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Home My WebLink AboutLions Ridge Filing 3 Block 3 Lot 1 Unit 13.PDF ,�.'��'�'`n�„��";S'"I� �'' .,r �rC ��,�4 �' ;t�a�• y k � �k � � . �. ��r,t��rWV�G` °">� hv�y-,m� ��'�qF ,�f,d"' .k4 'a , s `,�:r" �,' I,�' "� '�;;r•� r �` ,�U;s.vl.1'� 've y ai�i!^ "e��h� ++° � i�.�r. ��,A:i ,.3 .5''��'Y�E��`�N�r�.+�� rnF;+�,w,'�i� q�`9��.� n`�' 1' 'r a:+ r ,I�.:-��r:r;.��T�t,y , ,�s, i .- b� „ . ' r ,�� ; ' +� ��v ( �� }��Iyb°� ,� `y+a k�� , � ,�, � .An'i�-�,� .kbe� ,�r. *y'� .,v �� n�,5�'�� u.r� ,Ie<.N�, it t..ry't'5`�� 'C#'FFa�1�.q'i �� "i,�'�L�eS�., '�., �,�*'.tr i�r •! °,�� o< 1�..i,s ;�..x}i.: . t��..�'yo.�e, � '4�. ..�v.�{;��{;.'q�n:4'uyM�r~"•'�_:S,i'�i��r'� „ '�%�k�.• + V��, M . 1 - ��._�'__' . ��/f� �� - - � _ �`_ � \\` ( _ � _ _ T.O. 8e�rinq.Piate � -- -- a� � � � - �� '� � � _�- � �� - � .�� . , , : f, �� .�,_�� New Upper L'evel Fioor � � , ' . � , , , , , , �� ,� D 1GlV REVI if� , -Y� S F APPR�VA�. �'�� `�, L�A°T�: ; ,� �" `7�t/`� --�-- - � ��F� � P' 811 �i'li � + I i i � il , Fa'ia' y 1 � i� 13 � � - �y � � �r{ �� 1I ��L ,�,� � ` - Run Master Bath Waste Line Above@ �yl� � �3��ZII I(�,�jl/�I I . Kitchen Cabinets, Conceal in Sofft I i I I } i_ +_ . . I I � I �I . � ' '_ . _ _ -- ' I . . _ _ _ ._--_—_�� . I I r ' _ de_ ._ _ _ _ _ _ . _ __ ___ -_ ' � � � ' � � : __ � _ � :,G- , . ., 1 � � 7�� _ --_�t., i - . . �r� - � 4 � ' ` � 1. � �'� - ¢ � � iass Sh�werl � _ �5 � i � -_ � � — _ ;{ - T 3 � Master Bedroom snoWe� m � ; I � � I, � , I �� m U Carpet � Door � '� ' I . : , �) �� KltCheh ' LQ Existinq Concrete Slab �; � `� , y � T.O. Pivwood Subfloor I � I I . �� " � �'r i I � � ' _ . V � N � � i I I 3 �- - Z � i ' EL: 103,_4,. �, � ;.� 3 mi m _ i� � � � : -�„ _ —,- - � � - -- � 3 � Bath � - ; � � — — � o ±I � N � � ei. � � o,_o„ . I -� - - ; li Q Q ' Dining C i � '- ',� Garage 3 � � , — _— � ? - - � +-- _ � x i � 2 w i � � � , 3 , m o i ;� --- --- - - - � 3 i � w '�- I \ -t�� ' __ - �\ / . . . . _ _ _ . . ' _ w � � � � � I -�t�� '1-� I . I � o � a � �� L Relocate Vent as - `. \- o � v \ � l , . c o . . . t._ _J__ . �t. n.S:- °�, . ,'� �,�„ � � i � � w � Bath Field Venfy Rod & Shelf I d �, m X � LL ' � � � m - -� � _� N �, Required & Fur Out `� _ �I Tile Configurations w/ Owner . I m � w I _ 'e.,P,+-�>;�ie''t'''` �� . �! z � �. � y m\ m o A �tCP � " S '� `o . �-- � �fi �,e'P�R�i'..� �°`A�A�['p, � r- Q . � u, � , '.b . o �, Modify Mechanical Equipment , o � ' �, � a �,3�"� , a - �. � ; I ,� m � � � � � `q- � af� C�OS@t I �9 � � � ' Location & Ventln as Re uired d ° i i ' !c N m � � �I � �I � , ��.� Car et m � � 5� Z` 9 9 ❑ o _ __ -_ _ _ . . . . P .: c I � LL I �g % a � g Below� 2� ID�I ! �I.�I) . T.O. Plvwood Subtloor � � �� k� � a I , � � � \ Gara @ Raised Ceiling I '� -� �` - � " / EI: 117-51/2" ' � I i n wit a I', W. � lD i , " � , , Garage Door � � , � �. . - - - - - � � d - � 2 � Handrail � - � � ,, �. _1 B@IOW � _. .- � -- ---- - - . _ .. .. -. - , i 468 �`- I- i g i � �_ _ _ ' �- � . - e � � g UP '� I� i I V � �. " Llne of New ., -- � - - I, � � v e L ° � '\ � per Code �`�" �� \ il � Floor Above I �P _ � I w J � i Ii � � � � Align with Wall Below _ �_ _ 2888 _ . I � iil �'ll ; -- ' - i ` 7 � i i I . a� . " `o �s,. I , . . . , � �I m °o o, _°o � 4�Risers � 73/8 � � � ' �� j ��i i ' ,,, /: . ,. a c c� w a 3 Treads @ 10 1/2" '�. j ��, ' U , I. _ I - �_ II , f , , � G. , . i .� ' � ' � �� I � ` o � Office � n _ _-�t p � � i �� '� li D2Ck �' � LlVlllg 3 m �, � , r ��-- � - wall to be Removed _ � I T �. 1 , -� � � Car et p�rC ' -- -_ -__ _ __ I no PlVwood Subfloor o M��Y b`$ T Y .. ♦- µ � �� , � � � r � .� � on I�� ' � .� - -�'-�- :1--�- - 2 e�: 1oa_�� 1±Gr;vw^`^ , �� . � � � �' . Entryl �' . ' 4 _ H nd al e m � � Livin � I , 4 I o -.___ _ � - _ T.O. Existi . . i r _ _ _ _ Y - . __ _ _____.—__ _- Z_ + B@IOW rn .= � , � I I 1` __ . ._ _ W � � '. , C101et \ Ellt I� �Illa� ill .j -° ''I' rrrr�. t ❑ � ' . I lUP �==='I- 4 !,� ' UP �I �� _ � . . _ . ° �,_ I * . I m � o ! �� M I Closet � ++ � r o. Pivwooa subtioor ry � I � f�\�� B PPROVED onserv�ces I w Desk er Owner I - � � �� . EC 104'-6" (Match Existing) Below Below � W I � � _ P t� � I ` � � a x � � , , a � -- --- � m 1p{�w �1F VM, ' � p�s�t = - - - � . . . \ ' � 1 � S�ction � . . . -._ r - � /II� � . r -- �-� � ?� InrernationalBWIN�pCOUNnh(mFlmrclRealdeMtal " � � I� �'f � coaevallalryotpermltThei38uenoeorgreMhyofepermi[ snall r/ __ -� RelocateEzistin Door & Windows �r -- Recessed nctbeconstmetlrobeapertnitfor, orenepprovalof, anyviolationof � " �all � 9 BOOkSheIvOS ::ny of ihe provisions of ihis code o�of eny other ordinance oF Ih= jursdic[ion. Permitspresumingtogiveauthorirytoviolateorcznccilhe ryovisions of lhis coCO or ather ordinances of Ne junsdiction sh2il rt be valitl. The issuanca of o permit basea on construction tlownerts �:ntl � otherdata sh211 not pmven[ thc huiiding official trom requinng ;'>': �?�'� �'S r� 1 ------ - - - - . , cerr�^tion of ertors in Ihc construction tlocuments antl otherdata I he i UPPER LEVEL PLAN 1 /4 �= � �-o° , (� ��'�' �� I�F� �iru�'�9a�rhere neviolafionciths�codooro�f �Yo�n re oNnancescE 2 MAIN LEVEL PLAN 1 /4°= � �-o�� ---- - GENERAL FLOOR PLAN NOTES Fhlsjur:dlcP,on. _ - —. .. -- — - a�titvs Ex„rsirdEa: � DATE: �D DO NOT SCALE DRAW WGS! Dimensions are to the face of structure uniess otherwise . � noted. In the event of discrepancies, notify Archdect immediately. . p�� . ,. Coordina}e bearing walls, columns and posts with siructural sheets and existing <; ' ' — 4 , 3 conditions. 2 2 - — Eraarrvk ��s€ �a � 2 � In the event of questions regarding the work or discrepanaes in the drawings, not�fy Architects immediately. Do not proceed with work until all such questions and/or � discrepancies have been fully resolved. - - --- - --- ----- . . . - --- -- -- � --- -- = -- -- - � i � � - - -- -- . _ . . _ . � i i � Ridge Vent - - . I I I - - i IZ I �, ' I i 'i � �� I , GENERAL NOTES � � The Contractor is to visit the site, verify existing conditions, including utility locations, hookups and Cy - - -- _ _ _ _ � � stubs, required ventilation, relocated heating elements, etc. , and familiarizE himself with all new work. '__ T.O. Bearina Plat� � � 'I I EL: 118'-1 1/8� In the event of discrepancies between the drawings and existing conditions, notify the Architect before �� _ � _ .. _ �� I proceeding with the work. All work to be performed in accordance with all applicable codes and i regulations. ��-� H � II New Dormer, � .. II,O� �; The Contractor shall remove from the site and dispose of all demolition materials, debris and rubbish as �, in i Match Existing Siding, , /�`�� - � �� soon as practicable. Protect all ezisting areas from the new work and repair all damaged work that is to '� � Tnm, Fasc7a & Roofing �� /� ' \ _ �. � �� . � � � _ _ ;` j_ - � remain. The bwlding and grounds shall be kept clean at all times. - . I � ---� - . � V . . . . . . . . . . . . . � G' _� . _ . _ _ r -� In the case of remodel work or additions to existing construchon, exterior and intenor detailing; finishes � ' � � - -" � - -� �� - - ! �. and materials, including material and performance specifications, are to match existing or as selected . _ New Upper Level Floor _ . _ _ �AY_ _. �� I I �,, - -- - ! t im/ stayrwa�yPha dra I P�Closet9 ystemsnclude, but are not limited to, floor finishes, doors, hardware. and shelving, fireplace mantels and hearths, built-in furnishings, { - - - - - � - - -- - - . . i i cabinet a liances, lumbin fixtures, bathroom accessories, lighting fixtures and trim, sound and '� T' � i i i security systems. Provide blocking as required for proper installation of these items. Sound insulate '� ', ; � � �- � �I - � - � " ; the floor system and interior walls as determined by the Owner. -- I _ � � � � -�- + .. _ _ __ . . i Mechanical and electrical systems design shall be the responsibility of the General Gontractor, required i �- 1- --i �H---i ,,� I I �-� � �! subcontractor or others as selected by the Owner. - Coordinate any required dropped or soffited ceiling , � � 'I'� ��. areas with the Architect prior to the start of the framing phase of construction. I I , . .. - __ � _ . ._ . _ _ -. . - . . . _ . .. _ _ � � I I . .- - - - --_ __ _. _ � The Architect assumes no responsibility for errors, omissions and applicable code requirements of } � _ _ _ '. � � I : ' . . _ _ --.. . - _. . _ ___ . _ . ' consultants. The Architect assumes no responsibility for utility coordination, care of adjacent - ' I I I I i , ' � � properties, pertormance specifications and the components of construction safery; nor for the T I Contractor's failure to carry out the work in accordance with the Construction Documents. � � � - The investigation of hazardous materials is beyond the scope of these Architectural Services. The G . ��+ �Existing Door & Sidelights - � to be Reinstalled in New Wall Owner shall be responsible for all existing hazards on the property; anU for the discovery, presence, � �. I f or x r er on h z r us materi Is w ste or s�bstances in li removal or dis osa o e osu e of s s to a a do a a Si i hand n & p P P d n to Match Exisi i . � 9 tn 9 - includin but not limited to. asbestos asbestos roducts etc. an form on the ro ert , , . , , Y P P Y 9 p � � � j— � !�, I; , � Ownership and possession of the original Architectural drawings shall remain that of the Architect. �� I ''�, I, � Reproducible copies will be provided at the Owner's request and expense. These drawings are not to � I FRONT ELEVATION va� = � �-o° i I I I � I I - be used on other projects except on agreement in writing and with appropriate compensation to the � ! i � �� Architect. - -- � II ,' ----- � - . __ _ � I , 4 ` �'�JIuIV` i�LVdt'e`x . i GENERAL ELEVATION NOTES � �,4FFAPPROVAL � I DO NOT SCALE DR4WINGS! Building elevations are for graphic illustration purposes � � �- I � V y I only. New materials, cobrs and detailing to match existing. � { � � / � � � / � ,p , � In the event of questions regarding the work or discrepancies in the drewings, notify �w �_ _ � Sr_ _ _ ___ . ._ , Arohitects immediately. Do not proceed with work until all such questions and/or � discrepancies have been fully resolved. SAMPLE RESIDENCE Peel/ angenwalter Architects L L C 3 - --- = REN �VAT�ON David Mark Peel A I A Kathy Langenwalter A IA REAR ELEVATION va°= � '-a� P.o. BoX � zoz Vail , Cobrado 81658 date s-zaoe Vall P011lt, Unit 13 Tele 970-476-4506 Fax 970-476-4572 project A1 1881 Lions Ridge Loop drawn �{, Vail , Colorado sheet I of � � � r � : I - 3 R $R Light/Exhaust Fan � � � Phone � I ' / LF Shower �\ ti../ _ � $ Light ��_ '� _ � � / � � I ( \ ( � I , p � � � � �' . �-- -..� Y------_.. r / � , � . � � � � � � I � ' ( Q J , , Ceilmg T� I F --� so Smoke � �,/ ` � � Fan � �� Detector � � ��, Q �. 1 � I �.-. -� �_,_--- �--_� � To Existing � . I ��-�' � Switch � , i Recessed � l 1 � / To Existing � Can, Typ \ � � � � Wall Mount I Switch \ � Fixture, Typ �,,�,._._....._ ____..� Cable TV� � l� � �� .� To Existing � � � $� � �.�Switch �R \ ` � � � �� 1 ;l � � � 1 / � ,�-— `` � � �j -- 3R � $� $ � / � � I \ _ � � j R ; � '3 . � $ � ' I I � I , , SD !� i� I �� = � ( Relocate Existing Wall ��'� t Sconce &W P Outlet _____ � � ; , _ r � � ,�� 1 � 3 � � - __��_ ► � � ❑ $ � � -- � - . � � �� y ; � � _ __ _ _---�---_�._. � � .UPPER LEVEL ELECTRICAL 1/4"=1'-0" Note: Fietd verify locations for all electrical fixtures, 2 �UlAlld LEVEL ELECTRICAL 1/4"=1'-0" receptacles and switches with Owner. � �--Vent from Below ! .-' � �. � Beam per Structural Exi ting y— Beam per Structural _._____________ ________ __ __ ___ T O Bearma Plate Beam � Springline � �� EL 118'-11/8" _- - F�,9e ; , ---- I, II 8 Treads 10 1/2 � C�OS�t BatI1 _ Edge �fCe,/�n � f�_ _ _ ____ _ of Wal1 9 i Office @ '� � � � _ Stairs I I T O Pl�nrood Subfloar Master Bedroo�n ; Handrail , I EI 112'-5 1/2" — -F--+ Ed e Open Railing, Field Verify — � � 9 I Raised Ceiling � of Wall Design w/Owner, Typical � per Code - � � � ; T O Plvwood Subfloor _ @ Garage Door _ _ _ T O Plywood Subfloor� __ ._ _ __ _ _ __ _ ! , _ ___ T O Plvwood Subfloor EI 110'-0" � EI 110'-0" Beam perStructural , ~�� EI• 110'-0" � Reinforced Existin Ceiling Beyond Beam er �� I � "' G a r a g e i Beam er Structu al New Soffit p I ~ p Structural I �� _ ^ t __._ __ --_-.�---_ _ -{-� � —• � T O PlVwood Subfloor Ad�ust Overhead Garage ` � a� � � � � ; � > » " �'� Door Track & Operator ' � — i� ` j � Ei 104-6 Kitchen Bath Dining � � i - � as Required ,/ _ _ _ � T O Plvwood Subfloor T O Existfng Concrete Slab_ � TM ! � � ,% EI 104'-6" (Match Existing) EL 103'-4" � — �+ Edge Living - fi__�� of Wall ' �+�_ `r,,,$' ��• � =r-vRelocated Ent Wall ___ _ __ T O Existing Plywood Subfloor _ ��' �`� ry EI• 100'-0" �--Wall to be Removed � � _ __ ._._ � __ ______� �___.______ _ _ - -- -- - -----__ ..____ _�� ____ _, _��._---- -----__c� __...._.__�____^_ �.__�.�� --- -- Soffit Above Wall Cabinets � For Mast�r Bath Waste Line r-��-'q.��-��s� rq,.>^�-q Y�-�_+ j �rY1V �� V/'1��..\ r-� h" A � 9 p`' s° � � �F - ��S1GIV REVI��y��y � pB�y 'l� d�t-6 4s� fmd � / ��il v�:�j--.+i E°f+� � .-+w P f° � ��-- "'a'� a�'ai� �'�- �STAFF APPROVAL . �ECTI�N @ l�ASTER BEDROOM 1/4��=��-o�� 4 SECTION @STAIR / OFFICE 1/4��=��-o�� ' v A-��,`�4��s� �<<�b�k� ,�� r�E , t� o��r�: -C� ,� ,� �r��.:...- 1�� .�� _ � (,,�� T'�1FFt. _ ° �� - - - .-,..._ .� u�.c��u-.�.,_ ,.. .._._..__�. GENERAL SECTION NOTES Building sections are for graphic illustration purposes only Verify all structural SAMPLE RESIDENCE Peel/Langenwalter Archi#ects, L.L.C. members, materials, and details with structural engineering drawings and existing conditions David Mark Peel,A I A Kathy Langenwalter, A I A RENOVATION ,, DO NOT SCALE DRAWINGS� Dimensions are to the face of structure unless otherwise P.O. BOX 1202 Vall, ColOredO 81658 date 6-20-05 noted . Vail Point, Unit 13 Tele 970-476-4506 Fax 970-476-4572 projec� ' � In the event of questions regarding the work or discrepancies in the drawings, notify 1881 Lions Ridge Loop � Architects immediately Do not proceed with work until all such questions and/or drawn - ' discrepancies have been fully resolved Val�, Colorado sheet f of2 � � � . CENERAL NOTES ` 1 LIVE LOADS USED IN DESIGN: 7 INSTALL SUITABLE EOGE SUPPORT BY USE OF PLYCLIPS. TONGUE AND GROOVE PANELS OR SOLIO VYOOD BLOCKING SUPPORTS, ' A, ROOF SNOW LOAD, Pf 80 PSF H, PREFABRICATED W000 MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND « B, TYPICAL FLOOR 40 PSF SHALL BE "BCI -JOIST" AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENCINEER TO BE CONSIDERED, C� IMPORTANCE FACTORS ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION CATEGORY 11 EQUnL TO OR GREATER TH/w THE SIZE SHOwN ON THE DRAW NCS wE6 BLOCKING 43��0�� SEISMIC FACTOR IE 7 .0 AND BRIDCING TO BE AS REQUIRED BY THE JOIST MANUFAC7URER. + ,Y SNOW FACTOR I$ � .� , WIND FACTOR IW 1 .0 I. LAMINATED VENEER LUIuBER MEMBERS SHALL HAVE THE FOLLOWING STRESS �� d€��,` ,.<<?-`ti4 „ CAPAC I T I ES: FB — 2800 PS I, E — 2.000.000 P5 I , FC — 730 PS I , FV — 283 PS I. BU I LT UP rj'—Q" 21'—O° ��—�� D. WIND MEW�ERS SHALL 8E CONNECTED IN ACCORDANCE WITH MANUFACTURERS' ' �t RECO�N�AENDAT IONS. CONTRACTOR SHALL HAVE THE OPT ION OF US ING 3 7/2" OR ��M1�� _ {� i' 3 SECOND GUST 700 A,PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ��'r•� �,:,.,,r FASTEST M ILE 80 tyPH 5 1/4" WIDE MEIySERS. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ - � F�,,-�_� 'y-t4 B - , � - h - F �i'� ,v � � - �'°_��-".-'r.� �'r s,�:�'-^� ? . . ' , i' ,i, _ r�„ ,i ,i, r �t:v' � c ExPOSURE � - _ - -- � 9 NON-STRUCTURAL ELEMENTS _ - ' - � -. `�Y°" II r' `J r� �;i :I, ..n< �, ,.,� rF' i� i�� ,i's.z � '��' �-•A' 'i':,- ' _�I'1 ,�`':�d- '4t'C.i._ �1,,'�C�' t �,i�,`..`x - ?i _ �r � 'S i, �� ,.� ;,,s�.F E. SNOw ATTA H T AND OR � — — — — — — — — — — — — — — — — — — — — — — — — � �- — — — — — — — — — — — — — — — — — — — — — — — --I I ��, , _ *�l��°,`x' SNOW EXPOSURE FACTOR Ce 1 .0 A, ELEMENTS SUCN AS NON-BEARINC PARTITIONS, ETC� C ED O / — - ' ' y',� r �.��,;��2E THERMAL FACTOR Ct 1 ,0 SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS ANO � ' = r I I I �' I ��"c' '� � �, ' �-� OTHER STRUCTURAL MOVEMENTS. ( �_ I I I „i` I � � � y` ' � F. LIVE LOADS ARE REOUCED PER CODE IF APPLICABLE. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIOED AND SHALL MEET � k C. COOE USEO IN DESIGN: INTERNATIONAL BUILDING CODE, 2003 EDITiON. A�� CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTIOn� SPECIFiED BY THE NEV�I (5 X 6 I �.'� I � 4r � �i' �,'r��`�,F ARCHITECTURAL DRAWINCS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED GOLUM I '�'= I I I I �i I �, t,�' ', 2 TESTING. INSPECTIONS AND OBSERVATIONS: UNRESTRAINED UNLESS NOTED OTHERWISE� ' I I � I : I ` I g `..�' � . A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION 10 GENERAL I _ I ''�' I `` '� � i ' _ STRUCTURAL ENCINEER MAY MAKE PERIOOIC OBSERVATIONS OF THE I ��' I I � CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REW IRED A. ENGINEER'S ACCEPTANCE MUST BE SECUREO FOR ALL STRUC7URAL SUBSTITUTIONS = & �'` v4 INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS �SPECIAL I '� I I I � , I p f � j ~ INSPECTIONS" AS MAY BE REOUIRED BY CHAPTER 77 OF THE INTERNATIONAL B. VERIFY ALL OPENINGS THROUCH FLOORS, ROOF AND WALLS 'NITH MECHANICAL AND i- +�k I � � '�^ C��k a'�'r' �.:;,� S� Fir ELECTR ICAL CONTRACTORS. VER IF ICAT ION OF LOCAT IONS, 61ZES, L INTELS AND � � EX�STING � �i ��;�,� i �� '_,', BU ILD INC CODE. REQU IRED CONNECT IONS ARE CONTRACTOR'S COM�LETE RESPONS IB IL ITY, - I - SLAB-ON-GRP.DE I , I i , �'° �.„.� 3 FOUNOAT IONS � � � � �'' � C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER � � I I ' I I , I � l, �� ' k d ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S nPPROVAL OF CONNECTIONS 1(1 � `` # - ' n � s A. MAXIMUM SOIL DESIGN PRESSURE 3000 PSF - I I I r I _ AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILE� ON I , ' B 7HE nlLOwnBLE SOiL BE/�RiNG PRESSURE ASSUMED IN DESIGN i5 3000 PSF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. RESPECTIVE SUBCONTRACTOR CONTRACTOR SHALL RETAIN A LICENSEO SOILS ENGINEER TO INSPECT THE SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC . REQUIRED FOR INSTALLATI�N OF I �� I � I ' FOUNDATION EXCAVATION. SOIlS ENGINEER SHALL VERIFY IN NRITING THE ACTUAL HIS ITEMS I I I , I � SOILS CAPACITY IS EOUAL TO OR GREATER THAN ASSUMED p, PROVIDE ALL ENBEDDED ITEMS IN STRUCTURE AS NOTEO ON ARCHITECTURAL� I f ' I I I '-' � Monroe & Newell C. ALL FOOTING BEARINC ELEVATIONS SHOwN ARE ASSUMED, EXACT BEARING MECHANICAL, ELECTRICAL ANO STRUCTURAL DRAWINCS. MISCELLANEOUS EMBEDDED I ��' I ELEvATIONS SN/►LL BE vERIFiED IN THE FIELD wITH ACTUAL CONDITIONS BY ITEMS AND ANCHOR BOLTS SHALL BE FURNISHEO BY STEEL SUPPLIER AND INSTALLED I I I t� I Engineers, II1C. CONTRACTOR WITH APPROVAL OF SOILS ENCINEER AND ALL BOTTOMS OF FOOTINCS BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A35, I '„ � I I I , I SHALL BE A MINII�IM OF 48" BELOW EXTERIOR GRADE. E, PROVIDE ASPHALTIC MASTIC-COATINC ON ALL STEEL AND 1WOD EXPOSED TO EARTH. I ' � I D. /►LL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED. NATURAL SOIL OR ' I I I '�_'� I Avon PROPERLY COWPACTED BACKFILL, APPROVED BY THE SOILS ENCINEER. BACKFILL F, SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL _ SHALL BE COtiPACTED TO 99X �MINIMUM� MODIFIED PROCTOR DENSITY PER ASTM STEEL THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO VIRITTEN REVIEW I ;; I I I ,,' I P O BoR 1597 D1557 UNLESS OTHERWISE RECOM�AENDEO IN THE SOILS REPORT, IF SOFT SPOTS a�RE OF SNOP DRAWINCS wILL BE ENTiRELY AT THE RISK OF THE CONTRACTOR, I 70BenchmarkRoAd,Suite204 ENCOUNTEREO REMOVE SOIL AND REC0I�PACT wITH APPROVED F ILL (RE: SOIL O _ _ _ ;� � � EXISTING � I I 1_ I � Avon,Colorado 81620 REPORT FOR DESCRIPTION OF BEARING SOIL)_ C. WATERPROOFINC, VAPOR BARRIERS, WATERSTOP, ETC. , SHALL BE AS SHOVW ON THE — ARCH ITECTURAL DRAWINGS AND AS IND ICATED IN THE SPECI F ICAT IONS � :i I GRAWL5PAGE I I I _' I � FAX(97p)949�54 E. CENTER ALL FOOTINGS UNDER WALLS, COLUI�IS OR GRID LINES I �� { ' ',: = - ;,,r,-',-; :', I EMAIL avonCir�monroe-newe com UNLESS NOTED OTHERWISE ON PLANS� H. ALL MASONRY ANO STONE VENEERS SHALL BE ATTACHED TO INTERIpR AND EXTERIOR L _ - - J I NEW (3)-2X6 I � I WALLS AS SPEC IF IED IN SECT ION 7405 OF THE INTERNAT IDNAL BU ILD ING CODE. � ` � I I GOLUMN I `�� I F. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON C01rPACTED } ' NEW �5)-2X6 I , _ _ _ _ _ _ _ _ _ _ _ _ _ J I Denver F I L L U N D E R F O O T I N G S A N D I N T E R I O R S L A B S—O N—C R A D E. � � ALL DIMENSIONS ON STRUCTURAL ORAWINGS SHALL BE CHECKED ACAINST FIELD AND I L _ _ _ _ _ _ _ _ ARCH ITECTURAL ORAWINGS G O L U M N f � Y� G. NOT I FY SO i LS ENG INEER wiEN EXCAV,4T ION i5 CObPI.ETED SO THAT COND IT iOr�S MAY I I I -, I 1 7 0 1 W k o o p S t r e e t,S u i t e 2 0 0 BE INSPECTED PR IOR TO PLACEMENT OF ANY F ILL OR CONCRE7E. J. CONTRACTOR SHALL vER i FY ALL ASSUMED Ex i ST ING COND I TIOr�S, I F COr�D IT IONS - - - - '-" ��-" � — - - f-� - - ,--',;s'� - - - ' Denver,Colorado 80202 ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER I Aaf� `I`J ';' r � *�'Nµ'l'' � ' I � r � �� '� FA�(303)623 6602 4 CONCRETE � � _� I ' I �'� EMAIL denver�a monroe-newell com A. ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, �' I �a' I � STONE AGGREGATE ANO SHALL SAT ISFY THE FOLLOWING REQU IREMENTS: I ,'� ' L _ _ - - � I 'F�� Dillon CONCRETE ITEM F'C MIX TYPE MAX �N/C RATIO R AIR REQ. 4'-O�� I I'-O�� - ' _ ,�„ � � Q 54 FOOT INGS 300o ps� Sro - - - - - - � 8�, �i � �'t_ I � � � � 765 West Anenome Trail,Suite 202 B, FOOT INGS SHALL NOT HAVE JO INTS IN A HOR IZONTAL PLANE ANY STOP I ,', I — � Dillon,Colorado 80435 F- �. (970)513-16W IN CONCRETE VIqRK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS � ( Q � - FAX(970)513-7272 r -1 I I ANO HOR IZONTAL SHEAR KEYS UNLESS OTHERW ISE SH01M� ALL CONSTRUCT ION JO INTS � r' I I q' q I/2,� � �" � OI I N z� EMAII. d�llon@monroe-neweA.com SHALL BE AS DETAILED OR AS REvIEWED BY THE ENCINEER, EXISTIN6 —� .^' � I _ FOOTIN6-�. � ;;+ � ry �I I � �Q .� C. ALL CONCRETE WORK AND REINFORCEMENT DETAILINC SHALI BE IN ACCOROANCE TYPIGAL � - I I L - - - - - — J _ WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTNERWISE USE ��"y I ' '- � � � m� � �- W N STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERwISE, ALL ExPOSED EDCES OF � _ ^ 'i l��l~S��I,�r�'I��=�I%JtJ�f I ,;''-'"� iy'-I+ Y,�!<',��*'- � µ , ��'i�LV CONCRETE wORK SHALL HAVE 3/4 INCH CHAMFER, '� � � ,�` „�,}•- -61Ir- ,�' j `' -,i ' Z 3 � N ��r{,- j � _ �W � �3 � — — —i .;,, � Z W ", ��; ::�,� S REiNFORCEMENT 1 I • -o �r a � � - � ',, � X `� �; A, ALL REINFORCINC SHALL BE HIGH—STRENGTH DEFORMED BARS CONFORAAING TO ASTM T AN H S WH ICH SHALL BE I 1�,' I �� I '�;� I m I 'f�� I W 'Z�7 � A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLA E C OR A DEFORMED BARS, ASTM DESIGNATION A875, GRADE 40 OR ASTM A706 GRADE 80 _ — J ?� — — — — — — — — — — — — — — — — — — — — -J L — — — — — —� — 'V r ��na. ,� - �r_. -- _ ., _- - - ;�, , ,.� - r y� ,,�.�.�. �� x - _ � :�`'� 1�. ��' _i :�- .1 �f_ „�-^ a, s��:.r'"--�Kf il ;v'f� i'��i,:� .,:�' .�''; li;: I B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 CRADE 65 AND SNALL 8E - - = _ _ LAPPED ONE FULL �AESH AT S IDE AND ENO SPL ICES AND wIRED TOCETHER _ _ ^ � _~„_ _�_ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — —— — — — — — — — — — — — — — — — J C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: �� 1 , CONCRETE POURED AGAINST EARTH 3" NEW (3)-�X6 ! 2. COt�CRETE POURED IN FORMS (EXPOSEO TO wEATHER OR EARTH) 2" GOLUMN � 3. COLU�NS ewD BEAMS (T I E BaRS) � -�/2" WALL I 6 TY�PIG LTION 6�'"�� y D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7•5, 7,6 AND 7.7 OF ACI 318, LATEST EDITION. 31'_�i (/�" 12'- E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT nS DETnILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER, LAP SPLICES, NHERE PERMITTED, SHALL 8E A MINIMUM OF 48 BAR DIAMETERS FOR y6 BARS AND SMALLER, MAKE ALL � O�N, � J�� I O I `� �}� �� BARS CONTINUOUS AROUND CORNERS, 5 F, PLACE TNp N5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINCS IN I/4" = I'-O" CONCRETE wr►LI.S, SLABS, AND BEAMS, ALSO PROVIDE Twp /5 X 4'-O" OIAGOw/►LLY AT 'pA p�� EACH CORNER, w`I� f��AJL �� '� l�ls W = 6. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANCE BEAMS �A * ' wHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS NHICN ' '• "_'� a�''�r �u�� SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500. CRADE B, LATEST � EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION MISCELLANEOUS Ety6EDDED ITEMS SHALL BE A38 STEEL. FOUND�TION NOTES: B, ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLEO TO A MINIMUM SNUG TIGHT CONOITION, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED I. �IELD VERIFY �.LL EXISTIN6 GONDITIONS. NOTIFY STRUGTURP�L OTHERWISE, ENGINEER IF GONDITIONS .°•RE DIFFERENT THAN P.SSU D. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE Q � LATEST PROV IS IONS OF n iSC "MANUAL OF STEEL CONSTRUCT ION." 2. ALL FDOTIN65 IN GRAWLSPAGES SHi�.LL BE BP.GK FILLED WITH O. EXCEPT WHERE DETAILED OTHERISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER GOMPAGTED STRUGTURAL FILL TO THE TOP O� THE FOOTIN6 � AISC �MANUAL OF STEEL CONSTRUCTION" (ASD�, TABLE 71 -A AND/OR AISC "SIA�PLE SHEAR MINIMUM, UNLESS IVOTED OTHERLVISE ON PLANS OR SHOWN ON � � CONNECTION MANUAL" WITH A325 N BOLTS �OR WELDED EQUIVALENT� TO SUPPORT SEGTIONS. O � 60'1L THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM nwD SPnr�. 3. GONTR?.GTOR TO GOORDINP.TE P.LL DIMENSIONS p.ND DETAILS � � E. ALL WELDERS SHALL HAVE EV IDENCE OF PASS INC THE AMER ICAN WELD ING SOC IETY WITH ARGHITEGTURAL DRAWINGS. � � � STANDARD OUALIFICATIONS TESTS AS OUTLINED IN AWS—D7 1 . ` T PER A ISC TABLE �2 a euT rvor �ESS niAN s/�s� CONT INUOUS 4. GENTER FOOTINGS UNDER WP.LLS .°•ND GOLUMNS UNLESS � F. MINIMUM WELDS O BE � O FILLET UNLESS NOTED OTHERWISE. DIMENSIONED OTHERWISE ON FOUNDATION PLAN. C� FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT 5. REFER TO .4RGHITEGTURAL DR.4WIN6S FOR STAIR FR.4MING DETAILS � •O SLOTS IN CONNECT ION MEW6ER ONLY (WT-SECT IONS, ANGLES OR SHEAR PLATES) AND LP.NDING SLAB ELEVATIONS. � MP ARY BRACING AND PRECAUTIOtJS NECESSARY TO COAAPLY WITH ALL � � H. PROvIDE TE OR STEEL ERECTION STANDARDS AND TO WITHSTANO ALL CONSTRUCTION AND/OR LATERAL F7. /'.LL SITE hIALLS NOT SHOWN ON THIS PLAN SHP.LL BE BUILT PER LOADS UNT I L ALL F I ELD CONNECT IONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS aRGHITEGTURAL LANDSG/'.PE PL/'.NS, DETP.ILS AND ELEV.4TIONS. AND DECKS ARE IN PLACE. SITE WALLS SH�LL NOT BE GONNEGTED TO THE BUILDING UNLESS •� 1, STEEL FABR ICATOR SHALL NOT RECE IVE ADD IT IONAL COIrPENSAT ION FOR SHOP NOTED OTHERWISE. � � DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINCS PRIOR TO ENCINEER'S APPROVAL OF ERECTIOw ORAWINCS. 7, NON-SHRINK CROUT A NON-SHRINK GROUT SHALL BE PROVIDED: 1 . BETWEEN COLUMd BASES AND CONCRETE OR �AASONRY SUPPORTS. 2, BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS� 3. GROUT SHALL BE CObPLETE AND HAVE A MINIA�JM COA�RESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDINC BUILDINC LOADS ABOVE. 8, WOOD A, ALL FRAMING AND TRUSS LUAABER SHALL BE ORY DWCLAS FIR, LARCH, GRApED 8Y WESTERN WOOD PRODUCTS A550CIATION ANO CONFORMING TO INTERNATIONAL BUILOING CODE AS FOLLOWS: 2" THICK - 4" TO 8" w�DE (�LL STUD ONIY) STUD Fb � 700 PSI 2" TO 4" THICK - 8" AND WIDER NO. 2 Fb � 900 PSI 5" THICK - 3" AND WIDER N0. 1 Fb = 1330 PSI NOTED ALL.OwAeLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO Date 7/11 05 ALLOWABLE STRESS INCREASES B. VMiEN PRESERVATIVE TREATED LUh6ER IS REQUIRED BY CO�E ALL CONNECTIONS AND NAILINC SHALL BE ADEOUATELY GALVANIZED (DWBLEDIPPED OR BETTER) Drawn By C. TREATED SILL PLATE LUN6ER MAY BE HEM-FIR, STRUCTURAL �11 GRApE. . Checked By HS D. PROVIDE METAL CROSS BRIOGING NOT OVER 8' ON CENTER FOR ALL 2X V100D JOISTS. SOLID BLOCKINC BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQU IRED, Project No. 6794 E. FASTEN ALL V�qOD MEMBERS WITH COM�AON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 230a-9,1 UNLESS NOTEO OTHERw15E Revisions F. LAMINATED BEAMS 7 , ALL LAMINATEO MEA�6ERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 PERCENT MOISTURE COn�TENT IN ACCORDANCE WITH wCL18 AL� SIZES SHOYw ARE NET. 2� LAMINATED MEWBER SFIaLI. 8E DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESICN AND FABRICATION OF , STRUCTURAL GLUE LAMINATED TIty6ER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F, FOR CONTINUOUS � MEMBERS AND CANTILEVERS AND 24FV4, D.F FOR SIMPLE SUPPORT MEbIBERS MEMBERS SHALL BE DESIGNEO WITH ZERO CM�BER WITH TOP SURFACE CLEARIY STAMPED ON EACH MEb6ER G. PLY1M1000 DECK AND/OR ORIENTED STRAND BOARD. � 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL � BE IN ACCORDANCE wITH REC0I�ENDATIONS OF THE AMERICAN PLYw000 Q ASSOCIATION, �"� 2. EACH PANEL SHALL 8E IDENTIFIEO WITH THE GRADE—TRADEMARK OF THE � AMERICAN PLYW000 ASSOCIATION AND SHALL MEET THE REW IREMENTS OF � U S. PRODUCTS STANDARD PSI. LATEST EDITION FOR PLl'VYpOD ALL PANELS � VNiICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE � WEATHER SHALL BE OF THE EXTERIOR TYPE. N3, FOR FLOOR INC USE 3/4" T&C STURD- I -FLOOR SHEATN INC CLUED /WD NA I LEO � WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDCES ANO AT 12" ALONG INTERMEDIATE SUPPORTS. ' g`$ i 4, FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILEO � ��•`■� � WITN 10D NAILS AT 4" ON CENTER ALONC PANEL EDGES AND AT 12" ALONG {�� q� �p� INTERMEDIATE SUPPORTS. \ E IV RGV�G{1fJ 5� EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR � y OSB SHEATHIN(1 NAILED WITM 8d NAILS AT 6" ON CENTER ALONC PANEL �` STAFF APPROVA� �. 3 EDGES AND 12 ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED. � � 6. FLOORS AND ROOF SHEATHINC SHALL BE INSTALLED WITH THE FACE CRAIN � i „� � � � � PERPENDICULAR TO SUPPORTS WITH ENO JOINTS STAGGERED. � � ��°i'�. � � ~ � vv� �� V \ r{ % N �. m _ ` j O vi p ' m S� 3 /I,Q> � =0< ....,, i�a.., � � �,� �.�. � - +k�`{A �,,r�� ,r 1;;:;�y�, � ��,;,�.� yt �F�J )� YL� Y. : 4 � ��k,��_.�:� �x �'�� —� � �=�� h �� ,t 3 ie�i' k';'�^.,.*z.�t' ,�f t4�'.�,+i � ,~Z�y`- � $';. j , ?i�`�� + - � ,_�` �, IF-^��Y3^� `�: �`:•c y.� � �i �„}� .y,�,� � 4 ��,: ,�.y � �;' 'vg � � 1 � Monroe & Newell Engineers, Inc. Avon P O Box 1597 70 Benchmazk Rond,3urte 204 Avon,Colorado S 162A (970)949-7768 FAX(97p)949-4054 EMAIL avon�a monroe-newell com Denver NEW �5)-2X6 1701 Wynkoap Street,Suite 200 GOLUMN Denver,Colorado 80202 (303)623-4927 FA�(303)623-6602 EMAIL denver�a monroe-newell corn NEW (3)-2X6 � UJOOD FR.4MINC� NOTES: GOLUMN UP -� ONLY � Dillon i � I12'-5 I/2" I P.LL WOOD FRAMING JOISTS SHALL BE BGI TYPE JOISTS P.5 765 West Anenome Trail,Suite 202 'V' i i SIMPSON IUS K l� MP.NUFaGTURED BY BOISE Gi►.SG�DE GORPORP.TION. 1�LTERNATES Dillon,Colorado 80435 � HAhIGER TYPIGAL (�? TOP OF SHi+.LL HAVE EQUAL OR GREATER Gi�Pi+.GITY P.ND 5HP.LL BE (970)513-16W � � i � PLYWOOD � REVIEWED BY THE ENGINEER OP REGORD. FAX(970)513-7272 EMAII. d�ilon@monroe-newell com �W Z i i W SIMPSON IUS � Q V 0 � �---NEl^l STUD NEyy �� m HANGER TYP, r 2. "V.L." INDIG.a.TES �/ERSA-LAM B��°.M5, AS MP.NU�P.GTURED BY BOISE J O� i i �LL A E BGI/600 ?.T I'-4" GASGADE GORPORP.TION. ALTERh1P�TE5 SHALL HAVE THE SP.ME OR �� i � GREATER GAPAGITY AS LISTED IN THE STRUGTURAL 6ENERAL � ,�,Y,•� �,�� m -�Z W i i NOTE5. ��' `c�, �W� � � 8 NEI�I 12" tV . Uf lY? i i g4 BGI/600 " 3. � INDIGATES GOLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOT�D w p �� z � z I I I10'-O" AT I'-4" ON PLANS. ° � � �� i i TOP OF J OPEN ,¢, � INDIGATES GOLUMN UP AND DOWN UNLESS IT BEARS ON � 26799 W m� i i NEW (3)-2X6 PLYWOOD 12 � GONGRETE WA•LL OR FOOTIN6 BELOW, OR IT IS LABELED UP ONLY. Q � i G O L U M N U P 5 4 ;p 5. < > I N D I G A T E S T O P O F B E�4 M E L E V P.T I O N O R P L A T E H E 1 6 HT E L EV/�TION. ONLY - SIMP50N ITT � 6. �— INDIGATES TOP OF STRUGTURAL FLOOR SHEATHING � f HANGER TYPIGAL m ELE1/ATION 4� �Y SI MP50N S I MPSON � NEv,t (5)-�X6 HU HANGER HU FI.4NC�ER � HEa.�ERS SHaLL BE (3)-2X8 Ut,1LE55 HOrE� oTHERWiSE. p.LL � �� GOLUMN �3�_'�� HEADERS SHALL BE BUILT OUT TO 5 I/2" �3 I/2") W�DTH BY ADDING PLYWOOD SPAGERS A5 REQUIRED. 54 WIOX33 J J J NEW 12" <IOq'-G 3/4"> NEW 12" � 2X6 P.T y �I/450 b. ALL GOLUMNS SHALL BE C3)-2X6 DF#2 UNLESS NOTED OTHERWISE. I'-4" AT I'-4" BGI/450 ry (V q WOOD GOLUMNS SH/�LL BE GONTINUOUS FROM FLOOR AT I'-4" STP.IR ^ ^ ,� TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO tV �V NOTED GOLUMN SIZES AS REQUIRED. ' � W ` 51 MP�..�ON HUT� J HANGER J �2�'12" VL NEW 12" i i 10. � INDIGaTES INTERIOR BEARING Wi4LL5. FLOOR J015T5 � � - SIMPSON BGI/45�O � i BE�RING LOGATIONS SHALL LINE UP WITH STUDS BELOW. r . , N HU HAN6E p`T ��-'`4 i i NEW EXTERIOR II. ALL EXTERIOR YdALLS SH?.LL BE GONSTRUGTED USING 2X6 � � ^ � i STUD WA.LL STUDS A�T I'-4". REFER TD EXTERIOR WALL DETAILS FOR ADDITIDNAL m � i � INFORMATION. Q I I M OPEN c�4 ^ ry ` 12. P.LL BEP.MBEAM AND BEAM/GOLUMhI GONNEGTIONS SHALL BE `• , � M?.DE WITH SIMP50N STEEL PLATE GONNEGTORS UNLE55 NOTED Q � � SIMPSON c�y EX19TIhlG [4)- OTHERWISE. HU FiP.N6E �' �X6 GOLUMN OPEN REMOVE EXISTING � � ENTRY WALL 13. RE: .4RGHITEGTURAL DR.°.WINGS FOR LOG.4TION AND 51ZE OF �� , � (�)-I�" LVL ROUGH OPENINGS IN WOOD STUD W�LLS. � 0 � r 14 RE: �.RGHITEGTURAL DRp.WINGS FOR HANDRp.IL AND ST.41R � .� � I I v BGI%450 I i FRAMING DETAtLS. W � � p.T I'-4" j � ` / � 15 P•LL EXTERIOR WALLS SHALL HAVE GONTINUOUS STUDS FROM � O � i i FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDING RAKE WP•LL5). i i 16. FIELD VERIFY ALL EXISTING GONDITION5. � •O 3'-O" � � � NEW (4)-2X6 J � GOLUMN � ' p N l.� �'�'� � � � �� fi��1� f 1�1C� �'� �1�1 I/4" = I'-O" � Date 7/11/05 Drawn By SBK Checked By HS Project No. 6794 Revisions � a 0 � N � n u� 0 0 N `r y a �. -r�.,-�-,-.c �--�--\ l-,'1 S F'' f�1J V Y�� Y� ., , °�� , W ��SIGN R�/1� .� n; ; ,�� .� � N �a� V,f �,�—,��-;� , � .' .�}`� � S7AFF API'ROVA��. � a !.y'r,a`:.}u ,—8 .t "-_-:.�Ji J �, VI Q' �� 4"�� ; � � - �, --� . ti � � °' �'�`��ty �__—�.---__ � N w . �� m �_�.-�, ��'��F� - " / O .ba�.,."��.�,.,. _.�._,.,.�..._�...__ _ " m � oo� g i %1�� r ! t =O Q ..J / � �..... \y \ � � � . o 'F n 3i't `f'`3 ' F+"S '''�3'n,� - J� p ^ Yrpr�� µ�i`�2�� ^'�"�:'?,$i. >`�:,t z R ,'� �' ��k� Y { ;` � [. �'{s �}y� s�h`�Vi`.'l �� +e��4.�, � : `��7,"'*,R'�„i s,i i,' '1^Y�i"E_ �,{� r � rS - u c.• ��w4i 'at�',, ��`�`V` ' '- � r��,s;^ `�� *�"_ � ��it�' � ,� � '��FJ ��_5''4a, ,+rrT.M��j, p1��'6 �#yT;�� . � '�M� � Monroe & Neu�ell Engineers, Inc. Avon P O Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (97�)949-7768 FAX(97p)949-4054 EMAIL, avonQa monroe-newell com NEW (3)-i8° LvL Denver NEW C5)-2X6 (LOW) EXISTING I6" TJI 1701 Wynkoop Street,Su�te 200 GOLUMN Denver,Colorado 80202 ROOF JOISTS FAX(303)623-6602 (303) 23-4927 15 � - EM env monroe-newe] com 54 (3)-2X6 NEW (3)-�X6 GOLUMN Dillon EW (3)-16" VL (SLOPIT�t6) � i�00F F 1�.4M I NC� N O T E S• � West Anenome T ,suite zoz Dillon,Colorado 80435 NEW 2X1� � (970)513-1600 � FAX(970)513-7272 �m AT Z'-O" �y � I. ROOF SHEATHING SHALL BE 5/b" C40/20 SPAN Rf1TING). STAGGER PANEL END JOINTS EMAII, dillon@monroe-newell com Z �a EXISTIN6 I6" TJI AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL ED6E5 AND I'-O" MAXIMUM W�� I RODF JOISTS OTHER SUPPORTS, �X W SIMPSON LSSU � ��(1� H�NGER TYP. 4 +� I NEW (5)-�X6 �. RE= aRGHITEGT FOR ROOF SLOPES AND BE/�RIN6 PLATE HEIGHTS NEW 2X12 Z� �' GOLUMN NOT NOTED. = NEW (4)-14" VL EXISTING I6" TJI AT I'-4" ��'�'"d`��''�"�'�'"� .4T 2'-O" :s °� . , ROOF -- ROOF JOISTS 3. /�LL HEADERS SHALL BE (3)-2X10 UNLESS OTHERWISE NOTED. P.LL �, yr° �5,.�� HEi+.DERS SHP.LL BE BUILT OUT TO 5 I/�" OR 3 I/�" WIDTH BY ikDDING -'.�� x; JOISTS 5 \ry " PLYWOOD SHIMS fLS REQUIRED. '�� . 54 'I' EXISTING 16 TJ 4. .4LL HEADERS LONGER TH�.N 6'-O" SHALL REQUIRE TWO TRIM ; �' GO UMN A�?O� �Yry RODF JDI STS STUDS P.ND TWO K I N6 STUDS EAGH 51 DE 26399 ,� l �� y 5. ALL J015T HANGERS SHALL BE 51MP�,�ON LUP, WP OR L55U TYPE EXISTING �X UNLESS NOTED OTHERWISE. NEY�I (3)-I6" YL (SLOPIN6) � BEARING WALL 6. P.LL BE�M TO GOLUMN GONNEGTIONS, BOTH TOP ?.ND BOTTOM � � '. r- SHALL USE SIMPSON PL.4TE GONNEGTORS UNLESS NOTED � ' OTHERWISE ON DETP.ILS. 54 m 3 ��2� '7. P�LL EXTERIOR W�.LLS SHALL H.4VE GONTINUOUS 5TUD5 FROM W FLOOR TO ROOF (INGLUDIN6 RikKE Wi4LL5). Z NEW (5)-2X6 ROOF JOISTS NEW (3)-�X6 8. � } INDIGATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. �'� GOLUMN GOLUMi�I � � 4,��; G. SEE SHEET 51 FOR GENERAL NOTES. .,�,�,,,�,, OV�RFRAME t { 10 RE: ARGHITEGT FOR GHIMNEY SIZES AND LOG/kTIONS NOT NOTED ON STRUGTURAL PLANS. � r a �i�� ,'<<�.�_� �, t��.,,i '.+.�'�,`,,, � -�!��'� '�'' ` � � I I. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE P05TED �� r �' � '-'�'�'�''_ ' REMOVE EXI5TIN6 � � � �_ �� 2 � �k_� '�,� .�,y�_ � DOWN TO MikIN FRAMING ON A GRID NOT TO EXGEED 4 O X 4'-O" (16 FT ) � ,�� , ;� ,, ENTRY WALL � i i ',-� ��„� ," " �I � � i 12. FOR ADDITIONp.L NOTES AND DETAILS SEE SHEET(5) 54. �''t 1 c,,� � w i i J � ,= 1` �=; J I i i lV i3. �LL GOLUMNS SHALL BE (3)-2X6 DF�2 UNLESS OTHERWISE NOTED. M EXISTIN6 16" TJI �I � � � � -�� ROOF JOISTS � W i i l�N 14. FIELD �/ERIFY ALL EXISTING GONDITIONS. exis-riKG ut'4 � = z� }� (2)-Ib" TJI �m (V � i i �'0� � � AT I'-4" z — X � � Jl—W ROOF JOIS 5 �� X �3 N i i X X m 0 x 0 ' sa m i i W° � �:+ � � W� � � i i � W � � XISTING (4)-�X '�I i i � � � OLUMN � i W � � O •� z! � � � � � � - W � o- NEW �X6 EXTERIOR � '�� ENTRY WI�.LL � � N �� I/4" = I'-O" � � Date 7/11/05 Drawn By SBK Checked By HS Project No. 6794 Revisions � a � � N N n � O O N � � � ... ^,.,.�..,... . � "��,:�'-,r �� r.�� `" ��„ � 0 � � ��, • ^' � L� � ��SIGN Ft�1/I��.� � �F�4 , � `—'_—�� ,� r��11� � � �_�a ''� ,� �TAFF ,�►PPI�O!!A� �;�� — �1// � � iy_��9�,.r��. � a � � � tc�_y.,-�.Jm�� V � Y (/j -_ ' m f ; � � �,�m�' —_ -__ _--�—^_�--- �,��: � � - ` m oQ , �V -- - - � o� � _r�.._,._ _ _-___ �`TAFF• a � g i ��.-,� �t��J.,w_��J6._..^ _ ..._.�..3 aoz = �� =o< ...... �.4. � _- �° W� � - - REMOVE—�I i � EXISTIN6 � � . NEW HSS 6X4X3/b \� EWX�T LRIOR i i _� BENT BEAM WITH NEW 2X6 EXTERIOR 2X TOP PL�.TE .4ND , �, WP.LL WITH SHEATHING � � ° I/2"m THRE�4DED � � ROOF SHEp.THING � EXISTING EXISTING 2X8 i i ' �� 6 FLOOR JOIST i i �;, ys RODS AT 2'-O" �. �, , F --. ' 2X8 DEGK s } ` � � �i �� T I �a� ��",.'I'r,'I,:i !' �t'�I, 't�r�l �� ' - ��'i I .�f,�� i�`,}I,',�' .��e-.7� u � �� JO 5 s`��s},° t �' � BLOGKING AT i,- .� � , , ::�, ',� „ , , � ; a.,.-;"_� , i, _ � ��_, . ��'��' ��'� �/� EAGH SP.4GE i : _ ,�r.�,,.,�,� ;�t � �,�,,'� r�,��,:.�, E.�:_ .�� '�,. ,,;'�,', •,�,-�','�;,`. � ,�t i, � �s, �� .,, ��. ; -,' ;";�. �r� _,�, � .� `, �� ' � ROOF J015T , p•oo0,�p°o°.O, � _ - rt��y' ' � '`'_: � . RE: PLAN •o 0 0�•0•o a o:•0 � �,, �� '� ., ,��l��6 '�� 51MP50N H�.S AT � c� •��c�� ,, ;,:�' ,:,,e,- �,, r . � �� C� � O� � � AGH JOI ST � P ATE �_,k�-i I � I I E �M �, ,�� ; �; ' `'.�; � E � BEVELED L EXISTING (3)- ' � � � _ -!�`�'�` � ,y '*� �� 3/4" = I'-O" 2X10 BE�.M � cw�w�9Pnce �N -', ��'y,,, ..`�, �.- � _'�� FASGIA RE: ARGH � � �'�� _ �� ,«+��- W ,_y i�ti�� {� { �r._ NEW �3)-2X6 ' (MATGH EXISTING) NEW (3)-2X10 �� "_`-�'�i &_ , ' �` � GOLUMN � � EXTERIOR STUD WALL TREA�TED BEAM _ _ _ _ _ _ � � �;��f � ��,��'` Q WITH SHEATHIN6 �� ' ''', � /� ' ,�,.°>` � f I/4" X 3" X I'-4" X O'-6" BUILT UP BE?.M y — —i1T�I—�TI— —ITI�I I—II' ,' "�_, t �� _ < �, BENT STEEL PLATE WITH RE= PLA1V '�` " �' �,� ��"`' ' (2)-I/2"Q> X 4" LAG- '_� _,_ �GRANLSPAGE '°� y ^ ��.�F '�� ;° BOLTS INTO VL BEAM ' � � � ;� � � �� '�; ��„t� �,.F'�',Ri;� tyrji. � �3 , .;,=, f�, k y : NEW I/4"XI'-O"XO'-4" _ ;,,�,;�', ,. � . r-� �, s' .� EXISTING ROOF � VL BEAM RE PLi►.N, �1t"' EXISTIN6 � =':'�` (� STEEL PL.4TE WITH (2) 3�16 m � JOIST I SLOPIN6 1^IITH ROOF �,1� � ,) �U LD.4TION [1 ' � 3/4"m X 4" L.4G-BOLTS NEW I 3/4" X 16" V.L. JOIST �� i�`{;'Y1'"' 11 t � ' � EAGH SIDE WITH �� '�'� �� f:-'' (' � , '. - (2)-ROWS I/2" N THRU-BOLTS "° '''�-'- �i I : ,,', N �T I'-O" STAG6ERED � �N Monroe & Newell - ��° " Engineers, Inc. NEW VL ROOF BEA�M �t �� I �� ../� C � I O I `� I (SLOPING WITH ROOF STEEL BE�4M RE: PLAN 4° - - JOISTS) WITH 2X TOP PLATE ikND ' � ' � 3/4' = I'-D" Avon 3/4" = I'-O" P.O Box 1597 I/Z"m BOLTS P.T 2'-O" 70 BencAv nk Colorado1816 0 EX 15T1 N6 RDOF 3/b" X 4" X 6" m EMAIL avon�a monioe-�w e�om STEEL PLp.TE WITH EXISTIN6 ROOF JOIST (2)-3/4" � BOLTS — SHE�THIN6 _ ; -��;'�_� ��- Denver NEW I/4" X 3" X 10" X O'-4" ` "'� NEW 2X6 STUD �� 1701 Wynkoop Street,Su�te 200 BENT PLATE WITH (Z)-I/Z" m K b" WITH IOd N.+S.ILS AT 6" " � EXISTING �'"? "� Denver,Colorado 80202 LP�G B O LT S INT O ST U D-PP.GK G O L UM N , ,`,�;'',�,-, � ;�„ � EXT�RIOR (303)623-4927 2X12 LED6ER WITH ` ',�' ' =''' STUD WikLL ''�`„� FA�(303)623-6602 I i �,5��'.-i(i f' (4)-Ibd NAILS AT I'-4" ��_ _ ' : :., EMAIL denverQa monroe-newell com �NAIL THRU-PLYWDOD) � �;�;;`�;� ',>,;;5-,', ��rl� ', ��... , ,�. � ,�,;,' �:, , ' , .' � ;;�;, ,7,,'�;,,, �� C � I O�l 11 -_��-- � � � i=�� =�-�� Dillon i: „i, �i�_q,?�,a.J� t.S,�f,.i i:�,� ��r'�'r��i ..'J+ � �'+i�"`i� �I'.`I'' I �i- •��r'�i1' ��ty �i�,l'+i,,�;�� ,-ii�sa �r:i �t, k�*y=� ,I,. 3/4' = I'-O" ROOF JOI�✓-T �� : _��=r. ,�,,,._ ,� =�=, �-,,r , .,, �s,,�5-, ,F�, _,,�r'= 765 West Anenome Traxl,Stute 202 RE: PLAN WITH `'�.f=",<,�,�i' �;"�'�r,=��'' - - ' , Di11on,Colorado80435 L551J HP.NGER ` .� '� ' '"`'� EXISTING R�OF ;'�- - (970)513-1600 �; . ' � �. � , Ff1X(970)513-7272 ----------------------------------------------- ��,r� - JOIST ;>'- ';� RMAii. dillon cr monroe-newell com O O O O O O � �' � — � ? � - i�, '' NEW RIM .lOIST _ _ 4, ,_ ,- � �`I - - — — _,,,?; FLOOR SHEi►.THIN6 BEVELED PLATE I�I �1— ,;'r,5� �� 0 0 0 0 0 0 <Xx'xx��> i '�°��',,J,„ `�;�d�'�°�2�� 2X BLOGKING FOR ''�'�` ' "a EXISTIN6 FULL JOI�✓-T BEARING �:��. �;��;•� NEW BEAM ,�� '��'�;•�� NEW 2X6 STUD �' ' FOUNDATION �°: _.,,,,, _ RE. PL�.N V�IITH � � .�``�y��, WALL AT I'-4" � , , WALL , .�y��`..�_-�`,, 51MPSON LUS � WP.LL SHEATHINC� � ' ;� ``''`�'"' "- HPrNGER = '' ;� ''' �'` 26799 � , :r ,r� ' t<<'rp � 1'-O" NEW 1 3/4" X Ib" v.L. i,-+�``'�P r�'i'i" �%';�M� NEW BUILT-UP BEAM '� ; EfaGH SIDE WITH '��'=,' �''�� (�)-ROWS I/2" � THRU-BOLTS -',,;,� f,��.r.�,;�.� ;,i.`. -'" �� C � r �� FLOOR SHEATHING � �� ;��',,,p�: ^�: I aT i -o STp.6GERED , ,�, NEW BGI JOIST FLOOR JOIST EXISTING 5 I/8" X 15" GLU-LAM �� .,�"'v,�.:.;�=-'� �;�° 3/4" = I'-O" NEW BGI JOIST RE: PLAN ,�' '-,,, +��`Y ,� � ,,'=,.�,_,r ,�. ..�„ i i;,.�n'r:,i• 1�ar '�`t�,i I ' _�6.1'�',7�� ,I: J'�� —� ��,te ;��;�5j'"`i�tii'f' NEW BGI RIM r` .�'`� _-;i'z.z",';'",': a� � � f Ol�l �1 �� -�� T 3/4" = I'-D" NE W (�)-2X6 TOP . PL.4TE �� t ( O� I � � � �� 5 _,. 3/4. _ ��_�� ,;��',�' RE: ARGH � ,,_'r''�' EXISTIN6 2X6 STUD W/�LL W M � � � ROOF SHEATHING � �� C � I Oi�l 12 � � � — o � 3/4" = I'-O" 2X12 LED6ER GUT � •� � � INTO STUD WALL � � � DO NOT OVERGUT �y � EXTERIOR STUD WALL / � WITH WALL SHEATHIN6 � O � EXISTIN6 ROOF � •O SHE�THIN6 '_ ,,; _-, FLOOR SHEATHIN6 � ^, ^ ,,',, ,,•, �� W Li . '..-„ � EXISTtHG 16" �„'�_;.ja:�` ,�� }� ROOF JOIST RE: �' �� C �' � 01� 3 J � TJI RAFTER ,,;ry,,�,�y,�i. PLAH WITH LSSl1 �_ _',;, .,,.,;�, HAN6ER �, _ •� ;, ,',• , ', _ _i, _y;LL4; _ 3/4' I'-O" � .',,, �,�J�',�''`f'�'� j �A,,'>��f A"; _,� NEW I 3/4" X 16" V.L. � f` BEVELED PLATE �2)-ROWS I/2"� BOLTS � ,�,.:, ' " ' ' ` `" �'r"'' EAGH SIDE WITH ? - .4T �'-O" STA ,�;,�; ',,,",��, ,,'�y�,�,,;.',,, GGERED ,'{ , ,,�'t,;,a `;'�r �L,",,,y' '_ . (2)-ROWS I/2" Q� THRU-BOLTS ::,r,i (y ' �- =�'" �''s��, .,,�:.,-. ''. - 7,. - .4T I'-O" STA6GERED �,,r,,;y ; -,.,,�„�,�', ,� ROOF SHEA.THING 12 -�� _� � ° -� ' �-- �~ � EXISTING 5 Vb" X IS" GLU-LAM � � -.�, , ,".'J'�^�-,-`''y'„ �� FL�OR JOIST 6 '' �' ��''k' `'; � BLOGKING REGtUIRED RE• PLp•N WITH - ;; �',�ry,,�ti',�,� `'� �7 .4BOVE BEAM HU FiANGER � /� V J `,';, `��' NEW GLU-LAM ROOF ;,�,"' BEaM RE� PLAN �� C � I O I �l � 3/4" = I'-O" Date 7/11/05 ROOF J015T RE= PLP.N �� C � � O I V � � RIDGE BE�M HANGER P�N LSSU Drawn By SBK RE. PLP.N 3/4" = I'-O" �� I O I � T Checked By HS 3/4• = i�-o�� Project No. 6794 NEW 2X12 LEDGER `�.,�`�� GUT INTO STUD WALL ;�';; DO NOT OVERGUT ROOF SHE�TH11�16 ROOF JOIST WITH Revlsions .,� ,,._ FLDOR SHEATHIN6 �/L BEAM WITH I/2" m LSSU HANGER �� '��, THRU-BOLTS AT 2'-O" ir,�,,�„ FLOOR SHEATHING EXISTIN6 2X6 r�� . STUD Wi+.LL `- '- STAGGERED � fj"{'' � � FASG1.4 F2E: ARGH j ,�';'�,, (MP.TGH EXISTIN6) � � � ,` . i,, z..��. � 1`=_, Q ��.�'�� N ';',=,,.,, VL RIDGE BEAM N ��=,� SI MPSON H2.5 RE, PL�.N �'' ' GLIP EAGH SIDE n '� = ,� :�`��' � BGI JOIST RE� PLAN �/L JOIST RE� PLAN HSS 6X4X3/8 BENT °o ,;a,, WITH SIMP50N IUS STEEL BEaM WITH N i";� HANGER EAGH END I/2"m THREP.DED � ''�,;,f�� RODS WELDED P.T `' 2'-O" ,�' `�`��• NEl^l BGI JOIST a 'r�,.y,�;, RE: PLAN WITH �.�_�-�-_ — ��^� _ �' m � IUS HANGER -� -��;�� ; „� � � k STUD WALL BEYOND d � 9�,ti S � ' �" �� C� � OI `{ � �'"�`,"� � - �'� WITH t�J�� /4�� N � e W �__ „- c-,--� , � % � �� `T 3/4�� = ��_O° ��_ a,��.� �U L��.��', ��aSIG� R�� rn t o 0 3/4" = I'-O" � �: ��il�� '� _ m o �� -_- - -_- -_� �� C� I O�1 � � . `�' -�� ,�� _ o�, v ��,n��,a ��j _ 3/4• = I'-O" ��1�. _ -� Q , g :=.;-��4.�,��-�-�-� __ .�_-___-- � _ � <oZ = �� =o< _ �_ .� ,