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HomeMy WebLinkAboutVail Village Filing 7 Block 6 Lot 5.pdf .. - • 1• . ' , . . , . . . � . �dr. _ . � ' r � _ . . " . _ . � _ � . . . . _ .. . � NOTES: � w NEW DRNEWAY TO BE GONGRETE PAVER UNITS W/ SNOWMELT. PROVIDE �j c� r� � ALTERNATE PRfGE FOR ASPHALT W/ SNOWMELT. v M � � LOT 4 �„ a� � �, LAYOUT OF ADDITIONS TO BE DONE BY LIGENSED SURVEYOR. VERIFY THAT ALL �'�' � �q � ADDITIONS ARE WITHIN TOV. f2EQUIRED SETBAGKS. GENER�1_ GOIVTRAGTOR SHALL � ^ � � GONTAGT ARGHITEGT OF ANY ENGROACHMENTS PRIOR TO PROGEEDING W/ FURTHER � � WORK. A � � � � �- � � PROVIDE fLG FOR RE�/IEW BY ARGHITEGT AND TO�/ AT GOMPLETION OF GONG � � � I FOUNDATION . / � � �„ Q p 98.1 I T,�E GARE TO PROTEGT ADJAGENT PROPERTIES FROM TRESPA55, BLOWING TR�SH > �'^ "" ot+ - ,° � ( / AND EROSION. J� � � ' � J� N�S� VERIFY, LOGATE AND PROTEGT ,�LL UTILfTIES. �/ERIFY METER SIZES W/ ANY NEW � `y A � 0 W , 3 I_32°21174 � , \ � �\\\�III IU//���ji \4� �` � / �4 w _ 9S•O p LOADING. "�."'� �' �ca rn � � / . � � � SNOWMELT SYSTEM TO BE DESIGN-BUILD W/ WEIZSBO HYDRONIG TUBING. BOIL ER ,� � R_135.00 f � �. ,�' � , � T O BE LOGATED IN NEW STOR�E RM W/ VENTING TO SIDE WALL. � � , ,, '` : - �} � � =ou�uc '�o. a �EF.o,¢ �=�0 .23 = � � ; ; . � � p � ���� � � " " � `� ` �`� �\ /�1 ` REMOVE PINE TREES LOGATED IN ROOF OPENING ON SOUTH SIDE OF HOUSE. � � , � / \ , r \\\\ � \ }" —� � �; REPAIR EXISTING SOUTH DEGK ,�S NEEDED FOR WORK OF NEW K;TGHEN GONGRETE PfaY�1 � �v � � ;,� ��SE_8 � _ _ � � _ _ ADDITION. v � ��r � �\ CR18811�GEi.G_ - +�, ;�� � �C \ �Q\�III1I!/////,,' /��fl�/(nll\\\���\� a7 I ` " ` ' r \O ��`'w.. ' ;. ; �� � � a.0 . � � � -.. 'C .7 '�icA�. r#.iti �+�'. Yt�:, Y� � '7"r � _ . - - — _ _ _ _ - - � p'1•cj.'...i ` � � / �� �' �� C°` _ �- � i � 4 a+�. SEPARATE NE FOR �� \�Ill 1(/i/ /� " ; � � �.� � : �G.2 ° � ,o.; � 3 r / SNOWME BEYOND //�j� °.:`-,< '`:� 'S.5 - //��ll�fl'illl\���� b� _ - - " � � �. � - - � PROP. 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NOTES: NEW DRNEWAY TO BE CANGR�TE PAVER UNITS W/ SNpWMELT. p2puIDE � o> o ir� ; ALTERNATE PRIGE FOR ASPHAL,T W/ SNOWMELT. t°� � � ' LOT 4 '+"" � � � LAYDUT OF ADDITIONS TO BE DONE BY LIGENSED SURVEYOR, VERIFY THAT � ' � � � ADDITIONS ARE WITH W TOV. REQUIREG SETBAGE:S, GENERAL. GONTR�,G70R SHALL. GONTACT AI2GHITEGT OF ANY ENGROAGr-IMENTS PRIOR TO PROGEEDING W/ �URTNER n \ tj O � � WORK. t�� � O � � aU ~ ' PROVIpE ILG. FOR RE�lIEW BY ,4RGHITEGT AND TOV AT GOMDLETI�N OF GONG � � � � FOUNDATION. �— v � � ' �'1 r ' TAKE GARE TO PROTEG7 ApJA�ENT PROPERT1ES FROM TRESPP55, BLOWINC TRAS� r 1 � o S 96.1 � I AND ER051DN. V � � � N V E R I F Y, L O G A T E A N D P R O T E G T A I..L. U T I L I T I E S. V E R I F Y M E f E R S I Z E S W/ A N Y I�l E W � px d �� �S '�3�,q LOADIN6. "'f'� � ,G � ������u p�i��/i�� / W _ �s•oo - - �,32°�1174- � � TEM TO 6E DESIGN$UILD W/ WER�BQ HYDRONIG TU61NG. BOILER � Rc135.00 U �� � � / TO BE LOGATED IN N�W STORAf'E RM W/ VENTING TO 51DE WALL. 1 L=��CJ .� � �����iEl"�i� += 1. �� ( '�i".:'V✓ '�,C S ��i V + �.�i�;;;r;;��{,;+ ;:E��`�( ; s` � ; ,�, :. .; ;.;� : ; ;; � ��� REMOVE PINE TREES LOGATED IN ROOF OPENING ON SDUTH S�DE OF HOUSE. L. !. t t�4 � i�t •�!I l i� : • � , � t f � � \� REPAIR DC15TING SOUTH DEGK AS NE�DED FOR WORK OF NEW KITGHEN , .: �I �� i GONGRETE PAfv E . � . s ` ADDITION. i SipE �� _ x %: i t. i,n:�" , ;�; ; � �rzn� wi K ��' �� u..� I �'-a � ' '\ � , :, �a�es�h� �o� � ��r�n i�r,����� a.o � a"��`� � � � ; r � �,�� � L 6 ' � � '' ;,,� - SEPARATE E FOR �1t1► �jy +'�0.2 � /i ' '� 7 a.3 ' I � � SNOWM BEYOND ` �,. ���5 Npn!Il\�����\ , � � Q N ,(� � �zop. u � � � � ' � VV1 �� E�.i � C Y�L t-�� ►M. � I o � c,.c�n� in Kt� d,�1�Q�� �iQOJ�d� �}ZL c � - �/.� � + ; � ' ' � ;! ff E �; I � 1 .� /� �� \/ /� /' �\ I.r•� ' 4 '� . 3;93 .�i . UI rjTA!125 /. � W'.O ..VM FCK�� " � � � �---� 3 � i�f� p I� O A1� � � � � .i. :�i 1(t: :� f 0 . .� �� `` " - ' .��e ' , E (l i. !{3i�i i ��Z�°' � � ! ! 3���yj•�� � U� � , � j � Q� ii�l?°Ei I E , s , , � 1 , � :.1 i�,�<u3 I � � /�� 3 ' • � [i �� Ni;iN 1:����;a:l�ic;t. . . �. :.. O � �. �. �i It �� I �} l��., i .Ifi i��l'?I�'i:��' i W N E O� R � . „ �� �r�:, ;� :.1.:�:. d� .�� 'i; tlm' O O �li ny t `,i1e ��i. 24�� i 11��,�, 3� � , �� ; � Ii � �,�:'�il �:: 3 � ��, a • ; . . �� 7� • � . �8 _ 3.2 , I \ UNE ''.F • ;�,�'4; ";`.s 'il'j� . �,F . '�-t : �.;t. : , .; 7 � I i� � � = � S�+�C7 °�alu �li� _ -- � �� / � s�o� w //q� . sa� � �� ��� ` o.a� �, H r � _ = o " � ' � � � � O ti , N �I�,����� �, ,�.o U U � � _ _ ' � Z x � 2�tp FLOJR pEGK 5 ,j °�� - - � :� .O --_"�- r T 1 � � � _ � �.i. ; ,,� � � '�` i � � �� �� � I i23 i, � ���i � p n.2 i, E _,__ ..__ - / � ��� / \ / �OT 7 / o °�'� o / � \ \ �-�- ; �, '�� s � ��� � ��, R�� � ; �ry/-; � j ' � • � � G '�� �� ��', ��`� " ? - - ' - � �,_ :� _ �;;,� ��� �`s� �" ���'� . ; � �`. � i:� \�Y�� ��b'�:'�i,``�':;�,.r�s �� LOT 5 I� � NOTE� / `� 0 � � �' 1. BENGri "'�i: GOR F'OIN� cLEVATIC�iS � 0.1',5�� .nraES ' UT d f5 THRESHGLD GF 6A�GE St�.B 03a H�ESTP�KE GRGLE Q' � EQUAL. TC 10C'-O . \ � � � ��rUl�d?11� .T( LOT ro \� I ,.m � �ut 'Ia SE"r'&'�?GC \ \ � a � � � / LEGAL DESGRIpTION � .� I�'J7 5, BLOGK �, VAIL VI:.LA�E, 5E�/ENTH F1L�NG � '� � � / \ l � � F°�"° �'" ff G"" � ITE PLAN ' � _ L.S. 2350� ,,. _ ,O. / '•� '� 20 .� � � 'C QO � /` _ _ VAI� VA�LE�' DR�VE (50') �_ . : . - - . F� . . ,; , . ; . . . . , _ - - � ,, ,. . 4, - . ;-,,; . ' - : ; . . ; _ .. _ ; _ . . ,, , - , . . . WALL L..EGEND � g � � � EX15?�NG WALL TO RE"'�tN � � -� � m � 31'-ro" b r - - -� EXI�"i'INC� WALL TG Bc �E1�SOW�C � � � � NEW WA�L it.'-O" 5'-2' W � O � L' � C � � � ° a ♦� � � 2EMGVE GRIBBING � � 1ff � - - 1_ - - - - - - - - - � xd � - - — _ � "h'� °el � � STOhE C•Afl YG 3TONE (T — — — — — — — — -- — — — — � T� _ EXISTING � �/�• AND GMI; PLAIv ,e2 30X � � LT� � SPF�.''..E ( ' � I I � � TO I�EM�JN ��� �'� � � \ I I _ — - - - - - - - - � I V _ � J � � � ^ �� �� �� / � r � ' � I �� \ warv�e ve�vrEa �� � I � `` `}I (�' Gj _ _\_ . . � • �: u:t::�s.t. . 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DEGK 1/ 6:� X 3/6` STL. �LAT'c ^ f r' wA���4� ��f„ �.. hA� '��" T� . . ' � F!"V�V V^� 1 . 2Xi2 �GuGH GEC,-� = � ' ELEVATION VIEW � - A�.c 4 w� -� � �� _ - _ _ �.��, OF CO(.p�. 2XB C3VE� �2 ROU'�'vH GEDsaR , - - : _ _ _- _ � - ,�. , � �,j r ^ti,�J �i'E, , , � . . , „ 3/8' STL �L.. OARD ANp BAi'T'EN I � `, I P � = r� , IRAILiO.G. BRONZE BAiL 5�'ER 51DING 5/8" • .R G�'PSUM �� � ._ .. - _ ,- ._ � • - ` s � ' �` , `''° � C� :` • ; ��F , .� .�.-, � t. ` `� .^ r .` C� SG. r= NiSH TEJC1'. AND `t' �'+..n .y 'i•:; . , I � P.�N , . • �:� ` C� 1Wo TaG GEDAR SQ-: .••A��' , ��` ^ 3. (�r�OGYTH 5!DE ;JU`; -�' _ PL.AN VIEW SEGTION � sToNe veNEeR orv revisions : coNC. F�un,fl,AT�orv w�.�� e.2a.o� '�13.0: A ,�.� .00 o� S� UTH DEGK RAILING � �� � project: 0004 „�� = , -e date : ��4.c� sheet no. B A — � _,. ,. �, . ; . _ . . .. . ,. . . . . _ .. : . . ._ , _ . . : :. - - - - . . _7_ >,� - w _ , : . . � . . . , .. , , . . . , . ., . . .,.� .. . .. . � _ � ., . � .. - - - F, - - - . .., . � . - _ , ,., , , . .. , . . ; .. : , . , .� , . : , , ,. , _ . .. ,. . .. , . . . .. . . . , � - , _ . . _ .. , . . • , . . . . . ; : , .. , , , � . . , , � , , . , - _ :. - - : � - - , _ __ _ �:�� w. . .. _ NAILING SCHEDULE �FNFRAL NOTES KELTON RESIDENCE ADDITION JOB #0104- 25 m. Laminated veneer lumber (LVL) sholl have the following properties: BACKFILLING: � . Flexurol stress- - - - - - - - - - - - - - 2600 psi 3- 8d 2. Modulus of elasticity- - - - - - - - -- - � .900,000 psi a. Do not backfill against retaining walls until supporting elements are in 2x floor joist to girder, sill or wall plate (toenail ) DESIGN CRITERIA: 3. Tension arallel to rain - - - - - - - - - - 1850 psi ploce and securely anchored, or adequate shoring is installed. P g Concurrent backfillin of each side of a retaining wall to final grades I— joist to girder, sill or wall plate ( down thru bottom chord) 2- 10d Roof Live Load ( Snow) - - - - - - - - - - - - - - - - - - - - - - - - - 80 psf 4. Compression parallel to grain - - - - - - 2310 psi 9 � '��`"��0��' 5. Compression perpendicular to grain as indicated on plan or section is required unless temporary shoring �s Sole plate to joist or blocking ( face nail ) 16d C�9 16" ,� �, • �� �� Roof Dead Load - - - -- - - - - - - - - --- - - - - - - - - - - - - - � 5 psf 750 si installed. _ � ' ` Floor Live Load - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - 40 psf (parallel to glue line) - - - - - - - - - - - - - P � W , c' � 6 . Horizontal shear- - - - - - - - - - - - - -- 285 psi b. Verify type of fill with soils engineer and structural engineer prior to Top plate to stud (end nail ) Z— � sd � �� '� Floor Dead Load - - - - -- - - - - - � - - ---- - - �- - - - --- - - � 5 psf backfilling. ° ''� N - - - - - - - - - - - 100 psf 7. Connection of multiple— member beams � •� � , Deck Live Load - - - -- - - - -- - - - - - - - � — A. Top—loaded beams Stud to sole plate 4— Sd ( toenoil ) or �° bdp'�?' . , Deck Dead Load - - - --- - - - -- - - - -- - - - - � - - - - - - - - - 10 psf , - - - - - - - 80 mph (Exp. B) i) For members 12" deep or less, nail each member GROUT: 2- 16d (endnail) � ��J � � pC�� Basic Wind Speed - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � to the next with 2 rows of 16d nails at 12'� o. c. Seismic Zone -- - - - -- - - - - - - - - - ' - - ' _ _ __ _ _ _ _ _ _ 1997 ii) For members greater than 12" deep , nail each a. All grout beneath column base plates and steel beams at beoring shall Double studs (face nail ) 16d � 24" UBC Edition - - - -- - - - -- - - - --- - - - - - member to the next with 3 rows of 16d nails at be non — shrink, non — metallic type grout. Grout shall have a minimum 12' o. c. compressive strength of 2500 psi. Doubled top plates ( face nail ) 16d � 16" FOUNDATION DESIGN : g, Side— loaded beams i) For two or three member beams, nail each member LOOSE LINTELS: Top plates, laps and intersections (foce nail ) 2— � a. Design of individual and continuous footings is based on an assumed to the next with 3 rows of 16d nails at 12" o. c. C maximum allowable bearing pressure of 1500 psf (dead load plus full ii) For four member beams, bolt through with 2 rows a. Unless noted otherwise, provide loose lintels as follows, one angle for Continuous header, two pieces t6d � 16" �' live load ) . of 1 /2" diameter bolts at 12° o. c. each 4" of wall thickness, to bear 6" minimum eoch end: along each edge � b. Foundation and retaining walls have be designed using a� assumed iii) For beams consisting of more than four members, � � � lateral pressure of 60 pcf. contact structural engineer. Openings to 4' - 0 - - - - - -__ — 3 1 /2" x 3 1 /2" x 1 /4" Continuous header to king stud (toenoil ) 4- 8d U c. Footings shall be placed on the naturol undisturbed soil, or Openings 4' -1 " to 6'- 0" — _ _— 4" x 3 1 /2" x 1 /4" Z � � � n . Framing Notes: 3- 16d � � a' compacted structural fill , below frost depth . � , Exterior walls: Openings 6' - 1 " to 8' - 0" — _ — 5" x 3 1 /2" x 1 /4" Ceiling /floor joists, laps over partitions (face nail ) p d. Provide continuous foundation droins around the perimeter of all q, All exterior walls are 2x6 studs � 16" o. c. to a maximum Openings 8' - 1 " to 10' - 0" — — 6" x 3 1 /2" x 5/i6' � �� basement wolls and at the base of retaining walls. Contoct Ceilin floor oists to arallel rafters face nail ) 3- 16d Z rn �°n � height of 12'- 6", 2x6 studs � 12" o. c. to a maximum Orient lintel angles back— to—back with long legs vertical . 9 � 1 P � � v geotechnical engineer for details height of 14'-6", and ( 2)- 2x6 studs � 16" to a maximum Solid — sawn rafter to plate 3- 8d toenails � �� e. Provide crawl space ventilation per UBC requirements. height of 17'- 4" unless otherwise noted. Walls taller GENERAL REQUIREMENTS• or Simpson HS f. A representative of the geotechnical engineer shall verify soils than 17' - 4" shall be framed with manufoctured parallam J � conditions and types during excavation . Because geotechnical studs, contact engineer for spacing requirements. Cap a. Structural erection and bracing: The structural drawings illustrate the I— joist rofter to plate ( down thru bottom chord) 2 — � 2d Ul 'p� N � information was not available ot the time of preparation of the with a double top plate installed to provide overlopping at completed structure with all elements in their final positions, properly construction documents, we have used assumed values based on corners and at intersections with other partitions. If supported and braced . The Contractor, in the proper sequence, shall Built— up corner studs t6d � 24" O � � � similar sites in the area. Construction of the foundotion may not overlap is not possible, strap top plates with metal strap provide shoring and bracing as may be required during construction to proceed without verifying these values. Report any discrepancies ties (Simpson ST292 or equivalent). achieve the final completed structure. Contact the structural engineer Built— up beams (each member to adjacent) t6d � 12" o m o from design assumptions to structural engineer for re— evaluation g, Gable— end walls shall be balloon — framed to the bottom of for consultotion (not in contract) as required. along each edge � af foundation design. rafters or end— wall trusses unless approved by engineer. b. Existing structures: If construction adjoins an existing structure, � J g. 8ackfill around and above structural buttresses and retaining walls Sd � 6" alon ed es � � o `� shall be compoction — tested per the recommendations of the C. Floor or roof framing members must be aligned to bear contractor shall be responsible for verifying dimensions, elevations, plywood or OSB roof/wall/floor sheathing 9 9 3 a > within 5 inches of the studs beneath . framing, foundotion and anything else that may effect the work shown 8d � 12" intermediate supports � � geotechnical engineer. p. Provide 7/i6 " thick APA rated sheathing (plywood or on the drawings. Underpinning, shoring ond bracing of existing � N REINFORCED CONCRETE: OSB) rated 24/16, exposure 1 , ot exterior face of exterior structures shall be the responsibility of the contractor. walls. Block all horizontal joints. c. Dimensions: Check all dimensions against architectural drawings prior NOTES: a. Concrete design is based on the "Building Code Requirements for E. Provide (3)- 2x10 headers over all door and window to construction . Do not scale drawings. 1 . The nails in this schedule are common wire or box nails. If cooler, sinker, or other types of nails Reinforced Concrete" ( ACI 318- 95). openings, with one 2x6 trimmer and one 2x6 king stud d. Construction practices: General Contractor is responsible for means, are used, contact engineer for required spacing and sizes. b. Structural concrete shall have a minimum 28— day compressive each end, unless noted otherwise. methods, techniques, sequences and procedures for construction of 2. If staples are used , contact engineer for required spacing and sizes. xis use strength of 3000 psi. F. At beam beoring locations in stud walls, provide multiple— this project. Notify structural engineer of omissions or conflicts 3. This schedule indicates minimum requirements for nailing. Where special conditions e , � c. Concrete shall be proportioned using Type I— II sulfate— resistant cement. stud posts equal to width of bearing member unless between the working drowings and existing conditions. Coordinate the specified nailing indicated on the plans and details. Admixtures containing chloride salts shall not be used. noted otherwise. requirements for mechanical /electrical/plumbing penetrations through d. Cold weather concreting procedures sholl be provided os recommended 2. Interior load bearing walls: structural elements with structural engineer. Jobsite safety is the sole � in the ACI Manual of Concrete Practice. A. Interior lood bearing walls are 2x4 or 2x6 studs (as responsibility of the contractor. All methods used for construc ion e. Anchor bolts for beom and column bearing plates shall be placed with indicated on plan ) (� i6" o.c. with 1 /2" gypsum shall be in accordance with the latest edition of the UBC. � setting templates. wallboard both sides unless noted otherwise. Cap with o e. It is the responsibility of the contractor to contact the structural CONNECTION SCHEDULE f. Expansion bolts shall be located at a minimum of 6 bolt diometers double top plate installed to provide overlapping at engineer at the appropriate time to perform site observation visits. � from concrete edge ond spaced at 10 bolt diameters unless noted corners and at intersections with other partitions. If Observation visits to the jobsite by the engineer ore for determination � SIMPSON H5 otherwise. overlap is not possible, strap top plates with metal strap of general conformance with the construction documents and shall not O SIMPSON LSSU210 � ties (Simpson ST292 or equivalent). be construed as inspection. g. Anchor bolts for wood sill plates shall be placed at 4' - 0" maximum � spacing with one anchor bolt at 12" from each end or corner and B. Floor or roof framing members must be aligned to bear f. Though every effort is made to provide a complete and clear set of a minimum of two anchor bolts per piece. within 5 inches of the studs beneath . construction documents, discrepancies or omissions moy occur. Q NOT USED r', h . All exposed edges and corners sholl be chamfered 3/4". C. Provide ( 2) - 2x10 headers over all openings in woll , with Release of these drawings anticipates cooperation and continued 4" 0 THRU— BOLTS � w i . Concrete floor slabs on grade ond on metal decking supported by steel one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud communication between the contractor, architect and engineer to Q � 2) � 3� � each end, unless noted otherwise. provide the best possible structure. These drowings have been Q KNIFE R — 1 /4x5 1 /2x1 '- 0 W/ framing shall have sawn or tooled control joints at a maximum spacing p. At beam beoring locations in stud walls, provide mulitple— prepared for the use of a qualified contractor experienced in the � � of 15'-0'� in each direction . Locate control joints along column grid 4 3 4" 0 THRU— BOLTS, lines where possible and provide slab isolation joints around columns. stud posts equal to width of bearing member unless construction techniques and systems depicted. � � — � noted otherwise. SEE SECT. 1 �54 � j. Concrete coverage for reinforcing steel ( ACI 318- 95) : 3, Floor Construction : 1 . Concrete cast against and permanently exposed to earth 3" q. provide 3/4" thick APA rated Sturdifloor rated 24" QF NOT USED ~ 2. Concrete exposed to earth or weather : � � � A. #5 bar and smaller 1 1 /2" o. c. , tongue and groove exposure 1 . Glue and nail Q (5) — lOd TOENAILS �I B. #6 through #18 bar 2" ponels to all supports. Install sheathing with long A B B R E VI A TI O N LI S T r_, �4 3. Concrete not exposed to weather or in contact with ground: dimension perpendicular to joists and end joints Q SIMPSON LU5210 � A. Slabs, walls, joists ( #11 bar and smaller) 3�4" staggered. w � B . Beams, columns 1 1 /2" B. Provide solid blocking between floor joists at all bearing QI SIMPSON LUS28 �y � locations. Blocking material shall match the floor joist q,g, ANCHOR BOLT J5T. JOIST / �1 � REINFORCING STEEL: material . A. F. F. ABOVE FINISHED FLOOR LAM . LAMINATED Qj ( 2)- 3/4" 0 THRU — BOLTS F---� �4 � 4. Roof Construction : A.F. G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL � E,,, a. Detailing, fabrication and placement of reinforcing steel shall be in A. Provide 5/8" thick APA plywood Sheathing rated 40/20, ADJ. ADJUSTABLE LONGI7. LONGITUDINAL � JL 6x4x1 /4x0'- 5 1 /2 W/ Q accordance with the ACI Manual of Concrete Practice. exposure 1 . Install sheathing with long dimension ANCH . ANCHOR LTWT. LIGHTWEIGHT (6) - 3/4" 0 THRU — BOLTS er endicular to rafters or trusses and end joints (2 EA. LEG) � w � b. Except where otherwise noted on the drawings, reinforcing bars shall P P APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER conform to ASTM Specification A615- 79 and shall be grade 60 except staggered . ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL ties, field bent bars where permitted by note on plan , or bars to be B. Plywood sheothing shall be applied continuously over the BD. BOARD MAX. MAXIMUM � SIMPSON ABE46 � welded, which shall be grode 40. primary roof inembers (rafters or trusses) below BLDG. BUILDING MECH. MECHANICAL J' �/'� ^ overframed areas to provide adequate lateral stability. gLKG. BLOCKING MAT�L MATERIAL � 1 0 � c. At splices in concrete, lap bars 36 diameters. Do not weld or use �, Provide wind/seismic anchors at supports for all roof mechanical splicing devices unless specifically approved by engineer. oists and trusses. See nailing schedule. BM. BEAM MANUF. MANUFACTURER d. At corners, make horizontal bars continuous or provide corner bars. 1 MIN. MINIMUM � � � Around openings and steps in concrete, provide ( 2)— #5 bars extending D. Provide solid blocking between roof rafters, trusses and BOT. BOTTOM 2' - 0" beyond edge of openinq or step. lookouts at all bearing locations. Blocking moterial shall B. O. W. BOTTOM OF WALL (N) NEW match rafter, truss chord, or lookout material . BRG. BEARWG NOM. NOMINAL � y e. Extend reinforcing steel a minimum of 24" through cold joints. Unless 5 Wind Bracin CANT. CANTILEVER O. C. ON CENTER specifically located on plan or details, coordinate cold joint locations 9' gyp C. J. CONTROL JOINT OPNG. OPENING with engineer. A. Walls over 4 feet long which are sheathed with sum � f. Welded wire fabric shall conform to ASTM Specification A- 185. Lap wallboard on both faces and are indicated as shear walls CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD welded wire fabric a minimum of one full mesh plus two inches. Laps on plan have been designed to resist wind forces in CEM . CEMENT R P�AT� O shall be wired together. accordance with Table 25— I of the UBC. CLG. CEILING PLYWD . PLYWOOD � r-� g. Metric bar size conversion table: B. At shear walls, screw 1 /2" gypsum wallboard to all studs � CENTERLINE R . O. ROUGH OPENING M RI INCH— POUND and to top and bottom plates with #8 X 1 1 /S" drywall CLR. CLEARANCE RAD. RADIUS � screws at 7" maximum spacing. REF. REFERENCE #� a #3 C. Exterior plywood or OSB wall sheathing is required unless CONC. CONCRETE REINF. REINFORCE/REINFORCEMENT #13 #4 specifically deleted by engineer. #16 #6 CONN . CONNECTION RE�'D REQUIRED STRUCTURAL GLUED LAMINATED TIMBER: CONT. CONTINUOUS RET. RETAINING �22 �7 CONST. CONSTRUCTION REV. REVISION � #ZS #$ a. Materials, manufacturer and quality control shall be in conformance C. P . CRIPPLE POST R. S. ROUGH SAWN #29 #9� with AITC Product Standard PS 66 - 82, "Structural Glued Laminated DBL. DOUBLE SCHED. SCHEDULE rT, �36 �� � Timber". DET. DETAIL SECT. SECTION F��-1 b. Laminated members shall be fabricated using Douglas Fir with the DIAG. DIAGONAL SHT. SHEET � STRUCTURAL WOOD FRAMING: following combination symbols: DWG. DRAWING SIM . SIMILAR 24f—v4 Simple— span beams EA. EACH SPEC. SPECIFICATION a. Except where noted otherwise, all 2" nominal lumber, except studs, 24f—v8 Continuous or contilever beoms E. �. EXPANSION JOINT S0. S4UARE shall be Douc�las Fir— Larch #2 and better, and all solid timber beams 3 Columns ELEV. ELEVATION STD. STANDARD and posts 3' nominal and wider shall be Douglas Fir— Larch #2. c. All members shall be Architectural Appearance Grade, unless indicated ENG. ENGINEER STL. STEEL b. Studs shall be Stud grade and better pouglas Fir— Larch or Hem Fir. otherwise by the architect. EQUIP. EQUIPMENT STRUCT. STRUCTURAL TFA c. Built— up posts shall consist of Douglas Fir-- Larch or Hem Fir #2 or d. Protect members from damage or exposure to moisture prior to and EQUIV. EQUIVALENT T TRIMMER designed by betler 2x4 or 2x6 studs per plan and shall be nailed together with 2 durinq construction . EXSTG. EXISTING T&B TOP & BOTTOM dfOWn by MAB rows of 16d nails � 6" on center along each stud . e. Adhesive shall meet the requirements for wet conditions of service. �E� EXISTING T&G TONGUE & GROOVE d. Built— up beams consisting of multiple 2x members shall be nailed f. Do not camber laminated members unless indicated on the drowings. EXP. EXPANSION 7. O. C. TOP OF CONCRETE checked by together with two rows of 16d noils spaced at 12" on center, or STRUCTURAL STEEL• EXT. EXTERIOR T.O. F. TOP OF FOOTING with two rows 1 /2" diameter thru — bolts spaced 24" on center. F. D . FLOOR DRAIN T. O.L. TOP OF LEDGE ISSUed e. Top and bottom plates shall be Douglas Fir— Larch or Hem Fir #2 and a Structural steel shall be detailed , fabricated and erected in accordance FDTN . FOUNDATION T.O. M . TOP OF MASONRY better. Plates ploced directly on concrete walls or slabs sholl be with the most current editions of AISC Specifications and Code of FLR. FLOOR T. O. TOP OF PRELIM . 11 /09 /O1 pressure— treated Hem Fir #2. Standard Practice. FRMG. FRAMING T.O. W. TOP OF WALL f. Wood beams bearing in beam pockets in concrete or masonry walls b . Structural steel rolled shapes, including plates and angles, sholl be FTG. FOOTING THRU THROUGH PROGRESS 12 /06 /01 shall bear on a treated 2x6 bearing block. Provide 1 /2" clearance ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall GA. GAUGE TRANSV. TRANSVERSE oround end of wood beam . Block against sides of beam pocket with be ASTM A53 grade B or ASTM A501 . GALV. GALVANIZED TS TUBE STEEL COLUMN PERMIT 02 � rJ � 2 treoted 2x blocking to provide lateral support for beam . �, Tube shapes are actual size as specified on plan . Pipes indicated GEN . GENERAL TYP. TYPICAL g. Within floor joists spaces beneath solid or built— up columns noted on on lan are nominal ( approximate inside diameter) and refer to AISC plans, blocking of area equivalent to column above shall be provided. P G. L. GLUE—LAM U. N . O. UNLESS NOTED OTHERWISE Door or window trimmers consisting of a single stud do not require pipe schedule dimensions. GYP. GYPSUM /GYPCRETE VERT. VERTICAL special blocking in the joist space. d . All bolts used in steel framing shall conform to ASTM Specification HDR. HEADER V.I . F. VERIFY IN FIELD A325. Anchor bolts and bolts used in timber connections may be HORIZ. HORIZONTAL W. F. WIDE FLANGE h . Except as noted otherwise, minimum nailing shall be provided as ASTM A307. Bolt sizes shall be 3/4" diameter unless noted specified in the "Nailing Schedule" on the drawings (UBC Table 23— II— B- 1 ). otherwise. HT. HEIGHT W. P. WATERPROOF i. Bolts used for wood framing connections shall be installed with INT. INTERIOR W. W. F. WELDED WIRE FABRIC standard washers and nuts. e. Bolts used in structural steel framing shall be the break— off, torque yyp , WOOD Unless noted otherwise, steel connectors such as those manufactured indicating type, or torque inspection shall be provided as required by INV. INVERTED j� the building inspector. K KING STUD W�� y� THOUT by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush — framed conditions. Use all specified noils. f. Typical framed beam connections shall consist of poirs of 1 /4" angles using the maximum number of bolts called for in Table II — A of the S ee Connector conditions not otherwise noted shall utilize Type U or Type AISC Manual (ASD Ninth Edition). HU hangers of a size specifically designed for the member supported , Ex ansion bolts shall be wedge type "Hilti", "Rawl ", or "Red Head" or as shown in the manufacturer's published tables. Contact structural 9• P engineer for details as required. approved equivalent with the following minimum embedments: k. Wood nailer plates installed on steel beoms or concrete walls for top— 1 /2" diameter — _ _ 2 1 /2 " flange hangers shall be ripped to match the width of the wall or beam 5/8" diameter — _ _ — 3'� � 3 4" diameter — — 4" flange. Nailer plates supporting top flange hangers from one side only � shall be installed flush with the face of wall or beam flange at the h . Adhesive anchors called for on the drawings shall be glass capsule hanger locations. types such as "Molly Parabond" or "Hilti HVA" anchor systems. Minimum embedments, if not specificallY indicated on the drawings, I. Manufactured joists shall be from an approved manufacturer and sholl shall be according to the monufacturer s specifications. be equivolent in load carrying capocity and deflection criteria to i. All welding shall be done by on AWS qualified welder. TJI /PRO 250 series joists in depths and spocings indicated Dela aintin within 3" of field welds until welds ore completed . on plan . Provide blocking, bracing, web stiffeners and other k, WherePcorrosve soil conditions exist, steel angles that are used to � � B # 0104 - 25 accessories as required by manufacturer. support exterior stone veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. � < (N ) 2x6 DECKING OVER RIPPED SLEEPERS OVER WATERPROOF MEMBRANE PER ARCH . ' - �D � � :. OVER SLOPING 5/8" ROOF SHEATHING � � � \'��`Q�s-� � •. I I c� :� � �� '���- 103' - 9" (E) FLOOR SYSTEM (N ) BUILT- UP POST � sy= r CONT. 2x8 RIM JOIST W/ � � (VERIFY 2x10 � 16") ( 3)- 10d NAILS EA. JOIST I I T. O. PLYWD. FROM ABOVE °o:�N � '` I I (VERIFY) � - (SEE PLAN ) � �'d0�' •.....•• . �`' VERIFY _ _ _ _ � • T. O. DECKING ' ` " " " " - - - - - - (3)- #5s x 2'-0 (N) CONC. FOOTING - - �� P� EA. WAY � HQ TYP. HQ TYP. � IQTYP. ��5� „�i�o��%�i��o%i O��yo���o���pp�,o 0 � II � �E� 8�� MASONRY WALL -�i\�i�oi�o �p���o��o��" � LVL BM . PER PLAN � I � I VERIFY BOND BM . SOLID GROUTED � � � — — � �,��� � CANT. JOISTS PER PLAN I 102'- 6 3 4" - - - � = I T. O. W. (N ) CONT. LJ4x4x1 /4 PROVIDE 31 '- 6" m � ^ 2x8 BLOCKING � BRG. � (VERIFY) (N) JOISTS PER PLAN 4" MIN . BRG. AT ENDS ON � � � 1 '- 3" 1 '- 3" -p � N FULLY GROUTED CELL c� U CONT. TRTD. 2x6 – _ - �_ - Z v 1 � W/ 1 /2"0x10" A. B . 's (N ) OPNG. IN MASONRY WALL "� 14' - 0" 5'- 2" 12'- 4" � 48' o. c. (2)– #5's CONT. HORIZ. '. � 6 - 0 MAX. R . O. WIDTH 2�-6� � � � o °' °' (REMOVE EXSTG. BLOCK ) � o x � TOP AND BOT. Z 0� n Q #5's VERT, � 16 " � � SCALE : 3 4" = 1 ' - O° F .� °.' � 5's CONT. HORIZ. � 16" SZ � a� - - - - �� - - - - - ,� - - - - - �� - - � � a � u� ��, N � � ,,,ii�i�%��i�i II � . Z C i j � ,���������� � - - - J� - - - JI . - - - - - - - d � � � � � ��������� ° � - - - - - �� � � � � x a0 � O� �� 4 ' 4" I II .— � � � � 5 L- - �r _ _JL _ _ ; i (N ) CONT. 2x10 RIM j mU � � J z II I o T. O. W. = 99'- 0 1 /2 0 � � a > � #5's DWLS x tO II I T. O. F. = MATCH E - - - � a � 48" N - r-==JL==�r == � — — — — — — — — — - - - - - - - - - - - - - - - - - - -, �I � tn I 6" I II I � M < I II I — — __ - - - _ - - - - — — —. ° a L - - - - - A - - J I . N 2X1 � 6� �S�- #���SRILLED �HOLES N INTO PERIMETER DRAIN I, II PER SOILS ENGINEER MATCH E - - - - - - QQ Q 11 /16 D MATCH E ° ° ` . T. O. SLAB - - - - _ - - - - - - _ _ - (2 ROWS OF 4) � � T. O. F. ° � � �d . rsr � � � � , � (N ) CONT. 2x10 LEDGER W� (4)- � ��i i� ; � i 10D NAILS � 16" � �,. 4„ 8� 4,� �� N � �� 1 '- 4" 10' - 8" � � 2 SCALE : 3 4" = 1 ' - O" 5- 0" 5'- 8" � � S2 N �I I- - - - - - - - - - -, ' I � � � ^ I I � � - - - � i � � \..J � � I I I I I ' � � N _ _ T — — — — — — — — — — — — — r — J � � , . _ — — _ _ _ � � - 1 - - - - - - - - _` — � i � �--__ -- - - - - - - �"i 0 - - - J � — — — � � i � I I � � Q _ � i �- � , , � � - - � w � � ,- - - � _ _ � , , I , , , � � o I I � � 4" CONCRETE SLAB ON 4" CLEAN � � I I �I �il M-z-I O � I �, � I GRAVEL BASE ON UNDISTURBED �� II I I � -�-� � � I I I �Ili � l GRADE OR COMPACTED STRUCTURAL I I I � � , FILL PER SOILS ENGINEER. � � I �L � O - - � � REINFORCE SLAB WITH , �� � I I� I � 6x6- W1 . 4xW1 . 4 WELDED WIRE � i I I I � � r, � I � - - BM �� � i FABRIC THROUGHOUT. PROVIDE 1 " H+-I DEEP SAWN OR TOOLED CONTROL i � PKT. ! ' I JOINTS AT 15'- 0" MAXIMUM I li � I �� /� � � I I MATCH E I SPACING EACH WAY. � I � I I i � �i' 1 O � � I I T.O. SLAB � �I iI i u� a T. O. W. = 102'- 6 3/4 I I - - J � I � I I II i � � � I � � � \ T. O. F. = M A T C H (E) I � I i 5' - 10" N p I I � � M V d M � � r�0 � O 2 I I , T. O R IE Y SLAB I � - - - - - - - - - - - - - - - -J - / � S2 I I J t L - J� ;o � - - - ' �-1 I BM . S2 M I I � I L� _ _ PKT' i_ _� 4" CONCRETE SLAB ON 4° -- - _ - - . . r , ❑ CLEAN GRAVEL BASE ON - - - - I I pROTIEDCTION BIOVE BOTTOM � UNDISTURBED GRADE OR � I I _ � � P�R S01 SDENG NEER. RAL F1LL ' � I I 7}�IS CANN�OT BE A CIEVED � � I ' REINFORCE SLAB WITH � I I AT THE EXISTING FOOTING o � i I I Ir - - - - - - - - - - - - - - - - - - i � I - - - - - 6x6- W1 . 4xW1 .4 WELDED WIRE I ELEVATIONS, CONTACT � _ _ _ _ _ _ _ - � � I � I I 100'- 0 FABRIC THROUGHOUT. 100'- 0 I I ENGINEER. `� � _ - - __ _ _ _ _ I I I � T.O. E SLAB PROVIDE 1 " DEEP SAWN OR � T. O. N SLAB _ _ _ _ - -I TOOLED CONTROL JOINTS AT I I 15' - 0" MAXIMUM SPACING T. O. W. = 100'- 0 � EACH WAY. � I T. O. F. = MATCH (E) #5 DWLS. x 2'- 0 DRIVEN INTO I - - i 11 /16 0x4" DRILLED HOLE � � � � — — — — — _ _ _ — — — — — � — — 0 — — — — — — — — — � _ � I designed by TFA 24" VERT. SPACING, TYP. L - - - - - - UNLESS NOTED OTHERWISE dfaW� by MAB : — — — — — — — checked by 0 i issued #5 DWLS. x 1 ' -0 DRIVEN INTO 11 /16"�x4" DRILLED HOLES � PRELIM . 11 /09 /01 5'- 0° 3�- 7" 16 " VERT. SPACING 10�- 3 3�4" 10� -1 1 /2" PROGRESS 12 /06 /01 a' — �" 2o'— s i /a" PERMIT 02 /15 /02 NORTH FOUNDATION PLAN SCALE : 1 4 " = 1 � - 0 °� PLAN NOTES 1 . ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T. O. W. = TOP OF CONCRETE WALL T. O. F. = TOP OF CONCRETE FOOTING THESE ELEVATIONS RELATE TO 100'- 0 AS A REFERENCE ELEVATION AT THE sheet MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH . CONTACT ENGWEER IF OVEREXCAVATION IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � � � 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONl1NU0US FOOTINGS ARE 8" THICK x 16" WIDE UNLESS NOTED OTHERWISE. 6. DO NOT SCALE DRAWINGS. JOB # 0104 - 25 �� _ - - - _ _ _ - - - - - �� � I � � I I � � I h Q'��'�'E . 3�y/uy..� � I I � o W �3' � ��i � - -LL - - - - - - - - - - - JJ � '> r�i : o - - - - - - - - - - - � r � � I �: pbb��N :�5 I I I I I I i - J0�•...•QR I I I � I I I i � - - - - - - � � � - I I I -- l I I I � I � - - - - � � I _ —■ - - � - - _ � - - - - - - - - - - -I I I I I I I I I � � I I I � I I I I � � I I I I I I I rn I I I I I I � - - - � I I I I � ' � I I I � rn � f I I I I L - - - � I I I � � ,r� I I I I - � � I � � U I I I I r r � LL _ - _ - JJ r - - -� i �-� Z � av � � � - - - - - - - - � - - - � � I III _ � rnrn I I I I I i il � - - - - - - - III Ul ° .�� I I I I I I � I I I Z o, ° a � � h i i i i , I � � a ` °:� � � � � i i il ' � � �' � i i i i � i � i �ii � � i i ii � ii � � i i i i � i iIi , , i i Z �o� ^ � � i ii � ii o � � � � � L - � - - � i � � .J i � � °� �y+� - E = =3 - � ==� � � � � � � — — — — — I i a o0 .�1' i � � � i � � � I i � m �` i i i , '� � - - - � _ 1 � i i � : � , �� , � ��� i � � � � � � f- — — — _— — �a i � � a > CANT. ���2)- 1 3/4x9 1 /4 LVL -_ - - - - - - _ - - � - - - I � �J- - - - 2� =�J / � - - - I . I I ;- L - - - - - I — — — — — — — �- - - - - � - - / I ' I � I Y m \ - - - -� L � J - � � � � • I , � � -� I 'FI - - - - - - - - - - - - � � I ` � � I I ;-'" LJ - - - - - r � � I � \ i � � - - - - - . - - - - - - - =� I . . _ -__-_ _ - . - - - I � - - �� - - i J _ - - _ - _ ` '��- � � I I � - - - - � r - - - - - - - -i � - - - (N) CONT. 2x10 I i � J I �i � ' i � { I I RIM � TYP. . � - - - - - - - - - - - - - - - - - - - - - _ T - - - - -, _�` � J i � � I I I o �_ , r - - T , � � - - - - - - - - - - - - - - - - - - - - - - - - � � I i L�� C � I - � - - - l o, � j (N ) LJ 4x4x1 /4 CONL � � CONT. 2x8 RiM � a � I I I I o � MASO RY WALLN6r0 � � � - - - � - - - - - - 7 �/ / — - - - - - - - - -- _ � � _ _ _ I � � r r� w - - - I I I o . � � 1 - - - - - - L- - - - � - r- — — -i- — � _ _ _ - - -ti I I � MAX. OPNG. �I rH TYP . , L � - - - - - - - -. t - - - - - - - - - - - - - - - -�� - - - - - - - - - - rrt I I ( N) LJ 4x4x1 /4 CONT. � � � d , � � � � � � I � (N ) OPNGS. IN � �H TYP. i- - - - - - - - - - w � - - - - - - - - - - - - - - - �I - - - - - - - - - - - - - - � � i�- -I I MASONRY WALL � � � > � - - - - - - - - - - - - - ] � II \ - !L 4- - - - - - - - - - - _ _ - � - - - - - - - - - - - - - - - -IJ- - - - - - - - - - - - - - - � _ . _ - � I � � - - - - - - - - ii - - - II I I � ao I � (E) PIPE COL. I � \ ° _ _ _ _ _ _ _ _ _ CONTACT ENGINEER _ _ _ _ J _! � � 1 I I � I I r, � � , � FOR CONNECTION j T - - - - - - - - - - - - - - 7 - - � I 'L � I I I I � � �'`� � � � I � - - - - - - - - - - - - - - - - - - - - - - - - - - - �- � - - - - - \1 - Z � �� II +�o II � � � I-� � I N \ .-.� r 1 I � fi - - - - - - - - - 1 JI � ' I I I ,`ti I I I I N � M "� �; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I _ \� �� a �+ I �1 I � I � � o x � I t A II II � � i (N) LJ 4x4x1 /4 CONT. g r� - - - - - - - - - - - - - - - \ 1 / �/ � I � ) II �1 I � III z ^ O � I_ I� � ( N ) OPNGS. IN mI � \ / � w � - - - J I f � � � � �y ° - - - ~ � _ - - - - - - - - -� UI v I TYP. , v � � � - -MASONRY WALL. fi- 0 - - - -J - - - - - - - � �- - - - - - - - - - - - - - - - - - - � v � - - - � - - - - - J � - - - - - - r , ^ I �./ � � � I I ' � � - - - - - - - - - - - - - - � - - - - - - LJ � � �k 2 � MAX. OPNG. cn I � S2 i - - - - - - - - - - - - - - �� - - - - - - - - - �I - - - - - - - - - - - - - - - - - - J m ow , • ' ; � ' �) I � � � I (E) CONN. ^ O r`, �4 a I ^ II � I� .� -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�� - - - - - - - - - - - - - - - � �y � � - ' - - - - - - - - - - I � � � (E) 5 1 /8x �10 1 /2 G. L. � , � K (N ) 5 1 /Sx � � 10 1 /2 G. 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TOP R�S 2x6 CRIPPLE STUDS � 16" CAP fe: 1 /4x5x0'-8 r W/ ( 2)- 3/4"0 � i r - - - - - - - - - - - - - 1 I � �' �� /,9 THRU - BOLTS > ( I � y � � I I � � � ' � � � �� I � I � � M 1 7 4" � �.j'J I � ,� � � I "� � ..� � � ' � •�'`'' c�v • o TYP/ �� KNIFE R 1 /4x4x0'- 5 1 /2 - - - - - - - - � - - -LI- - � - - - - - - � + - - - J� 5+�+ +�+ - - - - - - - - - - - - - - - - - - - - � '- iOjo�1...••'�'c � o i o r � - �- - - - - - - s - - - - - - - - - - - - - - - - - - - - - - - - - � QR J W� ( 2)- 3/4"0 THRU - BOLTS I I I � - - +�,h � T -��' � - �� T ,�c� � - � � \ � � �4^ \ ( EA. END OF EA. HDR. ) I I I � \ ��s � I � � � � I � I � INSIDE �' T�' � " I � _ � I I / I .- a„ � � I � i i i i r - � - - - �' i � N ) �1-zX� (N ) _�3)-zX� z � . � � i 2x6 NAILER I'� DRIVE- 3 I I I I I I I � i i � \ � -r I I ' t - - - - - - - - r - - - - - - � �' I HDR. PER PLAN I � � I C PINNED � 24", TYP. 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N N �!S, � >6. / 4.9' ° ° I SURVEY NOTE: THE LOCATION OF THE WESTERLY FOUNDATION WAS THE RESULT OF A FIELD SURVEY PERFORMED BY THIS COMPANY. tio f THE LOCATfON OF THE NORTHERLY AND SOUTHERLY FOUNDATIONS � / �n WERE TIED TO THE EXISTING DWELLING AS SHOWN ON THE ',r6," 4.5' U: ' KELTON RESIDENCE, SITE PLAN . exisnNC r FouND aNDER DEED AND RECORD WFORMATION : RECORD INFORMATION SHOWN ON THIS MAP �� BLOCK N0. 5 REBAR � su,a FOUNDATION FOR VAE LOL�AGE,NSE VENTH FlL NG. FINAL PLAT �' / � � � -, � o� � / HE KELBONKRESIDENCE SIRE PLAN, PREPARED ~ e� WA�� EX7ERi0R OF EXISTING S�^B � / BY PIPER / ARCHITECTURE, LTD. A TITLE POLICY WAS NOT PROVIDED AND RESEARCH \ � DWELI.ING \ 29 ,y. 45 \ � OS RI�T PERFORMED BYS HESTCOMPANETBACKS i• a � a � \ o � 10.5' I 3.2. �'' ,��` � \ 8° WALL i, � I � / � / \ \ I � � 1 0�,� LOT 7 � / d- � ^ �uRVFYOR ' S CERTIFICATE � I I , RICHARD E. BORDEN , DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO , ANO THAT � I ALL THE INFORMATION HEREON IS TRUE AND ACCURATELY SHCWN TO T'�iE BEST � OF MY KNOWLEDGE, INFORMATION AND BELIEF. �����"���11101���n��, . I o ,, on r�is;�%%. � DATE: APRIL 16, 2002 � � c 1r�cv� c� L ,_��, "6'E�y�% �qS � I RICH�ARD 054~ :�=� � � N =� ��� �� = ': > - : 300� . : . is o,,,F ��. ."\ �\� '� . �A �'P \ %� J's ..a«e°° �"`�J Jc���q� � I ,,'����!�u�u�ipUo���`\`\ � '��,, �o� �l sF � � �9� ¢ 75. 00' - LOT 6 � w ,�� � �� � N � � �- � � I�� � �� 13 ; ��t.` t � Notlte: AccorCing to CWOrado Ww, you must commence ony legal oction baaeC upon any defect in this aurvey within three yeare oker you first dbcover �,�, euch detect. In no event may any octbn bosed upon ony defect in thie 'r � survey De oommenced mors thon ten yeors from the dab of certincation i . anown hKeon. SCALE : 1 " = 8 ' 0 C 8' 76 i� � � � � Starbuck Surveyors & Engineers � �1� P.O. 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'� . , i ., i , . . ., . i � � . � � .�. . .�� . � I i ' ' � � � ` J. ., : NQ FLR . - CEDAR SIDtNG � � _ G . . � __ �.. . .__ . . .�_. .. . .'j . . . ._ I .._�_ _. . . . . . , . .. : : . ' � . . , . . . . . , . - - � • �' * - Y - - � -- -. _. ._ _ ___ ___ •'1F m �� I , j i � . , . � . . • � 1 � � � j � . � � I � � I' / I I A� I � � I ' '� . . I I ' �. � � :..� , i 1 C, I . C � DPR 5toiw � %� . �� ist i�LR . L� NR � � � � � � � ;� J... _�� i _ . . . . i . .. _ , . . _ . . �._.. . � . . ' . . , , _ . � i.�i L: __ _ 1_ i._� I I ��_ ' +- -- - j,ll�i ! ! ' i 2� 16 's . 16�� o. C - � • I . „ . . � , �il�� � . �I 15T F � R . ' GRADE (V40.1f5 ) __ _ _ _ _ �1.. .�w.,, ..,� , ,, _,.. . . . . _ . JAi . . . . , ; . n� � I / I L... 'i h � w � I � y � GQADB � I � � . . - - -:r . . � . i � n � i � • I i n �. �M � 1� � � � � � _ " " _ . . _ " � _ _ _ _ ' • I j � .. " " _ ' " . _ ' . " _ ' " ' _ _ _ �. _ _ .. . • _ " _ _-_ "" - _� � _ _ - ^.�. � _ _ __ _ _ _ _ _ _ _ _ t ' . . - -- �--- RLh1R i LE �:� .'�', T � ON �;�,�yus � �- '.�n I�• 8� . . - ��------ - - - --- - . . . _ --- . __ . . . . - -- - � - - - - . _ . . . _ . __ � TYP1CIaL \VI� � L S � CT EON --- — _.- � . Sc4�-E 1�2r �- e • Y r� < . � MrS . � � � E ^ T '; ' ') !JN � � NARRISON - KIMBLE � ��� a SaOE p9 7 - z� . al d e s i g n c r s 2785 North Sp � � r Blyd . �' `r' °� 6 Phon• 477 - 0278 Dsnv �r, Colo . �y. � � � tJ � ��_ ' ' ' � i . _ __ _ _ . _ � —�__ , , , � , .; . ,, , _ , - - . _ _ _ , - . _ .. . , , . . - _ „ . , , . _ . _ - - - - - _ .. . _ . . _ . .. .. ,. . _ _ , ,. .. _ � . . . , -, ,.: . , ,,_ . , . , _ t _ ,,. , . . . . , . , ... _ .: , � _ . . .. ._ i�APROVEMEN7 LOCATION CER ?IFICA?E I nereby certify that this Impravement Lccation Certiticate was prepared �� fOr qRT KELTON SCALE: 1 = 20 � that it is not o land survey plat or improvement survey plat, and that it Is not to be relied upon for the estobtishment ot fence, buildinq or other future DATE OF SURVEY: 1 1 / 10/95 improverhent ���e. . t ' pF SNOW ON LOT nT ?IME OF SURVEV i further certify thot the improvements on the above described porcei on this date, 11 /10/45 , except utility connections, ore en4irely withfn the Doundorics of the parcel, ezcapt os shown , that there are no encroochments LOT4 upon the described premises by improvements on any odjoining pramises, except as indicated, ond that there is no oppar�At"��QCnc4� or sign of ony � easement crossing or burdening ony port of s}�4fc�.pclre9�j .�ooc,'�fryt as noted. 1 =32°21 ' 17' O = �::•• :N N��F , � R= 135. 00 � Date: ��/'L�_ _ ` � ' --_—_ J �.a76 .23 � ' $ �10 • c -� .;J� E (� N , C"qlo�o P. L. . 26,y9� = � So�3 � ry � .,,��,,, A ��: - 32 w ti,�^,.,, 4.......•�9,, , /L - a. ` � � FOUND No. 4 REBFR " ' ��•""��� v 9S' �� � � �� _r�— - \ �� SiAIRS DECK 2 z�.� + s. � � \a.Io a .o 9 ,074. 49�. � AS?MALT '�. 3.5 y�-�r —1 yT.7 4 � DRIVE —�5.5 1 L �O� ri 'Q- ` �- CONC � , '� r^,` OVERM.4NG in STAIRS ;� � 14'd � 1 ° ° � / '"� 3 i � o rdOrE: FISEMENTS SNOWN ARE PER P�qT ONLY, NO TiTLE SEnFiCH wn5 CONE O�v 2� fl ` } � . g � I � � �{ � FOR TNE ExiSTaNCE OF qnrv 07NER EASEMENTS. o � 1 r � � ,y � - 3 3 � SHfD � � � 3.2 2 STpRY WOOD o �SPACE FRAME HOUSE < 2ND FLOOP,, DECK o 3.0 � � - u.e �r5.0 0. 2.0 W00� DECK 5.6 - t .9 � 6 / N N t � CY W 10 � 3 a� m O � ti i. v� � � � � N � ` ^ LOT 7 �o DECK p'� 10.9 \ � L � �� � N0710E: m ` � w�" �+./ According to �oior000 iaw yuu must commence any iegel action bosed ��, y / � upon ony defect in this survey within three yaors after you first s ` g,� � � discover such defect . in no event, may any action bosed upon ony }t /..� defect in this survey be commenced more thon ten yeors from the l�oO date o` the ceRifico!icn shown hereon . �. 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R . �y�q':: ry ��1� 5' ,S ; � ' .� L..i� " _ '� � J =} « � t 'y ,. � �''' i \ i � f ' ' � �_ , � � � ���� ,�,; , : ; - - T� -- - A. ; , ; , ; i - - - - - - - -- _. - - -- - - , -- ..: < y APPROl/ED F3Y THE H�-I TIJv-ytt�-/ uvir�k, ¢cvM TOV1,�'� OF VAIL uN�� � �itu-� � � - �� � ` EW BOARD � - � DESIGi� F�V� Ma.'fEr� !��.;_�, ?b h�1a.Tcti E.� Iyr1N� �" \ _ � __ � S - L - 97 '� - DATE: I - �; , i PLANNE •F�LT "�— , � : i a� � ► ; � � __ : . _ _ 1 _ _---�-_ ,� ___ _ _ ___ ��� : , , __ _ _____ _. __ _ _ _ _ _ _ _ ___ _ .____ _ _ _. � ; ; � � � � i � - , - - -- — ' i I ' ' � � ' � � `�w 'g.� �_ Gn-; M � - I i I � � � -_{ I r �, � i � , ! � . , � f I-� �-= '=1-:J�t.K- `� . I � i I � i , � � . 1. � ' 1 � i � ' I . � ' _ ' . � � , . . . . _,__..-- . .. L- . . . . .. ' I I � t i �` y I i ' i . � j i I � f . _ _ ' �; ' - , , � I ' I � � ! � �_--- _=_ -- . _ _ _ , , ; � , - I i j , � _ ' � I „ � i , � � ; ; � , ; - . _ _ � ' - - -- -- - _ — - - --__ -- --- - - - ( ! , i I - � � P • • - _ .� .� .�� LToN ,s ' �,�G � . - . _ . . . . . . . . . . . . �, G « r. � , , _+ � • . . . i.�.Ai E � , { _ ' �, . ".F � i � F _.E � _ :Jti. t,- f-� . . . � � : . �-- _ _ _ _ _ .-_ . _ __ '_' _. _ ' _ .. . _ _ _ • 1 � . � . _ . .. . _ _ . �._. � • - DATE: 11/25/86 RCVISIONS � � j ` � � . / ` ` � _ t � � � �G� / _ � ' - _ : `i` � / �l ` ` � - -- -_ ` 1� 1 q� � 4s 9a rr. ' _ ; , 0�4 � � ' S i � ��'6 . � � � r �e� I � / � I 1 / �' tt,_en � L1GN � • / � 228 SQ. PT. i / / � • . � 2292 SQ fT SIJRrAL� AR�A . 11Y7Y.i BG. rT. C� � I . � \ 3 / • \ � � � � � � � 46 SO. PT. � 1 ! � \ � / � \ � � /7 � \ � � � I j � � � � . � � ♦ � I .\ � � � � � � � � ' U � � . . \ , i � o �. , � , Z Z � � � � 1 I 11 � � O �.\ \ � � ■ � �\ \ \ Ir l � � H \ \ \ � � I � «—♦ � I— Z \ � � I � � Z O \ r VJ v w o > �' � �� ! � m N W � � �-./ u, w c� . ,\ Q \ i � Q w . \ � z o J J � o > ; � J � � O Z �` , O Y ~ SITE PLAN N 1 � JZO �� = ��- O�� SITE PLAN SHCET NUMDtR: A1 , 0 ( « �rdon R. Pierce n ! n . nftc lil ( EC'iURE PIANNING DEVELOPMENT 1000 Sa�th FmMage Road Wesi vail ( olorado 81657 �u3 �avn-6176 �� • � A (� — - - - -- -- � � - --- I _ - U . � ( _ � _ � � 4> � �. � � �';' - , � _ � , l. • rl ; ' ( � '_ ` .: C/� �" =- � _ � ■ _ ; ' , � I ' � I � �xiST� bEp � � ,f, � � O , �, � � - - - ~� � �: , • � I; , � , or�u ra �c.�v�,. Q ,� -- -- - --- --- - -- � - - �� � - �-' � - _�_ ,�, .� _ , � -- _ �� � _ _ __ f' - - a� � ; - : . . - - _ _� - - � � � , _ _ _ � � � , . __ _ , ; � �� � � ; _ w� _ -, �r _- � _. _ , I _ , ' I , �.� l� , � I �` ' � ) --- � I " , �P �M � I..o�.:t r �i.�T�� ,�"o. , �J _ j Revisions : Date � � � u � - -- -- -� � ,--,, .�� � ' ' � - - � � � - - - — — - _ ` • =�-- - - - - - -- � � ' �jcig�' G Ll �if �.1G _ . _ _ _ _ _ _ _ . . � i � � � '� W � '�� - , + � r��' � � , ,� � � , t = , �� ; � �: � \ � ' � , . ;� I � _ - - -- ; � � , i � �- ` � �x I��G 5W K � . l . -._ _T_ � Ta �Et1ovEp ----'� _ '� � � � __ � - � / '`'.� Ex ; y� ' C� I�,e.y'�� It P>Et7 �7� i ,7T �G pKF.�31 I..lt+ ! ��� , � , _ . � \ �i � --� i - ' _ �` =� - i :� i ; ' � ` - • - " � �w r� � � I �xi�'� l�R� � � , i � - g- - - - - -- - - - I I � i ~ — - ---- - - -- --- �- � i ! i ' �_____ i � __ _ '1 � - --- - -- - � . , I ' • I � �_•-- w .. _ - ' , . . _ .__ - - - — II � � , _. - �- . _ . - - - - - - - - - --- -- . : ` _ � , � . , � -- " � - ,. , 1 �, - - - � I � 1 � , � - _ , 1 , � < , � --- --- —_ - - - -- — �r;`->� � �/ I I � �. �;� II �- � I .. . . _ . -- - � - - � _ .- -- - - - - � ' y_. . i i I I I - -� - -- - - -- - I A Drawn By: 1 Checked By : � PI an : Level Two Date : J`� y � , ' 4 i = I - O Sheet Of ' I � Gordon R. Pierce A.1.A. ARCHITECTURE PLANNING DEVELOPMENT �p00 South Frontage Road West Vail . Colorado 81657 303/476-6776 � / �- � �� • � � �i�/ � - -- , U � � -- -- - . 4� I � - -- - - - - -� , � v� � I C� � w � 1 �� I o . _ - , � / � � . ,� I , , o � I � �� � � � � � __ � � _ � `� �, � � , , ,,\ � � I � � � � - � � �� -- , � I � �-; , '� - - - � . Ni � � 12, I � � 1 � � - - � t i I Revisions : Date I I I i— � i - -� -- _ Ni I � , �, �, � � � n�� �, \ �� I � I --� � ;— ' T , ! '� ;' � �� n� �-- ' I I � ��" �, � � I ������ � -- � -� - - _ , � � . = I � , --- - �, �� � ' I. � `L � 'x ' \\� — — — — —� � � � ; - ; � �-- - �� v�� I _ � �, _.. � ---- - r�� � ��� w - � � - - - � r � - � �� � �I - � � � � .� � / � � � � / � I � " � � j7�� PlF L.O�-i '� � / 1`— i-�-- i- - - �- . i � - - - �� II I \ �y T9 Drawn By: Checked By : � � Roof Plan Date : ` , ;¢� u _ � � �a Sheet Of �; v�� ` � I I ' 3 Gordon R Pierce A.I.A. ARCHITECTURE PLANNING DEVELOPMENT / , � 1000 South Frontnge Road West ( � �� Veil .Cobrado 81657 � � _ �1 ' 303/476-6776 \ ti� - -- i � ;,J/ J - - - - =� � , ' _' _ —_ _.J, � _ _ _ . __ �J:. _ ._ _� ��__ � ��— " _ " __ __ ' _. _ _ ' �. _ _ �� _ /– J', � . . _ . _ . _ . � _ . _ � _�` . r ry� V ✓� V� N �7 r� _ � __ . �_ . . _ �� ; . �_. . I_ �� � t� _e . J' __ \ - ^ �,,.r�H Ex �sr '� - .� �. _.. — _ _.__ - ' . .. _ - — , - = �_ . _- -- - --- - - _ � -�- - ��- � �,\- � - _-,�_. _ �_ - �- '� �, �\ �� � � _ __, . . _ . , , .�.. - - -='r�.=.'1 ,. . . - , . . - .___ . _ -_ _. _"'J �. . �r .�..�_ .. , J'� ..I� _- __ ___---_ __ ' __ _ ' ���a. -_ � _ A _ . �- � _ , _ ' �_ . , �:._— � �� ; �L - .__.__ - _ I � � , I , , � � 4� _ , _ � � � , . n..�.�._. '. . ; .. .. __ . . �., . _. r. � �, � � � �I ' ' ' � , .� .J — � - . - '� I �1 — _ � j - � � .. . - , -rj--J-7 _ _ - ' _'J" j 7 " ' �j( � � i . jl1 ,, � I i Tf � ;- + i � IF'-?-��i�i � {� II ' � II — A `) i i � I � i i � I H � ;�� �/ , . I ' lil � I I � � I � I. I - 'i '. I � � . . � ;1 � � � . � � I I I� � I i' I � I � � i �{ ! I ��yI j � : '� I �� i � i I I I fl I I I � i — - Yl,oio� _LEVEL Z - � � i � L.i� � L I L J��I I r ,� �I I �' h � � � . .�il� ' � ' i � i � � i � � . —_ � - - - � - - -- � - - � - __. _ _ , � ( � - - - - - � --- - �— � � �I � 1, � � � �� �� . � � . � `+ � � � � + � � � i I � ' _ _ ! � � I i - _ � - - - - - _ _ _ - � � ; ; � � � � �� �_ , i . � ; � . o _ _ i � �I i - �� l-£vEl. 1 - � ±.J - --- !'�� I � , � �� � � � � � � � � South Elevation Revisions : Date � I ` - - r - - �—� � � - -- —I ,. ,I • I � i � � II ' � � �I� i � w.�. M� R �,a � ` ---- �; I � _ � � _ � — _ _ _ _ i i; � . , �. � , �� .a , - - - — � � , � -- -- - -- � _ II i ' ' � � i ' li i , � � � n� ui �� • . _ i , �—__1 � I !I i � �I � I �� ��� I I I I�� \ i Y . .� . ` � .. __ _ _. _ . . k== � . . . _ � _ . . - - ' Section AA DrawnBy : Checked By : Section Elevations �ee� f 0 ��� �_ � ' 4 " _ � ' - o '' / 4 r . - +iE .� /:< ci�..o .y�-.. ai. �c,n%�: � )! 1 ., o �� rzr-�' oz ` 0 6E _ .�.�- � �. 2 n.� � 'l , �.� ... �� E .� "IArE2, A��� 'o M.1�Gr � x �-� NCs 1 �. . 'IL " bAGILE�- �� ,.. � Ow..^, L=.1' `.r,G-�tizC: �.'O 16E U�EETi B� -C�- oi ,,,s..._ F*r.n �v � �o� a�" �I ', TH A. _ .� Grnicah � �lG co � C� �� y � '.rJDil'�; `�: DINC� i �R �� i fzdoF ', yv � AT A" �. "r-� LLO .J/•+-�`� I ^iL! E+J oG C�`�� dG, Gordon R. Pierce �2KCa j rWt7 �a-C '� NI�r.� `L'a . WINCO�..Ih �' i..il`IC.� i �Jfo1JF ..IO�u- � INTER- � i '� . �i H i �H�s , P ix�� ,�..��• , P.*ic �ou� Dr�+ �tiT 5� ��? o^� A.IA. ott- F �Hi�Hi_h �•. 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' fi�I �~ —" - - � - - - - . _ . r I �i. r ��� . _ - � - - - - - - - - � ' - I- i ♦ �- - i , � . =° '. , ��. � IF`.'� Np =0 � 1� / i . �ot . -+ - I� � �' � . � Y� � � � � -� ' � _- � , I �' i � p ~ - � . j � X I -o �'I_I _� • I l i i�+ � N �� Ta � , ts i , � 1 L '�$ l. 4t�r.�oOC ��� 0 �� � { � i - �i2 � a Drawn By: �. � �.:. � — - ,�, - ROOF F SECOND LEVEL ' � - _ � � � _ � - � - T � - � ' ��`�dBy : RAMING PLAN ,��- 1 . -- -� . _ _ _, , _. � 4�0 �.�; . ..Q�.�, _ � FRA � � ; -��- -�. �� . � � MING PLAN � - F � �, � . � } �- T � - � � � � ' - Date : : � c a � FOUNDATION PLAN �e1 or 4 5 G1;NERAL NOTES : Kelton Rrsidencc� Hdd � ti �: � � , _ 'c' ° .� - _ t -_ 1 __ _ TIMF3Lk : a . M�3rcrial5 , man � facturer and quality control shali c� ; r; . DESIGN LIVE LOADS • conEormance with AITC Produet Standard PS 56 - 73 , " Structural Gl .i � ��i Gordon R. Pieree - ' Laminated Timber " . a . Roofs - - - - - - - - - - - - 7s ese A.LA. b . Floors - - - - - - - � - - - - -- 40 PSF b . Lumber shall be of such stress gr� de to provide glued tamin �� ? � �1 c . Wind Load in accordenee witl� the 1982 edition of the Uniform members with AITC combination symbols = 24F' V3 , unless nor , ri Building Code . otherwise on drawings . ARCHITECTURE c . All members shall be Architectural Appearance Gr. ade , un1 � -; : PLANNING FOUNDl1'PI �N DESIGN • indicated otherwise by the Architect . pEVELOPMENT a Design of individual and continuous footings is based on an � • Adhesives shal ] meet the requircmont � i � r w�� t ccmdi ? ic � n :, : assumed maximum allowable bearing pressure of 3000 lbs . per square service . foot ( dead load plus full live ] oad ) , placed on natural , P • A1 � members shall have ❑ o camb� � . I0009outhFrontegeRoadWest undisturbed , non -expansive , free draininy sail , or compacted Vait ,Colorado81657 s � ructural fill , below frost depth . It shal l be the Owner s BACKF' ILLING : 3031476- 6776 responsibiliY.y to verify the above conditions . The Contractor a • Do not backfill aqainsf. retair� i � . ,; � . � � n � : � . r � . c � shall notify the pwner ol" such responsibility prior to E> lacinq are in �- 1acc� and ; e�c ��� rc - 1 �, anchor •�� J , „ � .:i � i y ; ra ± . I ; :, h � > r , �;l . concrete foc+ ting�s . REINFORCED CONCRBTE : a . Al1 concrete design is b�� sed on the " BUil. diny Code Require_•mF • nts foi� Reinfar. ced Concrete " ( ACI 318 - 83 ) . i� . All structural concrcte shall have a minimum 28 - day campress .iv � strenqth of 3000 psi . �- . Provide continuous shear keys at vertical cold joints and wherr. shown oa drawings . �� . [' INFORCING STEY.' I, : • �� a . A11 dEtailing , fabrication , and plaeement of reinforcir,y steel � shal ] be in accordance with the ACI Manual of Concrete Yractir.� c . b . Except where otherwise noted on the drawinqs , r. einforcing bars; � shall conform to ASTM Specification A615 79 and shall be mi. n : � � �; �,� grade 90 . � . At splices in concrete , lap bars 36 diameters . At carne �-s , U horizontal bars continuous or provide corner bars . Around openings and steps in walls provide Z - N5 " s extending 2 " - 0 bcyu : . ., � edge of opening or step . d . Except as not.ed on the drawings , minimum concr. ete protection roe � reinEorcement shall be in accordance with ACI 318 - 8 .i . � e . Welded wire fabric shall con £ orm to ASTM Speci [ ication A - 185 . STROCTURAL WOOD FRAMING : � �� /�� a . Except where noted otherwise , all 2 " ] umber shall be Douglas V1 Fir - Larch S4S No . 2 and better , and all solid timber beams and posts shall be Douglas Fir - Larch No . 1 . b . Studs shall be Standard grade and better Hem - Fir . � c . Top and bottom platas may be Hem - Fir MZ and better . � d . Provide salid blocking at sup�orts for wood joists and _ _ cx' ossbridqing at midspan . Within floor joist spaces beneath solid � � O or built - up columns noted on plans , blocking of area equivalent to column above shall be provided . • �� c . Provi. de wind /seismic anchor at supports for all roof joists and I O �� t. russed rafters . Anchor type shal ] be approved by the Structural I I;ncJineer . � '� r . i:xcept as not�d otherwise , mi. nimum nailing shall be provided as I � � specified in Table No . 25 - Q " Nailing Schedule " of the U . B . C . , 1982 � �� edition . "Lx6 studs shall have 3 - 16d nails each end . � I � � y . A1l plywood floor and roof sheathing shall be as noted on the � , , � � drawinqs . Glue plywood floor sheathinq to floor joists with � adhesive conforminq to li . Ii . C . Standrjrd No . 25 - 19 . — � II - � � I ' ' � � - — - -� / �' Revisions : Date ,; � � �, , � -- � � - - � ;-C � � . � . �. _ � L�, "c�r ti � - ��� _ _ _1 _ _ _ _ _ _ � -* __ _ _ _ _ � -. � �� . � � - - . � -� - -- �- � _ . _ --- - -J � _ - �_ _ � i � t4a S, . - - � � � r� - 2 -cd b°�hE • -- _ .\ , �i - �. � bo�y�-� ¢lMovc Rw�.Tn.�c.. �F- - ? � ' � �-11 � , I } - �_� I.IbN f ab�'E v.�.N.- � P•4. � I � 1 . _ _ _ . . - _- (` -0 i I '? RSJLY.A...'E vs.N. HT. _ _� � �� - - � �, i � � '��_ a I pn�a! - [a.IP �tx ouT�f '70 � '� I : �.po�.wp FLooz ;.,evff.'... '� � , � � ,�. z � � _ �. � � - a.aac.., a � ,tir'o � - - - - - — — - I - -- I - D�'s C��+R?� : o — .—� I : ' 3 - �� - 1"�EGH°-}G.°P. ?o I . � - - - -- - -�.. � - ' GLRY�R- �oOe- � I � ' q�y � , � I I ' � � � � J' i � I _ � � � — _ / __ -- � I � � �/, � / — � . I 1 7�i� f�✓Y � . . G t42 � �� _ e sc., c�w6 tooiwo 1'f2� � -- - � � w .ii.N 'sic.lc. — - . � ' � � � - __ _ � � r '-o � �r I � ;' - I '1 _on � ta.� _ - - - - �, � a�� I , �/ I � � �$ '�I .�; S.awat- ��� NoT�', <v.L. F'xruRCS Tv ae ,3 y �2- I I 3' � ' _ v�r SE�.Ec.-ED 6Y oWHBz . — -i L - -- � - - _ - � , -- - +- --- � � - t -� - - - - - I � ,� -'. . arcT'E.��.oci. i _IC.+MTIN�- UPPER LEVEL ELECTRICAL PLAN FIRST LEVEL ELECTRICAL PLAN / 4�' = I `o ,� `! oaTr� �/4 '� _ � - c ,� � oR.? Drawn $y: �, � � Checked By : Dau : s � o a� Sheet Of 5 5 Gordon R. Pierce A.LA . ARCHI'TECTURE PLANNING DEVELOPMENT 1000 South FrontBgt Ruad Weat Veil ,Cdoredo S1b57 303 /475- 6776 � ,, - -� / /".1-� ��:- — — — _ r — = _ _ ti! — -- — — -- -- — : , � : __ _ .— _- - - -- ; --- -. _ _ .. . . . . r__ �_.,..�-. ._ . _ , . .. - r . l ._ _ . ` _ . . _ .. -� . _ ' . . ` �'�� .. _. _ � ._.�. -- .� � �/i.- , _.._._ . v A . ._ - � -_, . �.. ^ . . � � , V�_`` . . .-�� . -, _ ,�w. ..- J � � - ' . _ 1 �� �..__: i \ � ' _ � �..�....�-.. _i � . . . _ . - . . . _ " \ .c -_ . _ „ . _�� . '�_ .�+. -�_. ��_���.. - . � . � . __.._- . ` . . . ___ - ' .� ' _ � \ . _". _,.. : J'- _ . _ � _ .-.. _._ -. . ./ _�•-- -�s, . . . � -�� ] . ��_' _ _ _ __ � I ` ,r/ - . _ . _ - . _ . _._ . . - - _ ' "_ ._- __' _ ._ . . � _ _. i ._ �J � - - . . _ _ -_ _ rl 1 r � , . _ ^ _ .�.w� - -- _ V� � � � � � � 1 � � : ! 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I �T �i �� i II �� i . � ' � � �. � . . ;� ,� � II � i �� '� � � � � � � � � � � � � � � II IrtI` , I� i I � I � I � � � � HII � _' LL LJ� � Y J �+ � � � � L.� Y � '� �_ I • � �1 I � � �j`I u �F�^-' .. _ _�.I I • � �- � ,I�^.— _ �_— . 's � `�.`� _t� _ _� ..-�__._�. . , . . i West E levat ion Drawn By: Checked By : Date : E l e v a t i o n s Sheet of — � � � �� 1.� ��,,r4 �' _ � ' - o ° � Gc�r �lon R. Pierce A.I .A . 4RCHITECTURE PLANNING DFVELOPMENT 1000 South Frontage Road N'eu vail , Coloredo 91657 30? /476-6776 � I �� • �� � , � � � U�'''t- ��� � J i G !'o I"-� H � � , ' �y�r, i; r-- t, ',J� �- ��^.:�;� _ . /� 1 i! 1.;� . I ?'= I ' ` � � ` � . J� � . 1� � � � � i � � . � � _ ti / < '\ , � .y r ` _ _� � , � i, � \ r ., 'kL - � .. - . __- - =--r�:�,�- -_ __-- _ __ �. . • � j � , _ . . .r '__ . _ � . . j . � � � ! � � t - . I r� � ._-�..__� � � . � � . -_�� . �:,i . . I � �. 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