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HomeMy WebLinkAboutPlans - 1996 , ������� � � � �.�. fE��X �� � �'���C�'B"`tl", ���C2�s3�� ���5� ���� ���a ������ p��� � � � ��� � �� � ���� Q�����0� � S ruce Park Estates, Filing No. 2 t���� ��� ���� � �� ss2. , P �� I ��j 2� `�3�6�� �v'�G�C�J � o��,�0 sS,69. 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C�oOo [�O� b � ___ Vali�ify of Per��,c . �a (�[� Sec. 303(c) 19 U�.C. + �����9 �����u ��� � � ��J�J "The issuance er gr�s�t��� mf a perm�t or �n�roval of plans and specifications shall not be c��_ ;� ,�it for, or an approval of, any violation ct u�,,� c,, � � ef this cod� or of any other ordinance o�i's���_� ��� _ � _:,uance of a C����������`��� permit based upon plans, �,,���r,��.r,;;�,, w„u ,, �,� ���� �L.�e� �ot prevent the ���,!�,�g u�Y;���1 i���s� i � _v,.�� �equ�ring the �� c�rrect�on of errors in saici �,ians, spc����cuuons and otheF � data." ���� �� / 9- �� � : �`���C��'� G��L� ����li C����� L��Q�1�� 0 r��o � �. . ��C�CC� � C� C�� G�a G�nCo�o L�o� ���� � � � ��� � � ����� ��a 0 � C���o���� � b �� � �����: o � ������ pa�� . �ll}'ti� ����c����° (}����(1� a'�� Du��6�6� ff�[� c����'o��� ���� �� ��� �v����° ¢�la��°o�� c������rcw�6��9 ���] �(}°���0 ���t �� �°����0��6��� f���r �i�� ��p��°���� �a�a� �-.�������� , ¢�� �a�� c�I������ o°�rn��� [�� �(�� ��a���o °�°[�� �l��o��a�o° ����� ��� 6��d� ����� ��o����u��� WIV��IfU `7V� �� `RRi��YY MAI� �� �NY 11� �'i✓�VrYU� Y Y��L ��Y Y ����Y ll����� ��Y vaL/����1Y ������ S��G�' ���VYBF'a�� 4.Y� �� lJ ll U�G�t1U 11�9 ��1����1�dlc:"�7p l��u.otJ 11�t1�l�tJ��g ���ly,�(����.v�u��' �ll �ll �Wd+��ltiUl1 �r��.�d7p �IJ I1�11 ����� �o°�c��a��u�u�� �o��J ����o��o�� 6� c�c��a���6�� ���o�� ��� ����c��o ��������: � ���� �� � �0 ��� Q�� �o�c��°����c�o�� u� �tI}�� �o°�v�o� � �[���� �� ���t������ f� ��� �1��� a���°o '�°�� ���°tu�c�a.a�°�0 ���� �� � � � 1�.1 [� C� ��`� � � �00 ���� ���������� ���� ��o e Gab °t�6�0�g n��(1��9 c����o°�� [�]¢��c��9 �a�� ���� ��°��6���aao°�� �0��� �6�� �[�°�� �(lo�c�o°���a�c�� ��o°6firu�� �o�k� i��� � 1�'� � �� _ ���a�o���o ��l�� G°���1 !�°�1°!� I!—���� 11'�D�l�p L���lL,vl����a�AL� L1�Q:LL���lLy ����° � �M6�c��v�, �c�f���la,o0� ��� ����[� ����� c��a�rn��� e�6�(� �f�� �D�o���rrrr� C�a.DOO¢�ln�� C�¢��fl� Qb ��b � ¢�� �a.a�r�°�a�� �c�c�����1 c���� ��� ���t(� ��� D�c��� c����� ��� ���a���c���o --� . � .�t� . � �,��.�-��:��.�-�g� ���3 1�0�M��u�u�� (r �� � , �� �� � ��� b �' �����a���.�,����� ��3��� ��� � �� ��,� ��� ' ,,�, � , ;�, r�� � ��-��: �a���s��, ���� , .9- V ��U �� o v � 5y' 1� � a a � �n����D4�0`�� II"� �' ' �° ° � �.a���� AUG '� 5 199� �'f ���L�: ���1 ��°�u�no�� � [��a.DU����n�u� I�'��o�� e � o � o � �a° �� ����uo�°�� ������a�c��o��o Q�� e .�- � � :'t ���� o� u� o� �n�c�o����a�c�o�� o� �[�� �rr��ur��� �[���� �� �cdJ�o����c�� �� �[�°�� ¢�l��o�a���o � � ,�� ����������. �a��: ���. ��. c� a'� [}� � �m� ��a������c��v ����aa� � ���a.a�a.a��� [t�l¢���� nn � ..� ..,�. ,n � �, ��� ��: c. �v��� �1����ov U U�tl�� �LL��u �IV��l�iJy ��c�LQ� ����u Uo,���U u� �U � �Q��u u u �c�S�� �U �LL��e v�tl�t'�������u�: � — T�o�Vail Q � EC OPY . 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' � ' 1 � � � � v YP. 9�.1�.0. ' i , � , ' � � i � ' � � ; 1 ! ; ' � , ,'' , -T i �Y � - — --- � % ; �,,� �! � � � , .---� � �—-- -— ° I � 1 � I , � , � � � � � �o��s���u�2�o��— , ,,, -, I i ;� �-! � i i� r;�r ;' �� -�- � - �, ;� I � ����1o�g,Tv�. :'.' � � f`� � �u�k��o�v�u�90 I ', � i � I� ; ; ; �i �, � , �' _� � i Ij I � , ' � ,_ -.�-,. i � Yvp. � �x��'a � '�� � � _'_ _ I_ � � , , , ` �----�-�-,�- - - - - , , , , ; , , ;�� - i ���-� �- � � �.��_�,_� �� . . � � ��r =--_-.��-_-- _,�-_-�� . ,�- - -- -_--_- � , . , --- __- , - � __--_--__--- . , , i , I �' , � , ,, , � —_ „ , . � i i � � 4 1 a i -=-,l��=_�- � , _. ' ;-. t- � , ;-; � I ; , , � c��e� �x rs �� �� �� _-_� --� __-_�_--=-=�- - .�o� 1����� ,� GENERAL NOTES: NIGH ADDITION JOB # 9607-1 fi �'•�• ��� �� B. Provide wind/seismic anchor at supports for ali roof joists and trussed NAILING SCHEDULE V4?��CO�, ���OB��O rafters. See nailing schedu!:. � a1655 DESIGN CRITERIA; C. Provide solid blocking between roof rafters, trusses and lookouts at ali 2x tioor�o�st to order, sill or wall plate (toenail) 3 - 8d bearing locations. Blocking material shall match rafter, truss chord, or Roof Live Load ----------------------------------------------80 psf lookout material. lyoist to flirder, slt or wali plate (down thru bottom chord) 2 - 10d �� Floor Live Load ----------------------------------------------40 psf 4. Wind Bracing: SoIQ plate to �oist or blockinp (face nail) �sd @ �s• BasiC Wind Speed ------------------------------------------80 mph (Exp. B) A. Walls over 6 feet long which are sheathed with gypsum wallboard on Seismic Zone both faces have been designed to resist wind forces in accordance with Top plate to studlend nail) 2 - 16d (970)���.��1i UBC Edition -----------------------------------°----°---1991 Table 47-I of the UBC. B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and Stud to sole plate 4 - 8d (toenail} or 2 - 16d (end nad) ����.�� � FOUNDATION DESIGN: bottom plates with #{8 x 1-1/$" drywall screws at 7" maximum spacing. C. Exterior plywood or OSB wall sheathing is required unless specifically Double studs (face na�l) 16d @ 24• a. Design of individual and continuous footings is based on an assumed maximum deleted by engineer. Doubled top plates (face na�l) 16d @ 16� 9�0`��5: allowable bearing pressure of 2000 psf (dead load plus full live load). b. Footings shall be placed on the natural undisturbed soil, or compacted BACKFILLING: Top plates, laps �nd mtersections (face nail) 2 - �sd StruCtural fill, below frost depth. Contmuous header, two pieces 16d @ 16" c. Soil conditions and types shall be verified by a representative of the soils a. Verify type of fill with soils engineer and structural engineer prior to backfilling. alonp each edge engineer during excavation. Report any discrepancies from original findings to structural engineer for re-evaluation of foundation design. G�NERAL REQUIREMENTS; Contmuous header to king stud (toena�l) 4 - sd + Ceil�np/iloor �oist;, laps over partitions (face nail) 3 - 16d REtNFORCED CONCRETE; a. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported Cedinp/floor �oists to parallel rafters (face nad) 3 :�sd ' �� and braced. The contractor, in the proper sequence, shall provide shoring and a. Concrete�design is based on the Building Code Requirements for Reinforced bracin as ma be re uired durin construction to achieve the final com leted Sol�d-sawn rafterto plate 3 - 8d toenails Concrete iACI 318-95). g v 4 g p or Simpson H5 b. Structural concrete shall have a minimum 28-day compressive strength of 3000 structure. Contact structural engineer for consultation (not in contract) as pSl. required. 1-�oist raftor to pl�te (down thru bottom chord) 2 - 12d c. �oncrete shall be proportioned using Type I or II cement. Admixtures b. Existing structures: If construction adjoins an existing structure, contractor Bwlt-up corner s4uds 16d @ 24• containing chloride salts shall not be used. shall be responsible for verifying dimensions, elevations, framing, foundations d. Cold weather concreting procedures shall be provided as recommended in the and anything else that may affect the work shown on the drawings. Bwlt-up beams (e�ch member to ad�acent) 16d @ 12- ACI Manual of Concrete Practice, Underpinning, shoring and bracing of existing structures shall be the alonp each edge ' / e. Anchor bolts for beam and column bearin lates shall be laced with setting responsibility of the contractor. � g p p Plywood or OSB iooflwall/floor sheath�ng 8d @ 6" along edpes ��I���(�y;$; ��'r�; � templates. c. Dimensions: Check all dimensions against architectural drawings prior to sd @ i2" intermediate supports � -�— �- f. Expansion bolts shall be located at a minimum of 6 bolt diameters from construction. Do not scale drawings. _ concrete edge and spaced at 10 bolt diametars unless noted otherwise. d. Construction practices: General contractor is responsible for means, methods, NOTES: � g. All exposed edges and corners shall be chamfered 3/4". techniques, sequences and procedures for constructi�n of this project. Notify �. The nailsin this schedule are common wire or box nails. if cooier, sinker, or other types of na�ls Q h. Concrete coverage for reinforcing steel (ACI 318-951: structural engineer of omissions or conflicts between the working drawings and are used,contact enpmeer for required spacinp and sizes. — Concrete cast against and permanently exposed to earth 3" , existingconditions. Coordinaterequirementsformechanical/electrical/plumbing 2. If staplesare used, contact enpineer for reqwred spacing and sizes. _ _ 3. This schetiule indicates minimum requirements for nailinp Where special conditions ex�st, use Concrete exposed to earth or weather: penetrations through structural elements with structural engineer. Jobsite the speci`ied nadinp indicated on tho plans and deta�ls �_ �_� #� bar and smaller 1-1/2" safety is the sole :esponsibility of the contractor. All methods used for #6 thro�gh #18 bar 2" construction shall be in accordance with the latest edition of the UBC. � Concrete not exposed to weather or in contact with ground: e. Observation visits to the jobsite by the engineer shall not be construed as Slabs, walls, joists (#11 bar and smaller) 3/4" inspection or approval of construction. Beams, columns 1-1/2" f. Though every effort is made to provide a complete and clear set of construction Q i � documents, discrep�ncies or omissions may occur. Release of these drawings REINFORCING STEEL: anticipates cooperation and continued communication between contractor, architect and en�ineer to provide the best possible structure. C09�6S13L`�'�9�`P: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance wfth the j�1Cl Manual of Concrete Practice. b. Except where otherwise noted on the drawings, reinforcing bars shall conform Q��IB C��SULY�J�TS� 86�C. ' to ASTM Specification A615-79 and sha�l be minimum grade 60 except ties, P.O. �OX 4572 _ - field bent bars where permitted by note on plan, or bars to be welded, which ��e�� ��L��� ��� � � ��� a shall be grade 40. ���� c. At splices in concrete, lap bars 36 diameters. Do not weld or use mechanical � splicing devices unless specifically approved by engineer. � � d. Extend reinforcing steel a minimum of 24" through cold joints. Unless specifically located on plan or details, coordinate cold joint locations with engineer. — �� ��gy C�1��lDLTANT ST �r : STRUCTURAL WOOD FRAMING: — �BfN9P�:��@ ���� a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch #2 and better, and all solid timber beams and posts 3" — ��• ¢ �o��. �a�� � nominal and wider shall be Douglas Fir-Larch #2. - - b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. � � c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or ' � I 2� '�� �����°�'��� 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails @ 6" �° along each stud. ------- � ( d. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. I �����' Plates placed directly on concrete walls or slabs shall be pressure-treated Hem I ( �p���� pQ�� Fir #2. � e. Within floor joist spaces beneath solid or built-up columns noted on plans, �' blocking of area equivalent to column above shall be provided. Door or window 4�(��I 4� U�p� �.�e��6�'8�4� trimmers consisting of a single stud do not require special blocking in the joist space. � � .➢O��@�C6d�� V�� � f. Except as noted otherwise, minimum nailing shall be provided as specified in I ( ����, C������ the "Nailing Schedule" on the drawings (UBC Table 25-Q1. ` �� g. Framing notes: _ - 1. Exterior Walls: ����� ��� �����' � Lo S9-��I�I V'I�'11�: A. All exterior walls are 2x6 studs @ 16" o.c. to a maximum height of 12'- � 6", 2x6 studs @ 12" o.c. to a maximum height of 14'-6" and (2)-2x6 � ._ _ - - .._. _s studs @ 16" to a maximum height of 17'-4" unless otherwise noted. �O� pn��n����p . Cap with a double top plate installed to provide overlapping at corners � IJUV �n1 ��! and at intersections with other partitions. If overlap is not possible, c� ��• ��� D�� � � n � - strap top plates with metal strap tie (Simpson ST292 or equivalent). � — G=�1 L� • B. Floor or roof framing members must be aligned to bear within 5 inches �r�o �/n� of the studs beneath. ����M � u W�����w� C. Provide 1/2" thick APA rated sheathing (plywood or OSB) rated 24/16, � � n exposure 1, at exterior face of exterior walls. Block all horizontal joints. u V ���� D. Provide (31-2x6 headers over all door and window openings unless otherwise indicated. �Oo M[�DQ 1���[�1 DD C U�Q�L� 2. Floor Construc'::on: A. Provide 3/4" thick APA rated Sturdifloor rated at 20" o.c., tongue and �e�nn�� 9=oon �A�°�: A�G6JS'�"�� 1��� groove, exposure 1 . Glue and nail panels to all supports. Install m sheathing with long dimension perpendicular to joists and end joints �C��' �/4�° 1�°0` staggered. ���: S�R• ��4• 6. Provide solid blocking between floor joists at all bearing locations. Blocking material shall match the floor joist material. ��'�� ��' C' ����� 3. Roof Construction: SB���'�6��II���i: A. Provide 5/8" thick APA plywood sheathing rated 32/16, exposure 1. Install sheathing with lonc� dimension perpendicular to rafters or trusses and end joints stag�ered. � - � . , 1 P AR TI AL TOP OGR AP H I C M AP T� WN OF V AI L COU N TY OF EAGLE STATE OF COLOR AD 0 ' � � ,Qv � D�� ��^ /,�v�, - vP GJ / GPv � � o� / �o�' FIRST SUPPLEMENTAL PLAT ,� COMMON LOT ,�`° � � FIRST SUPPLEMENTAL PLAT � COMMON LOT � W p' � Q I � 33', �'_ 6,4a�12"E �' I / � N� 2g,2� N , I ASPHALT / / �'6� o '12��E �3 �� / DRIVE \ �S . N�g°4a ' �y�, / 1 OVERHANG �,,� / � � RS� 1 1 � ,, , � 1 OVERHANGING � � 1 ��� ��,y �� ` WOOD DECK � i � / � o�°` Z � ! ,P /� J g� j N �� i � � � �OMMON � W �� �1 � ' �2 g5 �� PARCEL �py LOT A �� \ `��' a/ � N 2256.58 SQ FT � 1 S76°48'12"W I �,"'� W 1 7.10' \ � �� 0 5' ! 2 � /� � 11 �. \ `�� r'�" r'^, � � � �,�/ � .,_,,r � �, I ��,� �,,� , � � c° 1 � �Os � \ � • � � �� , � � � \ � \ OVERHANG 11 I � � � � �"., � 26.2`-� sr� � � �.! � �s`�� , � �� � , 11 � \ \o. 8�`S� � �o ��o `� � 4•a � OVERHANGING � 9 cA °� ' 1 WOOD DECK � , 9 0 � 1 � ,y�u�9"�,� � �oo I � 0 4'� , S�, �. � ��d� > >8• 1 � — / , �d� 6� AS•, � � ' �' ��li�����'� � R �' „w 2g'1 SEWER MANHOLE � � 0 4' qs ,���}�,,�0 3' S�6.�a,12 ELEV ON RIM 99 0 � � � ��li�,�\� °' / �— � / \ �oo COMMON SCALE: 1"=10' � � PARCEL O� /� �� j 0 5 10 15 20 30 , ���� \ �o, op`\����i���% / ACCESS �1 \ OR = _ / � ` g l 1� —c \� � 99 �� bi���"Q 4� 32�\�'y / � �� � \\\ i/p 4' / �6,�,\\ �yy �, � 0 3' - = � /'�`� .a n � o ?� ���� H DRA / \ �o� / � ;\� y�. Indicates pine tree and trunk diameter t�.r� .a��y i� x p � / �''� � ��I�i����0 4' � � �% � � N h��,��� \ � BASIS OF ELEVATION � / Indicates Aspen tree and trunk diameter 'o � 4� � ELEV = 100 00 ON o NAIL IN ASPHALT o \ / FILING N0. 2 0 5' \ �� COMMON PARCEL \ LIGHT � STREET ADDRESS: ' \ POST / �\ / ��� 4515—A Bighorn Road \ Vail, CO 81657 � eoxE�s / � � � \ � BEARING BASE: � / ASPHALT N 34'15'00'� W between found #5 rebar at the NE corner _ �, � DRIVE / ��s��8, and found aluminum cap LS 12566 at the PT of Spruce Park Estates. � / \� .� �� f,� � �c«� �(,� ELEVATION BASE: � 3 �Q / \ Elevations are based on an assumed elevation of 100 00' �,°�� �/� / ��8 on top of 10" nail at a random point along the edge of �JO ,3R, asphalt drive. '���3 ���� -9� � \ �s.. 03 - c� i3`{ o«�t ('� I � � p�l�RE�� PARTIAL TOPOGRAPHIC MAP O'� ��'�� ��G1STfRFo��� LOT A �� I ¢���°� SPRUCE PARK ESTATES � '� ��3� TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO . ���1� ' � � ��q�,�° su��+��10 �,0� POI BQX 1R5EYING APRIL 30, 2003 FOR: DANA JOHNSON � ��F COL�� GYPSUM CO 81637 JOB N0. 03-074 PHONE: 970-524-9623 FAX. 970-524-9802 SPE—LA—T.DWG .�,-'� _