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Home My WebLink AboutVAIL VILLAGE WEST FILING 1 LOT 19.pdf GENERAL 1. DESIGN LIVE LOADS: Snow=85psf, Floor=40psf, Wind 90mph (3 Second Gust), Seismic Zone B 2. RESPONSIBILITY: The contractor is responsible for cross referencing all plans and inspecting work placement at the site to assure that no 4�-9 1/4�� 7' � omissions or discrepancies exist that might adversely qffect construction or � the integrity of the finished product. Job site and construction safety are � � not addressed in these plans and pre the responsibility of the contractor. c� These responsibilities are industry standard. i i 3. These plans are intended to be in accordance with 2003 IBC and IRC codes. All construction to be in conformance with these codes. � � � i FOUNDATION � ' -�- '-L , 6x6 1. Foundation designed assuming maximum allowable soil bepring pressure ' ( Post = 2000 psf, no min. Verify these values and forward to Engineering Design � •- • - •- •� Works prior to final grading of excavation or placing concrete. Different soil I � � � values and requirements may affect foundation design. � .___ ._. � � 2. We recommend a Colorado Registered Professional Engineer verify � � J � during excavation (and before construction of any part of the foundation) • � � � that soils types and conditions warrant the assumed values noted above. 2x6 Decking �� • N � � i� � Engineering Design Works, Inc. assumes no liability for damQge to structure 5 1� x12 or 3 7g'x12 GL Rim � ' r. resulting from soil expansion or settlement due to assuming improper soii Let Into Post 3" min. (NP) � . - . - . - . i � � � �g � bearing values. 2x12 At (2�5,g� Thru Bolts � r � 3. Remove topsoiis, organic material, and any questionabie material below 16"oc Joist ' "� v ��$�� pads and footers. All pads and footings exposed to frost must maintain � i i ° ��.� the required 4' frost depth. Minimum pad thickness = 12". The footing LUS210 _j, j � �a.5 m elevations of this design are indicated in economical relation to �" ' - '- ' � � � ��,��, < architectural elements. Proper soil bearing may require lower footings. �I '-- � -� � �� a� 4. Drainage and grading details to divert surface drainage at least 10' !�- �- �- �- �� 1�� °��o away from the structure. � 2x12 At 16"oc � � F� �� ' 5. Exterior backfill may be native inorganic material. Before placing finish � ._ ._ . _, � � ��•�� topsoil, we recommend capping backfill with a Mirafi fabric under 12"-24'� 6x6 � � J d- ��•�� of water impermeable material (e.g. clay). ' � c� � o ��.�� `: 6. All construction and materials to conform with ACI 318. � �- �- ' -' . � � � a� ' . �,8. 7. Reinforcing bor to be deformed 60 ksi steel (per ASTM A-615). Lap CB or PB per plan � I � `� a.� �s �a all rebar splices and corners 30 bar diameters minimum. � �- �- �- • -� =" a, � � �,m o : 8. Minimum concrete 28 day compressive strength = 3500psi. Maintain 8" C�earance between Top � � M � �-�� 9. Concrete cover: Concrete cast against and permanently exposed to of Pier and Soils at F�n�sh Grade � .- .- . - .� earth: footing, pad = 3". Concrete exposed to earth or weather: FiNisH cw�E � 6x6 I--� piers=l.5" „ ' �_ � _ Post �----� � 10. Consolidpte concrete per ACI 309. � � � � � � w 12"� Pier i i � i ^ WOOD FRAMING I� '_ ' _ ' .-�' -i' _ ' - .- '- '-i' i F--� 1. Framing plans show structural requirements only. Additional members (3)#4 Vert. Reinf.' I L___-J �_ . - 6x6 � may be required for blocking, nailers and code requirements. � Hook into Ftg.� - �1�_9 1�4" i • - •- •- •- • - •- • - • - •- •- •i Post 2. Use DF#2 (S4S) or better for all muiti-stud posts, joists, rafters, ��v�, headers, posts, beams and plates. �, , � �C�/ 8'-2" -�{ 3�-7 1/4" � • � 3. Sill plates and any other lumber in direct contact with concrete- �' #4 � 6 oc E.W. � � "- '- �- ' - � - ' - '- ' - '- '- '� � o California Foundation Grode Redwood or Species Group B Pressure Treated � � � °O Lumber. _ � �- � - � - • - � - � - � - � - � - �- � � � � w o �U � ,n 4. Glulams (GL)- 24F-V8 manufactured in accordance with AITC 117-84, °N� °a � � _ � �T1 � � � U � � fb=2400psi. OK to use 24F-V4 for simple span applications only. All �� a �- .- . - .- .-.- . - . - .- . - . - . _.} N � �'�'� ,o,� � � �;' Glulams used in exterior applications must be sealed and protected from � � ic � �v� o� moisture with an appropriate preservative. _ _ _ ' � ° 1-� .� � � � °r.,° Mai tain 6" clearan b t ted ood or sidin soils at � � ��--PT2x12»Ledger �� F� a� � "o 5. n c e e t w e e n u n r e a w g a n d 24"x24" Pad � w/(2� � L a g s A t 1 6 o c • '�`� `.J `� p � rn finish grade. (3j� � � .. 6. Posts to stack over equal below ��NO�. E X I S TI N G H 0 U S E � T � 6x6 ��T� q O a�i � � 7. Solid block all posts for continuit y to foundation. � � Pos t w � 8. Nailing, blocking, and all other construction details per 2003 IBC and ;� __._ ._ , _ , _ _ _ _ _r�. _ W G�. �n a w IRC, such as Table R602.3(1). (UNO) � � i i 9. All connectar callouts to be Simpson Strong-Tie or equal by Simpson A E X TE R i O R P A D P I E R D E TA I L /-� ; �� Stron Tie Com an , Inc. Install er manufacturer s instructions. � LUS210 � � � � � � � � � 9- P Y P � S1 Scale: 1 /2��=1 �-O'� M 24"x24"x12" Pad ' '---' -� �with 12'�� Pier �TMP� N �-- . - .- .- . - •- •- -- � - � - �- �-� DATE:8-11-06 TYPICAL ABBREVIATIONS i- i(TYPICAL) � 2x12 At 16'oc A JOB#:06110 � . _ , _ ._,- . - . - . ' ._ .- .- . Si DRAWN: CB BRG_=centerin9ne 6x6 � - -� � �-n,P� � _ ENG: CW � LUS210 E E.E. = each end Post •---• -•- • - •-•- • - • - • -• � �- •- •- • - . - •- • � .- -- •- � -• -3i � � REVISED: ---- E.M. = each member 'I � 2x6 Decking .- REVISED: ---- E.S. = each side . � �f- .- . - . _. _ . - . -. - . _ . -. - . - ._ . c� rn -3? �� -� - �- • - - � � � E.W. = each way .. � � � � Existing 2x6 � Ply � � , � � �x o HDR Glheader Wa11 0 � � NOTE: CONTRACTOR VERIFY ALL � �-�- � - � �- � - �� I N � ^ I EXISTING COPJSTRUCTION IS IN GOOD � � � ISSUE: PERMIT SE'� ML = Micro-lam Flashing Per � � ' oc = on center � X �� -' -� -� - ' - � -� - '-' - ' - ' CONDITION ANp BUILT AS ANTICIPATE:D. ��-�- �- � �- �----3� Contractor �� • �� NOTIFY ENGINEER OF ANY OF = overframe 2x6 Decking � � PT2x12�Ledger �� I DISCREPENCIES BETWEEN ANTICIPATED I • OH = overhang r� f- � -� - • -• - -3�! !�-- -- •- � •- • - � (� RF�jJ OPP SIM = opposite similar r- -, w/(2)3'Z'� Lags At 16 oc AND ACTUAL FRAMING. i- -� �hiO sj� II - � • �RA�l� PT = pressure treated i i LUS210 � .'• i� . j < ;�P �a��,: _ _ _ _ _ _ _ �O p °• I I I 1 .� PSL = parallam ' � 6x6 � _ _.; �NP� I J� 6x6 �� '�OG v�i. R.O. = Rou h o enin Existing Cant. Joist 2x12 At 16'oc . _ . _._ . _. _ . _. _ , _. _. � � �� 9 P 9 � Deck Joist Post „ �� - � � � �� Post .� 34��1 2� '� � SOG = slab on grade ' 2x12 At 16 oc ' 'I �� a'� �� STR = Structural � -� �.`\�, lYP = Typical = LUS210 � 'E- �- � - � - � - � - � ._. T . - .�/• � - . �.'•••..,•"• �• UNO = Unless noted otherwise u +� N �� T I �� ` � � New 5 7� x12 GL PT 2x12 Ledger \ (TYP)_ . _._. _. _. T. _. _ . 24 x24 x12' Pad � a� � � ss'��`�5.�' WS = steel web stiffeners Beam Per Plan w 2 �x ° 9 � � ^ v /( �'2 5 La s at � � � � Existing 2x6 At 16"oc with 12"� Pier � �' v 16'oc I • -- Bearing Walls (NP) --- (1YPICAL) ' ,�ry � Toenail existing Rim to � �-. - . - . _. _. -. - . _. -. . - . - . -3{ - - ---- --------- -- --------- ---- ----- ---- �. ,� o0 �' - ' -. _ . T"- ' - '� beam with 16d at 16"oc � � 6x6 Post � 6x6 Post 6x6 Post , � 6x6 Post I �� of- � -� -� - � -� -� -- -� - �-� - � , �E � -�- �- •- �- � o New 6x6 Post _ GLTS , 3 Cantilevered � _ 3 Cantilevered , LUS210-2 �7 r- � r- - � F1oor System r ---� New Dropped 5 Y$"x12 GL Below r- - ' Floor System r - -� (TYP) r --- � i � � � -5 1�"x12" GL (�usH)-�-� �� - - - � � Cantilevered Floor Rim -� / i�•- -•-•- -.r._._�. �f i 2)2x12' 'i i i � "fi".�_� �..�_�.�..� _.�._._. . . . .._ _._._.� _ ._._. . . i�'�"'� i � . � . . . . . . � . ��. �. �. _ . . � �. �. ^�•�,• �1 �i'7 r}7 � • r�i �• -� • � • �i'l � • � •I I 'l3 6X6 J i i i �� . - -J � � - --J I I I I L- -- ^� I I `�' �_ __ LUS210-2 L- - � Post � � Run Dropped GL 3 Long And - � � . . LU�210- , . � � � . �PT2x12 Ledger � � � � � � � � �1YP�i � 6x6 � I I Bear Flush GL On Top ' � � � � � (P'P) � � � � � � w/(2�'2"� Lags �4t 16"oc � � � � � � � ( � ' � Post s� • Provide (2)Si�" Lag Connection � I I I I I � ( B I I I I � I I I I I I I � � . O I I I I I I I � � . . . . . � • S1 - - � . . . • - - - • . I I I I I I � � � a � � i i i i i i i i i � � � I I � ! , � � � I I I � � � � � � I I I � � � i � i � � o B COI�JNECTION DETAIL B � � � - � � - �� - � > > - . . o z � 2 3/ 11 -9 1/2' 11'-5 1/4' 11 -9 1/2' 5 � � S1 Scale:: 3/4"=1 '-O" � � I I I I I I . � . . . . . . . . - I c� � O N Ni i i i i 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 N N � a. � � � � � � � I I � � I 2x fi Dec king I iD � � � � � � � � � � � � � � � � � I � G�, � � I "' I I I I I I I � � I I I I I i ��_. � Q I I I I I I I I I I I I � � � � I � �, � � O I I I I I I I � � I I I I I . � N I I I I I I f I I � I i I I I � � � � c.� I I I I I I I � � I I I � � � I I I N I I I � I I I I I � � � I I I � � � � a . . . . . . . � � �-, � � � � LUS210� � � � ,-�---� � � � � � � � � ��-- �_, � � � � � � � � A r�� a � i- -I-� I I I I I I - ,---- i . . � �(rrP) � - i i � . . . . . i i � � . . . - ir-- -i V W � w.�...�._w.�.�._:�. :�.�.�.._:!f.�.�._:�-�. .�. .�._:�.�.�._:�.:�.�._.:�. :�.�.�._:�.�.�._:� � � � a � • , a 6x6 � _ _� 5 7�"x12" GL Rim 6x6 � ____� 5 J�"x12" GL Rim 6x6 � _ __� 5 �"x12" GL Rim 6x6 � ____� 5 }�"x12" GL Rim 6x6 � __ _� O Q a � Post Post Post Post Post � �� _- _ ,�_ _ „� � w 24"x24"x 12" Pad ��, ��-� iJT_� ��'�� A with 12°� Pier � �}�► � Sl (TYPICAL) �J � [� � • �u�7 1 J �°�; � (� �� i i, O O , , � � ....� 12' 14 -0 1 4 14'-0 1/4"� �2 7 ......... ..... ........... ..... . �.�.�.�.��k°��_��V� �/<fi�,��... , � PAGE #06110 of 1 ��°� �f �f��l �` � ,��`�-� �;�� ,;�� ;�