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B12-0309 REV 1-2 Plans S1.0 S1.1 S1.2 102112
I�SUr I�ECORD '-- ��� �-- GEN ERAL N OTES SPECI FI CATI ON S 1__ADDENDUM03 '� � 16-JULY-2012 �� � �' � � % , ��__/ This structure has been designed to meet the requirements of the 2009 All 2X dimensional framing lumber to be #1 Doug-fir or better. REV02-ASI NOTE: MIU 1.81 9 International Residential Code with amendments as adopted by the Town of Vail. 05-OCT-2012 � ADDITIONAL STRUCTURAL NOTES All BCI joists to be manufactured by the Boise Cascade Corporation. FRAME SECOND FLOOR WITH 9 1 2" BCI 6000 1.8 Z X IZ STRIN6�5 N(1fGt�D BOTH ENDS REV03-ASI � �. 's�s�t� ALL S7UDS THAT ARE NOTCHED OR All omissions or conflicts between various elements of the working drawings JOISTS � 16" O.C. (SIMILAR TO LANDINGS) FOR TIZEADr & RI�S � 3�4 X �F LVL STRIN6ERS DRILLED MORE THAN 1/3 OF THEIR NAD7H All Micro=lam's to be manufactured by the Boise Cascade Corp. and conform to 18-OCT-2012 NO'fGFFD FOR TRPJ�DS & RI�BZS WITH EQUAL OR LARGER SIZED STUDS. NAIL and/or specifications shall be brought to the attention of the Structural Engineer � � TO EXISTING WI7H 8d NAILS o �2" o.c. before proceeding with any work so involved. The General Contractor shall verify the allowable stress requirements for a 1 3/4" 1.8DF Micro=Lam LVL. ---� ----- - -- -_--- : REV04-ASI � I J� � �P �,J� 2.S1RAP ACROSS ALL OISCONIINUIIIES IN all dimensions and conditions at the Job site and shall be responsible for the 25-OCT-2012 - � ' �' `L O O All connection hardware to be by the Simpson Company. r �' 6 1 � G EXIS7ING S1UD WALL TOP PLAlES NATH (2) means, methods, techniques, sequences and procedures associated with this �' ` '� G• LSTA 24 S1RAP T1ES (ONE ON EACH TOP he shall be res onsible for coordination of all work and BEARING WALL �I � ,. (3) 1_3/ X 9 1/2_LVL (3) 1.3/4 X 9 1�2 LVL ,_ Gp� P�,p,�� project. Furthermore, p All roof decking to be 5/8" C-C Ext-APA 32/16 plywood. Nail with 10d � 6" o.c. - _ _ -- - - - - - materials including those furnished by subcontractors. The Structural Engineer at panel edges and 12 O.C. in the �eld. -- ° �' . _: - == D E , � \ � j j�� j ; shall be contacted during the construction phase to make the job site inspections � ' I' � � J necessary to confirm that the actual field conditions are consistent with the All floor decking to be 3/4" C-D Int-APA 48/24 T&G plywood. Glue decking to � ,; ��R ' I � � i � i�R i i ' i�', i � BOTTOM TOP design assumptions and that the construction is proceeding according to the joists with PL400 and nail with 10d � 6" O.C. at panel edges and 12" O.C. � !I'�' ' z � I I I � �'� � �' Z•��9� plans and specifications. in the field ;', � O \ i �� I ' ' � , „ I \ �� � AEBOND ABEAM SAT TOP. CMU WALLS LACKING N � li I I „ I , I li i I I I � 2 I 00 - ' - ' = o�'_4,-�� - !_ ____X,�,, ����SI 0��00� : i a, � Live Loads Used in Design: All exterior wall sheathing to be 1/2 OSB. D- j��� 5 � �" 0 , � � i �i �'x � Roof 100 psf f� �� � �n% � \ � i Floors 50 psf (Living) & 125 psf (Garage) A l l c o n c r e t e t o a t t a i n a c o m p r e s s i v e s t r e n g t h o f 2 9 0 0 p s i i n 2 8 d a y s. 3 �' `L � � _�, � � � '� M I � ��R `1 M=� !,- � � �� �I � i I ^ ��5�89�ZX�� L�6�R i Stairs/Corridors 100 psf Light Storage 125 psf All reinforcing bars to be Grade 60. � "' j Decks 100 psf All steel bolts shall conform to ASTM A325 specifications. i ��� � � ` ..�--��rv5 �' , � �a�aN �a..rs � �' o.c., va, -�-- -- .�� - --- - - - -- - � � Earthquake Seismic Zone C I � v _� ^ - / INTO 6RDUfF� GBlS I �nd 90 mph, 3 Second Gust All steel beams shall conform to ASTM A552-50 specifications. --,-, _ - - - �- ' ' _-.� - ` � � ��� ��?��_�-_ � , � - �,� �_- � �,--- _. co �i\� --LL pj��r7 X �: - ��� , \ �I All steel channels, angles and plates shall conform to ASTM A36 specifications. �� �,"�'i i X 7/16 ANGLES�(SEE DEfNL) ' i � The foundation design for this residence is based upon an assumed bearing `1 �� ( ) � ;� i � , capacity of 1500 psf. All masonry block units shall conform to ASTM Specifications C90, ''�\ � ` � '� A licensed Soils Engineer shall be contacted during excavation to Grade N [minimum fm=1350 psi] , � 3/k�X 9 �/Z LVL LED6ER NOfF: U'PER LEVt1 I1N_LWAY i i � i inspect the site and con�rm that conditions are consistent with this assumption. All mortar shall conform to ASTM Specification C270, Type S 3 W/ 5/S" pIA�X 6�� �'�� I � W/ 5/$" pIA X,6�' H tiZNrIIN6 NOf 5r1pVNN1'FOR (.LARfTY. , i The General Contractor should review the Soils Engineer's report and follow its D0'AN510N �T5 � �6 OG. ,,i Da'M1510N �L.TS � �6 OL. i � All epoxy grout to be Solidbond 200 by EpiTech or approved equal. � � ) `1 �c, i �O �� �5 � �, recommendations for excavation, backfilling, grading and drainage systems. 06Ra1lfPDG61.5 �O , ) -- - - - - - - - -J , � � - �� � � - - ' � �, Special inspection required for epoxy grouting and welding. � �I O _�l � _ , �, � , ,.i<II � ���� � � � ,----��, �--��,, �-�� , S TA R 8c �A N D N G �R A M N G P �A N ������ A �' � ��� �` �� � � Q �� �_� � � � ��� � 4„_ � ,_�„ � Miu �.s�/s G°� / I 2 X Yl STRIN68ZS NO'fGtf.D BOTH END S� �� �OR TREADS & RI5ER5 +�, 3/�F X � LVL STRIN68Z5 �p" DIA GONG. 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I. `� AL K/sl2 �� � ti � DEfALS 2 & 3 - - , - - - - - - - - DEPRE55 �I-A� FOR PAV�S. , - ' � � I i o ti 5f$T A h5 ' 4 1 - - � � � ��1 � ��. d' � / B � � -- � - - - - � � � 12 0 ; I,�� raw = -d-$� � � _ � -�,� - � , � 4 z � , � ; � ' �= o -- , �'I�`� h„ FIp�26LA`5 RFJrFORGED i i row = d-d, I� - - - - - - - - - - - - - - - - - , _ AT g' LEVEL PORTION OF ! �' I � °D i � � � � i �r � i � 1 � �+ � I 11�5 231 �5 �I w tix i � 51-H� 6RADE. i i i i D(IST�NG CMU WALL: ADD � . � � � y o ��r _ � _ ---- -' --I i _. I�-� _ A i � �,_ � : --, ,_ -. �� _.__ _ _ 0.C.�ND GROUT THOSE �r - - - - - � 5 � I � � � _ - �� - � � , . � �-� CELLS SOLID � - � �� - - - � � = , �, �,� ��, �,��%�� i � I II ��, � �.� ���� �x�� ��,����� .��%�` � ', � � ti � � � � . - - � -- „ _ . � �, n �� r �-----�-- ---- � ��,� � _ .- � �>-.- -- �-�r ---- -- POLE � I�EW I�" 6000 �8 1fADER i � � r, IGAL �� , _-- �� ���� � � ,`� � bf,l ti ti � � ;, � ; � �, � � ����; � ' � � I��i k" �b�� �i�aRC� � ,�� � rEw I�" �u �oo �s �' 4 �� ' ,� � � �'' TOILET I � ., . ���� ��,��� , - - �J 6RADE. � � 3 � ,101�T5 � I6" oG. FOR �� "' � 2 li ti ,. � � �:��� , �i<, ���� M E N �� �,d� E N � i STAIR I.MDIN6. � � , y . ' � � . � il� ��� ' , � �� �.'_ . ���� � & �0�(Y r 6 _ � #� X ���,��-S 113 "� B.FV. 0'-h" N � ,� '�:; � , -�����, ' �� � � . . ,,��. , #k - ' � ., . � �� / MC10X8.4 �� TOP & D�01�'IJM. - 6„ INTO � ` �,, ,__� � � , IO"-��" F � i � ��� Fauwar� wa�s. (z �) - � ; � _ '� � �'� i � �� �c \ --� J = _ `- -- --- ----- ---------- I ---- -------------------------------- ---I ---_ - --- r ,����" � ��------- -q-- - -�-- � j _, , . ; ' � � , � `� �' y ' �-� J - - RE: DETAIL C/S1 .2 FOR CMU WALLS LACKING " � __ � �r� � � , �I ' �� _ �� — _ ' � '° � � � i A BOND BEAM AT TOP. `� �� 2 �` � „ � Z o ` MC 10 X 8.4 9FEET A h5 i _� � _cG i V �' S� A,pA/1(FT..� (�'f/��C� v�v�^�� �'t'ta'i...._ � I � �Zh D(JWB_5 AT FOOfIN6 & ,� � ao � `�` � il 5 & 6 �'� �"'" �� j % bEAM. 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F�4(� GQl_ r�_ ��-��-� � 4 � _ - - - - - e� - � � ����a � �a � � � D E TA I L G ����;� B � W� ' o RE� - C� �� � _ � �. � � �-� ; I � I �° NO SCALE ' � I c��o o..d.. � u u I,� �� o•°�pdGNqFS.��� �� � ; ,I � p:�-� CB'�O ��'a���6 ��'� �� ��a� ���u� ��i�:+ �. � � � ,� � o ro �-�U tl�r FS tat�/�S � sti. � � � � ��is�ri� , �� lrcQ I�� � i o� ��� 5 rn, i t-�l U i � � WP�LL `� � ��` ELEVATI ON �—_ [��, I 3 � ss..�..� �-� �, �0 N A` - �� � �-k�x Y� _ D E TA I L H �-- -- ------- '� ; � � , '�� Illlllllilllllillll�ll IIIIIIII��pi���II��IIIIIIiII�p�IIIIIIIiIIpIIIIIOpIIIIIIIIIIliipOiill�iIIIIIIiII�IIp�pIIIIIiIIIIIIIIIIIIIIIp � ONE 3/8" DIAMETER x 3" EXPANSION BOLT EACH END i 2 � 3 I ��I $EARI G W --I--- - --- -- ----- ---- ----------- �,�;�--------------------------------------------------------------------- --------------- �f- ��i ��`�"� CMU WALL ' ���` �`�`�� ��"���° NO SCALE 4 x 4 x 1�4 ANG I�%�'� � „ � +�-s5�,x5x� �1T{-I �1�,�'�$ �,/�� �� l� � D.�i. �� ��,�.-r�s � ��c1=�,�sro N BOTH SIDES � ��:.;��, VBZTI(�AL & �6 DUZ-U-WN..L. � � �� Y����;�-- TO EXISTING CMU WALL WITH '� J; 9 I/Z�� I 6000 18 � I6" OL. I10RIZDHfAL & j � j� �=-�� > >/2" 2 #4 X 24` DOWELS � 4' ��'��',�1 J015T � �6" OL_ �OPD �EAM W� 2 � GONT. � SqJD WffFt I �hh � � �/�" O.C. (BOND BEAMS). EMBED ��':�; � �' OG. I10RIZONTAL IN � • NEW OPENING " 6" INTO D(ISTING & GROUT �i�� NEW �u GWU DF�RINI6 WN-L5 � 4 V�TIGAL FN�F� G�.�_ � ��`l -r�{•,; h � ��2" 1 1�2� SECi CELL SOLID � I � ! '� ��vt«-��� � =f - E� � 5��° � �� I � �--_�'��-fLJi� .r""�� !�1=�.'��C. :�:a?i,Ff�^{_ i'�t�-.' �i��� � � . , � - - ��'�j BEAR NG WALL � 2 i � il j\�' j �F D E T A I L L ELEVATION ��;, � 4 ���.w� NO SCALE �il����I I J� • ���� N !I I� - � ��I�,��ai P�z �z�z�/� a�.e urm�.s i y��,\°c �a..rs � �N oL. z kaws rm. r ;j\\�\;�; nr �z a�m�s � � �� �, D E T A I L K ��� ;,; � ,, , - � i�� I.EV� I• SEE D�TAL K/�Z j � �P� 3 5 NO SCALE I��� O ��' u h � I%�' � , � il 1 I i�;, �: _ _ - - - ., l.. _,_;:, ,.;-:, ,,,, � _ �_,:. �.-:. „�_..-: :. .<.-.,.. .._� ._,_., , ,.,:-_ _,,. - ,,_�>. - - , ��;.> _, ` .r ., :>,., .y �/ -`= / �/ �;�'� \� �� ��i �/� \/ '��i '� ��_ %_` �_ �� u �� r ,\ , � .i � ;i i�i '�i '� \� �� l�.�-- .\J ,J. ��--`,� `v � � ""� %''\i` \`l' �,'_ � �, ; / . 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