overhead wi:ne rack'. � RE;gt�9'-� - ` , p�� . , ,. .� , ; �.� r ,�- - - - t-- - � g- n - ' - - - . �'._ -_ .�� .� . �_ r T-�L 303 _ 999-7979 ' - ; -_____�__...�._.�..��,.e.�...�____._,......_ __..�. ,..�.. �..,,�...�........ _. M.,�._._.,�_�.a �...,.,..,.. .,..-_-.- ...._...�..._�____��.._..._--�----�-_.,__ ;� _ � _ _ -- - - � . � � � � ' � , G . �_ _.. .___ �____. - _ ._.�.._ � _ �- ' _. - � � _�___ - .__ _.. _ ,�� > _ _ � - - � . _ , , . , - , , - . � - - - � . . __, _ _ ,___.......�_�___.__ _ -- , -- , . " - " ` ' � ' I , , , , � � . 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LNTRY ` , � � o� . , ? � f, f � . _ ; � � � i , � � _ '' # i � `� O � � � ' I � . _ F ' { . f �t� �-- , x s , _ � � � � _ ` _ $`� i �.o. 0 � i t a � LIV�ING RM. � � � 2 � � ` } MASTER BEb RM. S � J � i 1 ` / � uN,-� � � 4 i � ; / � � � f � � � • -----t--� .____—_ =i� , � ' � i � , , I , ,� � � , � .� , - � � � - --- � , � �� . o o � � � _. 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' - � 1 NAII, INTO 2X12 FASCIA � 12 0 C � ' ' �/ �`°.'n'';��; , r I`rp ?,Pi�* �`F',:y --- / ` � ~ f ` ' �� [ ✓,� _ � _ �f 5` ,�a�_ . ,2,y+`�'�e y �'� x ���"� •�'A � • ��' �► , , �'% �- ' �`� ".`_ �� `I� '" �' , �.rJ''' �-� 1 , 1 NAIL INTO EACA TJI 6d COMMON NAIZS %' ; �-� ' , � 7 ' � `= �`��s, $ � ���=j,�- '�"` '�``�` �� ' -� � :� 2x2 � 2 ' ON CENTER; ABOVE JOISTS - - '" '� ' , , �� �" � � " - .�' `y, ,s,�' �, ,, ,r,.�"",,5��,�� ;,f•- r' <y�°^,>."_y, ,�,t� , ,�. �� /.-% �� / ��s� •a -„x`.,�-, a�r�,��� � � - , � � -�� - _ � - '�-� � �,�,�°� °"�:�����P`, �`' � "``;��►,ATE � _ ��� . ' �' _ , _�YPICAI� FASCIA ` � ' , ' � ' . � � • . - � ,;,. 1- �y` ' ' , � '`r�w�.+�`„`z�� � � , �� , �� � i 2 •�/ � ���, � I��' � J .�. � Y C, ' ��nr1�fF }'cY F Y �tYyv�j_` r,f�t 4 �«n . - i� METAI, TIE STRAP @ EACH JOIST �� � `�� c�'L4 �� $ � } - Z • �'yV,{ ����;����� _ .';���' �_t t � ' � ' " � ' - g ; 4v` ,' J 1 ` • / ` �l 2x12 ROUGH-SAWN REDWOOD, CONT. 2 � � � �� � ,� a. � � , "_ '� ' �- � " °� � � �-:�:� ��f,� , t � � � BIRD S ` BIRD SCRE�3N' � � ���..; .��FV-.���:;� ''` k;.aw:��'.���.��:���.:�.� / � CREEN ' � �� � � � , 2%4 (S4S) BZOCKING, 6" I,ON�- \� a �', ��', � ' ' '. ' �ti } � 5� : � .' � � • � , 8 GYPSUM � � '� � 2�—����.C. �� �°r � , f ... — � ; y � � , � � � b - �% � , , CONTINUOUS_BEVEI,ED P�,ATE � t- S _ f 2x12 ROUGH-SAWN REDWOQD, GONT. � �Z f � � , . - - - - - � - �,. NAIZ TO GLU-I,AM @ i�2" � , • ' _ - , �{� �r � ` CTRS. USE 16c� N��L�, � ' - J ��� �' 1 x4(S4S) BZOCKING, CONTYNUOUS � � �1 � WEB STIFFENER. ONE � EACH SIDE � �L 1� TYPICAZ FASCIA W/0 1 x4 BI,OCKING �'��� , � t � � , ' �/8 GYPSUI�2 � . TYPICAL ROOF JOIST ' � . ' PER J�IST � JOIST END AND � BEARING ` �� , , • . 3 1 /8" X 12" GI,II-I,AM � �� . - ' POINT y �.1,f�-- � r . BEAM W/ 5/12 BEVELED�'QP ' PZATE „ . � 1 /2" �PLYWOOD GUSSET PLATE, �AD BEARIAG � , DRIP CAP` TYPICAL 1�I, WINDOWS � � , ONE SIDE ONLY � JOTST WEB STIFFENER, ONE @ EACH SIDE S ° • , lx6 T&G EDGE- 'V' WP�. rs ` PER JOIST R 5�8 GYps� 3/8" ROIIGH-SA��TN PI,YWOOD• SOFFIT 1j2" ,S$EATHYNG , ; � INCENSE CEDAR - VERTICAZ�TON. FACE GRAIN 2x12 BI,OCKING � EACH JOIST SPACE : A35 FRAMING ANCHOR, ONE P�R JOIST �, f� 3 2x6 �HEADER S�ACED & BEVE��D ' 1 x2 CEDAR CROWN MOI,DING � � AS SHOWN"W/2 1J2" PWD FIT,7,ERS TYPICAL @ AZZ T&G . � . RIDGT VTNT A35 FRAMING ANCHOR, ONE PER JOIST - ` - ' � � � �` - - - ���°-` � � ° ° ����`-' ` CEILINGS. TYPICAZ ROOF JOIST i�PPER `5 FIEZD-BEVEI,ED PI,ATE, CON�INIIOU�. " fi ,� � BEARING POINTS ' TYPICA� ROOF EVE - - - �t00F OVERHA�G -. � 3 ,�$A�Y� , " CANTILE�PE� BEARING � i � � _ _ _ f• , �> > � _ _ `'_ . � 1 1 �2"=1 '-0" RE: A13-1 ,2 � 5/12 FIEI,D-BEVEZED PI,ATE, 1 � �2��-1 �-0" RE• A13-2 1 1 ,�2"=� '-�"� RE:At4-f ;1 1 /2"=1 '-0" RE:A13-1 1' 1 /2"=1 '-0" ' RE: p �+3_� , 1 14-1 ' CONTINIIOUS . � . ` � -� ' ` " . Y _ A ' , j1 V � 2x6 #2 �DF-L SINGZE TOP PZATE ' t� . ' ' �F'IBERGLASS FSHINGLES J � . ____ BITHENE 18 UP ON WALL 4 NAII,S PER SHINGLE � r4ATERIAI,S SUPPLIED �BY ROO��NG � �CQNTRACTOR. � ' , T�PICAL FASGIA W/0 1x4 � � CONTINUOUS _ _ � , � - � AZUMINUM CURB FRAM� & - � , \, � GiFL-ASHING, PAINTED, W/1 /2" HEM ` ' af18" WIDE, 28 GA. GAyVANIZED _ RETAYNING ANGLE. SEAL - ���� BT,OCKING , < � ` - � EDGE SHEE� WITH DRI� LIF ; W/ CONTINUOUS BEAD OF ��- � , � 30# BASE FEI,T. R�JN FELT 8'� VERTICAI, �JI � . �' ' ` , } MASTIC ' Y ' �� � � i IIP WAZI,. 2 LAYERS , 6' .,,,� ,�1 /2" RIDGE' VENT SHEATHzNG � . ��'\ - � FIBER ` / ` (EXT. TYF'E� ' .-� WOOD SCREW _ ���� _ � � �, � GI,ASS SHINGI,ES .�- k � �,- � , �\ ` 2x12 ROOF JOIST. SCAB TO STIIDS. x " , \ �� "�►�` 2x12 WdOD CURB i� 4 NAILS PER SHINGLE s ' � • �30# FELm ; � � , 30# BASE FELT. DOUBLE 3 �-0" 1x4 ZEDGER , � 5� ` � � ) , f 16 FABRICATED JOTST SEC�ION �� •� \\�- 2 , W�DE @ EAVES � � # � ; ' , n ` R-1 g BAT'� INSUI,ATION. -�' � I ' , '�+ BETWEEN ROOF JOTSTS FRAMING ` . � �, � ; ' _�-�~ - � � " SKYZIGHTS W WEB STIFFENERS _ / TYPICAL _ROOF, � �� / ., 3�4" ROOF SHEATHING BITHIIDANE 18 DOWN ON ROOF . f-�.i'' , / � , OVER FEI,T. _ � - - :� ,� , r _�.' � � ; ,�'` �- , @ ENDS FOR NAII,�NG �' -� '� `JOIS� END BEARIN� l,' 3 _�,, � �..--.✓ _ . . � -.,,� , � 1x6 T&Q EDGE 'V' WPq. - '� 5/8 GYPSUM 3/4" T&G PLYWOOD FI,OOR SIiEATHING �-> ' � - - ' 2x12 ROOF JOIST C 2 '-0" O.C. SCAB ' � ! EX'�END BEYOND PLATE I,INE TO EDGE . �-- � ,.-`�r-�° INCENSE CEDAR VERTICAZ � > � - � , !-��°~ �r� - .�:�- ��'X4's � 2 �-p+, fl.C. SKY?�ZGHT OPENING � PZAS��C FII,M TO FZOOR JOIST NOTCH END FOR - ` � .� VAPOR B . � _ FASCIA OF GLU-ZAM � I,IVING ROOM ROOF ONZY , , ' =" ARRIER ��BIRD SC EEN , � ._ - � 4 =_ 'L . ` -� R-38 BATT INSUI,ATION. EXTENDS PAST � " ' � ° y �.�`� � ;_ � „���"-f,���- " �2 L 1E � WP 203 TRIM t� � ,._% � '�p1. 30# FELT 2 2x10 HEADER � �. WEB STIF ENER, 12" FABRICATED FI,OOR JOIST W/ WAZL ABOVE. RE:A7-12 ' � � �- � � , - ;-, � EACH t J ^ � � �-�. z_ �z S I D ,�ER WEB STIFFENER @ EACH SIDE OF ��-= °�q R�� �$�RD SCREEN ' � ,� JOIST , � _ .� 12" FABRICATED FI,OOR JOIST � � A��� - �►. 2x4 FRAMING � � _ �,,,.--';%'�;�� '` � =ic {STAPI►ED Td END OF VENT ... ., � ��,.a�.,�.�.e�u � •� _ __ _ _ _ _ b,��"�ao�o.G' SHEATING AND TOP OF SHINGI,E) ` ' _ ��.� �. I �f ^ ; '" R-19 BATT � 2 '-0" 0.C. _ ��}_�;-�, � ..'i. � i ' f ' a ' • � DRIP CAP � INSIIZATION TYPICAZ AT►L ,� r'� - 12" FABRICATED BLOCKING PANEZ . . � � � n ' ` � �-`'� '�"' ' ' ,-, _ _ �r _ - 2 , 'J� " ' S/8 GYPSUM • �o � - :s-� � � � `j #306 WHITE OAK WINDOWS ` 1 -. _ ' - • _ �- - � , . � �� , --- -�--- --- - - -.___ - � _ _ - - - - -_ -- _ - - -- _ � SHING�E �AB �EM�NT- ���=� '-0" RE: �A7-5 � �� `WINDOW TkiM / � � • , � 30� FELT �--,._. . . � � , � r � � 8 • �� , ' i � � _ _ _ _ _ - - - - Y� RUN SHTNGLES ,�0 END OF 2x4 - � 5 3K3�LITE FRAMING 5/8 GYPSUM R-38 BATT INSUI,ATION / �� � 'b - ' f'``~� � f •j� - , � - S�IEATH�NG 1 1 /2"=1 '-0" RE: A14-1 „ , . � _ - � HEADBOARD�ANOT�NOWINDOW 8 ROOF QYLR BAY WINDOW M - - � , PACKAGE ' � R-1 g BATT INSIIZATION -- _-_ _ _ -_ ; - " - ' �TWQ DOIIBZE-DOME SKYLIG�TS - � ' ' � FASCIA @ SECOND FZOOR ROOF ' �B STIFFENER. ONE � EACH SIDE ' _ � � FEA�HE1� CEMENT FOR � �ROIIGH OPENTNG � ' ' � � 1 1 /2"=1 '-0" RE:A14-1 PER JOIST. � . -_ � - _ � ~ - � R PROPER DRAINAGE 46 1 �¢"X162 1J2'� - TO BE __9 #93 ��ITE OkK COVE TRIM 2x8 ROUGH-SAWN REDWOOD, CONT. � 1x2 CEDAR CROWN MOI,DING TYPICAI, �fERIFIED , _„ , . , } -, n Y _ 2x4 (S4S) BZOCKING 6" I,ONG � � GI,U-I,AMS � ALL T&G CEILINGS �� � � - , 4AZUMINUM MIIZLION (TN SKYLIGHT � I�— l/ �--;; �_ « ' ' c - , � - .. ROOFIHG COATRACT�R TO PROVID$: PACKAGE) , � ; @ 2 0 0.C. � � . - - ---- � 5 1 /$"x16 1 /2" GI,U-LAM BEAM 7 ROOF AT ZIYING ROOM �- � ---� , - • - - , �--�° � t' SHIM WINDOW AS NECESSARY ; �I -- ---` +� �� � SHIM AS NEC�SSARY , �` ` , 1 . ) 4 x4 �IBER CANT UNDER 30# ti � .� �� #�3 WHITE OAK COVE TRIM ---�"' . � ;,,, � 2x10 ROUGH-SAWN REDWOOD, CQNT. 1 i/2"-1 '-0" RE•A13-2 FEZT FLASHING AGAINST W40D � '� ^ ~ � SLANT NAIL FOR POSITIVE ANCHORAGE �A14_� ' � ' CUR$ A�, 3_ �.I.A��, , 2' 2x12 CURB. SPACE �; BLOCK ,,� T � BIRD SCREEN � 2. FLAS1� CURB AT AI,L 4 SIDES. � AS NE�ESSARY `, �4 3/4" PI,YWOOD STRUCTURAL WINDOk� ? � 2 � � SEAT (ONE PIECE) G - _ _ RUN UF FALE OF CURB TO 2x,¢ FtTRRING STRIPS • � 6 ROOF AT LIQING ROOM TYPICAL ROOF _ -- WiTHZN 1 /2" OF TOP OF CIIRB. . � ' � ' ' - � - � � , NAII,ED AROIIND EDGES �TO � 6 � �, I �-F , � 2 16" FABRIGATED JOIST SECTION '� �• FRAMING W 10d NAII,S ON • � „_ , _ �� NO RIM JOIST � SIDE OF ROOF. � 2 � 3• ) ONE �AYER flF BITUTHANE AT.AZL`� �,BETWEEN ROOF JOISTS FRAMING ` �1 ►� � 1 1 /2 _1 0 RE: A13-2 - 4 STDES (ON TOP OF 30�=F`ELT) . ' 3 c/c. � DESCRIPTION ' - $KYI�IGHTS W/ WEB STIFFENERS � ' - � a A14_� FRAME WALZ TO UNDERSIDE OF ROOF —� � - RUN FZASHING UP, FACE OF CURB , _ - � • � SHEATHING W/ SINGZE 2x6 TOP ` � � TO WITHIP� 1 2!°'0� TOP OF CURB ENDS FOR NAIZING � ��--•--.. ThoroWall A Exterior Insulat�on 8 Finish System� � 1 /4" RED OAK PZY��TOOD WTNDOW SEAT. �' t g y PLATE TYPICAI,. # , �, " �' • � � ' , NOT IN WINDOW PACKAGE is a exi e, ou h �nsulated wall s stem that can Z , AND CONT I I�TE�'ED 12 ONTO �SHEA�HING be instailed in new construction or used for the 2x2 CONTINUOUS t o � ; � 1 x6 �&G EDGE V WP4 ZNCENSE ti � 4. SHEET METAZ FZASHING AT AI,Z 4 CEDAR VERTICAZ @ SKYI,IGHT � � y restoration of an existing structure.The ThoroWail , r � fi - � �fl�' , � METAL REINFORCING W/ 5 8d NAIZS . " 5 16d NAIZS PER I,AP A System has flexible finishes that are available in a 2x10 ROUGH-SAWN REDWOOD, CONT. � , , . SIDES (ON �OP OF BTTIITHANE) . , RUN ` OPENTNG , - „�a ' � ABOVE & BEI,OW PZATE � ENDS & JOINT � 2 0 0.C. FZASHING UP FAGE OF CURB TO WITHIN, S `- �� variery of aestheticaliy pleasing textures and � , , � � + " 0 1S . B�ECOW PLATE � 2x6 CRYPPI,ES @ 2'-0", _ - ' ,, R_� FIBERGLASS B colors RE: �3 . , � _ . 1 /2" OF TOP OF CURB AND CONTiNUED 5,� 2 FIEZD BEVEZED PLATE ` 9 ATT p► - - � 2x12 ROUGH-SAWN REDWOOD, CONT. , ; ` � � 12" ONTO SHEATHING. ' CONTyINUOUS NOTICES FOR ROOFING COATRACTOR• SPACE SIDE FASCIA MEMBERS TO '�p - , _ � ~ '2 INSIJZATION. RE:A17-12 MEET TOP & BOTTOM EDGES OF ° - . . A ' ints ust be thorou hl TYPICAI, FASCIA @ FR�NT AND � �� WP 203 TRIM • � , #30b WHITE OAK WINDOW TRIM / 1 ) 11 felt �o m g y , , � . , 2� , 1 /2: SHEATHING cemented. 50y� overlap. REAR , t _ _ 2 �� ' , � 2x6 FRAMING � 2 '-0" O.C. � � �2x2 NAIZER, FOR FTNIS$ED � _ � - - , � �• I � �' , , 2. ) Exposed upper edges of shingles must G. I. STEP FZASHING, 8" VERTICAL , CEII,ING TYPICAZ ' , ` ° ' � . ` , 2x6 RIM FRONT & SIDES & 8" HORIZONTAI, FLASH UNDER � � V" � - °'-��� , �� i � � ` 2x4 BZOCKING BETWEEN STUDS / 6 16d �'OE NAII,S Q EACH be cemented and feathered t�ith shingle • �� � - tab cement. SIDING & LACE W/ SHAKES pp R-1 g BATT INS[�I,ATION, FROM� ,' � � � � '" _ , ' � @ 2x8 BRACKETS. 2x6 STRUT APPZY BITUTHENE 36" UP 6" \ , � UNDERSIDE �F TOP PZATE TO - ' � �r'� ��SKYbITE FRAMING � - - 3. ) In valleys� and where shingles �� � 6 'MINIMUM BEZOW ZOWER ROOF `• , KY � - AND 18 ON FZAT � , ' PZASTIC FILP4 VAPOR BARRIER � DINING ROOM BAY WINDOT�TS ��� meet vertical walls, edges of . SHEA`�HING C PART� WAI,Z. � ,. underlayment must be cemented to _ _ ' FITZZ HEIGH�' � EXTERI01� WAZL �� •- � =' - structure; where join�ed, joints 2x6 SINGI,E, _ - =� � , 1 1 /2'�=� ��,� t ��� must be cemented. End rows of TOP PLATE � i ` Z 2x1p FTRE BLOCKING - � ,, �' - � �'`3 r, � � shingles must be fully cemented. _ 2 , _- �ij2 ROOF SHEATHING �f - R-1g BaT� INSIIZATION F , � BITUTHANE _ ° � f' OT�i' 0 f'�T CH T4Vy NH aME S Vail Color�ado 4. ) All roof penetrations must be FUZi� DEPTH 0�' I,�WER' ROOF � � � - - I thoroughly cemented all around. - JOIST � FARfiY WA�L. ' � ` - - � � ' ' � �� Use materials that retain ` ` ' / � ' �': �-. 2�4►� .� Z�-On Q.C. ` ' � ' , ' �ill rwgh openings givei are as plasticity within temperature ` � • � � ° � � " - � _ � `j ` ' , knawn at this time. ZY�ey may cha�ige. , � O','�'�' O pAT C H T I T L E • ranges to be encountered• � 5�g1f� TYpE x GYP. BD. FIILT, , . , Therefore, all doors, v�3ndaws, skylights, � , HEIGHT 0� PARTY WAZZ;, ONE ; 30# FELT. RUN FELT ,IIP FACE OF CURB ��ci.�� cabinets and sim3�ar should be , TO W�THIN �1 ,f�'t OF'r TOF OF CURB. � ��ly measured a.n field before rough T 0 W N H 0 M E S � 5• ) No nails or staples should be � ,} rSID� ON�Y. `. � ��RE _TAPED W/ . °` � � Y - - --y � - n ��� -,� - exposed. They shouid all be under _ •- '��QSG GOLDBOND Q-�' TAPE. -_ opening � prowided. _ . t�� R T N E � SHI P �-V0� DET�ILS � _ - shingle overlap. Nails or staples , ��- --�� �� _- -, .. , �_ , . - - 1 � ,:� ,- � _ _ - should be driven straight, with the M1 t � �-. - - -� .. � _. _ , _ f , � ��YLIT$�FRAI�I$G . Always refer to architectural drawings /�VON CENTEf�� BLDG � -r__.� � _ _ _, - right amount of force not to damage " , ���I" '�'YPICA�. SID$ FASCIA 2x� 2 WOOD- CIIR� � � � for confirmation of design and dimensions.� A�lON CO 81G20 the material, but sufficient to � ' � "° -� �. � - ' ' . " � , � � '3"=1 '-0't RE: A7-15 Resolve any conflicts via written author- ' " penetrate into sheathing. ' 1 ��'2"-1 +-Q" RE:A14-2 1 /2" RIbGE VENT S�iEATHING ' izatian prior to proceeding. . Y T-�L 303 999-�9�� drt�twn b •E�IiN 6ACHRACH � C�C i-� ��Q ' ` � � ' ..,......�. - d.,...�� _ � _ >..o..� '' i ,.......«Yw�..:..�.�,..,,�,�..t.............,.'.,.-........<.-.,._.._..,..�....,..__.....,-, .__.......�,._ ...�,,...w_m_,,... .,._.�-... ..�..,�.... . ..r ��...._._..... .. ..� . _ , , r _, f . ...,._. � r .� ._ v _ u , _ , - _ _, �_ - - _ 1 !� � � _ � , �, �, , .. _ r _ . . ' �� • �� ����������� � � �, i �,r�" T - �. � ���' ��'k ' " ' ° f .TlioroWal A�E�ct��i�i�3lr1��u1a#ion 8�-Fini h,` . � p' i , , , s �ystem��� � ;' �s a �x� �, taugh,�nsutated walt sys#em #ha#c�c�4; � , , , be„inst�l�ed ir� hew`�con��ruciiqn or used�for-th+� � Y � ° - _ � - � restor�tiori of an existing stru��u��:The7h4r�WaU �; � . _ � _ � A Systern has filexibte finish�s that are��aii�b�e irr& � K ,�varietjr of:aestheticalfy pieasing tQxture� �ric1 ,:- ;" � , ' - 2x6 stud wall w%si.ngle sole plate , � , aolors. R�`;�='�,'�}3 � � �. ° , , . , . , ,, , _ , _ & swgle top plate typical � . - , . ` � . - � �?I3 white,bak base (Re: Finish .�" sheathing ' ' �J$�S- � ,j � 'f` ,` � � �' ' e � A - , � - ¢•n ' e for loca.tion - , � �� � � �� � °�° � >, ,. , . � 7li�Thort�Watl�A System caR.beappiped�d�re�#lyto�_, � Schedul s? � ----- _— ' ° � _ � ccir�cre e�`�"'m'""a'sonr�,astucco�-e�cter"ioi�9YPsum � , __ =- -- . - .--.�°-, lx8 v rustic shiplap siding horizontal J , f ' , , y n � sheathi 4 � � Stucco on lath @ some loca.tions. -�� � -- , -_ - . - � ng,eztenqr grade piywovd as�vel1�s ot�er �� � Re: Building IIevations A10,11:12 ' 3!� t&g p�.Yv�od �loor sY�eathirng . r ' _ " A apProved'st���# - � , � . � � .� Plastic �i1m vapor barrier - � �,z �f - _' - 1 ' t _ , . r�tes.; , ` , _ __ : " abri�a�tecl floor �oist @ 2t-t)" o �c - - z � _- - Contiriva�s calking � - ��co�ti,nuo�s;a�er in�Cex�medfate.be�x�.rg• •- 3I4" tEr� P1Yw�ood ��ryor sheathing � ' � �'► sheathi.ng ' , ` - � �:. , - � ; , , -- - �`ypical third floor� �oist �nd bearing � _ �We� �iffener�'bne @ e�h side per �, , `12" �'abriCated�floor` �ois� � ' � . � � Web �tiffener � ° joist � al�. bea,ring I�oints- � _ ° , , - @ 2'-0" o,c. �continuaus over' � - ������abrica.ted biocking p�nel ��, -- . �k --�_- 3/4" t&g P1Ywood floor sheathing - ��� �;� � F . s inter�ediate'bearin � -. ' = - - ' abricated bYoek�ng panel: g' - _ ____ . �ip�,p. � �Additiona7.� blclekin @�sane�1, Web stiffener oxie -@ each side r� � � � � V-i�ustic shiplap siding ,.., 12" fabrica,ted floor �oist @ 2'-0"o.c. � � ' g' oca.tions`. � _ - - - , � ' hori�ontal cut @ exposed it� � 2x12 joists @ living iro�ni Re: S4 � ' a _ Re: upger f�oor framing,pYan, S� � �" , _ ' � _ ,joist @ all bearin�g points ' � � � ' �'e ' � � ' ' , :. _ ' y 2x12 rough sawn fasci.a. - , � , � ° . , , 5=1/8',�x13��� glu-lam b�t � � ' � y , '* ' A ,' 12" fahrica,ted block , bot�oal edge of siding. � � , r , ,' ` � y -. , � � ' ' :,�T_°:, � �nel�� • R-Y.9 fiberglass bat insulation @ joist ' - 3� � ° - �lat-tap�e_ gYPs� board edge at � _ ° ? � '- °;.' °�< `�}�t� !� ° ;Addit3,ona1 blockine @ _� �.cications - R-19 batt insulation @ joist space - - , � --- ' space typi,cal @ exterior perimeter - � g�u_lam = � _-'._ , , .: .a' , �Re: upper floor framing_plan, S-4 . 12�� fabrica.ted flaor joist , � � " '- � ' ' y ' , ` ` ` 5,-1/$"x13�" glu lam beam Ft 19 batt insul _ � �e ' For cei.ling fi,nishes Rei F�.nish SGhc�dule , ` xi � � a,tion @ sof�it to � - Web stiffenerf one @ each side per � - -- - - - - - - - �Fl.at ,type �gypswn board edge lap tog.o� wall - , G�qpsvm boaxd ceiling <Finish i joist. ' ` , _ � � ° � _ � . _,_ _ . A . W_ . t � _ .. , � � Schedul.a fQr loca,tions� ' S -12�' �'abricated blocking panel ' ' -� giu-Iam , , � , 3/8�� ;r�ugh-sa.wrz plywnod soffit ` �r . k'it= t� t ` - = �- = -- , �. I #� ;�- ,s - � ' ,'�'or +ceiling finishes Re: Finish Schedu].e�. , � �-_ no�tri.m. _ � , . �_ - _ - ; �. I #�� - ' - , � � 5/8" gypsum board � �' 5-Il8"x12" ,glu-lam beam ' _ � - - - - - � , � , r . . � - - � - --- � 1, . .TYPICAL �IOR wAT�L 2 GLU LAM C�TNE(,TION� , ; - � �� sawn tpp cap, sloped � _ ,� �z• cut ti.ght, no trin, �Q.�J LAM �I�TI(�T �z_ aVERHANG �1��� = 1�-0�� Re: A13-1 A13=Z � � l��T = ].�-��� , Re: A13-2 A9�-� _ _3� � - , _S� - - 4, BID� _ _ ✓, , � - - - - - ° • �-�y-' I�" = 1'=0t�, Re: A].4 A9-7 . '�'`_ 1�„ 1,_p" Re; N�Al4-1 .._ __ � . _ _ . _ _ , �- -- v _ , 2x6 single top pla�ey t� 2 --- �o , . , � ' , •2x10 f ire bl.ocking . - ' �Air space �-2x6 stud party wa1l wf single top -- �j ` ' � - - - -`- - ... , plates - ' ' � . 2x4 (S4S) post Re: S7 for post � ' � Ioca.tions. Scab to cantileveac ` . , 5/8"� type, X �YPsurn board full height -: - �loor �oist & naa.l securely.� � - , � � of partp wa11; one side onlp. F�re ' ' Balcony pos�s @ 45° diag�onal .balcony -�� � taped sItTSG Goldbond Q-W�tape by fram-- ' walls tiust ha.ve 45°' block�ag so posts ing contra.ctor � rema:in square}to balcony autline. 2x6 (S4S) txeated. deck t9.�t butted. . G.I. flashing continuous from � - � Le�ave 3/8" gaps where 3.nclica.ted. � R-19 batt i.nsvla�icm fuil hei.ght @ ` F � Notc]x for riu�'joist. , ; under patio door si]Z to outside `� ' lx oak sill extens�i.o� .. �bo�h sid�s of party wall'. - �pical - . �1x8 Y-rustic shiplap siding hari�on� �N edge of first'2x6 decking,board� �` � . , Y Wood� �io ' 3/4'� t&g plyatiod floor shea.thing - . 4 ��ta1 @ botb sides of balcony wall � , , w/drip bang �I..ashin ." . Pa c�oox - _-, � � g , � -- - - _ _ _ - I ,`� - 3=3/8" ga,ps� � , �_ 'drip to1�oist 1 _' 3-2x6 si1l `support block� ' " •- =2 - 3/4" t&g plywood floor shea.thing � � - . _ . _ ; Gra,ting 1 -3� x 6 7 3/� . ...__ _ , _ `° • .._ _ ._ _ _ , _ � 1 , , ` ' k �i.� P �, � , , �.2� fabricated floor joist , - - • - n� .4 � .�' ��.J i.� N •� 2 � � ,b � ' � , @ 2'-0" o.c. � � ` . = ,_ _.� � � � , , , �t � , . - 7x2 na.iler for gSrpsurn boaxd typical '��° � ���� ��c�`,�e�e ; r �.' 1 ,� , ' � - � ` ° _ ` , , � � , .; � ` ` , , , , T`f'�oorh e7.� ar� �te s� . . 4 , . _ " . . ° , 2x6 f ire blocking - ✓� - : _ _ � � . _ ._ , --_ __...� . , ` � _ - - � '� ,- _ � , �. " � , . - , .�..x � �1Q� `l�JrOCK��,�� Typical exterior wall Re: A8-1 � r . , , � � ' . ` _ , } ° , ' _ . l ,�,., . > _ , � � ! , � . ' � -� ' .�Continuous calk � � - - • 2x12 r3m joist ' � • �- _ ' . J ' ', _ • � ,? , 1 .. i � ' � _ _ � . , 4 � 2�c12 R.S. �asci.a _ E ' -� ' 2x12 R.S.� fascia: � 1 _, . ' . _ . � ._,� - � � �. � � , , - • - � � �� �t ' ---�-.;t= . _ _ _� � f� ' �� ���:Y��� - ` , , � ' _ ' � ; .'. ' _ - _ • 2x12 blocl{i,ng � � _ 5l8" gypsum bc�.i"d bet�een joists ° .� � � ' 2u12 cantilever floor jois� spacitig r- , � > - - _� _ -� . � _ � _ . -- , _ ` - : • ' , varies. Re: second floor framing �8-19 ba.tt insulation � 2�12 ,(S4S), tra�k_hangi�►g, � - ��� ' r . ° pl�n. � ._ __� _ �,�. i ��_r' b�.oc,� _ ' , , n : � aa�a�.2�r k, ' _ , . ��`� ` :, , . ` _ stie�,thwg'. f-, , . - '@ center o�_�gar�age' � i_F�ID WALL_._,'. __ _, _ is TYPICAL PAI�TY WALL - - " .. _._,� " ° - � ._, - ___,.� ` r Y Y E �°., � . , - , , c�oor azid 36_ 'to each side` X� 1 -0 A14-2 _ '�', w` �, - t=, , �1 , DETA�L TYPICAi., BAI�OONY.SDGTICIN � ��-'°'`_ _ , , - 1��r'��_Q,t �. �4_`l. ° k�'1�'@b10Ek].11g 2X6 ' �, ''�'���) .� -. ,_...` , ��&:��above�aud bel.ow , - � _ � � ' ` " 1���-1��-0" A13-1, A13-2, 14-1 st�eeT;bea�i. -�An�hor to beam w/powder Kt'�G{�k. ��1�J: 2 � _ _..__ .� _., � � - - ° a.c�iva.t�d drive pins � � ., --� - � � ,. r ; ,, � _ , " - -M _ _ ^�` - ` `WI4x34 steel beain. S�L�tf� -web spa,� .° � - - � , w/R-19 batt insuZatian - ' ,, . ', � ' � ��lx8_.�lasure,B� � ; �` � 2x8 cripples @ 2'-0"•o.c.' � ' • , �3/4"�t&� plywa�d �loor sheathing `� < <batt ansulation `� . i . , 3I�" t&g 1 � , , . , - . , . A p ywnod floor sheathing _ f , , - � - ' - J„/ `�2 rau.gh sa,wn,c�dax.,� - , Zx12 floor joist * � y � - - ° � , , . � - - � � , . ^ ,?�12 �'loor joist @ 2�-0!' �o.c. ��'arage dAOx� head, , , . , , , � ' � �� " ��` � 'R-1�'°batt insulation � ' , � �'ypica� exterior wa11, - ��ar �atr�i det�.il Re:' A�-14 � " � w,f � , 2 1'-1��' floor step-c�a�un ; " � ' '". . `2x12 blac�king . _ ,ex12 rim joist � °T� - ,�__, . . __ �=-��_�F - . � r_ _ _ . .. _ �. .�� '_` , -- - - � - _ -- -----____----�- f 9 .T .. . .,_ '� 1�2, �TYPICAL GARAGE TJOOR OV�D A1�ID A�OVE- " - R . _ �� -f 2x12 rim joist' < < . ^ . � ' ' _ , , 1� - 1 -0 A13�1 �3-2, ' � treated sill. plate , �'/'��� �&� pY3'� floor bheathing � �A ,R-].� battliuusul.ationr�joist � 2'-0�� � " ' " � , , O.C. N , - 12 - � � ,��4" t&g p3:pvwood floor shea.thi.ng " - . ° �' � ,► `s ` 2�c6 nailer for drywall ceil ing� Living room le��el - __ _, 5--2xg-post - _ , , � ° continurnis betw�een 2x12 blocking ' ��° �== � - • � 2x8 ,t la�e anchcy'r tt� steel beam� ` � 2 _ _ i�" ,����>� m �- .. ° ' �� 2x12 blockin between rim oist & - ` �'� _�� �` � P �. - - k • ''� ,5� lx6 ( ) ieal rack ha.n - first floor goist @ 4 -Q" o.c. ��'y<�' ''� . �'t ` � w/pawr�er'aetiva.ted��drive pins,@ 2'=0" o.c.; , t , `9 � S4a vert t ging block,: t 1 . � 1 k ' 'F' ° _ _ ,- ' . 5� ���'���r.�,n„7; �•,,•a• ,y '_�"�... � 5/$ gypsum boaxd; ,� `� R-19 batt �.nsulat ion , . ; ' , '' y�� . INI6x44 stee�. beam (16x7), , • , ;-� , ' , ,�.4,t( ,r�i�gh,ss�wn) cedar amb � .� � C=�.�.�.T' , t �_ . ° ' ` - 'Z`X� �10('.IC > „ y< . _,�-�,` � . _ � - , `t r�`�OOCl C�.bS17I'�? 5'trl � ., � � � . ing betw�een floor,�oists� , p � ' � � _ a�t� G,� nail, to �oi.sts � anchor to "steel�bee�m,-� - _ . . � � ��---� '`� �`yp�cal �top o�' concrete wall , �,s , �w/powder;i�etiva.ted drive.pins , , , � � � � � � - ��� -- - - - - t - � ` , £� ��� - f . - _ ; , , i� � :; _ ,_L ,._ _ , . _ �, ; '� 4 °GAAAGE DOOR JAIaB A - , , 1� ; � _��`�,y , �: _ _ � �Ts���► �- t , . �2 . _ , ` �2 ' ° � '; - �.�,� � 1�-ot� �: ars=i, _�-� � ��i +, 1 Qa o �, �"� anchor bolts @ 4'-�1" o.c. y � board wrap . _ �. ._ ��� � � � " ' --- _ �_ _ 4 ` �c�l@��Iy arowid steel beam ; - R ° ` . � ` ' , F �a _ 4 �rfw�oo�d na3lers as necessarg_ r � -1�}�-J_ . _ ' • � y � �7/V�'t ' , ' '-^c',*�r^-r-• � � ` 2y�4 on edge plate, Anchor inner 2x8 'nail�r anchor �b � : � , ` �-sa.wn �lywood _, A ' . - - - - - - - - '- - - ' � 2x4 to web o� steel beau� w/powder�-�� __ stee3,�beaa� w/Powder activated� `s�ffit. k'it tigh�, = nQ t"riic� � � '�� 'a . , , _ , � , r _ � activa.ted drive pins @ 2'-0" o,e. : - `�tlrive pins. . . , � ,`�;�' � � �x8`�i�stic st#,iplap�siding - ' � ` � _ • `, , l,'j ` . y �Nail outer 2x4 securely onto ar.chored '� ��� �- - �� - V , ' �� - � hor�n��1 _ . _ , ' � ���� O- • ������ � I�E S Va�t � ° " aW��l�! 0 ��olorado- � inner ?�4 , �- _ � r ,- . _ _ . , " `- , ` ��" She�,th� , 2 12 � � ' - � , . , �, _ , � ,_ - - - - - -- . � � ' � p`�� �� , . _ � � �, _ , - ` : .. � �-�,_; ; ;x�� .,�... ,, , - ' ° �. . ��� ���.,� z � � - - - - - - _ - - , _�� ��t.� . , f'0 T��'0 P A T C H � T �T C:�E ...� � .- r. . ,� - � s _ � � . 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Atta�hment � � - , �r�xpected to fail bei.ow,40°,F (4.�°G�within�2�- - APproxima�efy �05-120 square feet pe��fiS lb. ; �._.2� FQR DETAI� @ TOP, OF� 'SKY�I(�HT - . 4 , . , ,- �,,; _ ' , r�; '�horo Sy�tem Prod�acts a�proved= m�chanical , hour pertod a#tEr �pplication.�ProVide suppls-� � p��t"mlxed one-ta-`one with portland cement.`"� ' fi� ' ' k CtFRB��& FRAM� RE: ;A?-1•�. ' � � _ � �' - - . ; � ° � . � . � , , , `f:as#eners��re`a'ri op�lon ttiat can be u�e�-with' mentet'hea Qr ro c�i y . , � � 1 , ` ' , - � ` r � , . , ' ,, �p� ��� � �`' � � ',� ` � . , , , t p tQ �n a8 required., As a base coa# ov�r EP8 board: - 1 - �';�pand.�d pol�st�rrene(EP�)T�pe1�1.A(bs./cu.f#:•,, , th���s��m.�� ' � rvximatel i75-�185 "s uare fee er 6� ib. 3 FOR E ED 'STA�R SECxIONS � � -� � � �� � .� , � � _ � , , 'f � ` ` -�_ � � . ' � �� � , . "_ � pp y o o t m �r 6ase%A hesiv to � 'r � � � . NLAF�G . aver�ge d�n'�i#y 2 x 4��sheet$,'air dried fvr�rriit�i- Y C�o not � I Th r Wa I Pri � d e ` PP Y _ q � P ` � �•AS• � � • ' � ' f� ' � ' ' "Thoro�lilait Reinfo�cin Fabrlc � �' , an EPS bq�rd substrate damaged by ultraviolet -f��F mixed one-to one with po��and Gement _ � � � m�am peridd;cif.siz week$,�tested�in.acco�dance , , � , t� - . - � , � , s t' �" � �� ' A s e iaii treat�d b laneed a en �weave fiber- radiation �antii the degraded surface has been , . as a�base'coat over concxete 8� m son' '' _ �:,J4� F�R REZATION OF WAI�ZS TO G�T}� ` ; `�►vittt�ST�1�8�or UL72�;�with��fiame spr�ad of25 � P �, Y • � r p , , remaved f�om tf�e face of the b+�ard. " , , . . . � `� � ry" , � - , �. �AMS���tE: Ag-7 � T ��or tess,�s�rwke devetaped.of 450 or�less,��STM � , , �Cass mesh foE_usa lntith the TharoWall A System � , , , � _ , , Approxiinatefy-15�-1��5_square feet per S51b. - 9 � C578� an�t ElMA �uideti�tes; third party certified/ ��� d�sig�iec3 to,reduce surface cracking and improve Do not use trim accessories. •� � , pail mi�ted one-to-on� with p.ortfand cement. .�, , � � , ��5 � 2x6�„T�ES AT 4�-0 i' 0.C. W f 4 16d . �ode tisted- ' , � _ ` , � � . �iii�pact resistarice ih th� system - , 3 , - , � , ' � " ` , - , y A• , R , , f F , , ; , ,7horoWalt Acryfic Fini'shes �� Cpvera es iven are er 70 I ail 1 BLOCKING - '�`tioTa�lllalt �rlrriet �s�etl�dhesive ° , � T�ic�`roWall ,Rciyrlic Fintsfi�. `r ' ��ne texture '125-140 sq. ft. z h C�(,.���, ( 9 9 P �. P � , AA�I,S E END THRII �t � r � . , ... ., � - . - - . , - N , TO �TEB OF JOIST. � �4n ac lic b! m�r adhesive mized at a� ane-to- '� �lexib�e,jwater roof r�ad -mix ac lic finish � � , , '� � RE: , A15-01 , 508-03 ' , � � � � Y � �' - p � � � - ThoroWall Acrylic Finishes are available in �t'6 Meciiu�n texture 125-140 sq. ff. �y , r one ratio by weight w�th por�land cement Type I or r. -� coatings#hat are availabl+a in a variety of colors and standard colors. Special colors �re availabl� on a � Coarse texture � 115-130 sq. ft. , ' , � �'6 � THIS I�IMENSIt��T MUST BE HEZD , il (pSTM C15�jA is designed t4 adhere EPS board, ;.,;.,<� textures. � , - � made-to-order basis. (See ThoroiNail Standard , � Trowei texture/Extra �ine ' 75-165 sq ft.{* � ��-� � r .,�,to mcsst substr�tes. Aiso used as a b�se co�t to, � x, ',� Standard Finishes: Fin�, Medium, and Coarse. � Color Chart or Thoro System Products Special Betgian Lace � `�` 125-145 sq. ft. � - SO T$AT HETG���, RESTRICTION CAN � � embect ThoroWall reirtforcirtg fiabric. ` � � ,;, DeSigner��inishes: Trowel Texture/Extra Fine, , �olor Fan Deck).` ` �" � � ' � , B� COMPT,IED WITH; THZS�IN TITRN � } _ „ _,_� �. , �_ , ___ u�. v . , , � . and'Beigian Lace. � '` ' - ' - y . � , WILZ REDUCE� THE 5/12` ROOF PITCH ' ' - , ' � _ f' ` � ` "` � °' ` � SOMEWHAT, TO ¢.6/i2 � � . _. � A�-5 � _= AT-5 , , � ,��-- _ _ —��— f � R�C�F �Z1DG� � A�-� _ _�..�..�.�.� - a�r-� - �,.f,���.b.� —_� ��-„�=-w �-�- �. � B ��.,�� _ ���,x�:,;�.*� ,� �?w--��� - Al-4 ,, "1��, e"`°� `�;'�'+���..'v;. � l��-4 �.,�'.``.�.- �4`�`�'�'��"='-'-`ra,Y _.._ ''.�" c e'�.° '-`� ' �C � �• •r',r �+' �>�,�:i�.rY ,�� "�'y,.�a `��k.�� I � ��^'�"n .- �' aa �z�� +w''+a `.�°�,�" �" X{,s.i°,��.+a ' ' .�,.�,�w�,,,,�-��r,,v � � _ '����`�s�„"..X�_ `' �"+�a. � � ...w ��;;h.",. � y� /� • �'1�•��,*y Zvy�,'. 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ADD BATT INSULATION IN BOX, SIZI,S AT , �' ( � �p GARAGE ,� ; 43 `41\�� I ' � w � � ,�' TOP QF. INTERIOR�CONCRETE BZOCK _ • _ � _ _ � � � , � � � � � , ., ( �. � � , � �r FOUNDATION u -�'� �: �i � t; � L�W 6 2 LY � rI�RR�'v G►�!� Q � � -- x. \\ (I �, � ��t F+ v �� y � �� � � �� .1 ��`O' •�' � I ,. � ^' .. . -.......w-•.--,..�...�--.......�_� ? a . 2 ... . -i--,-" __ • --- `wy� C \a ♦ �I�� I 4, � _ - - I ` i ,' . �� �-�, - � _ � � '-"°---i -- J� ,hl���, ,t � ^ ; , ---- - . . �� __._ ���- -- �� _ � , B�erowgr�d� Wat+e�proof�ng _ r� _ 1,���� �, .�.�.. ,..,� ,Q , ' ',��,���„�n��i =1t��`ill��,_.._.,. ; � r�t�� , - DRR�N ��F-`•� ;i�;��,� �►C�Av�� . DISSCO #54fl Mastic[s tc� be apptied�n two ' ��p�s7vl�(?�D So�� y��1���11-'� � � ,,, A ,caata�E��h coat consisti�ig of 5 to 6`galions per" u�tpEf� �c�Y�r�c,s ����1� ' '°? � �p0 spuare teet of area.Vl�ith a finished twa , ' e~ .b t coat dry film thickness of not tess than'1'f 0. � �~ � '�D�`� . in�ls. Dryin� time between caats is 30 mint,tes. ' ,�, ; �����, �� , � , , ,,. � � -�`�"�'� ; �ppli��t�an� Specilications ' ���;��'-_"_��;;� ;, � � i . , xl _. � S E C T I(J�i�', � ��ts � � . , 4 _ z � . � - - - � GaQons per coaE per�OO,sq.ft. 6 T � - -_ _ � _ Finisheti dry film thickness 110 mils � S��T rL��, , t L � prying hme belWaen coat9 30 minutes - - -- -- •- -- - - - f � � I � S atssco�sao M:.tlaSpocittcat(ons �cotoi � � B�ack , A - - - - -- - - - � �1�Neight p4►gailon B 5 Ibs., , . � �.� � �K+ Y�.OVI"4�Q��� ; _ , • ` � - � Qlgt IH ve1t C18 - 38.�� , , F Non-volable Vehicle 57.696 �u L� `.r 1��� , Minetai f�ber content - 11.294 � + W �fash`po��t , 105 degrees � �' —F�ATf ItJ51}11�TIQN ` " � �uret�me ' . t2-ts hours . - - i . F�extbu�cy ' FlexibleYo�o� r � (a"�nandreq � ' � � � Slutnp 1�4�yi ipch fitrt�thiCkness � hiotie . � j _ =�L'ineat ShrinkaQe° 25%Max , � .� Dec��ase of'tHn�thlckneas after cu�a 3296°Max � - , RAsistan�e to hydro8tatiC head W(th$tands 20 ft head � , ' DI33G0�54t�,Mastic rosats or exceeds Spec�fications: `�,/r(/ '�,� j ---� ' � AJ4SHTQ M 243•85 Mi�l�i aty SpeC.M L G82052 U d ��il�! , ^ �,_.. .. � _� _ __ _ _ ._ _ _ � _ y - - - INSIIT,�T�OIQ TO BE FZUSH �a��PLED [� T T � �TQ 'BOTTOM �OF JOf�TS ZIKE T�iIS • • • � � 1 O ` �� O �� 1 ��H T�V�I NH ON1E � �1llatl �olorado ' (WAZL INSII�. INSTAZLED SIMIZAR) � � � r . , � . . BETW�EN RAFTERS AND JOTSTS ° � R (� 0 T�T 0 �'A T C H T I 1'L E • , � , �. ;;� . . _. _ , ,� _ , - n - , , - , � � � , , _ ,� �.3��ra�Y, ope�ixigs giv�y;a�e,as � f , .T V 1�V N H 0�I E S _ `,« . , � . _ � � s �cT�a s T � � � �� � t . � ..t , , � N ��U BL D � . TYPICAZ IBSIII,ATION, IH3TA7,LATIOR , � � ���Y �� , , . _ � _.� � _ ' _ � _. _ _. - � :���� ,�a� �� � , C�� RTNE �-SHl ('. , s , , �d�we,.+eikyli.g2it�� Always re�er to arcf�i'tectural drawings /�VON C EN TE f� B LDG , ;, tped�cine eabinetB �rid si�l`a� �uld be"�'" � for conf irmation of des�gn and'dimensions. � � „ , � NO S�AZE " " *�actua�3.����,t�ed �i fie�d;t�efore rough� . 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I a -.� � �--'.. � �-�-_.��� / � tn ` �., � `�' � k - a � � � , � �� �i _ n 7_� � �a - � � 1 � , � � , Q BED RM. , ; `MA$TER 8TH �,__ - A ,7 i „ � Q � � , � s� I 1 � � � ' � r � � � /� S ,'� " � ' 't i�/ � � f � � � i `� � t ��, � ,�B '� ��,, � �' i t ` ; � ; �;� � - 4_�_ Y _ "� � � � "� /ff � ^ � � � i -� f �� r�_� _ �.�• ` i G�� ` � �� � � � ' , ' �� � i , � �� � t � ` i : _� ,� , �_ iY ' zi ` ry r` ' t i ,'1 '� \ � I � ��_/ '�� �� ' � i� fa �� ' � � —� � a � i � ' ax i r9. --- .— -- '_-' � � � __` _ _�_`�—'— ' — ' - _ ^'- - - - ' - - -__ ._ _. _ �^ � aX fl 3 J7 �"'� ��t' �`�# � {����t��tf:�s�:��:s��`�'°��'�s �, r - - -- -- --- - `- �+ � � �_- � � � _�� _ � � � � � ��� � i'" ' sr� � „� � � � � x , ' , - ' j { , � �� � o ii � �� � 43 ..._�,-� � � � � � l �� ' � �``� w, � � � I --_ `''_'_- � i ` f t I � i '' � �._.� j I i k � ,� ..�--- �_ �; , :� � ' � �t ( � � , T , , ' � � t �' � T�AIIN RY � ' ' DINING RM. � LIVING $14�- �tREP� A�g 6? � ' � j � i � ; + � a � - -- -- ! � i j i � ;' � - - - � i �'' - DECK � , � , � � � , ! � , I - � . r , � � �� `� � ` ll 3 ' � � `, /� � ;R, i� �f !t I � � � � i y-F�},'j-------- - --- - --- �'�"7 kt _N � " ' _.�.�- . --- ^ ----- - '_ -' � ---' - _ -' _- - — '^ ` i � I, � � � IE`a�, i , , ; �� -- � ---_._ _� ____---_ '_'.�-- - - -�' �,r .,a� � � � ° ° ' s_ � � � � - � � � � � ,F., e LARJ�ae�« a...'.��w,°x* '� �'r t t a,�... N.rt. s.<-yy::'r'F �p`"'f""°` — � �,� � ' ' �1�'v�� ��t �1 � � � � ) "--^----- � � � ��,� -v '� � � __..�._ ---� *` __.� � _ ,��',a� u , � r '� ����� � y��' � �, �, ; ` ' �`. - �; _ + �_ ♦ �y, 4 1 , . � ��� �1 � � �� I � s, i��"�:7 � 4 r � � ��� ', � � ��_-y � � � , ` 4� """ � �j i , __ , _ - . - � - - - , _ � t ' r , t �f ( � Y; � � � �MEC �W � ��}� MECH.; �� �� y �ADI7 BATT TNSULATT4N IN BOX STZZB �lT � � ; B � " C I : ' � � i ` � '� f - _ ` ` � $c��,q� - '� f �, . ' �OP OF �NTERIOR CONCRETE BZOGK - - 1 � � } � � � - - � 4 - - _ _ . . . - �, � � • f , � � � �r.z ��_�. }, :� �`QUNDATION IN CRAWL' SPACES. ' I =� x: � 1 � � 4 _ ' � , i ' + ` ` T H e �� ' � ^ f C � �� a �._ . , ..,. � _U�� . �� � � � � 1 � 1 q` �—�j�-s , � '3 ,s , � - I 'D � " �_____. __�__--__..._.k-_� . ____ _ - - - - -- - - -° - � - - +----_._ _____ _ - __ _ _ � ._ �c 1 c 'o� �' �p� � � aQ p `�,� - - ' ,•�: - � � _ o � � •R. _a � �—'t�"`:�li"� ---��.°_I�=z.l� � , ` �Oy1 1 �.:�, �- ' - ' �, � ^�Q ♦ �� ,, "' - ;l, _ ��,4N.- ��':� i �� �_"..��1°'_ ' l'si .. � i ....<•� � h y � � � .,..;sis"�i'� . ,�.'� t�R:�','DY:.� � . � "• - a _ Beiowgrade Waterpr�ofing ;�� _ _ �_._____�___�_�___ OISSCO#540 Mastic is to be applied in two - � � �� "'� �~`'` � � _ _ � . ,� ' I SE�TI N` `'�� ` _ __ _ . coats. Each coat consisting of 5 to 6 gallons per � nV'f�`'�"`�° � � �'`� `, 100 squar�feet of area With a finished two • - - _ � -.- s Ir7������", coat dry fiim thickness of not less than 110 , _�_ -. �-.---�-; �- - -- miis. Orying time between coats is 30 minutes. � <, Application Specifications � � , coats 2 � � � ` Galions per.coat per 100 sq,f� 6 ' ' Finished dry fdm thick�ess 110 mils Drying time tretween coats 30 minutes � � DIS5C0#540 Mastic Spec(flcetlons� ' � , Colo�"'' Black � i Weight per gallon 8.51bs. Vehtcle solids 68.896 Volatiie veh�cle 31.1% , Non-votat�la Vehicla 57.696 i - ' Minetal fiber content 11.2% ` Flash point 105 degrees Cure Ume 12-16 hours - � ' Fie�bdity Flex�ble to 0' - ' (1"mandreq � ' Slump in Y•inch 111m thickness Nbne , Uneal Shrinkage 25%Max � T Decrease ot Ilim thickne6s after cure 3246 Max � " Resistance to hydrostatic head Wlthstands 20�.head � - _ _ DlSSCO#540 Mastic meets or exceeds Specltications: � A87M D-2822 Federat Spec.SS•R-451 � A ' � - - - �_ I' O,T�T 0 E��T CH T��1�` NH 0 ME S� Vail Colorado - � AASH'f0 M-243-85 MlUtary SpeC.MIL•G82052 .. � ' ' . . � ., . , , �' 07�T0 i�ATCH TIT`L � : " 5 - � . � , -� , P k �� - - l� " � y - � ' ' t - ,._�,_ _� a � ������o������ � �� -_ _�. ,_ TaWNHOt� �S s _ . � . , �, � :Y �k - �s� � ��;a� ���� t�. ����-�.���� , � �m . �__ � _ _ � __ ; __ , _ _. � � . S�Ct l ON S �TH� ���� � ��� �_ � � , r� . �� _ � �� R -r��vEr. s�� t� _ . 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TWO ANGLES � �`°� ,� " �" X 4�� RED OAK MrZZWORK NEWEZ �, .Y-T- ,-12" FABRTCXTED FF�OOR JO��T �W/ WEB ST�FFENERS y � `2�12 FIR TREAD 1 - ' � � ' �_ � � . . _ , _ � _ # � �. � � ° . � , � . � , _ .__ `- _ - � PER--UN�T. � � , �< < � � - � --- - - - - - ' . __ .._. - -- - , . 4" x w 13" RED OAK MII,LWORK ` 1 3/4" •'� & G PI,YWOOD �'ZOOR �HEATH�NG � , -�� BC3�'H SII3�� �, NEWEI� CONNECTION` 8c S�'RI1dG.ER � a� - - - - - - - - ' ,� , � � < < ,, � � , � � _ _ , � __ . _ " _ ~ . ' I,ANDING PZATFORM - �; ,� r B�ARIN� POINT� `� , � - , � , ; ' ^ f - ,� , , . TREAD & STRI�TGER DETAI S� ' 2 �--'K2 , _. .: - .. :�. : _ �na r �r . ' , , , . _ , � ) AS PER A 16=�]' ; . 4„ : � _ � , 1 /2 GYP�S'UM BOARD - , . N , - n � , ...�- - __ � ��q a , _ - N , , _ , , . ��� � �Z� ��u .�_ �_.. � � , Y � '' c j t Yt 4 ' ' _ ' u �� ' - , ' _ TREAD & STRINGEI� DET'A�LS ' - � , -- - - � . �;� `; ,� t �� � ` t ' ♦ � s � _ � � ` ' �, _ ' ' a t , '4 � i _ _ , _ , d - � �� � . _� AS PER A16-0? , - � �`. � ��N ' 2 x6� T & G DECKING. FASTEN' ' ' r - - � -- -- -- - - -- ' , �� N _ � __ , _ , . � � �k � � _ r � �_ —� r j i TO BEAM AS PER A 16-5 ; ' 'x 2_ .�. _�2 � � , � Q O � O � • r , � - - � , - ,�- 4 '- - -.. . .-- ' - - " � ' , / _ - , . , . . �, x 6 CONTINUOUS . - _ - , , , , - � � � ` � , • . ` STEEL SADDI,E AS PER 5 9-� � ' � 1 . � _ � ' ' �READ SUPPC3RT ' ' ' �� � I �Z.'�� � * - ' ' , �— ' � , FASTEN W/ 5-1 /2'�� x 1 3/4�� ZAG� `���� . , S�EEL ANGI,E AS PER �9-9 , - ' � ��, � , _ . _' ` . ' - - ' FASTEN W/2 - 1 /2 � x 2 1 /2" ZAG BOZTSY � , ', . ` 3/4" i & G PZYW04D BOLTS � � � ._ _ _ _ � ' ' f '�'ZOOR SHEATHING `� ` STEEI, ��T" STRAP C� EACH�.�IDE S � _ v � . " ` ` �,,r PER Sy�g . FASTEN W/4�1 /2� � � � � '- - � ` - � - - t - • - - - - ' x 1 3/4 LAG BOZTS @ EACH SID ' ' , _ � UPPER ZANDIAGS/STAIR CONN. 2 STAIR CONNECTIOA TO IIPPER �LI�VE�, ' ' 3 � yY/DI 3TEP t° = ��-O - � - - - 5 TYP. IIPPER ZANDINGS , „ _ - , , , . , � , ---- . 1 " _ _1 '-0" v RE: A6-4, 5 1 1 /2 = 1 '-0" RE: A6-3,4 � A6-2,5 1 "=1 '-0" RE: A6-2,3 __ --- - -- -- - - - --__� ,w _.� _ _ � - - -- - - - -_ - - - - � __ - - 4"x4" OAK MII,�WORK NEWEZ FIE�,D NOTCHED ' " 4"x4" OAK MII�LWORK NEWE� ; 6 FOR FUZZ BEARING UP 1 x Fs RED OAK CAP ` ' ' � � 3 � PER & ZOWER END OF 1 x 12 RED OAK SKIRT � ' -3f 4tr- PLYWOOD PI�ATF�RM�"---�-- NOTCH. _ _ _ - - � i i x FIR RISER t 4 x 13 RED OAK MTI,LWQRK , � , ` , ' � - ,,; � - - � � - � 3/4 PZYWOOD PZATFORM NOTC$ @ CORNER, � � x 12 P�,ATFORM FRAMTNG : " � - ; 2 x 12 FIR TREAD � STRINGER � ; � . ' _ , , ; FOR POST ' � �- , N � , _ _ _ _ . _ � _ , t3-2 x 12 STRINGER _ ' " IiAI,F-LAP JOINT BETWEEN '�POSTS, �!I,gO" g�� REINFORCTNG ANGZE BETWEEN HOLD PACE OF STRTNGER _ , ` � � ' � � , i � ; � � STUB WAI,Z & EDGE OF � ' �2 x 12 F�R $�, ' STAXR DETAI�,S AS PER A16-06 { ' 2 x 12 PI,A�FORM FRAMING & NEWEZ POST � . A . , ' � � , , ' ' � ; ; TREADS & RISERS 1 /4" FROM , ; " , NOSiNG BZOCK , , ; - - , ' r , ._ ... _ __ ' _ �`.--- __.�, A _. -- - C 1 - - - — - ., _� � - �_ - , FACE OF STUB WAI,L • � ; , , , ° � � � . ` , 2 x 12 PLATFORM FRqMING, INTERRUPTED � . ' � " - ' . � (� -�- - � � � � � '�TA�� STAIRCASE ANGLE, ' - _ " s � - - -i -- -'`U- � x FOR POSTS - N � , i � , �. . � � _ _ , t , � • ' � 12 GA GALVANIZED ^ � " , 5/8" TYPE ��X" GYPSUM BOARD - /� � ` � i � / F � � 'S�EEL FASTENED W/ 1 /4" LAGS '� , ` ; � A�Z WAZ�S & CE��TNG � � � � � � � - __. _ _ _ _ _ _� _ _ ` � • ' ' � � ( � i _ 2 - 2x4 BUII,T-UP POST HAZF-ZAP JOINT R _ { , UNDER STAIR ' � � , � . � w � � ; � � i ' S � T� 4"x4" OAK MIZLWORK NEWEI, ABOVE. 5 1 /8" TYPE "X" GYPSUM BOARD � - , f � � � - � ' ' - , 2-2x4 BUILT-UP POST � NAII, SECUREZY. I,ID UNDER STAIR � ' " -�- '� - ` ' � - - - - - - - - � . � � ' - _ Y ' S/8'} TYPE ��$" "G�PSUM BOARD'' � s �G - � � i } Y �� �� - � - � � � TYPICAL LOWER I,EYEL STAIRS TYpI�� IIPp� Z��Z STAIRS^ � FIRST I,ANDING/S�'AIR CONN. � . } o � � ' _ _ - A6-1 , 5 I'' = !'-4 _ , A6-2,5 - - �� ` � -0 , ` 1"=1 '—0'� �?E: A6-2 � � _ __ _ � � � - ' � � � � ' 1 � FIRST ZANDING NEWEZ SEAT a � 1 1 /2"=1 '-0°� RE:A16-g . t . � � L. 2 Z x 2'z ,c 3e x 8 � �- -- � W' Co_ z�, � x �3� STAIR ETAII,S AS PER A1 b-06 � � - --- - ' � � �� � � T -- f -- � - � 1 P�� s�- `7 �\ -- !� 1 x12 RED OAK SKIRT. CUT TOP �4.' x4 NEWEI, 3 '—8 ABO�FE FZOOR -- - - � � � . , , , . , , - �-x13 ST��NC��� , i� FI,USH W/ TOP OF BA�E � " � . . `,\ Q� i3 ��� nAK � ,� � �.4"x4" RED OAK MII,Z4�ORK NEWEZ . _ _ . - , - - - - • �—_ -T M�LLV,IoRK � � g- 1 x3 1 " RED OAK BASE,HOI,b' ' � � � � �NEWEI,/POST• HALF—I,AP JOINT AS , �4 , 'PER A16-10 ' ' �l /2" ABOVE PZATFORM FOft CARPET; � f � � " ° " i U� ., � � � , . - - - � , CIIT OFF TOP OF SKIRT FLIISH 4 - z c� x 3 1.Ac-,S S i��.L ANC, � � & PAD r .�, ., , . � , . _ .� LL n�s� . - � � � .' G�l55�T P�F: S�-ICo 59-9 2-'z" �X 2z LAc,S 3 . , _ . , � W/ T0� QF� FINISHED FZOOR. - - - - - - 5"C��! Ar►c^ ��,p 1 `3�4n PI,YWOOD PI,A�FORM . , , _ _ - - � �,,.._ . _ , , � ..,�, , l.E 'P�� S�-� - - ----- - -- --- -- --- — � - - - , °, .� :, . �/4�� T&G PI,YWO�D FZOOR+ W�2 - Z' c� ,c 2i l.AciS d- ' � , ' 3��" PZYWOOD I�I,A�FORM ,� 1x6 REII OAK CAP HAS FtTZ�, � ' ^SHEATHING. 4xi3 �,�E� �,QA X w �µ _ �� _ - '3�4'� ,REVEAZ �� FZOOR.� � , - � - �N Lt E w 1 - / ` ' N d' � '� � ,: � N�SING B�OCK � �NOSING� BZOCK ' �� ST�i Nc,E� , � • °� , " " , - �- - . � . _ _ ". ' ` ,� . � �� S�COND L�I�iDtNC� SUPPOR�' � /�l3c�v� � - � � ' - ~ " ' `STAIR DE�AILS�AS PER A1,6-06 � k l" = 1`-O RE� AC� - 2 . � - - . 2x12 F�IR, sY�et. Aac,�i� � - �i� �2x12 PZATFORM FRAMING, INTERRUPTED � � Y~k ,� _ - ` _ , - - � , . _' � . - , 59-9 'FOR` NEWEI,/POST- - - ,_, _ - � . -�—� 2x12 �PZA�FOI�M FRAMING . ' -��� �R ' � _ - , - - - - - 12 FI,OQR JOIST ° ' 2 L CL1PS {� , •� . � � 1 x� 12 FIR RISER ' - . f ' LL L Z�L K rL a x 3 Irof X 3 - -_+ - / W� 2- �z."�x 43� LA�,S ea , " - ,- - - - - - _ `.,, .' ' _ - - -� - � � . � ;"L90" 9�� REINFORCING ANGZE BETWEEN ` ' ` _' -�� T "�- " � " � ` ° ��� � � F � .. - � � " r ` -� � �� � ". � 3-2x12 �'TR STR�NGER HOZD FkCE OF ' r ,� � - -- � , t _ _ _ . . � � ' �2�t12 PLATFORM FRAMING & NEWE�/POST , � � , � • ' -` ' � e ' ' - G��J'� �: �.., �_ --- -- - _ _s __ ; - - - -- -- _ �. t, ., � - 4` 8" TYPE �'X►' GYPSUM BQARD , � ` . , ':�TRINGER @► WA�I,' & EDGE QF TREADS �i '' � � , 5f- - .. _ _ , �F � � . � , _ � _ _ _ _ _ - - - - - - - -- - - - - - - - - - G - u _ _ _ , - �„ y , . , . _, _, _ , _ .____r_�, , _, . � & RISERS 1 3/4�''� �FROM FACE OF WA�,I, � `,5/8" TYPE „X"-�YPSUM BOARD � , , 2-2x4 BUII�T—UP POST 5�g�� TTPE n�"��`rYPSUM�BOARI?' 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'r�p �E $oT ` � o � �. _ � �j � t9�, �� , , ,_� ��' ; N '� �� — y r 1� � _. � � a • � • v � ��. x � �' - `'.a"J=�' �! �' �- 1�--------r � � � �--°- _ 1 -'L` .'cp ., � r�F...—�:F._` ---- ----'- � ,a �cl. � ,.�j _ r.�� r. �\ ,a • � 'b `� ^� �-o � � �.p'� '.�a °��i"? �c,., ''� i �r���Sv.:�: ' _lv i ' � ,`" ��"�` �•G . �,"Yt�� ` l � V; ' f` LC`C. . , ^`�'J7`�t:'. i ( !'S ef` � I 7c�, � . -�_��, c. ,�. � �� � , '' ����,rm i ' �- - � Q� e_ t����� �{� � m .,,._,,�f{ � _ . � � �`,�;,0^^� ---- : _� � m I . _ _____ � � I C�' ��} `` �° _-_—�____ - . ; w ��n � ,, 3�-4 w 3'-4 w l 2A �o�f�T �N C, , 3'-$ ,c 3!$, x �z" �c;�o��1`�C, _ � _ .�__ __�- { ' io" � 1 � 3 '4 -- --4�5 � 3�-0 �A 1�!/�`( "BoT ----__________3_~g-'- -- __--- - -- - --� �5 � 3'-� �,A vll�`f ��T __.____ ,�_ � �� �_---_ . �4 � � .� , ,,,,,,,�,��,��„»>� -� 7 � ` , 8 1� �f 12 ,,���`'o�?°°�E�%s;�,� , � ��;•o5`�Q Ni�oF�° . , , - , ` ' - _ • > . • _ - • , ' ` _-�: 1149 � . _ �, _ . .�t,� ( �,f�•� . � .��� , - � '•...•.•'�G��.\� ����'ii���u��A L11�����``� _ .4� , - , � - � � A P OT�T 0� f'�T C�I � T'�1N NH �ME S Vait Colorado � . _ I . � , , , , , � � f POT�T� PATCH TITLE : � , � , � � � _ � , _ T 0 W�N H 0 M E S �� ��`�C�.0 1�[�i4 �'_� O fN � D E������l.S � � � : !`�� .�� ._. ^ f � A A■� _ �� � i � � . �� � - u � w � � �t �� —. Ir � ' S� . ' �I . F1 � � � ��• � • � �rTM .j'+µ � s Y..._ .. ' � _ _ � - , Always ref�r to architectural drawings �UON C�NTEF�, BLDG � � ���4 , #�"'�,,` • � � �or confirmation of design anc# dimensions. " ��OI�I� CU SIC7�O ` , . ' ° � ' _ Resolve any c�nf'Iicts via written author- � - � � � ` ization prior �to proceec�ir�g., ` � , , �� ` ' �( ,�'� ��� � . , T � _ __. . . � . _ � , . - . .a . _ . . T �03 ���-�979 '� drttwrt b :ER1NtN- BACHRACH ,�� Q-: , � � . } . - __ .� _ _ _ _ _ . _ , � . � . , . � , � � . . x - - � _. - _ . �_ _ _ _- - � � "` - V� � +M1. ' ' . ... . �,.e- .. ` �- t _ M � ' i ,..y_ °" x �w #� r ` - ` /� ' � - ' _ i_ . . `> '— , } ^ ' i ' . } ' _ � � _, r - , • - � � ' ' N , .� r � � + V . . �, � ° GENERAL FRAMING NOTES: ` � " , ° � � � . � S T /� I� N O � E S � � � � _ - ' . � > . ly Pr�ior to formal award df �on�tract agreement, Framing Contractor • , ° - - - - � �� - - _--- - - �-���^°- w - -' � - - . F , _ r � -• . , � � -T� , � i)�,�End 'bearing 'is in �ide w�11 of ad�acent, ��i'�., r� = shall ack�iowledg� correctness�`and eompleteness of t,hese �raming � , . _ , ,, ., _ , ; � ' , -� ; , � ` , ' ° , . f ` 5 � ; k � � dr�wings. However, these drawings do no�t relieve cantractor � < < �2) In;terrizpt�2 �x 12 �hlacking t'o allaw`pos� tQ�bea.r ,t�ixectly on , �"� '" _ � ° ` � � ' '�rom his, responsibi�it� to supply a complete structure in � - ` � " � _ � ` _ � ` . . , W16 x 40 'steel l�eam`:,; "�E: 59,13. � ��, . , - , > ' accordance with prevailing codes and regulations of all �govern- ` ' ` - � ; �� � � r _ � _ , � ' in or anizations and distriets to' the .satisfaction of I?I�T , 3) , No bloc�ing. �` 'The� pps� , �ecured by a �steei� �lat���bears directly }y -�� , � , g g .. , on wall beiow. ; RE,:� 59-14. ' ' � � ' - . , , � t � Framing Coritractor mus� review all, ortions of the contraat � � � , - � � � � documents for inclusion of his workP Contractor must constantly < ; 4) ` Plywood �fYoor sheathing �stiall� k�ave a 1" ga.p a� �p�.rty w�.11. _, - , , - REs A$-6. - � ` . � . - ' . ' refer to �.rchitectuxa�., -structura'�., electrical, mechanical, and ' � � � _ � _ _ __. ' . � _v_ z_ '_ _ . � - , � _ - . ___ _ � � _ � other drawings to r��olve any conflicts of �instructions. Zf � 5) . Sol�,d blocki g; 8� spaces. Add , � � i £ conflicts are found-, he must not 'pr�ceed without prior written , £ � � < , , � ! resolution of the conflict by' PPY. . � ; � web stiffenet's_to �abricate, , , , _ _ , _ , , � floor joists fox� tightness, add - � ` ` � ` � � � � � " block insuxation in each� space. � - _ � � __ _ a , _ . . � _ � , . � _ , _ 2 x 12 �1M Jc�i 5T' -� - �.......__ ___..___..�----- .' � � � � � 3- 2xCa uDtZ . , �-- _2-2x8 4�oi� ��� A7-3 �3���-u� ��ciq Bottom of rou h , , , RC. �-g �:A g � qt�u�loR w_I�RAM�NC., L ' 2- 2,� io H��Z '� , - soffit� 7'-1�" ' — - = S1NIPSON Z- 83� � , t , � � D above PWD floor. 2- 2x� �1DR / IQ �2�� A8. a CKaNC,�AN E L D � /f 2f� A G.L �I.AS tNti - � e 2 2 � � - a . - - - , � o 0 0 0 � o o � � r o 0 0 0 ' o 0 0 0 0 0 0 0 0 0 0 0 ,o -��,��-- �Q ��«A � ` � p 1 12" �AE3. LoG I NG� �� 1`-tli 1-11' � � 2 �t BL c1c1 c, ,, R�� A�-►I n � �i� �LS Ij �- 2x� N�R � �� �� � 2- 2x� H DR � � � ��l 2- 2x� N�R 1�0 �8. 0�5 � 2 � G. � � � � 4 — � - , � � — � 4, �'-112 4'-N , I�-t i t'-�tz �' v (�-tl�t N N �, II � 2 12 'D F- �2 @ 24 C�,C, ____ _ _._._ ___ __ �1 l2" � �. � C S'�' 2� o. . _ F r� o � ' _ � � i _. II - � U , ' � � 3 � I't° Al3, �OC �NC1 �N� 5 � ,��` � o 0 0 0 � o 0 0 0 0 o a z a 2 � � o a o 0 0 o a o a o ` �. � N � _ 5 8 X I'S G L -�.A M (UND� QAFT RS� �2- xIO QR_ , �' ' �:. . ._�. .� _�.��. . . . . . . �_. � , x `� 2. ,�12 $8 x I�i G U•�1Kt-----� _ � � � , � � - � � 1-- a � , � Bot�om of rough , � " � � p soffit ?'-03/4" , � �-- r' ' above PWD f loor. ' � � , � , } � Rt�c�� LINE 2X� ►�S N + r,0� � �o RlhcaE 8D _ _ T _ 1��•f� 13-r � __._ _ T. (loTrtk 3otsT .._ _ di N ��� A�_5 -- - , RE:/} �3-2 W ' � �i p,8-1 �-- �� Al-► ( 1� Q I K.1-L� � � . , N ' , , � . _ � f i SECO �� 'F� oR k� S � !' li ST �' �Jo tS i � ( � I - � �o� r�R� oF W L x "W�c 1�' D� ""i - � _ _ � 4 r� � � 4 ��� x� Z � �.��, 3 , � I � I T , N 0 � 0 � � � � � � � 0 2- 2xt2}�L�SH W�Jot51 _ ` ��D� - 2 (�x►4 M1C o L.� � �, x�� ��; q'„�q ` , x .�... ._�. ...._. . . . . . . : . . . . . _ _. _ ,� � o 0 0 0 0 � o o �� c� ��� a o 0 0 0 0 � , ,o d� o � o 0 0 0 0 0 � o 0 0 0 ����� �o,�T o o = a . � , _ � , _ � , , ` , _ � � 2'-0 2'-o E'-�`� 2=� �-►�Z 2x ►2 Bk.o ��Wc� ,, �►� a . � 2 Z Z I 1 ' � � �,, OI �O � � I� � �Z..`L C �?7"�5. �� t�,,ti ,���'Q�t� ��� �;� , � ' � Z 2�-O 1�-1�� v � _.____ � II � � I . _ _ I II z / 2 aC _ 7 �� r� �$ ��Kl Nc-,�' � �— ti , `' 2� S�L. 1'R N-F c�l� 4"o,c. � � � � , tµ ��AYa� 5 , � 2-2x��ID� ��" � B �� iSi 2� .c. _ ° 2x �2 �. R � 2 -L 2�. I @� 2 p�C. o x (, ' -- . � �.4 — — ----- — -- - -- 1 ( N II �' � , ,� �' `� �� + , , , , r � A � N �� � , �oi 5 I � ' X o 0 0 0 - � r -_ . � ,, � — — �`' � , I f 2% I $�.c> ►Nt, � 12 �Aa. 8�.o Ki�tc, PAr���5 � ° ll 2- x8#� R 4 I � , I -V' , ` � o 0 0 0 � 5�ex �2 c, ��� 5{ x1C�z GI.U. AM , . , 3a x �2 ��-� M o 0 0 ► o 0 0 � � ' ' . . . . . . � - - i ��• �� ��• �• • • • • • • 3 � 2 g I�1 �L TR �.p►,K� �1 � ' o Q00000 3- 2 ,2H� , � 4 � � ; � , � �, � o o a o � , , � � � � ' 2 l2 l.t� I�� G� �Q � � C� � � � � I N � , . �►— - -- � � � ' � �oo� SU�ASNIt�tC� �: AZ �� ' +�. �'AGEq�L'o(�K�s(2 ���s ' 34" "ri�{�CK. $14�A'�'tktt�C� . � 3. 2 x� �DR . _ _� � � �_� fi� P � ��T��� 4a�2¢ - 2 w 12 �lM JntST N�TE: Be sure tha.t �here � � �SC.'POSU�� 1. W iq x 38 , 8���,i-uP�t�c.�r� $�t►-i-uP �A�la ��►�T-uP�Ac►A � � is 1'-8" cl�ar from , �Cn1" V� �t ��a�oeP� �LOC�R, SN�A�HtNG, � �_ _ iriside of wa.11 to edge Rc.: P��-� `g•L• ��- � ��� Al�2 / 3��� TF�IC•K u STuRD- ' �LA�2 � _ . - - - ; � . . , of first 2-12" fabri- � - : - - - - - --- • �/ /���� ���� 4 �-���L '� � i' ��� �i�� �(� �,�1��'�;�,. cated jois�s. _ . - • - AP A RAT�o c�. 24� o, c., � a r , _ . R,E)O_F_ F f�A M I�N C�. �'_L,� �� � � -C- �.c� ; �xPasu�E 1 . 4_ . . �_ � _ _ j � ._ - �- � : _ _ - - -- - - - - - 1 � . - ,u � � �l� 1N.=.k t�EV�Et� �-T�1aM1NG�- PL� N--- _ __ � o , � - - ��'� __—__ ._�_ _--___ _ W , ___..��..w..,.., ,.,.......�.�., w.� .,_,.:� .4. . ,.�. _...,. �.,_..... , __ _--t_ � 1f, i _ � a`������unntinuuirii � - . � , � ` - _ N ; , \,,,,.��oQP�fl R��'i��•,,,,, � `Q�• gF'Q H � N/°?� % , �� , � , � 2�12 @, 2� 4.G. ; , =�:>° °o'��' GENERAL NOTES: ` �� x ;�% 11499 <�'o_ • ,1) Numbers in circles indicate the number of pieces of - ��� , . ' • _ ' � • :w� . ' 2 x 12 block3ng. - � - ;' ' - - - s � F•• •�G��a� � ••..... . _ 2) Numbers in squares indicate the number of pieces of . ' � '�UIL'C"-tS� AGIA ��� -� � °`. ��iii��� Na�.E�������°� � • " 1�" fabricated blocking panel . � ' . � A1 �R� �unn�uimu�� � _ , ., , � f' 3) Numbers in triangles indicate the number of pieces of , � , - � � vertical- 2 x 6s in a 12" high field-build blocking. � , . '��Ut�'�:p _�+2f: A���1� go�t ��i�t�pt.q��` , , ' _ The f ield-built blocki�g has 2 x 6 top and bottom plates. M�� (� , �.�u� L R Q O�F P L R N . _ _ sTo�� _ s����RY� ° The vertical 2 x 6 shall be beneath the' footprint of a ` ` - • - - N o- - � - -� - - � -�-- � -- � - -� FOR� NAILING SCHEDITLE RE:� s �j ' � • ` • � post above. For post locations RE: 87, wall framing plan. ' � �' f' OT�T 0 f��T CH T01� NH 0 ME�S Vail C�lorado� - r , , For detail of a typical, piece" of field-built blocking, � _ f � RE: 59. � , � � ' _ ' , , . - - i 4) All steel and glu-la.�n beams tshall have 5" minimum bearing. � , , �� � 0 T�T 0 PA T C H T I T L E • ` + ` ` �, 5) The f irst f abricated f loor jaist � (rim joist) �.t the dining < < ' � � - � G �� ' room corner of the second floor measures 7'-S" on the ' � - T 0 V1� N H 0 M E S { � � � � % � } ~ � �� � � drawings. Due �o differing, kitchen corner framing conditions, , ' ' ; � - ' , ° r some joists must be .10'=8" long although this is no� drawn. ,` , ` - � � � �"�_� �����'-`�� � •.-. , .---...-•-� . �,���y y� n (� r — Yt.J+.+ r �t4� rnrj,.-. bIG.*'- 1 '��..ry. 9 '�M � • Therefore, take care that, all �these rim joists ars 'll'-0'" ' ��J ` ��` , ` � � � , ` �� I � ." , _ �_ ._, �_ ' ' ' � �' ` _ ��� , �,� 1 , ' - ' long, minimum. The supplier nas designated these members , , - - � - � - - �1VON CENTEf� BLDG � ` � ' t�`} ` °' r14r} �' .� � � ` ' , Type "A" joists. � , � _ _ , , � - ` Al�vays 'xefer to arGhitectural drawings � e� ,�"' .,. , . , , , _ � .J � Q���,--- „�� � A�'. - � - �'or' confYrmat.ien of design and dimensions. . AVON CO 8 I G 20 � �l-� - � ` � '� F - , � � 6) All f1DOr decking shall be glued and hand nail�d. `N_o nail , - µ " �esolve any conflicts �via writt�n author-� ' ` , _, ;� �, - , � , , �uns allowecY. � , Al� edges blocked or 'clipped as required. . , , " ° � ` _ 7-�L 303 w 999�7Q79 dr�v� b .ER1NlIV ��►G-t�RACH ' - , ���''L° , ���� izat�on pr,ior to�proceeding'. � • ; ' � � .� � _ > . , , - _ _- - - � - __, . _� . , • - _ - - -�." _� �,. - � - - - - - - - -. , � , . , � � . . _ _ , , f �� � , , , ,_ � � " ' � - . - � , ` ' _ � � � -' ' - y!� ' � � �/7r .. �.�'� ._ ».__ �\ �" i �,/�'• 'v` .' - �_� � ._ l 1 4 ' y _ • ` - i � � ' I r s k ' �� ^ Y i v � � -- I x . r � .�,x Fr ' �� y r � � , t o -_< r - �. , r l . � � ' � � � • � - � � 1 � � _ � � ., x " . ' • . ' 4 + ' q � 1 . � . i �ypp.�raq . lnrowF�+� ^ � � GII�TER�f�L FRAMING NO'PFS• ` � _ � . �, : w � , � � v + . GII3�AI, WALL Ff�1MI1� NOrI'F�: ' a - � - , , >. _ � . , _ .`; '' ' ,� y ' l 3 f _ , , - « , ,. , , '.' ' M , `' ` � ( - . � ,w� _ , , � ' ' � � ` 10) For miscellaneous architectura7, details, RE: A7,v AB,r' S"'S,l S9. These de�ails'�are � , � • " f 1) Prior to formal awaxd of contra,ct agrear�ent, framing contractor shall acl�owledge _ ,w � , " . 1) A11 wa11s shal.l be-framed wi�h sa.ngle bottonn plat� and single top plate on a,11 ; . , � r ' , . • _ , , ar� ° . ��. �•..., '; �� exterior�walls party waZ�s referenced �o 513, 514, and S9: = � � , � . � � � � � correctness and completeness of these framing drawings. However, these dra.wings� , - , , and interior structurat walls. Top plate material u) For window framin and trimnin fdetails A;�: S9 A?-3° �A?-8 A?-10 A7= 4, ,1��-13��� � � do not relieve contractor from his responsibility to supply a canplete structurej ' � _ sh�I.I 3�e �2 DF-L, �ccept where noted otherwise. : , ° _'_ g g ' ' ' ' ' �- ; s � _ in accordance with preva.iling codes and regulations of a11 governing organizations `� - ` �, 2) All exterior walls and � � �d '��' �� � � �' � , ` _ r } , �. � A and districts a.nd`to the satisfaction of SCC. ��' - � + dimension� RE: Floo� Plans-A7,.,�25 a.rid, �,� � �d walls. For interior wall �, �� �y �,li cavity over 1Q'-0" high shall have ��irestop'backiuig:. ` , 4 , ^ 3) Medicine`cabinet rough> opening is� 1�_2" w_de b 1:�'-6" h' � �� �) �ial attention is required i.n. loca.�ing glu lam'beams�so that,ver�ica.l. wa1.1s�e�n� w � Framing contra.etor �nust review all portion� of the contract documents for inclusion � � floar.` - y �• � is 4 -6 above be loca,ted as shown on A9. � • - ., .'� _ , ° � ' e-`� ,� � � � � _ of his w�rk. Contractor rrust constantly refer to axchitectural, structu�a.l, elec- - ' + 14) Wherever plywood stress shea.thing exi.sts, 2`� 6 blocking must oceur at �og and � �" � trical, mechanical and other, drawings to resolve any conflicts of instructions. If E� ' 4) � �g contrac�or shall provide blocking as rieGessa,ry for na,ilinng �terior shea.th- � - ' _ conflicts ara found', he must not proceed without prior written resolution of the ing or int�ior � bt�ttan ends to serve as �ire blocking and st�iess suppc�rt. � � ' • � '�F.; , gypsum board at au�side corner of all 4S angie corners. � � � � , �� ' _:� 5 a Framing contractor sha11 ,�rovide blc�c�ing as necessarY �or electrical and mechanical 15) Framing cantractor to install �5/8" type 'X� �gypswti",boarc�; .f ire taped w/USG�Goldbo�d ! , conf 1 ict b� SCC. , ,y,� _ . ' ' tra.ties. ` , - , , ., . , _ � �- ' STRAP R�PP'ED ARauN� 6) Framing contractor shalr provide.blocking as necessary for tow�el` bars, towel rings, � �W �tape, fitll height of one sid� o�'�interior oY par�ty"wa.11, iriside of fi,�eplace,- �^ , � $L,n � 5 toilet p�,per holders, etc. � ` � and all insides of penetra.tions mist be �ire�sealed prior �o-installation of ,°-� r , ' , .. , ay � 4 informa,t�on` PE: Gene insulation. R�: A8-6. � ' , ��- 1�� 2'Q �� C��"'�E(� � �`-ilL , 3PT s s a� cK• `$�'o � ?) For stxvctural wood framing ; xal. notes on S9. - � _ , _ � . ' _� . . ' � _ . - - - - �_ �. �� , � t-----,�-.----,----.-- --,----- �------_ ,__ __ _�-- - � . , -: . - i � - - - z s _ - 8) For dimensioual in�orn�ation, RE: Architeetura7. Floor Plans AI, 2, and 3. � - � � 9) Bottan of door hea.der height above f i.nished floors: ° ' F y M r � 45 f s s . � Entry.doors I and 3 6!=11�,� ' � y ' ` ' � ` � Interior hinged doors 6'-10�'� ` ' ; , , � _ . , , _ . • � , ' ' ' - - - -= - - ; � � ' , ` �ifold doors '6'-10�" � , , , , , , -� � ' —'- -1 j � � � � a �''� ---- ----�=-�-T=_�==_`" �-. a Pocket doors ° ?�-0�' , I 1 h � i t ` + �� � � r` ;� I � � , � � ; ; , % ! � ; , � , �LL ��� , 1 � . � �1 fi �, �-- � . - . - - -- � _ .. s .� ; � , i � ; ! ; . a , � � , , � _ sS , p � ; � `/ e I � � � ` ; , , � ______�_ � 5 h � $Locl� 3PSS S - � �� ' � � , 1 � j 1d _ _ TSS j � ' Ci(�l�T1NG I�E;59l ' �p s �,l.b��C�3PTs , 4�� � , � a/ f ' i � t�.- � 5 r I � .__I fl 5� .___._..._ rs ; ss - : � � i , � � -- ' � ; ' , 1 ; ( � � �—SYA�T LA�c�u r � � , � � ' �� � - ' ---- - ' { � � , � � I �RoM rH�s coRNGrz�, ,- ` � 1 , � ' o , � _ ' i ' AL� ut�1YS / �--- _ ___ . ._,� S � . +� . � � � � i ; a � '0 cn ` - • (� i� ` �°� , � g s � •� y4 WR.qPt'E� STRA sss ,5 s � S7 , � ; 5� s 5 - " � ' I 2-2�c 4�os�r�' � �� t 5 '�. �, o .� , `, o r . ��, � �.3- 2 � G ( o sT .J° � � ,? � ; , ( ` � � � � ' �. ` . N ' +� .� , � ' , � C�i cd ' � ' , � � � 0 I � 4 �� (�} �-� _��__ � {,� � , , � 5 S � �� . _ T s . � � - ' - -� _. �_ � . f(V� ,4 � �! i I� ! -- r f � - N ---<-•�— —_ .�- _ � h 4 _ . _.._,_._. _ , _ _ H_ ._ __ .F�� _ �.. _ _.. _ , �_..�._ _ -- - -- —--- - - � ,� w-i - 1 _ �.� __�- _ _ _ . - - - -- - -____-- - �- - - - -------- �3,� 1 { � � � � � Q � � U] � � M � 7� tJC , , � � � , ��Q- �; � � 2-2x�10 H�R� � � , -�� , �� + � � ; �N=N ' o� � 5— - - 5�s N � w �+ 8 _ _ � ' � � _ �._ .r.._�__. � . .ti� .. �_w . . , +� _.�._ _ , $Lo�k� 3 P� s 0 m __ _ �_ - � _--_ _ ��.__ .�.�.__._�__ , k � ' _ 5 s � " _, - , � � x t- �` � ! 2�'�oR.'�- - -_--___-�-_ .-_ �+ $�_ ___ � _ - . _-__ -_____----- - - - -�--k-- ----' - , � � � �a -� - - ; , c Q - � � ' i ` 2 �� S f � Q �-, � `� Q � r � , , ; t`' ; 4 � i � � , - � � } , , �, o �n n � ; , , � , O �, o � < < , , N � � ` ' / ' T H � �Q,,, _ _�. _ _ _, _ ' __ _ � __ � � __ . , .. T .. � , ' 4 5 f ____ _� �_ ___.__; __ _ � __ .N `� �� _ i __ ___.��-��--- -_ _.__.____- ---- ------ .a� ,� N - � --- - - � ._ _ _ _ _w. __ .___� _ _ __,...,.._ ...��.<a__.: _j�_._ _t� _ _ - 5 _ �� ... __.<_ , _ _ � .d.�., _ __ ______ _ ,_.V - �. s � Z S � � f i 1 ` 3 rs �i� C •rl .� � i s-' s' � � , � , '� s ,�i t�•� , � � � �o� � rl-2, A O 1�0(� r w +�3 � • ;�.,- �, ' ' .,,..� � { ( 7.- ' �4 l '� ` ;\ t �' S j -� _ 5 _ T �1 s„� y„i N` ' _ .� �J�,+�.�H" �7[' �i�� ��i.�18�Ti j]p$�� s s � C� F+ ; � -- -- --- �__-_ _( _ �---- -; -------;- - -- -, - . _ � 2�do C'R�y _-�_"-- r... _ _..,.._. ._ w.p�p �t�q _'.�.�,� ,___ - __ _ _._ _ ,. . t-IS'4r 1�54'iOf�p�'t�`�de'�a����, 5 _._.._.��_ . �_--_ __-�__- _-_--__-- _- � � z�� __ � - - ,_ . . n.-, �. -- -�- - -- r , - - --- - -_ .�_ --- S - -°- _ °__ _ � , 3 � ' ; l � � I � � �( � ' � 1�V w �n �� _'�' S t S,R�' �r,'���t4.�' '�E%�.' �0��O�� - s S 2-Z%-�{' C'�a 5 T , , ` � _____ S � _. , _ _ , ; , � _ � � _ . _ v i ,�____ } _.� .. � __---- , --- - ^- � --' -� - - --_____.__ _ __.,___. . P�st ,deta,i�.�,'RE:. S9-12."� ___-- - - -----________ , . -�-- - � _ _ . __ . ._� ....1 __. _ �__ - - ._ _ � _ ,., _.__ __._.��__,..� _. , _ ` i 1 � t �ti� � 4 � ti� -�-+,-- -�-- 4 A F�-� �,.... � > i.. �,. ,.�..�', _.�..._ ry -y k4--. 5 � -'S S , � � � � � �1'� ' � (9 � j ,� �+ � �' __ � �LjR �.'ZxG i�os i_ t � C u , ���ro 6 .5 UG�U�A1. WALI- . � T , , , , 1 i � s o _as c� sg 5s n 13z. ,L Lhnti � T� , `�� � ' } y5 � h 4 3 � 555.5 4 5 5 55,�54t S T3 5 5 s �' � � S 2•2X'�� � - - - � , �{-����- —_�' ----- f 5 �f 8 1� �� GLU �.l�tv� 5 � DOO 2 ��OIZ � __....� Y_.�__ S , . n 5 t ,.._ , ry s S 5� � -- tS —" IJ`�f_'____-_._— � -- - , -- _ _ - _�.-.. ., --r--�,�.,.... S S S S � S 5 � , � _ i : ' - ; _ , T ' ; t ` •�xGF S'�� - - � I 5 � j � i � � � I I S'fctuc'��R,�� �NA��.. � � `' ' , � 1�` ST 2- l�v 1 ! I 1 � � , 5 � j � � oo(i. 1 t e I� r r 5 -� 2 D S- T e� p l 5 � ` 3•ZxG �oST �=2,��. o txio t� � 2- 2,c 2��.�G INC , I I 5 � � � - s ( , 5 s -- --� ' ' � ��.�� `� 5i 1 ; �t ; ' -�-- � s � .. 5 5� pQ��2 , , j � 5 LLC T'RNt�` 3'� 1tBa c�2T , 3� D�o(� �� p�c�R; NG� .SAMg 5 ' - P�NE�.S , , vF. ���� 5 ' ' ; ; 5 S No �I�MC�'' S rs �-�� T C i il ��(�sT �r4.oa2 ���, ��-5 , ' - y s��--—- -,T s " 5 S'('t�— - --- —- -'— Tf 5 5 . --- -- --- ' . - � �' Z-2 X P> HL�1Z � A� 2- Zx�Z K�� :�'" s s s ; 5 5 ' ----- { s . ; �� � , 4 � y 26DooR c, 2°DooR 5 -�--'- �-- - ,�"_`_ _��_ __ , s 5 s ; � —�i zx�i�sY� w��oNs. Z��w����c,�R ' � --� � . , .�._--. 5 S 5 S s s f ` � , ` � �____ � ,� � y ��----____ - s s 5 j � 5 S - - -- � . _ �� S ` 4 , k, , _ _ ___ 5 y —____� S ' S , / �' - - 5 ST�(�� �.I� � J y 5 5 � S� 5 SS 5 S __ s � / ` '� _--- - � � S --- S � \ ,�/ -- -- � ��NG7 � � � , I R� B�a s � ,,��'"--�-� 5 �'iC 4 r ; < y - �. �~ .�.__ 5 , 5 � � --� s 2'fleeR S � �x, _ �� s ��-3 M�X A130VE _ S „ _ � - �..3 + � ' � �_____�- �1�-- -----�`' < - � � , �, � � S - - - — C �`,_ �l-DOR OFZ �LOC�iN C , 5�-I/8" x 7� glu-lam post � ,n �L � � ; �, , ; 1 ' � , � ��._ - +, � ,. - for 'base of st� detail s , - - , - S � Q � � r � . s � � _ $��..OW _ S Pa 5 � � ( j - � � S t , , RE: 59-7. �_ For top of nost ! - -_ . -- r7 7 1 ; , s � � s __" ' I - - � I _ _ � S S 5 ,�— ° ' detail, RE: 59-15: , . �Q 1 � I f � � S " . 5 - - ' ' = 5 - �--- - s ' �-- 6 ..r.--' i , - 53�e ���� �j'g,it l3� Cn{.0 C.�� , ` } - � S �_.v_ - � 4 � �- �.___ STRUCT�RA�we►�ti. � F ,�^ o S 4 1�, - , V�I1� x 40 2- 2x�2 4�T�i�-�L.ISS(-4 T � �'�1 s f _ ' T 3- 2xCo S �ooF . r10 J,s.r,t3 s 2 DooR � .._�.�..��. ��.�.. ��.._� ...._.. •-- --- - T Q � � y : -- - _ •- f s y 2- i��x ll'� M L HDR�-��s s s __���; _._.- -5 �.�_�--____��S - s „ �� STRAi' To ti� �_�_ _T" s � �h 5 _ � � � , ��_._...�._..__ � 3 LZ-Zx��ss G Z-�f(.�Sr Z-Zx�01��ti � Pesr s--l�s x �� gl�-lam p�st $M To wA�� 1 � � �j-Z�.��QsT � _ � - - - S � �for base of posC detail �c s ' 5-I18" x 6" glu-�.am post !s - "� � �' RE: S9-?. For top of p�st a - s � ' S"`RUC,'�'UR�t WQL�- o � s � � � . - _ s � t . for base of postT detai� - � 5 _ r e! � - - . ' , , - � detail, RE. 59-15. , �1 � � o � � � � - I - � �; RE: '59-13 for 'top of � o , � ; ' � post c�eta�l Re: 59-12: � � `) p N I r -- - - - __.. • _ _ _ . . .._., _ ,, �S --- - - ' S S 55 5 � �, , ' `- - ' /Y / 5 , N �' � - - � � � � T ; FIREP�,ACE: , � , .. ' � -- ..__� - . � p � ; - ` � S 5 _,_..._----------�__._. s 5 _ � y o d 5 . _�i� oPe��� Width 3!10-3'4",._Yieight 3'-3�"� s s , ,---�"`�---� - Cl'`� Header height - 4��-].1�� (above�f�.o�o�� _- � �: � �'�3 Tu 3 � � i I i _ , ° �z i � hea.der - Z-.?�6. 7�x12 blocking aboye header S � 5 5 5 � �°D C�0 2 5 across entire wall„w/f�repl�ce opening- to�p�a-�` T - s ' � ---- - ' s � vide �backing for �rantle. Miu. depth'Q'-4-8/8". �`''� � � s sT rs � s 5 � ' ► � s sr TrT r5s ' C1A2�C,t Doo�2 ��-o W x �-p s � ' -- � ° __ .� .� . . � t Z x 10 �a u c.►{ S Av�.��c �A�Ni.3 � _ _ _ _ , � , � , , - - 5 , � � 1 � ti i � 5 5 2rcCo . 5 �- �3-��Ce S �7$ X l2 C,�.l! �.AM �je � L�L G��-U LAt�1 � s s s W 1Q�'Jg 5 3 - 2xiZND{� � � n T a 3-ZxCo4�osr S 3�8x l2 CnLUI.a� s ` � s Ttt •�..�.������r���� ����� t11T5$ ' ' - - T ; 'G��D��St S S� '- - _ SS ' - -_ '�' ^ y - . _. � _ 5 i � 1�'2x8�05�'. y'`�.xQVQc�51' 32 ° � s � - , � ' � ( - . , �. � � 5 s • S 5 { f � ` ---- --- -- . �_.— - —--- — - -�- t S 5 P �-----__.-__- y f , -"_` T 5 S ' �'S55 -- '�s 55f � . �,, � t1RATt�C� �Z� ; S 9 `p� , "� , ��, �, i ' � ��BL OC� , �� / � '� S 3 'PT 5 � ` , _ . , 55 \p. /p � � : \ j ��.ock c� 3PTS �LC�CK, s . , -- - � ��O 3 P7S ��� ^ �„�--^_ ` -450 - 3 . � S55 , _ - S r � � � , � „ .. _ , �$l..oc�. LOV�I:Et� _L=EV � L I�IAIhJ __ LEVEL � � UT?PEt�� L.EVEL G�i%� , _ � . . _ , . , ' a���,�ua;�u;.u°uun�ttRa9���, � �ts � ' . • ���' �,�4 ���f�'°`�. �3 ' � ,�;• *b,y s�Q H C. N•��P �� f �+(�, �a�s��e���s ��' �.7 • � I ���, �S • i � � � . '�• Q • i � • � • � • • '� - � • W � � • ' 1499 ' . � . , . . , � . : ��,w: � ., ��`�`� , '�i ' •....... . ��s���i�Ai�ti����```a� � : � Y , � �.�c��.�fl � - - �1 ! I' OT�T 0 f'�T CH TOVy NH Q ME S ' � r � } � All `r o u g h o p e nin gs given axe as Y a 1 �f 0��r���. � . S SYRN�AR� Fu1.l. 41E1C,1�Y 5i U4 , N�T T� �XC,��n l�awn at this time. 7hey may change. � �erefore, a1,I daarsy winciows, skylights, °' ` _ . t��J�X1Muh H�1L�t��C ��-��k��7 B CC��JE, ��: A(4 medici�ne cabinets and sLmilar should�be � � OT�T 0 PAT C H � T 1 T L E • . � r ' . � ; � � "I actua�.ly measured in f ield before raugh ✓ T `('(�i���,1 u l SYt�� ' opening is provi.ded. ' � � T O W � H 0 M E S - - ' .� _ - � . � T � ; ='i", , r - _ , � �W=�1LL � F��.�iMtN���- PLA��_ !""., _� � . , � _ . v — x � � _ _,a � . � _ . , , y�: ����_. . . � P �os-� �Y ���to��E� _ � , �� r� T N E r, sH » . ,_ A _ , �, � Aiwa.ys refer to arcliitectural t�ra.w�ngs� for �VON �E E N TE P� B LD G . ' � � � - . � ° ' ' C(�1 P P��S h oT �I�o�t� \ ` conf i�ma.tion of de�ign. ard dimensions. - � , 1 ~ � _ _ � � � AVON CO SIG20 4�=��"�O_ :J, � � Resolve any confla.cts via wr�.tten , z � - T � ' ' �authorization by o�mer prior ta proceeding. T.�L 303 999-7979 drttwn b ERWIN E3ACH�A�H � � :J��1L':Y� -���`�'' - ff , ' _ ► _ , � y � - , � - '`' r - -..' _ ... , - � ; ; _ , - - - - .._ _ , _ . .. _ _ f � � -- . • . �� , „ r . . . , . ' ., ,. . - . . µ - - � Y � � ... -' v _ •• —� J _ ` _ _ '. .. � + ' � _.._ _ ...__ r ♦ � �'1 R y ^ � 1 . � ,! _.�."_ _�..�....�.� _ .. . � y,�.i � � STRUCTURAL WOOD FRAMING: � ' ' ' r - � � � � � ' 9p ` �3�to' Q GENERAL NOTES: Potato Patch Townhomes a. Except where noted otherwise, a11 �,2" lumber shall be Douglas �'RAMING NOTES: � " - � � ' Job No. 90082 Fir-Larch S4S No. 2 and better, and all sa�.i,d timber beams anc� -r , � l , �" � - Y G�� � `9 �t��u0�� � posts shall be Douglas, Fir-�arch No. 1. � _ � „ y� � EXTERIOR WALLS: , ` . , -' � � � � �' } DESIGN LIVE LOADS: � � . - ' � � b. Stuc�s shall be Stud grade• and better pouglas Fir-Larch. - � . a. All exterior walls are 2 x 6 stu8s @�,� " a.c. to a maximum > �y � �'P � � �a. Roofs--------------------SO PSF � c. Top and bottom plates shall he Douc�las. �ir-Larch #2 and b,etter . � height of 12 "-6, 2 x 6�,studs @ 12" o.c, to a maximum height of . � '�%�'x�� GLU-LAN� � � � l b. Floors-------------------40 PSF � d. Provide solid blocking at supports for� wood joists. Within '_ ° � � • � � - O O I� 6 and 2 ,- 2 x 6 s {�, 16 to a maXimum height of 17"-4 unless � � � � c. Basic Wind Speed---------80 MPH ( Exposure B) � ' floor joist spaces beneath solid or ,built-up Columr�s noted on � - � - othe`rwise noted. ,� � ' � ' � m ' \ . .,� e�. DecF�S iC Zone-_---_-__-Q1� PS� plans, blocking of area equivalent ta column above shall be , ^ �� 'b. Provide 1/2" -thick, APA°' rated sheathing, 24/]6, exposure 1, at ` „ � � w r � � \ � � - - - --- - - � provided. � - � , ' - _ exterior face of exterior walls. Block ali rorizontal joints. � �"'`� " p�, �y � in � ` I� , _.�� � � FO�INDATION DESIGN: e. Provide wind/s�ismic anchor at supports fOr all roof �oists and , c. Provide 2 - 2 X 10 headers aver all door ' and window o enin s - � � ��� ='' �" -a � � �` " �' a. Design of individual and continuous footings is based on a trussed rafters. AncYiQr t e shall be a ` - P g �' � � � � yp pproved by the . , un3ess ✓otherwise r�oted. ' tl � ' � � f maximum allowable bearing pressure of 2,500 lbs. per square Structural Engineer . - - " � ; d. At beam bearin locations in stud walis, provide multi le-stud �� � ��' x���D��� � 4 � � , foot (dead load plus full live load) , placed on the natural f.� Exce t as noted othe�wise minimum nailin shall be rovided , as �, g p X9 - �O' �� � ��� , b.� P � , 9 P posts equal to width" of bearing member unless noted otherwise. � undisturbed soil, or compacted structural fill , below frost specified in Tab1e No'. 25-Q "l�ailing Schedule" o� �he� t3.B'.C. ,, ' " , _ - ► '�x�S"'x �/�"_ �Dyu ' � depth. 1988 edition. 2x6 studs shall have 3�16d nails each end. � I1�TERIOR LOAD-BEARING WALLS• ' ' ``�' M """'� i ' ' � � b. Refez to soils re ozt no. 23029 b Chen & Associates Inc. , - ��H S�G�.� — , f P Y � g. All piywooa floor and roof �heathing shall be asjnoted ori the . . .a. Interior load-bearing walls are 2 x 4 studs at24 " o.c. unless C. Soil conditions and types shall be verified by a representative drawings. Nail and glue plywpod floar °sheathing to floor - otherwise noted. � ' � ''� ��� � of the Soils Engineer during excavation. , oists with adhesive conforming to U.B.C. Standard No. 25-19. � � 6i �°` , , 7 �b. Provide Z - 2 x 10 headers over o enin s in wall unless i a �� � � h. Trussed rafters, or manufactured joists, shall be desi.gned by a otherwis� noted. P g 5l� kG GLU-I.AM PoST �� G'� 'J REZNFORCED CONCRETE: Colorado registered engineer ta support the full uniform dead � �'Q '� � . All concrete design is based on the "Building Code Requirements , c. At beam bearing locations in stuc3 walls, provide multiple-stud " o � . � and live 14ads and any other s�iperimposed �oads. . 4�eb . , posts equal to width of bearing member unles� noted otherwise. p S; " for Reinforced Concrete (ACI 318-83 Revised 1986) . _ arrangement and, member fo�ces shall be de�etmined by the • ` � - - ` � b. All structural concrete shall have a minimum 2$-day compressive fabricator.� Stresses shall not exceed tho��,� allowed by �he � FLOOR CONSTRUCTION• � ' t strength of 3000 psi . U.B.C, , �.988 edition. Load d�ration �acto�-,-shall -�be 1 .00. n � J �� i �� , , �a. Provide 3/4 thicfc, APA rated S�urd-I-Floor ,- rated at 2�{ , o.c. , � z = � _ p �Q SC/�LE C. Provide continuous shear keys at vertical colc] joints and where i, . Unless otherwise noted, steel connectors s�h as those - tongue and groove, exposure 1 : Glue-nail par,els to all � shown on drawings. manufactur'ed �by Simpson Compan� shall be u�ed to� join rafters, t � supports. . ' RE�NFORCING STEEL• _ joists, cir beams to pther beams at f],ush-framed conditions. :, � ; , 1 2 T 0 P o� P o 5 T Connector condi�ions not� o�herwise �no�ed shali utilize Type 'U ROdF CONSTRUG�ION� , , a. All detailing, fabrication, and placement of reinforcing steel , � or Type HU hangers of a Size 'spe�ifically aesigned for the • a. ,Provide 3/4° ��nick, APA rated plywood sheathing 4$ '2Q shall be in accordance with the ACI Manual of Concrete Practice. member su orted,, as shown in manufacturer "s ublish�d tables. " ' ' : PP P , { exposure 1 . R� S4 � 57 b. Except where otherwise noted on the drawings, reinforcing bars � � , - . , , � � shall conform to ASTM Specification A615-79 and shall be . STRUCTURAL GLUED LAMIiVFcTED TIMBER: '. � � � -� * _ - � minimum grade 60. a. Materials, manufacturer and qual�.ty cpntrol shall be in ' � C. At splices, lap bars 36 diameters. At corners, make horizontal j conformance with �ITC Product Standard PS 56-73, "Structural � -- � 9 bars continuous or provide corner bars . Around openings and , Glued Lamir�atec3 Timber" . � ' �, �-��- -------�-_�---rF.--��� �-��� -. _" „ � steps in walls provide 2-#5 "s extending 2 "-0 beyond edge of b. Lumber shall be of such stress grade to provide glued lam�.nat�ed " . a ��-�Q�V�KAG�T�D � � ' S �c'� �T tJ7 �tlJr 5� �9 . � opening or step. ; members with AITC combination symbols 24F-V3; unless noted, . ��1�J7 � -- - --- �1. Exce t as noted on the drawin s, minimum conerete . ' � �� �OWD d � n F g �—* I p g protection t otherwise on drawings. - � ! ��(�LD E for reinforcement snall be in accordance with ACI 318-83. � c. All members shall be A�cY�itectura� Appearance Grade; unless , W16x4b�F�. B�AM ,�pIJ 2-2�4O�f�.IJD 'fE � �;��E ���y�� 0U7 f�R ' , �. welded wire fabric shall conform to ASTM Specification A-185 �� indicated othefwise by the �Architect . � r � , �--- � ' � ; ��� ,��i � ' d. Adhesives sha1J, �meet the requirements fo� wet conditions o� C���EAUMV p��GH� • x � 5�1 � x , � � I-� ; ST�tUCTURAL STEEL: ' service. ' , ` ' � , B�A��j � F�� -T-----�-- - a , ' � Jt�1ST� 2-O"D,G. I ' Structura3. steel members shall be ASTM A36. All bolts, � e. All members shall I�ave no camber . � � �- 2-2�R ! E � � � � �' � � �p _- - -� -r.- - - including anchor bolts, shall be ASTM A307. , � � � -�-- � _ r ' � b. Expansion bolts shall be approved wedge type with the following l BACKFILLING: � � ' - � " ' ��D' �GrT`,� I� � ' minimum embedments: 1/2" dia. bolts 2-1/2" ; 5/8" dia. bolts ; a. Do not backfi,�l against, retaining walls until supporting �� � • ' ► I � 3" ; 3/4" dia. bolts - 4" . ? elements are in place and securely anchored, o� adequately � I -" � c. Adhesive anchors called for on the drawings shall be glass � shared. � � � , ��C���6T���'f� - �� --�- --- - -- W�LD ,, capsule type such as Molly "Parabond" or Hilti "HVA" anchor ' - b. Verify type of fi11 with Soils Engineer and Structural �Engirieer , � �- ;, � d0j � systems (or approved equivalent) . Minimum embedments, if not ? prior to backfilling. ' r , . �����l3TS�L10U� I -� -a - . -- . : specifically indicated on the drawings, shall be according to � ' --------� '� � - � � • � the manufacturer "s specifications. GROUT• ,' - ' ���x�j ST�j, �� �,� . ' �1. All welding shall be done by a certified welder . � a. All grout beneath column �base plates or steel beams at bearing , � - - �( ' � - ' shall be non-shrink, "Embeco" , "Five-Star" or equal. 2�4"��4-"�,AGBOL,TS •• ='� dJ i ; � � � � 3 x 3a BAR S . , . _ �"x7!�" -LAN Pa6T ►� ;� ' T l.5 F r � ; . � , . . �- ' =�-� � � _ � i�i� 5 _ v- j 3 " R u N r 5 v � , q8_� , � � � ' �' � � ot•i 12�� CTRS � - r, �p���r �re�q . � � � _ � `"" � __ (�' V ��� Built-up post above, RE: S7 � ��LD�� ���� � 7�M C>N �: Q 8-10 � for sizes and locations. . - � ' , . . . . � - . _� 2 x 6 top and bottom plate I S�"x(DU61,,1J-(,� � , �� _ �., �. ,. �_, _ ... .� .� ..,�,._M__...T ___ ��_ � , . .� ,. ...,__ , � � length as required for tight �i� � �05.f • • • • ��� ��, ��A� CON1� �GTI O 1 y between adjacent joists. I � I � ��'� 1 5 • , - � ' � � �_ �� " �.' 'x5�i"�9"� � Z1 _ ,,_O R�. s � � N �. w�-sil��►HoLEa► J Materials shall be Douglas � /� � �� l� 0. q.����� - . `��5� o� PosT � ST�E�."�E�M D��'�r� LADDE� DET���. Fir - Larch #2 or better. /' � � / � � � �{ _ � < <� . , . � � , ,, , 2 x 6 blocks on end provide � �Z = �-O � �E. S4 , 5� 2 = 1 -O� � number and locate as required �n � ��� UF-JtTS $,��f�J K built-up post above. O - -- � �7 : ' � ; �ILM 1.Z - , : �s`x7%a� U PoST � 2 i 4 ��s �� �c� ' � / ,,� , � ��� w � o�oF ; ,�-- ---�---- � I v G � � � � � � , ` i , i i �� � � °�u o .��oR - . ' ?�2- �r'SK x -� ' ; 2� � �Ut�T-uP '�O ST -G 2xG$l11L7 '. � .� -- ---- -- - _UP_'f'osT � N�c i- - — - -�- - - ' �"� � _� F x 5� � .�T� A� � �� � � ' � , - , - .. IOW 601. _ _ ..N ! �N /� � � �1��,� ��.���L. � ' �-" �Q�� / x � M N --- � �71.�Sf g��������� W �—N � � F 5 lS l L�'- �P P o 5 T ' - . 3 �4DRp;g� � `� , � N �.� � �N�� I N ►� �" No SCALE � R�. 54 � BoTTpM OF P D ' ; -- � '�' � ; . � E _N � '� ' � � � i. �a'���AT� � - � � - O t -�` � � .. o . + 1 J , I � ` �N f . � �,. b,.'.. 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AM � C� C� u55�Y �O� sTA1P., S �INC��IZ ;o�;� �`� Ni�•�� , � / /�� � � sd / �,�� � ✓�� �� '�\\ � �j Iyzn 3� 3`'t�� - ��_� �� : S � , 3�� = I "p�) ��; ��O- G � /� Ito-IT -G��O O�� - ,� . � . . � N /' j `�V �,�'L- �� � � +�j� , =�� 149 ; '� m -�� ��`" � �� �A�GATE 1�t,E FRdN � 0 a� �� • �: � ,%�``� , � � ,� �i ' Y'4' ? ICK 5 / .� ' .••'t�: •.....• G � ° _ ` i �m� , �' ,� �� � = � - s , I�ZE�tio�s FoR /�p� 54� /���'''snm;�,A nu�����``\\ =� , r� , ` � � ,� 1 ' {�r f � � _ :. � s j � . � � A� y�' � � ?uio AIJC�t.ES �u�IIY r� � � _ � �� � - � F����� �� ,, u � , - - 3�� � � � , ►�A � - � I' OT�T 0 I��T CH T01�I NN 0 ME S Vail, Colorado 4 /z . �► 'fF� � g� irc� �,q� , 5t41 EN/y FOR �hr � . � � �FRp- Vlj �Gy4U�jICK$�C�L ` y�." �' ' , , , \� � , /�� �W� Jr��N � / 5� �!�'y� � 5 �1Y'�� � N\ ' �I " _ _'-__ _. . .., __ . •t,, � � � O • o►�E s�v�.� � uur� � ��r � , P 0�'�T 0 �'A T C H T L E F �,�"�s .� , . F _ � , __ _ _ d —- — . TOV`INHONrES ��'': F� � DET� ILS r� �, : � �� r� �- n� � r, s � ir� _- .� . - G ST �.�� 5 AD DI_E a S'T' E E l.. 5T RAP ', � s-r��� �N��L � Always ref er to architectural drawings nVON C ENTE P � ' for confirmation of design and dimensions. � BLDG , 3° = l�-4 � R�� /�Cv . - 3"= I�- O j ��.� l��v '�, 3�� _ ��- p ; ��; �(a Resolve any conflicts via writ�en author- ,QVON CO 8��2� , � . � ization prior to proceeding. 7-�L o drawn b :ERw�N BACHRA H �:�uiY '9 Q� '" _�. ...,�_..__�_�...._ ,�.,�.P�_. �...__....__�_w_._..._.__M..__.�.___�..�...�� _____��...._ �.�.� 3 3 99 9-7 9 7 9 C � ,, _� � . .� - - - _ __�____�.__ _ - { t 4 r � v � _ . ,` - � ` i 4 � , , � � , r , ' � ° KEY _ PLUMBING � �ZX�'URE-` � . -� ` � . SCHEDULE 1 y � �'� � � ,� ' , �' -�---, - -L,- - , - . `�_�----��-- --� ---i---ti� - -�--�-_ - -- ,� - .- �,r � ' � ,°- ,- - • - - ,- , _ - _ _ _ " � L�G E N D �� � , _ . . _ . , , �, _ ,, � _ , , �.VAC . ', , � S�H�Dl�kE - � - ; .. ' _ � � � " k , , , , ., , "" ' '� ' ,. _ " �" ' , . - � � , IfEY, DESCRIPTION FITTINGS/A�CESSORIES-' NFANUFACTURER/CATAI.t���;�' , '-` " � � � � � ; - � ' { DUCT (iNSIDE DTMEN 3IpE 3HOiVM � � ' - a � ` ' �, � ,,, '" ,`�K�Y" 'C�E$CRTP,TION ' , _ HEAT'G COOI..'G GFM° MANUFACT�IRER!�''.AT. # � E" � �� : .� �. . . � . INS�DE DIM�N SIDE NOT SNOWN) ; � � �� � ' � � � � �= z � ° . � , � ' � ` � ��".'� - �, � . ' � ,, _ � ,, _ WC-1' WATER CLOSET, FLR COLOR: INNO,�ENT yBLUSH KO�HLEi�� lf352p=EB �,, s�. , _ � i�., , �",J�� r ����KSRACEl HHATER '. ; 410QBTUi-1 � . � 72CFM � BEACON�M�RRIS��lC42 ° � � T� � � ; , MTD, TANK TYPE, � y .� K (WELLWOR�'H).. ... ,, � , . , . ` ' � A , . . i -, � � ± ,,� , , ,r� SUPPLY �UCT (3ECTION) , � , ELONG BOWL , , �' °' ;�� ,' `�WO' SPEED" S4�IITCH� �� � r � 4 � � - - � � ,i , � . `� „ � „Y' i'�� �� , ' f � - � � ` x . , ` � ` . � �� Y i � RETURN/,EXHAUST DUCT (SECTION) �� WC-2 WATER CLOSET, FLR COLOR•TNNO�ENT B�LUSH� ' KOHL�R� K3401-PB �- �° �` �"k,'`�'� �-°%' � =-E�; ? `� , ����' � ,�HYDROWIC �BASEBOARD' 5908TUH/ _ STERLING KOM-PAK , � `; : MTD, TANK TYPE, ONE � �� � - � (CAB�RNET,� • �' �..5• � �� } 5 ', �-1 � - # � ° LENGTH,�AS $HOWN , LIN. FT: ° - _ n KP-�3/4-50-2 _ j � _ ' ' _ ROUND DUCT, RIGID , � > > � w . , � � `� �� .' E Y � ' - ; a MITERED F�Ta'GS; ETG � � , � _ - ` t PYECE, LOW PROFILE � , - , , - � - . � - _' � � , , _ x i � � ' . , . ' � ; , A ^ � � ; � �, '` ' FIEXIBLE DUCT " '' ���A E�` � TpILET �XHAUST FAN . 1QO CFM ACME V100 L-1� LAVATORY, INTEGRAL � BENRAY�#�f 11� � _ ` • B.D. ° DAMPER � ` ' - � - ` (Q1/g'_' ) - � COUNTERTOP TYPE POP UP DRAIN � MO�N 4224 { ` ` ` ' ' �' ' � � ' :1J ` � ` � � � FLEXIBLE CONNECTION � . _ , - ' ` . , ' ` ;- : , ' ` ' - ' ` • , , _ ' ` HARDWARE & FINISH /� 'BL�t" .GAS �IREp BOTL,ER _ . .' 299MBH BI�RNHAM rr TURNIf�1� VANES ' - � i � � � �' ' � � � " NAT, DRAFT; ,EI:ECT �� � ` SL' TNPUt � SERTES 2-210 � • -� ' . `SS FIBERGLASS LAUNDRY COLOR: WHITE ° DURATUB .MOD�L 91 ; � � s� �;' , : � I�NITION, �V�NT- DMPR ` ` � � � ' ' ' � SUPPLY DIFFUSER (ARRUWS SINK' . NON THREADED SPOUT � � � - . � � , - , ; , � ,_ , - , ' _ , ,'` � � � ` . , � �-' ' ' � ' METAL CAB PLUMBED THRU FLOOR , . � ��f � � ` ` � ' � ' INDICATE DISYRIQUTION) - , °' �CP , HYDRONIC CIRCULATING � BELL & GOSS�TT� ° � ', ; `,� ; , , " - ' _! . � , . � , � , , � __ KS � KITCHEN SINK TWO SINGLE HANDLE: FAUCET JUST EDC-2233-B-�R� F ° ;� 17 ,GPH (� 20' HD- - 1 " AA' � � � � f , � RETURN RE�ISTER/QF2Il.lE , COMPART, STATNLESS SPRAY, 4 NOLE � n MOEN , 7310. f � � ' , , ' '� � , -, 'S- _ 1�4 HP ,, , ' ' �� ' STEEL PLUMBED TF�U �LOOFi" , - � r � ' � � � � � ;�;���' ° �� ' � � ` , - ` ' '� � ��� ROOF EXHAUST VENTILATOR ' , x � - . � - , � �, , � � UH � -.H'YDRONIC UNIT •HEATER 24" MBH � . 450 BEACON MORRIS . � ,.� - - • - , - , WS WASTE DISPOSAL �I�15INKERATOR H-770' � � t � F� � . _ � . HB--24 ' � FIR� �AMPER , � , < < _ . , � ,' - „ - � . , , - �� � , %II� �-�� �I�, , ° . � s. — . ' '� ' �'� s SMOK� AND F�RE DAMPER � � � � � " �' `,k , ' _� �� ;` � HUM ��05G,PH���W��230/i� � � ' HEZ300EEM , � { I BT-7 BATHTUB/SHOWER COLOR: INNCCENT BLUSH' KOHLER �K-505/506�� �,' " � � ENAMELED CAST IRON (MENDOTA 5 ) • � T ; ; � �, TIMER &- DUMP OPTION "�`� , ( , SMOK� DAMPER r HARDWARE & FYNISH: r MOEN 2435 COMR. W/2166A ' '� pROVIDE BRACKETS y , 4 � - - - - DELUX HEAD,ARM & FLANGE� 5 ° ' � � , I r ` � � , � , __ � � _ � FOR WAL�.' MOUNTiNG - � ' ��� MANUAL 9At�ANCINCi DAMPER � y ' t � � ' � '—�"-" BT-2 6 'X3' WHIRL TUB COLOR:INNCCENT BLUSH KOHLER K-812-V,K-9616, � � • _ � � - , i �- MOTORIZEO BALAMCING DAMP�R � ENAMELED CAST I�ON BUILT-IN FUMP �K-9706 ' (CARTBBEAN)` , -�--�i-�- , � �FTTTINGS TO', BE �SELECTED � , -y- - � - - s-� - y - - LL - - ` ' +4 � - - - - _ , � Blf PPT. ' � -��s- HOT WATER SUPPtY � -H►��- HOT WATER RETURN `, J ` � �� , ; � I �i���l %zi� SH SHOWER FIELD BUILT COLOR: INNC�CENT BLUSH KOHLER � ' � '' ' � _ - _ , _ _ _ � � � ` � -t.WS--- CHI LLED WATER SUPPLY � ~ � , � . . � � � `_ , _. - , - �- - - - - - .-,__�---- - - - _ _ _ , . � if I � ' BASE AND WALL SQUARE FLQQR DRAIN (DYNAMETRIC) � , ' 2 ` ���� � ' , , G.C. MOEN °2220 �I/392b �, '' � - - � ! ���z�p \� � �/ � �t L` ( ' �r- SURROUND(BY ) ' � � �P � , -cWR- CHILLED WATER RETURN . � DELUXE H�AD, ARM & " i 1 GRILLE A � , REG�STER DIFFUSER SCHEDULE " � � � ��� ��'� '�z' I �I�L � c - �^y' �/ ( � ° � CONDENSATE , FLANGE � _ �� � ` ' � ` i ` ' KEY DESCRIPTION , CEIL'G ACCESSORIES MANUFACTUREa/CAT # � ' � �,�' ' � - 5 S7EAM � . BS COUNTERTOP BAR SINK STAINLESS STEEL P(7LAR WAR� 1559B .; ' � �� ° � , ! ! L i I 15"X15° ' . � . DE�TA, 2170 CHRQME , � ' .��, L �� - . STORMPROOF WALL LOUVER PRIME COAT LOUVERS & DAMPERS � � ��/G�-�� � L � ,� �Si z� " _ , , � �- GRILLE/RE�ISTER/DIFFUSER ' � � ; . ' , � " , 4"THICK, GALV STEEt _ 1/4" BIRDSCREEN IEL'-4-P � � � � � WU SUPPLY #& DRAIN UNIT INCLUDES ' ELECTRICAL GUY GRAY NWBED-200 ,. ; � _ , - , � � _ � M�CHANICAL EAUIPMENT FOR AUTOMATIC WASHER OUTLETS Z � WL'I � '' Z�� , I � , + ; S SUPPLY GRILI.E, - , ALUMINUM TITUS MODEL, 1700 � � � ' • BOTTOM SUPPLY ` � ; , ' ; � ; , ' , - � I i' �'T � � DETAIL NOl'E � `� R� _ LOUVERED RETURN GRILLE LIMA SERIES 19H � ��� y � � FD FLOOR DRAIN, CAST JOSAM 30000A i, - , $ ; `; , � _ ,- , � � , � � � f . IRON, ADJUST, BRONZE � - � � - � ' I /�" � � SA SUPPLY AIR . - � - , _ . , , � ' STRAINER ' ' � - ; { OA OUTSIDE AIR - � , ` " � = � , " _ , � � , � - � � � _- - � � �", � ' MA M�XED AIR � � .- - __ _�-�.: �_�--�..,.,_�-� , - - " �---- . -�--� - � --- _� r -�- - °- . � � ' �° , " ' `� RA RETUR �°n _. ,_ TSFD,' F1�DOR.�RATk�� �/�ST �- 1 . � .. ..�„_�_.�_� ''��.'�;_' '� ��Q.S�1�fY_' ,����.�. a _., , _ _ ' -_ �.z� ..W , _ ,� ' ° _- ___ -- __. - _ _ - - - - - � � - ---- - � - ° i I / N AZR ; `t ` LLIRON�, �ADJUST; + � -�� Y 3 / � }' EA EXHAUST AIR ' NIKALLOY STRAINER � / f AD � ACCESS DOOR ' r � �i I � OBD OPPOSED Bl.ADE DAMPER ST ELECTRIC STEAM UNIT MR. STEAM� MS-300 t �./ � � � i Z'�� �� I %z' � RIJS ROUTE IN JOIST SPACE ' - BKW, 230/t . , �' ; � �\ � d ' i + • WH WATER HEATER, BOCK 80SEDW � � WGZ ' , - - � ' INDIRECT FIRED ' , �' � � ( � ' ,_ , 80GAL, 25 SQ FT DBLE , - , ' � i �- ( fz ' n f ' � LEGEND WALL HEAT EXCHANGER e , _ Z„ �' I ��j- I ���� � SANITARY - ABOVE' FLOOR -, - -- -- . � ' L � �Tz I /� � r ' - - - SANITARY - BELOW �LOOR ' � \ Li I / I 5� � , � \ � ��� ,' J i� � ( Z � -GW�V- COMBINATION WAST� AND VENT I � i� 1 �I � ,�� � � u � � I�Z \ \ �� ✓ �I I I W Ll � '( � �Z ---u- - SANITARY VENT �� � � KS \ � �� Z�z�� � � �� � P�r - DOMESTIC COI.D WATER � � I� � � � � ��� , ��i � I �� - -- - DOMESTIC HOT WATER , ��� �� �/�' y � � i� �I �I2� � Z�� � ' I ----- DOM. HOT WATER, RECIRCUTATING ', � `/ ��� � ' G GAS ' p S ' _ I_) , ' � �1 � -�5 -- FIRE SPRINKLER ' � ', -��5- HOT WATER SUPPLY. � �.1� � -NW�- HOT WATER RETURN �, � - -Ckl�.-- CHILLED WATER SUPP�Y ' , ` -��- CHILLED WATER RETURN i , 3r�!'(-��� �II - G - CONDENSATE ' , � ��I� ��-Jbl� , - 5 - STEAM • r-- - - ---� �IAL\/� �� �`� b �_ __ _� � � i II ( , ' 0�+-- R I SER UP '' � �I � � I � � ���Z� � � o N 3 �i I�'Q�N P�AkI� �s.-!� �.JP��Y ��r.1�� � �u.�'ff�� , taoM. � i -� ���� /� I C-+— RISER D W ��- �CI � �.IES `(��-�''{C��I' ^fYR 701.�E5 -I�y�? {��F� � „ � �� � I�LO , �,.1� d' � � �- I ; ( f— - � WALL CLfANOUT � � ��p ��� � � � �� ��/z�' � ��UA`.�f�'Cf� �� � �� ' Q- - - FLOOR CLEANOUT � Q ►� W� ' � �z ��� Z�� � �i [1 — l r� ---p['�--- BA L L V A L V E _____---- 3��,�� �/� � BUTTERFLY VAL.VE ' � �z�� ����� I ��Z�� � I ��Z'� �LJ�L�Y ��G� -D4-- I�I,��I�l��D O �'l�1�FOU� -D4-�' GATE VALVE v z�� i �- P/1' pl-U Ca f'f YI�� -p�-- GAS COCK (GAS ON�Y) ��j � , �� � I D I�SI�� �t�� ,I��'���� `e,`��1��,Z�,� �..,...,b ,�� — � '�, s' �.Fu�i � . `" � ', � - ^{�-- BALANCING COCK � �� �������' � : � - - � ; w / r'' ♦ S� �G ---{�-r CIRCUIT SETTER ,�� � � 1�I , - ' � �► . �, \�`"? � , � Wu� I - --N--- CHECK VAI.VE i , ��z� F�� U�� ��J'j'�, NA�� ,,.. O�� _p Z -�(3 � � v '''������u1�►���o``` ~' , -�4-- PRESSURE REDUCING VALYE �I t..:/ �p , � V � V , , � - - ` + �-----�+- HOSE HIBB/SILL COCK _ _ J ', y ` • � � _ , � = f' OT�T 0 f'�T �H T01N NH O�I�E S V��l, Colora��da � O FLOOR DRAIN - � F�ooR SINK WATER PIPING SCHEMATIC DVIf V � - �, _ � ATCH TI�TLEr ' _ ,� .. � �s . . �; ROOF DRATN = �� • � � , � ; -- - - , � - � - � �� Tow ��oMEST , . , � _ 3. � . ,, � . , �. �� � . _ � _ ���� � � ���������AN l��a�.:�.�� � - � F. . � _ , . �� r� TN � r. sHi � �� , r . { . , � r . . . - � Always ref er ta arch�iteatural drawings ° nVON C ENTE P� 8 LDG , a ' , , �t-,�-iN ' - -4 , , ' . . , y , � � E. - �= � I for confirmation o�` design and dimensions. avoN co 8��z�o A ' , Resolve any conflic�ts' via written author- , r . ,, �ization prior to proceeding. T�L 303 999-79�79 ' � . ' ' � � rt��'-� ' �,� -•' � . _..� _�__ �� , s � " 9 �' � R� � � A�Y.Y �A�" � , �'�° F�'I I'f��R�_ 'i �I•�L� � � � ��'Ypl[/�L� - � � `� � � � � , R � ' , ' . � � � - .�.. _;____� _ �____.__ ._,. _ _;_ � , e O � / , I � � � � � i (� _ , � - ZL I , � I � ����� L R� 1���fC�R �" , � � � . � � ��� � � � � � �Z � �o , , � � I � � ( ' ! � , � �, _ - r'-[—�]-' - , ' ( ' r---� \ � - _. � l Z-Z1 � � � j � �! � - o � � � � , --- � i ....._...,....�._...._.�_� !�« ` �.."_�...`_._•___.__.............,_ ""__.� --��-- 1 I � , —.....,.__ -.__—. ..,_._.... ,�..._.,_. ` � / '� } g�' l i � ��.I�JI./�7ED � � � � � � ., ; � � { ����t � f , , , � � A�� � S�Ors � � ... � � �� � ° � i � ' #� 1 j �o i t (�- 1�1 % , I ( � ` ' � � �� i 1 � � i 4 V _ � (� � I� � � — —— "-- — —r _-="—= r _ _ _ � _ . _ FT _ _ ______ 1 u � � � !` � � `� fMECHANICAL t3ETAIC=-NN�fiES _�H�S ShIEET � � �' � � 6 � . .. _. _._ - �_ . � ` � ; � I O , ` �� ��\, ;� 1'. �COLD WATER SERVICE FOR BUILDING. EXTEND� t ' ' � �zl '� �Y � � � � � �� - , � , t � ___ , 3 1 ---------.�-.�.._.�._._.�__._.__ ..._..___-_ , � I ` �� '� ; sSEENWATERRPIPINGYSGHEMATIC�uSHEETRMIGHFOREPIPE�SIZES �V _ _ _ � � . -----� - . ' I ` � ;APPROPRIATE TO 3-UNIT AND 4-UN�T BUILDINGS. - �k d..-_,.,.�-- �.......�..,._. F , , _. � �� __.._�,. _- � _�YJC.D�� 1-- � ' I � , uH '� � , ,� � � � %" ; 2". � '2"W, 1/2" H&CW UP TO KS AND DW. RUN UP IN CABINET � � u �— �,��� !�i I L �' i --- � � .� , " �ABOVE; DO NOT RUN IN OUTSIDE WALL. Cz i1 -- ! /� �� � _ �'� � - . . . � I ; ; � � �---_ • -- ----- p + � '�o�Z �QT"Lo��'�io�1 � _ -- _ ' � '/d" 3. - :1/2"CW UP TO REFRIGERATOR, 1/2°=�:H&CW UP TO SS; 2"W. � , � � g� • AQ,-A��-2 � ' �� � " �Wra.l -a � 3 �' ' : � � . - ; ` � (�, z-�u /z �� � �d' 4. _ �2" UP TO BAR SINK. � C IO,c10 18 � � _ � , . � - \ � � E � �- � 4 : , r� � � � � � � �� � � ` 5. 3/4" H&CW UP TO UPPER LEVELS. � : � ; � � � ` �/Zf' ,� 1 � . � ' ' 6. 4"`,SOIL� PIPE BRANCH. EXTEND UP TO WC,LAV, BT, AND WU. � , ; __� ._._ __ i ; � � � � � , __ `• _ ;SEE PLUMBING ISOMETRIC�, FOR PIPING DETAILS. � 1 -- — _._._ 1 i f 5 � �---—— � ' ' ' - � � If I „ � � � ¢ t'1 ��_.._—.� —.,,� �� � �7 . 4" STACK UP. PROVIDE CLEANOUT AT BASE. r ' ( � � � (/�� �LC�G�(�. 15 �S�,oP�D � , � ' ! - , _ � _ ' ��_� ��� � ' $, .STEAM UNIT: 1/_2° _HW C�NNECT._�ON_ WITH BALL VALVE. _` n__ _ 3 ; � No D��4 i►� RGq D � -- , . --—� ~ ,� °` 1/2" DRAIN TO FLOOR DRAIN; 1/2" STEAM LINE. MOUNT � � ' —' �r=----}; n WCO � v � -----� ' � STEAM UNIT ON WALL, AS DIRECTED BY THE ARCHITECT. ``- 3 __ i ` 5 _. 0 � ' - ' ' ' � s � � } 9. , FREEZE PROOF HOSE BIB; EXTEND 3/4" TO COLD WATER PIPE. � , ' ^ ( . , � � � � I f ° 51'' Z" FD � ' �� � � , _ _ � N � � 10. COORDINATE EXACT GAS METER LOCATION WITH PSCo. PROVIDE � � _ _ ___ _y _ _ _ _ _ -____ - � , ----�- l .GAS COCK AT METER; PIPING SHALI. ENTER BUILDING ABOVE � �__ ' � _ r � '�`- � r F�I-P�' -; c - � GRADE AND TURN DOWN IN WALL AS REQUIRED. PIPE EACH , � ; <�% � Z°�p F ; I jUNIT SIMILIARLY, FROM METER LOCATIONS SHOWN. , ' � � � .� ; ` F i " M FLUE. OFFSET ACROSS CEILING AND UP AS SHOWN. i � ! � �-� � � � 1 i . 8 DIA . � -% i � t , . 1 ; i � ! i ` 12. , (2) 10X10 COMBUSTION AIR DUCTS. EXTEND ONE THROUGH � � � � � EXTEND ONE DOWN TO +6"AFF. ROUTE IN ' � , � � .WALL AT CEILING; '� I � ( � I ; ' SOFFIT, TIGHT TO WALL, TO GOOSENECKS. PROVIDE _ I ,� �� R � � ! ,EACH IN GOOSENECK WITH 1/4 BIRDSCREEN. MOUNT INTAKE � � � I , PARALLEL TO GROUND - ? " 1 $ OF GOOSENECKS, 36" ABOVE GRADE, ' 4 �` � , , �FABRICATE GOOSENECKS PER SMACNA STDS. I - �} � j 13. ROUTE- 3/4" HYDRONTC PIPE ALONG BACK WALL OF CLOSET, � � I }_ I � . +12" AFF FOR SUPPLEMENTARY HEAT IN CLOSET.� LENGTH OF � � � BASEBOARD IN ENTRY- TO PROVIDE FOR FUTURE VESTIBULE. _ _ _ _ � � �+- V�"� U { � �COORDINATE EXACT DIMENSION WITH G.C. - y � �.`'�_ ----� .�.� � ` �----a � , � � 4 � 14. (2) 10X10 COMBUSTION AIR DUCTS THROUGH WALL AT CEILING. + EXTEND ( 1 ) 10X10 DUCT DN TO ,+6" AFF. TERMINATE IN WALL ; ! I CA��C�E �!oo� IS S�oPE�• � � `LOUVER WITH BIRDSCREEN (LOUVERS & DAMPERS IEL'-104-P) . ; � — --�— hl° ljZA;n! �'�Q� � �i ,END UNIT ONLY. , , �� � � 15. � 'MAIN. DOFIESTIC WATER LINE ROUTED TO EACH UNIT. INSULATE ' � � �br�� I.Y.�NFAT I�PE I t-I p(Z � SI.N3 � O � ' WITH 1 " INSULATION PER SPECS.SE� PIPING DIAGRAM SHT M1 . I�ll'n-�(�,,,J't' Ch11�1�5 �KIC�IZ A�'p'RCS�fA(„�. I � a " ' RUI�1 PIP� II-I I�Jl�LI. 3/�!' I ' � 16. 3/4"� UNINSULATED HYDRONIC PIPING BENEATH SHOWER. . � �� PROVTDE 4" STYROFOAM INSULATION BENAETH CONCRETE. ¢C O ' `INSTALL PIPING 1 " BENEATH SLAB(NOT TILE� . e - , , • - t� � , INSTALL 4 LB LEAD OR PVC (CHLORALOY OR EQUIVALENT) I _ PAN BENEATH PIPING, ABOVE INSULATION. NOTE DIMENSIONAL r ` � GHANGE IN SHOWER BETWEEN UNITS. � __..._.�_,�._�......__...._���.-�.---� t } , _ � � 17. TRANSTTION TO 4" DIAM. EXHAUST DUCT. ROUTE' UP THROUGH { , ' �� � �JDIST SPACE. r � � _..�� �� _ : -- _ � d�� � w18. � �TRANSITION PIPING �1ROUND FE.00R OPENING AS REQUIRED TO � ! � CONTINUE TO /�DJACENT UNIT. � - LOWER LEVEL MECHANICAL PLAN i ,'9. ;;�;� �,� �, ���-� �.�,.� �,�� � �„�.- � � ,��° � i .o„ �s� �,�_ _�s�� A__r_� ------ --- - ----- -- - ------------- - --- - - ------- __._ � ' 20. " 5" DIAM. DISCHARGE DUCT UP THROUGH FLOOR TO GRILLE. . ' /���/' � 21 . " 6" DIAM. INTAKE, DUCT.. ROUTE FROM WALL� GRILLE AS SHOWN. � MOUNT° WALL GRILLE AS HIGH AS POSSIBLE. `�-�. , ` ` �+ � ' ' 22. i/2" HW CONNNECTION TO HUMIDIFIER WITH BALL VALVE. , ��a�,�iu��f�� 1/2" DRAIN TO FLOOR °DRAIN. �MOUNT HUMIDIFIER ON WALL - a � ,`���P�,O F• IIPbG.��� ............. ��Q�.••` �. , � AS DIRECTED BY THE ARCHITECT. ' ��,�, G�s tF��.••., 'A � ; 23. � CENTRAL VACUUM UNIT, WALL MOUNTED, NOT� IN PLUMBING � - � ' � CONTRACT. _ _. - - - - - - - : � �� = . � _ - � ,, �� ,., � ` - -- � - - -- - - - - - , v /���' / A L E�v .O `` . . ,,°':;o�,C JLO`,p`�. i���si�u� �' OT�TO f'�TCH T01NNH01�-ES Nail Color�do � 1 , � �' OT�TO t'AT.CH TITLE : . � ��� � - y ,�. . _ �� TO�WI�3HOMES � . � , . � , - . - � � - - � � u- � � - ,�. ����� �'V'k� " � � �'� f� TNE � SHIf' ` `; �����""� r ` _ . .. . .. . , , � . , y g nVON CE�JTE(�� BLDG , � r Alwa s refer to �.rchitectural drawin s � - - ° - � ��- � ° " �. , . � • _ � for conf irma�ion of design an� dimensions.,, �v�N C� 8�G 2� ' � " � , F��salve any conflicts via written author- iza�ion prior to proceeding. _ _ ; -��L,3D3 �,����-�� - , t , , } �.��_��� � � - � �w ,c� ���� , _ ` ` ' - \ ' f/ r,_ . ._, .._._.... _.� ...._-___..�.._....._.._____..._,.�� , f �� � �Y �y���-..�� _ _ _ `• L ��. , �� i�\ � / � i O � \/ / - -- - , �` �.�� .�_ ---- — t � � ' � � ri � O � ,j �8 E -� I C� �-1 � . ; _ i� �-+� ` � 00 � � / O O � / � �, � `�� } � � �' � __ ___ �__=�.�.��_ _ .� � � � � j � � � � f � � � � � ► 1 � �__ '_"_'_' y' � /� ��i--1 �� \ � � � � � �' (Z•�-1 f � � / �/ , � �— — — — / / � � �% _ __–�-- j I � I � �z. __..r_.___....._.......�.., _ . .__ . _ _ - - , — - - _ � � �.�...._ / I�._ -i- T �; - - _- _---===; � 1 � . � ..��.�...._ _.�.....____..��__.__ _ + , � ; � 4 � � � � � '� � MECHANICAL DETAIL NOTES THIS SHEET . � , , �, ► � ' � - - --- , ► � � f � � � ��, � l� � ' � I�15 ;1 . 3J4" H&CW, 1 1�2"V UP, 2" W DOWN FROM. BT-2� �1O/ ` � i ( C��1-1 , � ; I � ' �'_ � ; ' . � I � �, � ,�. � � / , i 2. '2"Wf i/2" H&CW DN. RUN WATER PIPING IN CABINETS, NOT � �, j �j� � � � ' � �� � , _ ;IN OUTSIDE WALL. OFFSET 1 1/2" VENT TO AVOID � ; , � f R' � � � �l ` � �� � WINDOWS ABOVE. CONNECT DISHWASHER PER MFGRS SPECS. _ ! �� ' ; ; -� ` / { .�......_ \ ,�� K!� � �' - � ' � , t , Q , �) � � � � ; ----------------- � ,s,r ,\ ' 3.' ,1/2" CW; PROVIDE BALL VALVE AT WALL. LOCATE AT CORNER , , , , �� _ ___ {____._.____�?____..�_�_L_ _____. ___ � � /�� � � � I � � , � i� �/-` f , ( O � , OF REFRIGERATOR TO ALLOW REFRIGERATOR TZGHT TO WALL. � -'� ! � � �, � � x 6 � }� � i � � 4. 2 W UP',TO LAV. ' i � 't � � ; ��- --=�t �_�-___-_ � � � _ i I 1 � � � i � � � , I I , r � � 5. 7" DIAMETER DUCT ABOVE CABINETRY TO GRILLE. PROVIDE 4 i � � � � � i 1 �..r., � � O � GRILLE W/ INSECT SCREEN AND BD DMPR. VERIFY EXACT t ',; � I ' ` , ������ � � � � ; � �� � I O � DUCT SIZE AND REQUIREMENTS WITH MANUFACTURER. I : ; ( l � I � °I � { � � !t gB (�31 � � � � , ! I ' � � ' \ � � � ,� O � � ' � i { + L�I , � { � � � O '6. TYPE B FLUE UP AND DOWN. OFFSET AS REQUIRED TO ALIGN ' � '' � - _ _____ � i i �_� j i �-I � j \ I M�� � �WITH SHAFT SPACE ABOVE. - , _ ----� ;�-..�________�-__. _ , i ; C ,, �S I 1 � � ' l�'�� � � f - ��9-x �`i' � _i � ` ' _ , � �� � � ; - - - ( � � 7. 4" STACK DN. . , / � � � _ _ � I � , � , _ . � 1 � � � � � 8. 3/4" H&CW DN; EXTEND TO� LAV, WC AND WU. � � � � � �,� ;i�- , , � � � I 3 ---�-- , r ,� �� � li i � '�— — -.__� �� ' I, ` � � � iJ �� � I ' �� � � _ _` � � `, { � __ �� _ __T_ � 9 . TYPE B FLUE, (2)4 DIAM EXHAUST DUCTS, 4 DIAM. DRYER � i � � � � -- __ ����� .I ; I ------�- VENT UP. OFFSET AS REQUIRED TO ALIGN WITH SHAFT SPACE . �! \ s ----�C --� ;� � �= _�.�.�_.r.,_ �—� � � ° "� , � aaov E. � , � � � ,� , ,� � -- --- -�----- ,� � �_____ _� �.- c „ ', �' � � � , O__� ��_�� � ! � � � � I ' 10. 3" CLOSET BEND, 2 V FOR WC ABOVE. i � K� � t ; � s � � 3/�' � 1 � , ` � " � ; � , ' , , ' � � � � � � ( � 11 . 1/2"� H&CW, 2"W DN, 1 1/2"V UP. � , � � . . f�" , � (�•31 ` / I ; I� � t 3 .�_._'___ 7 � ` 12. �" DZAM. EXHAUST DUCT UP FROM BELOW. ROUTE IN BALCONY i � � STRUCTURE AND 7ERMINATE IN 6X6 WALL LOUVER WITH " � 'I I ? ' ' -- ! ( � � � t,� S • , i , ► � ` �.�__._i.�.__.�. ' 1 1 '.��� � � ; � � I� BIRDSCREEN. FIELD COORDINATE EXACT ROUTING. � , ( -----�- ---==-� (� -__.__v__...._.__.___.._ __�. � _�� � i , i 13. 1 2" H&CW UP TO WC AND LAV. � � f �, *�''`� / � I � t �� � _ I _ P.�]�. �_ . _ '! ��.r._f � � .___ _ .�_____. — ____ _ � i � 1 _ - - "v-o-_o- -- -.� � ' .'14�. , 3/4'. N&CW bOWN TO BT. • , �'�''�" '� � � n-___.. —o_.s1� I _ ,.rl '��"�_�,�_ T ___--- ____—__._._ _...__,._ •'_ � � � ! _____�� .y I� ~ � - � � � ��� � �g � �� o, 3 ±„ , ' �5. , 3/4"G FOR FIREPLACE DOWN. PROVIDE GAS COCK AND i � \ O ' , ,v � � ____ _ �I_._�� f,f /�- , ��� INSTALL PER MANUFACTURERS INSTRUCTIONS. �_ �5 � I � � � — . , � � � �D a �,✓'� � � 16. 'PROVIDE RELAY, *ETC AS REQUIRED TO OPERATE FAN IN "KS" : � _.... _._._..�,�.___��_--�._._..__�_.__�.._.T � 3 ; .. . � � ` '.� � E K � � oo � o , ;�� � WNEN T-STAT CALl.S FOR HEAT, THE FAN SHAt,L BE ENERGIZED. � %, � TYPICAL EACM UNIT. \\:`� � � t ` � -__.__._.._._.._._.._ � ' -- -� - --- - - ---_-_ -=----�- ---� ------- � � � `,;� �� � �...���-..__�._�.--�-� ��-=~-- � -- ' �7. FABRICATE 14"WX6"HX8"D' PLENUM FOR TRANSITION FORMDRYER. �I ` E ROUND DUCTS TO WALL LOUVER. PROVIDE BD DMPR � / � ID � TYPICAL FOR END UNITS. , � � � � � "� � � � " - � �' ��-" ' t � 'j /Lu ����„uP � � , 1g, 3 1/2"X10 DUCT THROUGH WALL C� END UNITS. PROVIDE ;� .� - GRILLE W/ BD DMPR AND INSECT SCREEN. VERIFY .' ' DUCT SI�E AND REQUIREMENTS WITH MANUFACTURER. , , � ; •,--�--�______._���.:.-Y.�-_._ �__�..:..:.��.:� a � i . - � � � � 19. 6" DIAM. UP FROM HUMIDIFIER BELOW. -TRANSITION TO ' ' � ; ` GRILLE, AS. SHOWN.,m . CENTER GRILLE yIN WALL, _+72"AFF TO '� � �� � 1� i .` �BOTTOM OF GRILLE. � > ', 4 �_. � � � � _ _� 7 z ' - � i 1 � �-�20: ` �'THIS-�BASEBOARD MAY BE DELETED +IN CENTER UNITS. � , ; , - J � ' �:„� � /. I \`.� e'''� ' i� � � ,. . � �� . � \ �,f` � ,` e -..; :' . , ..>��`! o ..,.�""" _..�___,.....___._.. / �.�. ..,_ ....�_ v ......� A �,� �� � _._._�� � Tru �__.-.-_----.--��r �____�-�._�._ � ;,, ��,•:.�:��►i� �, ., .�. � �r�.;;; /� , � � i �; �f� ���'Q� •Y��� �k � ' _ � � �� � a ' � � �}� e _ e `' e .. .r , .fsr��� �L, - � �` ,� _ .:, �' , , 1 \,, •�� � V a pMed� ED� SO f � G� P P M�1 00 AAIM � I � , � . �oanDtnutfobti ''N�`n' �on''�0 i etiotfl�;rou�ai�nth,'�1cu►�ti�^f rn. �ouUe� gue,� � , � MAIN LEVEL MECHANICAL PLAN ��N�i9���� �, �� . �. � 1 II " � ""'"' '"�`-__ _ /�I- = I'o — `,���11+1�»�Ar.'��,�.�s e,`1���Q.��e•.o.��e.,,,`O ��/�' . .. �����,•� r � ,. � - ` � x � w � ' : � \�,4' •' �NA L EN�' ' s ` � ��r�o�F�F C��p�`����� ��I/II11l11►►���� - ' • � f� OT�T 0 f'�T CH T01�1 NH 0 �1E S . Vall� Color-ado - , PC1T�T0 �'ATCH . TtT�. E : � -� � - TOWNHOMES � . - -j - = L � _ ". ,. - �. ��������� �.. � � - _ . �� I� TNE �SHif' . . �x.� t . . - . Always refer to architectural drawings ' �V�N CENTEf�� BLDG J , � , ` � � ` _ , for confirmation of design and dimen�sions.� ' ° - "- " '" "° " " " " "� ' , Resolve any conflicts via written author- - �UO� C� 8{G2� � � . ization prior to proceedin;,. � � _ , ' ,, ; �� � . � - T-�L 303 999-7979$ . � � , ����.,� ,.����:.; i f t �l � .....,...�...�.�...... - �._.......�...,�.�,,.....�,...�.,�,,...........,.,........�....�,.,,�....��.,...��..,,,�,..�w...��-,P�.�...��,..�.,...�•.,.v.,_.�......�.,.b-w..- - � � � �- - - _ - -- - - - - --•- � "�""'� - - - T--^_ � ' i 9 _ : �-_ __ - ; .� ' -� . -- -- n -F , , 7 , � `� _ .� t� - � f�„ ��3 � • }' , _ , ,;�� 10 `°�\ I I �o�� �� ' �MECHANICAL DEtAIL NOTES THIS ,SHEET . � /� -� ___ __ , � _ ' 1 . , `�1/2;� � H&CW DN. RQUTE IN CABZNETRY, �O NOT RUN TN� OUTSIDE • � --- - -- -- - -- , � �WALL. � , � � I / 2. Y1/2" H&CW UP TO L•AV; EXTEND CW TO WC. . � 1 ` � � �� � � 3. 3/4" H&CW UP TO BT. , � ; � (�-5l � ; - ' , � ! � " , 4. ,2"V RUN �IN WALL AS REQUIRED TO REACH ATTIC AREA. ; � , � � � � 5.� FABRICATE 18"WX12"HX12"D PLENUM FOR TRANSITION FROM � � � / �O � ; � � �ROUND DUCTS TO WALL LOUVER. PROVIDE BD DMPR FOR DRYER. � � LOCATE AS HIGH AS POSSIBLE ABOVE ADJACENT ROOF. , � j , I ____� , � r.-, � 1 / ""�""�""�'�� , '6. 8" DIAM FLUE UP THROUGH ROOF. TERMINATE IN ROOF CAP. � � � / 10 _ , , ! �7 . PROVIDE 4' OF FINNED TUBE RUN EXPOS�D WTTHIN , � ` � � � �� �VOID BEWIND/BENEATH TUB. , j � ��5� Q,� � _---- - � � _ , � � � , � �� ---------- i 8. `FABRICATE 12"WX6"HX6"D PLENUM FOR TRANSITION FROM , � ` � � � �ROUND DUCTS TO WALL LOUVER. ' � ' � / � � , � � � , ' ��s� _____ # ' E � � � � � '--� � � _ ___�__��_ j , � 9� ROOMMIDpIPEUSIMIILIARF�TO PTPINGASHOWNSEBOARD IN THIS � � � d f �_�__ , � I � ' _ . O � �� i � � 4 I � ^ - j---- � 1b. 4" - VENT THROUGH ROOF. LOCATE VTR AS CLOSE TO TH� PEAK AS PO5SZBLE. � ` � Z � � " � � � _---__----� � � ` ' �.. ___�� _----� � g t__ _ � ; , _ __ , _ � � � ,- --- � a3 11 . bROVIDE COVER_,OVER E�POSED_ HYDRONIC PIPE._ , N � � � 3 , # � _____^__._.� { � _� � - _ -- .._ .. . u_._,_ _. __- _ � � I � � i .,, �.M_ � � -��� � � -- ± j------- � � .i� �2. 3 1/2"X10" EXHAUST DUCT. RUN IN JOIST SPACE TO GRILLE � � ` ; { � ;-- - �r�'� � � TN SOFFIT. . � , —� �,,� ., - - -_--- _ � � ; j% � ; .���---_-_- ___-__--�__ __ - __ _ _ -.-_�_-_- � IZxCv ;j . , �, � ; : - - � __.�._._...±l._W_._____.�___L w____.�___ ____ �.___ _ _ C�-c�' 1 � � -__.., �_. "� _____.___ _ _ ' � - - � � -� , f f-- �--- - ---- - - - - � � � � �� ; � 1 � � � � � E i � �R � � � , _ � � , � i � ' � � 4 � � ____1 _.�....,. � �-_..._�._.... �� i � t� IIDI GEN R� I � __j �_ _ _ __ � � � �"`�`�'� � �` ~� � `-' l � � � � � ' 1 . ;THESE PLANS AND SPECYFICATIONS PERTAIN TO THE CONSTRUCTION (��� � ( ! I � �- - - - - --------� _ � �- -= ' 'OF (2) 3 UNYT AND ( 1 ) FOUR UNIT .TOWNHOME BUILDINGS. THERE ' � � � � � ��^�� � ��^ , � �IS PRIMARILY ONE UNIT TYPE(RIGH7' READING INTERIOR) , WITH � � ; I _ ___ Kt._,__,�____,__� � � 1 I ,MINOR VARANTOFNEND UNIT� �VARIATIONS INCLUDE END UNIT ,AND � � O ! 1 REVERSE P � I � �!�� � � � j .� _ � �� � - � .INTERIOR �UNITS: E,F,J AND B. - , i O � � L_1.� __,.,_�,�__ � � � j LEFT END UNITS:. D,H AND A. � ' � ' �'' � � � t RIGHT END UNITS: G,1� AND C. (UNIT K WITH LIGHT WELL) . , ., , , � � - I � ,a ------- � (� �� � � ' ��2. :THE QUARTER SCALE PLANS WHICH FOLI.OW DETAIL MECHANICAL �AND. r ; (�—�> � s � ; _ _ ���_ _ —_ ; �_ , ' � � + L`l'� ;ELECTRICAL SY3TEMS FOR THE THREE UNIT BUILDINGS. THE FOUR ; O o I i �A _! � � _ � �� `UNIT BUILDING USES THE SAME UNIT YYPES EXCEPT THERE ARE TWO � � I � �INTERYOR UNITS. MINOR CHANGES REQUIRED BY TH� FOUR UNIT � #` '� `— 5_J � � ` BUTLDING BUT NOT SHOWN ON THE PLANS ARE TO BE OETAILED IN j � i � ' ,� ` �, F�-�--� :,��— � L � g,� �Z r�� ' , � �WRITING TO THE OWN�R AND ARE TO BE INCORPORATED IN THE BIOS. , � � %.� , -----� _ _�-_ �-- — � �� � _ __ / � �•� ,�" 7 1 I ! � � �1 �-' �. PRIOR TO FORMAL AWA�D OF CONTRACT AGREEMENT, THE SUB- ; � , " ,,�`f � I 3 r � • CONTRACTORS SHALL ACKNOWLEQGE THE CORRECTNE$S AND _ °„� 3 O ,r' ,.-����.._.-_�. ;' �_�� � I O ����--- ( j � � .�COMPLETENESS OF THE PLANS AND SP��.'IFICATIONS. THESE ; � ;,/` I � + -_ �� � , _- � � f �DRAWINGS DO NOT_ RELIEVE THE CONTRAGTORS FROM RESPONSTBTLITY , � � � � '�''� E � " 1 � � ,�, _____� _ � "��� f� '_� �jT� �TO SUPPLY' - COMPLETE'�' AND COORDI��IATED SYSTEMS IN ACCORDANCE" '�; WITH PREVAILING CODES AND REGULATIONS OF ALL GOVERNING , �+=�=y"�_� �,. ! O ���� � � � �L� i� j '';F '� �ORGANIZATIONS AND DISTRICTS, AND TO THE SATISFACTION bF TNE , ;V' � � I L—� �� ''''1� �OWNER. �C`�' .� �� -� _ : � �� � � IrIC.� �/ � � . � � , 4. jTHE SUB CONTRACTORS MUST REVIEW ALL PORTIONS OF THE CONTRACT ; � � � 3 �DOCUMENTS FOR THE INCLUSION OF HIS PORTTON OF THE WORK. TNE � � � �,_ 1 �� �_ _ _ T_ � CONTRACTE7RS MUST CONSTANTLY � REFER TO ARCHITECTURAL, . O �+�` � 1 �,, - ; �, !�;; f�'° -- ,---_ ___ o o�__ �STRUCTURAL AND OTHER DRAWINGS AS WELL AS THESE PLANS AND � "'� '�- i �_..__ � �"�;'' r .� b - � �,rl� �� ��� +SPECIFICATIONS TO RESOLVE ANY CONFLICTS OR DISCREPANCIES. I , - i..-.---_-�-=1� �� � _ !IF CONFLICTS OR DISCREPANCIES ARE FOUND, THE CONTRACTOR MUST . ' � �, � � ,__� � � � � , , 1� PROCEED WITHOUT PRIOR WRITTEN RESOLUTION OF THE CONFLICT F � a �� � ;BY THE OWNER. � �Z � � N -- ------- � - �/ � --- - - - 3 , _..r �� �__�.._ � 5. �EXCEPT WHERE` SPECIFICALLY NOTED, ALL INTERIOR UTILITY LINE O . �.._____.____._.. (,� � 1•1L-Z AND SERVICES SHA�.L BE STUBBED OUT AT LEAST 5 'AWAY FROM THE r` _� /�`'� � E � ��Z�� � � CONTRACT RND BE ADEQUATELY MARKED FOR CONNECTION BY SITE .� �`-_�,._,___ , ___ r� � � � � � UNDERGROUND SERVICE FEEDER TO THE PAD MOUNTED � — � � > ; , TRANSFORMER. � � � � , , - , P�T�z I � REMOTE READ WATER METER CONDUIT � � WATER PIPING TO AND INCLUDING THE METERS � ' ! , - � , // ,,' f'`%`,,�';�" 0 ;6. THE PLUMBING CONTRACTOR MUST COORDINATE INVERT ELEVATION OF _ 4 � /* ' , ' if '�,r�� ' . EXISTING SANITARY SEWER. � �`� � � , � � , / f /, � , . ° ,,'r/ ' , - �THE PLUMBING CONTRACTOR SHALL COMF�LY WITH �'HE WATER DISTRICT � � `� ; --- 7 . ` , {RULES AND REGULATIONS IMSTALLING THE WATER METERS. METERS I � .�;,,rt � � � AND READERS MUST BE �PURCHASED FROM THE DISTRICT. READER ; ' , O �L� - �WIRING AND CONNECTIONS SHALL BE MADE BY THE ELECTRICAL ' , � � � � ' ,;. �• -�` �CONTRACTOR. FWSH ALL WATER �LINES -PRiOR- TO-THE_ INSTALLAT�ON' ; f ,� �, „ ��� � � (OF 7HE WATER METERS, ASO METERS QO_NOT BECOME� CLOGGED BY�; . , ` . � �, �__-_�__.� >____u___.. t- �a...� �'L= _�� ;�,t-'= , � • � . � .�'=- . .,-r�ONSa'�tt�CT��N-�f�E9R�S- ��- _� .� _ �..�_ � , �_ , �_ ---- W , UPPER LEVEL M�CHANICAL PLAN - — �1��, � �` � � _ � g. }THE PLUMBING CONTRACTOR SHALL PROVIDE ALL EXCAVATIONS AND � J , �, i��� _ I,�,� i �TR�NCHING REQUIRED IN CONNECTIOH WITH THE PLUMB�NG CONTRACT. O � � ,_. � _ �1� ��OF�I ��T�ZPc'T�Ol��,S 'FURTHERMORE HE IS TO EMBED UNDERGROUND � PIPES � IN SAND 'OR � � � ;GRAVEL� AS NEEDED. BACKFILLING AND COMPACTING TO NINETY FIVE � �,,,� , Y�IITi-�11�i �OFT �� �3V� . '{{j2PER CENT (95�) PROCTOR IS TO BE INCIUDED. i � • , k ` 9. NO WATER LINES SHALL BE ROUTED IN OUTSIDE WALLS OR FLOORS OR = y �IN PARTITIONS COMMON TO UNHEATED SPACES. , l 1 `.�� ` 10. �ROUTE PLUMBING ROUGH-IN AND TAKE CARE SO ALL ELECTRIC � � _ , i �FIXTURES CAN �E PLACED ACCORDING TO PLAN. � U � � � 1i . �TO AVOID DAMAGE TO TUBS, IMMEDIATELY AFTER FRAMING, IT IS � �,... � .�. 0 -� � NECESSARY FOR THE PLElMBING CONTRACTOR T� COVER THE TUBS WITH � � �� m o � � �PLYWOOD AND TAPE OR PRE-FAB COVERS.ALL VENTS SHAI.L BE SNOW � . �OR FROST CLOSIiRE RESISTANT. EACH VENT EXTENSION tHROUGH THE � �, L ��N i - � O� 6 'ROOF SHALL BE AT LEAST 3" DIAM�TER. THE. CNANGE IN _DTAMETER � W W,� Q,. � �SHALL B� MADE INSIDE THE BUILDING AT LE'AST 2, FEE (2' ) BELOW � 0 = � Z q� p� � , 3THE ROOF PENETRATION. VENTS MUST BE A MINIMUM 8" APART, �..` 'EACH WI`(H A ,SEPARaTE ,ROOF JACK. ' NO VENTS ARE TO BE LOCATED � � � �.... 1.L1 O � � �W ITHIN �l0 FEET OF ANY EXTERIOR WALL �BENEATH AN EAVE. � ' f"" � � L y C� U O , - r O Zz � ' ,12. �THE - CONTRACTORS SHALL PROVIDE AS-BUILT DRAWIN�S PER THE � O,� O O- �, SPECS PRIOR TO FINAL PAYMENT. , . ' ,, � , _, . , - . , , �" �"' � � � - h�- ;� i 3. SEE THE APPI.IANCE SCHEDULE ON �fHE ARCHITECTURf�L PLANS FOR � -- - APPtIRNCE DETAILS. ' � , � � � T ' ' � � , , '� ``` �Oemae.e��NO � _� . - ----- - - - - - - - --� . --- - � - - - -- �`� F� ''*.. `1� Q,,,,,,..a...�,.,,,,, .��, `e�lv�.' S T � , � � • Always refer to a.rchitectural drawings � a 1 : = for confirmation of design and dimensions. _ � ,; 1 ' , Resolve an� conflicts via written author- � ' s�o NG`� ••' � ization rior to xoceedin . � ,�sj'•• NALE ,,.QO`�. - F P P g � 9'''•••.............•�� v '�������iit i►`O��'`�e �, �._ . 2 - � ` � - • 1 x • '�� � ., � � ' �.. �-�� . ,�' . ' , - _ -- �-� ; �? GI�I'f GAI,GI�I,�C�.1 , �,' � , f - , � � --- � , G� MAIN, DSSTRIHtJTION CENTER , I�,� ,K UUIi'S ; � � ; � { l �3 x Z5' �x t`I,lc� ` � PANELBOARD . �; . � r- - � = v ��o i g-r a [M�� ELECTRIC S�RVICE METER �� � �I��x � � , M � /c i+Fl = v �c�g , �`I Zo/ZoB�I, i t� ,'�W ,Zcz�t�)l..c� , 3o Poi.-� ' -• � G'f CURRENT ?RANSFORMER � ' r ' C� �v� x IqfoocA : isoc�s� , I�Oa�C'�R�, ID,L� f�IL F�KI�S , �1S , ' � ' r � L R��C?'D �Ca E `r L 3ozo L��'fY�'� .. 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M� MDI� I I� ' I oo,000 ,�I L, ZC�A }-�I��aS PORCELAIN LAMP HOLDER (� � ���� �� �I I\ ' � + (PC:PULL CHAIN) � ' � � , .� �/��� ' la/G 5`f[.J(� C�1� , i Q LIGHT FIXTURE: SURFAC� MOUNTEfJ �, M�R K � �I�ifJ f{� 3U�.��1" I � RECESSED G FIX ('�L--��`� «°P-D W!Si'f�� � k.I HT TURE 3 UNIT ONE LINE 4 UNIT ONE LINE �'�"��' � ' � WALL MOUNTED LI�HT FIXTURE � � ��. EXIT LIOHT; DIRECTIONAL ARROW _ _ _ _ _ _ l.J ' ; , - - _ - -- --- _ ---�-. ---+--` -`---y -- �_�--,;; , ; " . , ; BATTERY PACK ' k LUMINAIRE SCHEDULE r ` � � ' � � ' ' ' , - _ EQUTPMENT • SCHEDULE ' ' 1-�-I STRIP FLUqRESC�NT LT. FIXTURE � KEY �AMP - DESCRIPTION CEIL'G (C�EPTH) MAIJUFACTl1RER/#, VOLT '. . - � LOAD �VOLTs CiRCUIT CON C � = aKEY �DESCRIPTION NE TION/REMARKS` ' �] SURFACE FLUOR. LIGHT FIXTURE � ` ✓ � R :COOKTOP & EXHAUST . 9300W 120/ 3/C #6 , G , HARD WIRE .; � RECESSED FLUOR. LT. FYXTURE 1 � ,FAN 208 � - + ' " O OVEN 360QW 208 1 2/C #10 G HARD WIRE �; �-���0{.�� ��i'r i �`,�.� �I 4�1L� (/'�� , � � SINGLE OUTLET;C CLOCK( 7 0 ) / , CpII�A.A'C� I�-L1.'DII�l� "�IL1P�(?,D , - � �lAl,� ��1�.!�L-� l TYP � � DW 'DISHWASHER 1500W 120/1 2/C #12, G CORD/CAP � ; � DUPLEX RECEPTACI.E � ' ` " , , , ' IG: ISOATED GROUND � ' TC tTRASH C�MPACTOR 600W _ f20/1 2/C #12, G CORD/CAP� �, '--------G�-/L � �F�.� , { S:SAFETY DISP JGARBAGE DTSPOSAL $OOW 120/1 2/C #i2, G CORD/CAP (�� �� � 5�5� , � � , - , , - � , � SPLIT WIRED DUPLEX i D fCLOTHES DRYER 2450W 208/1 2/C #10, G SPECIAL PURPOSE i (C�-�G L�I51.�� 3��'�G � � QUADRAPLEX (DOUBLE DUPLEX) • ' � , � CORDICAP , ' ' , _ ' �-� ' , ' ' t�. f��C ��I .�� S � COMB. SWITCH/RECEPTACLE W ,CLOTHES WASHER 960W �120/1 2/C #12, G CORD/CAP �' ���� U 11l �P�b�1�1' X��,I � �/�II Q FLOOR MOUNTED RECEPTACLE DO DOOR OPENER f/2 HP 12�/1 2/C #12, G CORD/CAP � �� � � f� NI'�1 �.�LL 5'1�D'`� ` . ' � I r.t W�I��vc:� EI.IGLO�f� ' Q SPECIAL PURPOSE (AS NOTED) VAC ,VACUUM SYST�M PUMP 12.6A 120j1 2/C #12, G CORD/CAP; CONTROL � e�F �7 TELEVISION OUTLET , ' WIRING AND � , .��� INSTALLLATION BY ��LoLU � 3/���G TD � ° VENDOR GvLD 1r�Il�.'rER PI P� �`'{ i`� Q MOTOR OUTLET ; , , ' ' � �,'��x� �,��`ti � i MW 'MICRO-WAVE 1550W 120/1 2/C #12, ' G �__ ,� ' ��° ��'��� r� , �,� TELEPHONE TERMINAL � � • ST ELECTRIC -STEAM UNIT 8500W 240/1 ,2/C #8, G , 60/2, 45FRN � TELEPHONE OUTLET HUM ELECTRIC HUMIDIFIER 3000W 240/1 2/C #12, G 30/2, 20FRN — ._ , _ 0 FLOOR MOUNTED TELEPHONE OUTLET � _ . � 3,�c� 'l�1.�. ���I�-t' ' DG COMPUTER OUTLET � ' . -` , ' ' � . . � �� c�P � co�����a�l Tv S�TE c������t' S� TOGGLE SWITCH � � a-switching p-p; ,ot , ;��t � . TELEPHONE ONE LINE 2-2 pole k-keyed _ • 3-3 way to-therm. overld. ' ` ' 4-4 way t-timer ' - , �P DIMMER MECHANICAL �EQUIPMENT SCHEDULE Y n � � Q THERM�STAT KEY DESCRIPTI�N LOAD VOLT � CIRCUIT CONNECTION/REMqRKS , , T� TIME SWTICH . � 8LR BOILER CONTROLS � , 500W 120/1 2/C #12, G HARD WIRE ; � PHOTOCELL ; ;CP CIRCULATING PUMP 1/� -HP 120/t 2/C #12, G DISCONNECT AND �N L�IST�IR�(„j'f'DI� P•bX � MAGNETIC STARTER � - Q PUSHBU7TTON STATION ; " ��' � ��� ��-�S • JaC JACUZZI PUMP 3/4 HP 120I1 2/C #12, G THERMAL OVERLOAD �IZ� �PA��c� GE�I-11.15 Q c� ��- ��l�c� sYs�t - - ' . P�P.���r� -�k� �p�.�T� � � EF CEILING EXHAUST FAN 100W , 120/1 2/C #12, G THERMAL OV�RLOAD ���2LI1•1� Ft� � l_1�11T � i� c�-Iir�E - ���:�u� SYS. 1 - - - � � '- - - - -------�-�� - - - - � - - , � , �'s ���r� �A�, - i��� sY�M - ,�_�___ �_ ____ _ ------ - -- - - - �-- - - - -- - - ,_ - - R�5°� , " --I-� /u '-�' � e� G,ARAU� R� OP��Pl�1� �� � O V�NI 5Y5�'� �-r � � w c. uc�f i+� cc��-t' ' --+� —+s • sMOK� C�L-I'�-tz�� ��t�'r���!G �'IoK� � `� , r� �zd � �l.l. �L�C�tZ i C l��.. 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CO(�� � ;`��V�•'° 1ST ., 'y ��...pYIDE L� ��DI GA� GICTS F�D F�OM �1-bJ� �1L ��f� t:�TFL'��S � '` _ = �k fZ �I/tf.L �I/k1� �DL�"f'f� � P� , . _ ` 4,: = Pa�p �p ,�,,Y �T� ,�,�L SCHEMATIC TV CA6LING DIAGRAM �,..s��NqL��G��.�o = �-1�uA�r� Au- A�,A Lwis �iJ T+II�- 1�-1rr -•,�,���Fo„ D��,oe,,�` ,,,.,..,�• , °�0���i�i�i►N��� ��� I�tA�I�'' �Y'i'(-���J ��, Ct•15 'R� P� � - P OT�T Q f'�T CH�=� T01N NH 0 I�E � Vail j Colorado FiRE ALARM ONE LIIVE � � � . � � POT�TO i'ATCH = TITLE : � � _ � TQWNHOMES ��— � — T �., � � . � � . . _ - ; �� r� T �v E r, s H i r� -<< . ��.�CT�����.. �� _ , Always refer- to architectural drawings . � �VON CENT�f�, BLDG - � - - `� ` � -� � ` - � � "' � ' �� v,', for conf�rmation of design and dimensions, � � - ` Resolve any conf licts via written author- , a �AVON CO 81 G 20 � ~ � ization prior to proceeding. , � � , • ," ' ` �� � _ � -� r T-�L 303 999-7979 � , t x ;��_� -.����X���. . , , ----� -- - � - - ----- , -- --- - - ---- --_ - ------—---�------- -- - - -- - -- - � __ E _ - - - � _ , - - - , _ �_.._._._ ____e___-- -- --____._ ._ _ . " � �f�. � � � h , � , �� �ELECTRICAL DETAIL NOTES THIS SHEET +O 1 . ` �RIMARY UNIT TELEPHONE OUTLET. INSTALL IN DUPLEX � �DUTLET BOX, +52"AFF. � ` ; � , . , ' ; �2. ' XTEND BOILER CONTROL CIRCUIT TO SOLENOID �VAL`VES . ND CONTROL TRANSFORMER. � O � . �, , . � 3. OW VOLTAGE WIRING UP TO AMPLIFIER - INTERCOM SYSTEM. � � �� , 1 ____ ______ ___-_ ,,� , . � ' - . � 4�. TEAMER TIMER UNIT FURN WITH STEAM UNIT, INSTALLED ` �—� `—' , -_._.�_....._._.._.�:..._..�._:.°w� \ l� -- - Y EC. , � , ` _ �' - � � _ � � ____ _________. .____ ��. , ; � � � � � � _._ __w._..�._�___________._._.`_.,._._ l � ' _ _...__.,._...._._.M.�._________ __ `..�. _________�___.w.._ ..___ _ ��t ( , --�{; ----_____,___. _ . _ _ _ ._ ` - -, � -- - l ° � s f-- � �; ; � . � _ �_ -- — — — — --. _— . ; ! � , ; � ` G C IC � __ - -- �-_ �� � t k 4 , ; ' 1 _ � � 1 . HESE PLANS AND SPECIFICATIONS PERTAIN TO THE CONSTRUCTION i � ' � -� � � F (2) 3 �UNIT AND ( 1 ), FOUR UNIT TOWIVHOME BUILDINGS. � THERE � a , ; 6 , ? _ � � � IS� PRIMARILY ONE UNIT TYPE(RIGHT READING INTERIOR) , WITH ___ � �� u - MINOR VARIATIONS. THE VARIATIONS INCLUDE END U N I T A N D i � . ' _ K. . . --_ - , � -REVERSE, PLAN OF END UNIT: _ � � 3 { I . .,'.r.«..n.«. »..w.,..�..., ......_......,.�..._.._ .,._ , _....-......... � «. .__ ,._ « s � ZNTERIOR UNZTS: �E, F,.1 AND _B. � i � ' ��j__.___._______ � ; i , � ___^ ` � LEFT END UNITS: C3,H AND A.r j i -------L,�----� �, /� � ---�!�\ �, , � RIGHT END UNITS: G,K AND C. (UNIT K WITH LIGHT WELL) . . � ��� � � � EF %�r � �'�;�� : � ` � � � . . � . 2. T H E Q U A R T E R S C A L E P L A N S W H I C H F O L L O W D E T�I I L M E C H A N I C A L A N D ' ' � � + � 1 , ----- ' �/ �� `• � ' ELECTRICAL SYSTEMS FOR THE THREE UNIT BUILDINGS. THE FOUR ' - ' I ; i ..�_�___ ____ _ ..._ __ �___ ---__ ______ - \ .� , � ' , ? ' " UNIT BUILDING US�S THE SAME UNIT TYPES EXCEPT THERE ARE TWO ,' �� � �-� �- � �, _.__� _ ___._._�_ __ _w.M.�___._�__ ._ � ___ _ ____. ______.��_ _ ____. r�... _ _ i� i.�����_ _�`�--� _�-~� �- � �-..-.-.�-- -�-----�' � ' INTERIOR UNITS.� MINOR CHANGES REQUIRED BY THE FOUR UNIT �� ; , i ---_-.s � M_.. _.__...__1 , _ �_.____...�__,____w__� _ � ..�_�._.. __� _: ii � ; ' ' ' BUILDTNG BUT � NOT SHOWN ON THE PLANS ARE TO BE DETAILED IN � I � ---- � $ � i j i � � �i � � A� i : . WRITING TO THE OWNER AND ARE TO BE INCORPORATED IN THE BIDS. 4 � � , 5'R� ; C� . . . � � � ; !� � � ; � � ji 1 � S ____� ' � �, . 3. � PRIOR TO FORMAL AWARD OF ,CONTRACT AGREEMENT, THE SUB- , � `-" " � � ! � I, �� ',` -� �� � ; � CONTRACTORS SHALL ACKNOWLEDQE THE CORRECTN�SS AND � , i ��---� �' �' _____� _ _ __�_, _ _� I i ! �� a � A ' y � COMPLETENESS= � OF THE PLANS AND SPECIFICATIONS. TH�SE � � ;, _______� L_�____...___._-1 (__ � � i, �-� � � , � �- - Di3AbLINGS po �oT, RELIEVE THE CONTRACTORS FROM RESPONSI8ILI7Y 3 '� � � ( ; ;I • � ; � ' - 7(3 � SUPPLY COMPLETE AND COORDINATE� SYSTEMS IN ACCORDANCE � �i ' � ;', -�35" �� � � " - " ' � WII�'H "PREVAILING C,�ODES AND REGULATIONS OF ALL GOVERNING ' .� ii , � � i� ^� 'lj(� ��' ,y � � � _ f,,i��---�'_° __ —.T—.-. - ------, __��_,,:..,_.- _�- __ _-- __ . _ �z — .,.. ,� __ ___,.__. T_ -- --��� , - :-` t ; j ;, �� � i°=_ � �3�IGAN�`�ATI4NS AND �DZSTRTCTS,t �ANq�•TO��,`TFiEy SATZSFAC�3'ON=4F�}TME� _��.' � �� 1 , } {� ___..__ _ -�-�'3 � ; . ��� "-� r - ,tOWNER. , � __ .,. � _�, � � _ , _ - . , __ x _ � . .�_ _ y � ��, _� .,� _ . ,_ � _..,.... �_�_ �, r_.�` � - ( t � . � s ,� � � �� �� ; i � �� /� � 4r THE SUB-CONTRACTORS MUST R�VIEW ALL PORTIONS OF THE CONTRACT: � ��_ � �: ; � ��� - -- �; � E , DOCUMENTS FOR THE INCLUSION OF HIS PORTION OF THE WORK. THE � � � �� ; i } ; _ �; ,� �^,��4 S3`�5 �� ____ _ ���___� __O �_______ � ' 'CONTRACTORS MUST CONSTANTLY REFER TO ARCHITECTURAL, • . _ �_._. _ . _ _ _.�._..M.. _ ' �STRUCTURAL AND OTHER DRAWINGS AS WELL AS THESE PLANS AND � � � [--- __�_.___� i� � � .° -� � ' , i ` ! __�� ;; ��^' � �i � � �k � �� � i � SPECIFICATIONS TO RESOLVE ANY CONFLICTS_ OR DISCREPANCTES. - � , � ,l� � � � - fl �f'p � i � tIF CONFLICTS OR DISCREPANCIES ARE FOUND, THE CONTRACTOR MUST " , � � � - ;t , _� ' ' � - -- - ;+ -I�'lZ � �.�. ��\ � � N�� PROCEED WITHOUT PRIOR WRITTEN `RESOLUTION OF THE CONFLICT- r i ; � ;� ,' " � � . . - "�BY THE OWNER. � � , ' � _, ; M � `� '� � � ' ' ' � ' ' ' - - -- - - --- _ � ' ;; � �'L � __ - __ s , _ _ _ _ _ _ ; ����� _ � ���_ �� ______ � 5. , EXCEPT WHERE SPECIFICALLY NOTED, ALL INTERIOR UTILITY LINE , , �� � ;AND SERVICES SHALL BE STUBBED OUT .AT LEAST 5 AWAY FROM THE; - � ~ ; �; � S � � 5 } � - BUILDTNG AND BE A�EQUATELY MARKED FOR CONNECTION BY SITE � : { ; - .CONTRACTOR. - 5 • � ; �i '€ � 'S A� .k� }-� �,t,� � ° , UNDERGROUIVD SERVICE FEEDER TO THE '' PAD MOUNTED � �° f O F��I �G?Pr I I TRANSFORM�R.. # r-�---- � , _ � ' ' �' � �-•� REMOTE READ WATER METER CONDUIT • - s - , � � � � , �___ N � -�-SL" '��I,�. '��Ft'� � WATER PIPING TO AND `INCLUDING THE METERS , � ; � � � I ; � � _,____ �� -�1 6. :THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR 7HE I� ; � INSTALLATION OF ELECTRICAL SERVICE FROM THE TRANSFORMERS TO � � �� �- --- ; �'��EI�S"rAC.}� �THE ELECTRICAL METERS _AND ' WITHIN THE BUILDING. SERVICE TO � --- �� -�-�--.r-o--�3 L1/ O �Nr�1 i�Et�f� ; �;�'�� ;�ACH BUILDING SHALL gE INSTALLED IN PVC CONDUIT, IN A "COMMON, � ��.�_�_ � , ' TRENCH 24" DEEP MINIMUM, STUBBED �UP INTO METER STACK. a �___ _.__. � ��, . ��^��_� �� _ _ ___ _ _ ; : ,,,." 7 . THE ELECTRICAI. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE � � � �WEATHERPROOF TELEPHONE AND TELEVISION CABINETS ACCORDING TO . � . - ' . ' � �i'HE UTILITY'S STANDARDS. PROVIDE PVC CONDUIT SIZED PER THE '. � ? � � "ONE LINES TO A POINT 5' AWAY FRdM THE BUILDING FOR , , - � ' , � * 'CONNECTION BY THE SITE CONTRACTOR. � , � � �..,, _ .,.-��� � . F . , � � - - -- — ' ' 8. ;THE ELEC'I'RICAL CONTRACTOR SHAL� BE RESPONSIBLE TO ROUGH-IN E �M � . , �,(� 5��,� „�- ` � � � ; �FOR ELECTRIC HEAT TAPE WHERE SNOWN ON THE DRAWINGS. ' � r=uTu� � p OO � � , ` , , I�.l`�T�I..li� D� I�AL�• � 1 � _ � � 9'� iSPECSCPRI RCTORFINALLPAYMENTIDE AS-BUILT DRAWINGS PER �THE a ! ' ? ,� ' ` � ; ' '' � � 10. �ALL LIGHT FIXTURES, SWITCHES, DIMMERS� THERMOSTATS AND OTHER ' � - ` �EXPOSED DEVICES MUST BE APPROVED BY THE OWNER PRIOR TO - I DS ` , , ,-� °ORDERING. � ' . � + ' 11 . 'SEE THE APPLIANCE SCHEDULE ON THE ARCHITECTURAL PLANS FOR I f� ____________�.^___._�__.________ r�-- ______�W.s=____.------;4----z_ 1 � , � � � I�P f .APPLZANCE DETAILS. , �l � 12. ALL ApPLIANCES SNALL BE WIRED' WITH A CORD AND CAP. PROVIDE � , CORD AND CAP AND �MODTFY APPLIANCE WHERE NECESSARY. ' LOWER LEVEL ELECTRICA L PLAN ' � � � � Y � 13. ,THE ELECTRICAL CONTRAC70R SHALL USE MULTI-GANG BOXES AND �/��' (���� ���1 ;PLATES WHERE MULTIPLE 'DEVICES ARE LOCATED` SIDE BY SIDE. _ � �'�R � "� -� ° 14. -�IN PAftTY WALL8 USE METAL ELECTRTCAL BOXES ONLY. ' _y -_ _ _ . _7 ., _ __' � _ , _ r- .- - - .. _'—___i_____,.r _ ' ' ` � ,. � � � s � � GENERAL NOTE � - � _ ` � . ' ' � � �, � � .,. .�.�,,,...� '�y � , . ' 1 . �LOCATIONS OF SWITCHES, TIMERS, DIMMERS, RECEPTACLE5, +,� ,�� ` ; � � THERMOSTATS, WALL MOUNTED l.IGHTS; ETC MUST COMPL:Y �' , � ����0°�F���Nl�'��i,� � WITH APPLICABLE CODES. DEVI�ES'MUST AtSO BE MOUNTED ' { ,l��PL.,,,,.^...,,,�b[� °', _ � ' �IN SUCH�A MANNER THAT WALL SPACE FOR^ PICTURES, �ART ; > ��c���'`• S i��F' ,�2�, , HANGINGS, ETC WILL NOT BE INTERFERRED �WITH.�� � - � ; ; + r � ' WHERE SEVERAL DEVICES ARE��LOCATEa IN PROXIMITY TH�EY ^ - . � = ; � BE CENTERED ON HOR'IZDNTAL AND VERTICAL LINES. ` = ° ' , ' : " -_ _ � •• ` \�� O - � ,__ � _ __ -- � _, - . � ` ' � � o � `��QNAL E���'� � -- -- - --- - - - .�,,J'�;°•.,, ..,:�.0 0� �'�a����iii ie��°���6�` �' � � �T��' 0 f��TCH TOV� NH0 �1ES Vail C��orado � 4 � + `1� � , � } ` _ � } . �- `.. . _ ,r�- ,. � � � 1 . f� ClT�TO ��ATCH TIT�LE :� , ��� a � . � { � �' OYVNHOMES — �Y�—.=, � _ �_�� _ _; w,f._ ; . � . . _. .. � — 'tAlways refer to archit�ctural drawings � � �t� � � IV E 11�SH � � ' � � :' , ������������ � ' ;" � , � ° for confirmatiqn of design and dimensions. ' � � , `` ° � �- } ° � ° . ' i � y� H � , ,_ � y , � Reso�.ve` any �confZic��, via ,written author�- , � nVOf� CENTE���'�BLDG , y j . , ; ,,.�� ti �, , . , , ,- ,. 'i�zati�n prior to proceedzng. ' �- , '. �vON �0 8��2� .* - � � � '- � � � — � — � T�L 303 999-797,9 � � , , � : . � , . � „ ' _�(��� '_'� �.F .. _ + � ' � \ ,- "' � ,�- -- - _ �_ , _ _._..�____. ___.�._:"�� � ' \ j �� . � _ /� . ,�;� DI� ,�� ` ' ' ;/� �,� . __w... �.=�._�_-_i�7 [�_ 1 I I � : � � � � � __—.__��, � � � 00 � �� � / , t _n _._ O O �� � \ . _ , � ,� , \ `� � ___ _ _ ____^_�` `_ . , ;` ., ..��_� . y I � � � $� � ) \ �, i � /\ / _ �i �^\\ ` ( /� ------- , � � � �� ` _ __ i y, � � __��� , _ -�___.. _____...����.� , __ , �'��,� �,�°�� �-- ��°�� r _ _ - , fi I �'` � � � ____.._..._ . .�_�___.._______r_.��..__ _�._�...____�_.._.��.M.. _.__ . �.�__ _____�_...�_�.__.�___.___T_.�_�_ _ -- - - � �"'°�m� �� - - -"�-- -� --��-i � ' --°--------"----~--'--�-�`� � "'-�'�' � � � El.ECTRICAL DETAIL NOTES THIS SHEET � 1 1 ; � � i � � � Q - -------- � � � � ' � � I � , CaFS � �� � ' .:�._. ` � ( i I � I i � , , , F,= ' 1 . �LOW VOLTAGE INTERCOM WIRING DOWN TO DOOR SPEAKER. � � � � � ( I i E � i ���� � i -�50�� ; , ' ' - ; I � i I ` � � �, -- _-_ i 2 . . tMOUNT SWITCHES AND DIMMER .IN 4 GANG BOX AND PLATE., f , ❑ I � o � T - -- �-- ---- . ; � � � I I � � �T H E S E D I M M E R S A N D S W I T C H E S S H A L L B E L U T R O N N O V A S E R I E S ` ' � . "- � � � � � ,� ��%` �� � � /� � �` �LOCATE BOX AT CORNER NEAREST TO THE STAIRS. CENTER � ' �� ; � �! ; ' ' � �'� ` ` � � ,� � _ 'INTERCOM ABOVE THE MULTI-GANG BOX. + it ` `l � � � \ /j \r , z ) � \' i { �t � i� i _ yJ�! - � " - " ........_�,-.._...-.-� _.....-r / ��/' � � / �/� " i� �D" � . � ! �L..,_...._.__�_� ;i + � ! �� �- I ____ _ _ � J k�Z��: `�G .� 3. �THIS DIMMER SHALL. BE 600W, LUTRON N-i 000 ! _..____ __---��� --_ i f � � ; �� � / , , . . ' � - y� I �� t�— l � �S �� �� � � � I ," 4. �PROVIDE CIRCUIT AND WIRTNG AS REQUIRED FOR REMOTE _. , � ' f � # j �— -- ---- - - � ` � , ` � ; . �� �� � ; , �� � � 'FIREPLACE STARTER. � � � �� � ; � ,��� � A � � E+��� , , , � } ; � , � ��--�� , I � � 5 � � � � � , � � T� � �� I i � �T I 1 � _ i = (p ���' , � j , 5. THIS DIMMER SHALL BE A 1000W DIMMER, LUTRON N-1000 , � 1 ; I � ` -- _�..,___�_ � ;' � � � � � � � ' i� � 1 �� � O ; � � 'b" 6 . , .MOUNT THIS RECEPTACLE _HORIZONTALLY. - � � , , , � � ; ; � _ �,� . � , � ? � . ��z �. . � a : � � t , . � , � t � t i � D ; , � � � � y i , , � , a � � � � �<�t�fl�P-�.� �.11C.� ,� � i ! � � � ' P ; � � E � s - ; � � � \ �� i�11� � � 7. ;MOUNT DOOR CHIME/INTERC0�1 HEAD END EQUIPMENT ABOVE � �� i E ! , �- ----- � l � i � � � � �� _:-.�_^__�_� + �______ __ , � � , ; � � ' y � TT� � � �CLOSET SHELF. WIRE STEP DOWN TRANSFORMER, ETC AS REQ D i � ! --� � � - - 4 � � � j � ; � - —C � i ' � =ACCORDING TO MANUFACTURER'S INSTRUCTIONS. ' � � � + _..' �_ � "1'C7�' I �+��'`� - - _ ' i ► - � j �;-- - - -, - - � , ,� � ' � O '� � --- � � `��L ' _ 8• "PROVIDE� CONNECTION FOR HOOD' FAN��AND `tIGHT WHICH ARE � � ' � �� �� ; �;�r--� � � � � � � � � �� --�-`-•- � � �FURNISHED WITH TH� RANGE. � � �� � � � � , � .� - ___/ � . , f fa_ ___._�___l _�_�__ __.;_ ��_._j > ti, ; � a O ti� ;i� � � � �.�,�, ���� r` g, r4VASHER AND DRYER OUTLETS PROVIDED IN COMBINATION .... , 1 __��._ ____ ___.�._.__.___...�.-,�t ---___ _...� L. _._ S f � c _/2,\ «_ __,__, ,� � _ __ .____� ,� � z__� h ��- ; ,, � � fPLUMBING/ELECTRICAL WASHER/DRYER BOX. BOX FURNISHED , + li ' � _ _ ___ ___� � � �-___�.__._.�__.�._ . _( _ � � , �BY PLUMBER. , _ $ j t i ( t O + �-�----���-� � f � � � ' r � J � t ROVIDE DEDICATED RECEPTACLE FOR IRONING BOARD. , ' � , 10. P ,� � � � � ` � � � Q , �'�`� �� _ r I ; � � ' � �, ; �� k � ' COORDINATE� EXACT LOCATION AND CONNECTOR �WITH G.C. . � ; , - � � _ 3 '� L � , . � � 1 " � ! E _ �1_UC; � 4LAm - �- - - � � � � . � -�- � � ,� � p , , ; ; i; � i ' 'i � ; _ r==t- -' �-- i--�I�� `—' � a�:�t.�.x�:t�• , � \� � l._.���__--��- ----- ---- _ v - �- ..___�----_��, � ... ___ � +-�..�L2-_� � � �'.xr.►w�wsG. ' _._._ --��--� � — ���—j � • i + �. . ,• ,�`•i e . ` , f s \���'�!�,{ -�p , �-_��= --- -__ __ �"_+__l i_�.__; �; e , � �'� •� --'7- .__._._.. __ _ � � '^______� F(xr y Q ---- — ��_ q t ^ ,,. r._.�I��..:�_..�._ __.._____.,___.._..,.�__. . i � __� r _ �� I ` 1!/��� � r y��-`--" �{ �.�� ',r.� �;nZt�t � �Y,• +� `� � �,� r�'- � � ,, . . 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