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I�t�U, oP��n� P� �c��rt, �wiu�s — W�rt�RQ�o,o� M�MP�i��E A'` Siu, — �a�xc� W�N�aw v►�►-r _w/ NKi�►►�G F►NS — W µY��M�NE �W�� �L �1NS . — ��K $����In)G Ir1(�#P a�. �uN/�d,$Ni'. —1��M �v wn-� u.�rvfl�rK�- A�'-#� ET��T'vRPrl. S�,G l�i C�TI O NS , 7. ALL CONSTRUCTION TO GOMPIY VNTH THE2009.WTERNATIONAL BUILDING CODE,. �.� 2008:INTERNATIONAL RESIOENTIAL CODE 2009 INTERNATIONAL FfRE CODE,-2009 `' � INTERNATIONAL MECHANICAI CODE,"20091NTERNATIONAC�PLUMBING CODE, 2009 INTERNP:TIONAL FUEL GAS CODE, 2009 INTERNATIONAL ENERGY.CONSERVATION CODE,s2009INTERNATIONAL PERFORMANCE CODE, 2008 NATIONAI ELECTRIC . CODE ANO THE 1997 EDITION OF THE UNIFORM�CODE FOR�THE ABATEMENT OF � .� OANGEROUS�BUIIDINGS..AS ADOPTED BY THE TOWN OF VAIL BUILDWG--��. .. � DEPARTMENT�.- . �� �� �. � -� � � �- 2. SEE STRUCTURAL ORAWINGS AS PREPARE� BY(THE MJ MUELLER CO. INC, - FOR ALL STRUCTURAI MEM6ER-SIZES.'DETAILS AND SPECIFICATIONS:"'�' ��- �. 3. THE OWNER AS.OESIGNER�-IS RESPONSIBLEFOR ALL DUTIES AND 00LIGATIONS AS OUTLINE� IN AIA�OCUMENT 8701 (STANDARD� FORM OF AGREEMENT BETWEEN OWNER AND ARCHITECT) IN:ADDITION JO ALLTOWN OF VAIL DESIGN REVIEW RE�U�REMENTS. �� q. THE CONTRACTOR IS.RESPONSIBLE FOR ALL DUTIES AND RESPONSIBIUTIES AS OUTLINED IN AIA DOCUMENT A704 (STANDARD FORM OF AGREEMENT OETWEEN � � OWNER�ANDCONTRACTOR)AND�AIA.DOCUMENTA201 (GENERALCONDITIONSOF THE�CONTR4CT FOR CONSTRUCTION).�-�- � � � 5. SEE OPEN HOIE OBSEERVATION; PROJECT N 09060 BY LKP ENGINEERING, � INC., DATED 72 OCTOBER�2009FOR SOILS.INFORMATION. � 6. OWNER TO COORDINATE WITH CONTRACTOR GUARD RAIILS AN� HAND RAILS AS REQUIRED PER THE TOWN OF VAIL BUIl01NG DEPARTMENT. 7. OWNER TO COOROINATE WITH CONTRACTOR PROPER SITE DRAINAGE AND DRAINAGE SWALES��AS REQUIRED TO PRO�ECT PROPOSE� STRUCTURE. 8. OWNER TO COORDINATE WITH CONTRACTOR ALL EXTER�OR AND INTERIOR FINISHES ANO DETAILS; ROOFING MATERIAL; WATERPROOFING DETAILS, PENETRATIONS, MECHANICAL�,.ELECTRICAL,AND�PLUMBING REQUIREMENTS NOT SHOWN ON THESE � DRAWINGS. - � ,- . - 9. VERIFY EXISTING DIMENSIONS IN FIELD, NOTIFY.OWNER AND DRAFTSMAPJ OF DISCREPENCIES. AREAS OF CONFIICT MUST BE RESOLVEO BEFORE. RESUMING WORK IN 7NOSE AREAS. 10. PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS NOTED OTHERWISE. 11. ALL MECHANICAL, PLUMBW�AND ELECTRICAL DRAWINGS TO BE.COOROINATED WITH IICENSED AND INSURE� SUBCONTRACTORS IN ACCORDANCE W�TH THEABOVE REFERENCED CODES AS REQUIRED. � �NtfW ��,3� �,:. �. 111Ca��C G1 T<</N r� v� �`fN �� C.�fiv MR . S��.T1 oN � . %4"�I'-4 �� . \ �i�. �1� 11/�2i�2 ,F- _I'ia'la. , N V V — � ., � � �. N a. 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(1YP• wa �.Sj ' �;� 2X l2 � 2�"' �•�. ,�� �' 3-2x12 oR 3_ Lv� 13t�- X 9%2 �- � .�� — '�j;-2x�23 � 3-c�� ���-X 9'�2 UPPER LEVEL & LOWER ROOF FRAMING - ,�4„ = 1, _ �„ ������'�� ��'i:=,; +�'3�iC,IV ��`� ��1a`� �� ����� ��1����,� k�_ � • I a . ► a� < �� �. , t� -- - _ � � � �,;.., . � l�� _�_ . . � � � � 0 � � ._ � C t� � — 7 � .� � � N� <D � v �$ N� K� O O � U a> m � � � ��� W� �zw� �Q C��p� �Q Jp � �J� V�)�pWpU �U�� ��N� W °� �� O � � oF s S� �. �W , _ _._ ;� - ,-- - ��E R�F � k11��L L��ND �� �XISTlNC� Ic�P�U,S WPd.LS T� #� �ED — _ - — I �a�u.S -r�o a� ��vED ��� � � R��� ROOF FRAMING PLAN g 1�4„ _ 1, _ �„ �_.r , � , ''i ;, -1 ;'' ., �i°����� ����1��-� : ��� ��r-.�,-- �•ta•1� _ � c- N � � .� V � �' � 0/, V L � � � � .� � _� N � N � �� h �t �a N � X � 00 � C> C. > W '�^ � v , 0�°�-'°CO I_'z�o 0�0� �Q Jo ac�wp ��mv WV�J H�N� W � �� � � 0 � � �, C)F 6 �,i� � : �{�� -���.t� � � ' � � � �'��..-. _. . ;— _ _ , _ . -- _ _ _ _ 1) Foundation design based upon "Open Ho1e Obsetvation & Foundation 5) All lumber shall 6e Doug-Fir #2 S4S or better, all wolmanized ]umbershall be [nvestigation for an Addition", Project #Q9060 as prepazed by LKY I Iem-Fir #2 S4S or better (all lumber within 18° of finish grade or in contact with ENGINLERING, INC. dated October 12, 2090i Installation of perimeter c3rains concrete must be wolmanized). Provide solid blocking at 3'-0" on center in all andsite irrigation to conform with soils xeport, field test drains beFo�e backFilling. d[apluagms. All columns to be continuous bearing to founda[ion. Window All footings are to bear upon na[ural undistutbed soil or compacted structural f Il columns specified on ptans are trimmecs, provide one king stud for openings to as appioved by the soils engineer. Soils engineer to inspect basement are<1s for 6'-0" and 2 king sriids for openings over 6'-0". All roof husses are as engineered radon gas, Install radon gas system beneatt5 concrete slabs wlien requiPed by flie and manufactured by others. soils engineer. Submit copy of ieport to engineer. ` 6) Glulam materinls; manufacture and quality control shall conform to STANDARD 2) All foundation around perimeter of structwa shall have minimunt frost pro[ection SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMI3GR OP of 48" to bottom of footing. All foundation walls and columns ro be cen[ered on SOFTWOOD SPGCI�S, AITC ] 17-2004 and TIMBCR CONSTRUCTION concrete £ootings unless shown otherwise on plans. MANUAL (5'h edition) as prepared by AITC . Simple span Uwms shatl be 3) All cast in place concrete must be made with PoRland cement and attain Combination Symbol 24P-V4 witli no camber. Continuous or cantilevered beams minimum compressive strength of 3000 psi after 28 days (minimum eompressive sliall be Combination symUol 24F-V8 witli no cambec Glulam columns shall be strength of 4000 psi after 28 days for concrete used in slabs). Design based upon Combination Symbol 3. Adhesives shall confoim to the requirements for wet BUILDING CODE REQUIREMENTS FOR REINFORCLD CONCRGTE (ACI conditions of service. 318), 1999. Conctete placemen[ to conform with "Constnictio� Requirements" as �� pll Trubolt Wedge Anchors to be installed according [o manufacturer's defined in ACI 318. All concre[e slabs oa grade must be provided control (scored specifications and details_ or wt) in accordance with soils ieport. All ezposed edges of concrete sha11 have 8� Versalams (2.OE) are as manufactuTed by BOISG CASCADE CORPORATION; %," chamfec Conerete work shall not have any liorizontaCcold joints u�less seeshQp d;awings, and manufacturers standazd details. All built-up Versalam authorized by the engineer. Field coordinate all vertical cold joints with structural beams must be glued with PL400 and nailed with 2 rows of 16d spikes @ 9" oc. engineer, use continuous vertical water stop at all cold joints. ' Versalams deeper than 1 1 7/8" must be bolted together with 2 rows of 5/8" 4) Rein£orcing s[eel is ASTM Grade 40. All welded wire fabric must conform to diameter bolts spaced @ 48" oc staggered. All altemates to be reviewed and ASTM A185. Reinforcement placement shall confortn to MANUAL OP app�oved by the engineer. STANDARD PRACTICE, 2001 as prepared by CRSI. All lap splices ro be 9) Sheath tloors with'/." T and G plywood with minimum span rating of 40/20 or minimum 36 bar diameters, all horizontal reinforcement to be con[inuous around better and glue with PL400. Nail plywood with IOd @ 6" oc to all joists, field corners 1nd �t wall intersections. Minimum reinforcement protection- coordinate screwoption. Cover decks with 2x6 Redwood with 2 screws per -concrete poured agains[ earth 3" bearing point. � -concrete poured in forms 2° -concrete slabs 1" _. � ������ ��y��i ����� �i������, ���1�^, ��_`��_��-_-- - --.,� ..�. . - �J G ._ __ _ _µ �-y2��' � P�R 'Z��-s�s �_ �S Dov�Ec.s c�s co� 2�R-s � 10'� + ]0 Sheath roofs with 3/4" plywood with minimum span rating of 40/20 or bettec ) Nail plywood with I Od @ 6" oc at panel edges and 12" oc at intermediate members. I 1) Sl�eath all exterior walls wi[h '/z" plywood with minimum span rating oF 24/0 or bettec Nail with Sd @ 6" oc to all studs. 12) Live loads used for design- -Roof-100 psf snow (3.5:12 pitclt). -Floor-40 psf residential. -Deck-l00 psf. -Wind-90 mph (3 second gust), Exposure B. -Earlhquake-Zone GIBC. 13) All construction must comply wilh Ihe 2009 International Building Code as adopted by the Town of Vail Builling DepaRment and the "General Conditions of the Con[ract for Cons�nictiod' (AIA llocument A201). All co��struclion must be completed within tlie tolerances described in the "Residential Construction Perfonnance Guidelines" as prepared by the NAT[ONAL ASSOCIATtON OP HOME BUILDERS. , 14) Construct wall as follows- -Gxterior-2x6 @ 16" oc. -Interior-2x4 @ 16" oc, unless no[ed otherwise. 15) All beams, joists, and rafters are to bear upon walls or beams, or be hung with SIMPSON Stro�g-Tie hangers or approve equals. I6) All s[ructural members are sltown in t6eir final positions pcoperly braced and supported; during construction it may be necessary to temporazily shore portions of the stnicture �vliile other Portions are being conshvcted. Contact die cngineer for consultation as required. � SECTI�N B 41,j ;�,� 5 ��4,�. 17) General Contractor is responsible for �ll non-specified connections, contact engineer for details as required. The eogineer is to approve all struchual �� substihRions.. ' 18) General Contractor is to coarctinate all diapivagm penetrations (i.e., chimneys, plumbing, sewers, etc.) through floors, walls, rooCs and foLmdation walls wiUi appropri�te sub-contractors. General Contractor is responsible for the means, methods, techniques, sequences, procedures, workmanship, seasona] scheduling and job-site safety associated witli tliis project. T1ie General Contractor is to verify all dimensions and elevations with the architectural drawings. Nolify engineer af all conflicts and omissions belween vazious elements of the workiug drawings and the existing conditions prior to commencing ���ilh that portion oCthe pro.ject. General Contractor is to inspect remodel projects and verify prior use and proper disposal of existing materials (i.e., asbestos, etcJ as required by code. Ide��[ity of �II existing liidden struc[ural pl�ns based upon plans by SC dated May 15, 1978. 19) All materials exposed to exterior and or moisture conditions shall be treated for tliese conditions (i.e., chemical treatmen[, staining, painting, damProofing, membranes, flashing, etc.) as reqiiired by code. All materials to be treated or protected for fire resistance as required by code. 20) Special inspection to be compleled by building official lpproved inspcciie�r agency for poured-in-place concrete and reinforcing steel and helical piers. Inspection reporls to Ue prepared in accordance widi IBC Chapter 17 on approved forms, verifying compliance with construction documents and be submitted to the building official for review and approval, copying the owner, general contractor a��d engineer. Coordinate inspections �vith general wnttactor so ihat special inspections can be periodic ra[her tliln con[inuous. �11N� 'P� �� � -#- I i � � I`° � ° I- ,� � � • ��D�R f� .g/' Pu� ��' �! �,1 2-�s e�s �r�. To� �D �r-ro� � ^ �j��5 $fl�5 ��u G°�' • �- ` � I11 � S1i �n �s2i= it��8►' ��.�'-�3�a' � ks�M. „ . � '�� �s � ��" o.�. 3" ' N #�. roo �r�.s � � I �O" o,c. , , „ m Lo S„ � • �81?��-�1�8�� �S15 �� ^ � �� • �� . �,u I 2'D�� �-���, �M��k ��N w�Gf��t. �p-Pc►N o 9rc�{u� N-r. � SECTI�N A s 5 3��►►, i! o,► _ • r Q. V LA., =; �- � �, . �..� � � � � �_ �'s� N�r h.� d Vh� N O ,�p U O'� C. > � � Z� �W� �—ZW� ��Q C]:�0� C�Q�O Q�Wp � �� � W��J ��NQ W 0° a. cfl O J -= �� OF 6 . � � �.i�'u�u� �i� �i���.��. 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