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HomeMy WebLinkAboutLions Ridge Filing 3 Block 3 Lot 1 Unit 2.PDF t � ( ` • Q H N - � t0 � � � � LANDBCAPE NOTEB: o � U � r N , � �i. .t � ��.._�t�'f'.�'T,� M 1. Resod all disturbed lawn areas due to construction. l,;M1 ��� ��••,�{ , , o ; � � ` . '�?,��,., cd Q � ' � 2. Protect all existing trees and vegetation during �:•�' � �° U(,� � � � construction. , �' , � o \ � i ' � , - _' � 1� l�(� � i � , - �� ��t� 3. Transplant existing aspen tree where deck extension fi=! ' ,� k1O < < , ,., � � will interfere with its growth. (See plan for relocation) . ^; '' � � � \� S Plant new aspen of comparable size if aspen does not � ��`� � � rn ;ja transplant successfully. r;���4,�y � o 0 , � � �' � ��;-� 9;�;; �: a M � � U,� �/` 4. Plant two aspen trees of 2 1/2 " minimum caliper as � � � �� � ' , ��� �,�, shown on plans. 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VEL FRAMING � MAIN LEVEL FRAMING . - � UPPER LE �� � „- „ _ �_ �, _ OF 2 � 1 /4 = 1 -0 1 /4 1 0 _ � - - - -- --- ,. _ _ _ - .�r-T _ , ' < _ `"'_i-- -__-- � N VJ ' i � ([�/A W .� N r" , : h 0� o � °? �� ti W � t .�, s.r. � � ' STRUCTURAL SPECIFICATIONS � �. o t _ .� �� . 1) Foundation desiqn based upon assumed maximum soils bearing -Roof-8o psP snow. ' � N � _ , capacity of 1500 psi to ba veriYied at tima of axcavstion. -Floor-40 psf residential. ?� � j '• Installation of perimeter drain to conform with soils report -Deck-100 pai. � by engineer. All Pootings are to bear upon natural undisturbed -Wind-25 psf. � ,� (,� • soil or compacted structural fill as approved by the soils -Earthquake-Zona 1 UBC. � enqineer. Submit copy oP report to enqineer. 12) All construction must comply wlth the 1991 Uniform Suilding �� ^ 2) All toundation around parimater oL atructure ehall have minimum Code as adopted by the To�ns o! Vail Building Departmant and the �•� � { frost protection ot 48" to bottom of Pooting. All faundation nGeneral Conditions oP tha Contxact Eor Constxuction" (AIA 4 � � walls and columns to be centered on concrate f otings unless Docwnant A201). " � shown othexwisa on plane. 13) Construct walls as follows- � 3) AI1 cast in place concrate must be made with Portlan3 Cement -Exterior-2x6 @ 16° oc. and attain minimum compressiva strength oE 300o pai after 28 -intarior-2x4 � 16" oc., unlesa noted otherwise. days. Design based upon BUILDING CODE REQUIREMENTS FOR 14} All beama, joists and ralters are to bear upon walls or beams ( REINFORGED CONCRETE (ACI 318), 1992. All exposed edges o! OR be hung with SII�SON Strong-Tis hanqera oY approVed equal8. ` � ' concrete shall have 1/2" champter. , All connectfon hardware as manufactured by SII�SON Stronq-Tie 4) Rainforcing steel is ASTM Grade 40. Ralnforcement placement or approved equals. shall conlorm vith MANUAL OF STANDARD PRACTICE, 1990 as 15) All stx�uctural members aTe shown in their final positions � � prepared by CRSI. All lap splicea to be minimum 36 bar proparly braced and supported, durinq construction it may ba I dlameters, all horizontal reinforcinq steel to ba ccntinuous� necesaary to shore portions oP the etructure whila other WA L L L EG E N D ea e•p,o,4� t �� 1� ' �'��, around corners and at wall'intersections. Minimum � portions are baing constzuctgd. Contact the structural �Q �Yj> �O, rainforcement protectio�: � enginear for co�sultation as requirad. I � a� , -COnCretB poured agairist eazth 3° 16) Contractor ie reeponsible Por all non-speciYied connactions, I �X��� ���S o •� , -Concrete pourad in forms , 2" contact etructuzal engineer !or details as required. Engineer e •� -31abs 1" to approve all atructural eubstitutions. � 5)' All lumber ahall be Doug-Fir #2 S4S or bettar, all welmanized 17) Contractor is to coordinate all diaphraqm penetrationa (ie, , I �0 4� 1�1sar shall bs Hem-Fiz #2 S4S or better. Provlda solid chimneys, plumbing sawers, etc.) throuqh Eloors, rooPs and ���� kJA�I.$ '�D � Q�pj�D °oo o � blockinq at 8'-0° on center in all diaphragms. All columns to foundation walls with appropriate sub-contractors. General v� - •� be continuous bearing to foundation. ti. Contractor ie responaible !or means, methods, techniques, I ���o • 6) Glulam matarials, manufacture and quality control shall conPorm sequences and procedures associated with this projeot. General _____ �, , with AITC PLroduct Standaxd PS 56-73, STRUCTURAL GLIIED 1AMINATED � Contractor to varily all dimensions with architectural , __--— ��� ��M��'D TII�ER and LAMINATING SPECIFICATIONS, AITC 117-84 DESIGN. � drawinqs. NotiPy enginaer oi all conElicts or omissions _ Simple span beams shall be Combination Symbol 24F-V4 with no betwean varioua elements of the working drawings and tha I camber. Continuous or cantilevered beams shall be Conbination axisting conditions before commencing with that portion oP the ' Symbol 24F-VS with no camber. Adhesives shall conform with the project. Identity oY all existinq hidden etructural elements I requirements for wet conditions oi service. � based upon plans by HAVLICR BiJGHES & GILLILAND dated 3-16-81. 7) Al1 Tsvbolt Wedqe Anchors and Ramsets to be installed accordinq 18) All materials axposed to exterior and/or moistura conditions _ ta manulacturers specitications. � , shall ba treatad Por these conditions (ie, chemical treatment, , . 8) Microlams are as manufactured by TRIISS-JOiST CoRPORATION. All ataininq, paintinq, etc.) as required by coda. � built-up Microlam beams must be glued with PL400 and nailed , - - ° with 2 rows of 16d spikes @ 9" oc. Microlams deeper than li I � ` 9/8" must be bolted toqether with 2 rows oP 3/4" diameter bolts @ 48" oC top and bottom. � , � 9) Sheath floora with 3/4^ T and G plywood with minimun span � ` � rating oP 40/20 or better and qlue with PL400. Nail plywood I ` � with lOd @ 6" oc to all joists, field coordinate screv option. Cover decks with 2x6 Redwood with 2 screws per bearing point.� Q , SO) Sheath all extarior walls with 1/2" plywood or oriented strand � board with minimum span rating of 24/0 or better. Aail with � � ' 8d @ 6" oc at panel edges and 12" oc at intermediate studs. i - li) I,iva Ioada used for design _ I � � � I ' � � � � 1 �- -- � _ p � _ . �x� I � oc . ��� GoWMN �1� � � SI►�IQ�N GoWM►J � � $AS� --——--—— � � , ��� ---�--- � I � i , �'M��, 3-M� 13T q� 3-M� 13/4 x q�/z � O �' L � ,�L+� ,�'+� ,�'+� ,�'+b ( l � I I ti � �- � J � . �+b I I � � . � � «� t/f �C ,� ■x I � > o � loufi� � �� N � _ _p I � r• � _ ��� 2-�s 4 W N v� . m f _ 2-�5 t��F.�s I 2-b" I � �__ � �o„ _ � �o„N� p�, � � � 2-0"�2-�"'`S ' �;� � � T � ���3-W��ngs I ( , J s _ ; � � � _ � �— � � _ ��� _ .�� �.:.. .�._ ..A_.. A Q . -� �� -� � - _ ,, _ _ , _, � . . . ��� � � . a ,_..._�<- ` ��� �a�� �� _. . , ` .�' , - ..' . ' ' � � I ' }� � � � « � rL=O" ' I •_ �.� x � � , ._ � n � � Il 5 � � �Y •i�r �E OF � I �t 1`�'il NC� I � I SECTION A �°� � k -- -- � 5-��-�� , ., _ -- --- -------- -- -------- -----.L��! __�. ; �Z 3��n 1�U ? - — _ ;�_ _� —+ � � � F FRAMING PLA� � � � � R0� oF 2 � 1 �4�� = 1 �_��� . .__ _ - - ---�---- - -----____.____ __--, -_ ,. __, - - -- _�---- - - - _ - _ - __ _ _ , � — - - �, , _ _____-- —- � ; � . o H N � �p , . � m � � O LANDBCAPE NOTES: ti v � N � w � 1. Resod all disturbed lawn areas due to construction. � � � �i 2. Protect all existing trees and vegetation during . construction. a � � � � 3. Transplant existing aspen tree where deck extension � o � r�� will interfe=e with its growth. (See plan for relocation) . b oq � ���/' S. Plant new aspen of comparable size if aspen does not .� °,' �v;� transplant successfully. V � o � aM '��/ 4. 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