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B13-0377 REV3 plans APPROVED
Z ��;� ,/2 / ARCHITECTURE INTERIORS PLANNING >>,2��2 Architects, PC Y X R Q P M L K J H PO Box 7630 , ; Avon, Colorado 81620 ��� 1/2�- , Tel (970) 949-0916 2 7 / c � � � � Fax (970) 949-1017 � V:Oq / r �_ u i_ n � �_ u I i_ n �_ n I i u �_ n www.RMTarchitects.com , � 22.5��2, W 14 5 114 17 0 20 1 1/2 12 0 112 11 0 -8 3/4 13 8 314 \ � / , i i i � � \ � � �0.5�/2„ v � 17'-11 15116" ' 21'-1 1/2" ' 22'-0112" ' 16'-11 1/2" 'f 1�6 p�FpGF / � � � � � � \ � � � � � / `° � � 6:p„ � 2 6 � � \ , \ / � � � \ 23,5'/ � � NOTCH TOP OF FOOTING (7)-#6 AT 3"VERTICAL � � � � 2 DOWN TO 87'-2"AT EACH FACE(TYP.) � � \ ` /\ \ / / � � � \ \ ;� � i TEMPORARY SHORING WALL LOWER THEATER SLAB WHERE NOTED * i i / '� 2� 1/ , � / � i TYP. 12 LOCATIONS i i , \ \ / �, \ / � � \ / � \ \ � \ * � / 96:�» � \ 3 � \ � � 6:0„ � Typ � � � \ � 4:2„ {10 p qT S�� • �.:, : � / � � \ ` � J ��pj-6} FRIMFTFR �' FO pT� \ � � � ST�p p,c � 1:�„ 2:�„ � .■�> � \ \ / o 0 6J l STEP N� l � ` * * * * * �Op �FO o � \ , �* �o � � � � �\ l/ i 1'-0" ' 1'-0" 1'-0" , i ��_p�� - -i- - - - - - - - - - - - - 1 T p F`S �'F / 0 2 4 � � \ � `OG� , / \ � � \ � � * S EP� ° WALL LEDGE ° a, �TYP.WALL REINFORCING _ TOP OF LEDGE � \��04 p�FD�F � � / 12 Vail Road, Suite 700 � F ` o - � STEP � WALL � WALL o #5 AT 1'4"EACH WAY � o � = 98'-0" 8 \ o l f�o ; „ s � � � � � / Vail, CO 81657 � STEP q � " STEP {109'-3"} STEP � � o i { } � \ ^ 4 6� Ep � 9S, � � � �w l�iq � `, 4:/ Tel (970) 479-9990 , \ � � ���6;6� `b 11 1/4„ � � \ ���Wq�� � " _ o [110'-9"l ° � - S1.2 r,. �� 1p o , \� 5:�„ � � � � � qTp �FS� `O \ �TE�\ � u � _ � �EP {109�-3,�} N I ° S N STFp \ 3j4�� www.triumphdev.com /' \ 1' , � � l Rql AB `� � a, - 110'-9' � S J_ � NS ^ �' � � `;' - ' � � � - �� o ,� I � � � \ � � � � � w � � � � O � WALL _ � N - _ � � � � c;� �� , � M _.,'+. � ' � � � � \ � � \ � � � \ - - - ^ STEP N {106'-6��} d- � � � � 's" � � � � , � � \�� ST i �96; �� � � � n � � - �11p�_ � � � 0'� i [109'-6"] `° 9 `��;a `�' I _ , � � , � o - - - - � - - - - - - - - - - ° I � � rn FOpT\ ,.y'�` v �r�. ; � �10� Wq � , ,� _ - � � \ - - - - - - - - - - - - - - - - - - - - _ � _ STF /N� �t'�,`':. `"��.L=�,r M � `6� \ STEPC � �l � , � � y � � � � � � _ M � - - - - - - - - - (93'-0„� �J p � � • .. ,y� co � � \ l Wq�� S�O ' � � S�� � � �\� �� _ � c� � ` � (87'-8") o � � � \ � � w rl��.�',.:�47. �' ^�b k S\M' � ^ \ \ � � � � � � - - - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�J WALLSTEP i i FOOTING � \ � �` ��+:vG:. ''Z� � � � � � � STFP �, 23j4„ � � � '\� � STEP � 2 \ / o SrFPC t'��`';� �� : �� 7 _ �� 2 � � / co r � � � � , � N � \ / - - - - - - - - - _ - - � �� �� � S1. � y,��.� ,�y'� l l � � , 9p,�„ / i o � � o i (87'-8") i _ 2 0"X 2 0 X 1'-0" � / � pV � ' ��µ} � � S�'2 � l N � � , � � TOP // D�$ N " � � - o ,O,'T_'I1N,��WITH(4)-#4 HSS 3X3X1/4 � � \ � g / � TOp � '� ....... •���� ��'��, '� ,� � L �F / ,- - - - - - _ - - - - - - - - - - - - - c.i �°-�Y - - - � - - - :1 S �' �, �,\ 23 / o � � � \ / � /� �:p„X3t�„ M \\ � � l `��VCAB i � � � C\ � °_„r i _ � 87'-2" � S1.0 - - - - - - - - - - - i - - - - - - - I � �� � ��oFq L.��'` ' � � / M F�OT/ � \ 2:6„ 8"l� 3 ��C TjN�w�1:p„� � � \ � � \ � �1/q(� � � \ ,�� � � � � TOP OF SLAB � ��� - - - - - - - � I � � � / S�F`` 0 � STEP �G���� �6��1 yWqy N(4)_ \ � r � � � �, STEP � �/ � S � �` AT PERIMETER 1 -6 - - - , _ N / � p � �yq�� � S1.2 #4 � � \ � � � � , 1:8 „ s�q� � � � /,� i - � � �, 10"DEEP OTING � �� Q i � I C° � I � � N � � S STAMP 2 2 - � � _ 3/8 � � 1-5112 � , r ti � Fpo � � _ �1p1'_ STEP � , � .� s � WITH# AT 1'-4" i �� �_ �� � Tj � s� wq<< � � � �FA /� � � EAC wAY � � 2 3l4 5 6 � 2,_�„ � STFp �� � � o � � � , � STFP wqcc sa:2„ � �r � �� T U.N.O. � � � w � � � ' � � STEP � � � O � � 4 � i � \ \ • 2'-6"X 2'-6"X 1'-0"�� i � I � � S��� �99:g„ � 2� "' (8� , � L � T �' � ;� � � - - - - - - - - - - - - - - - -r - i FOOTING WITH(4)-#4 i � I FOOTING FA I/ � 6;p� ��C P pF � � S1. �� � _ 87'-1 1/4" EACH WAY � 4� � � / �98; � . � E � S q8 � , \ � �- 87'-1" � STEP � / �0� � ���� � 3: - - - - - - - - - - - - - - - - - - - - ' \ \ \ ST�p � \ � � ����� � FOp' 20"X � � � � (8�: S\ , \ I i TOP OF SLAB 2 3/4�� 1'-6° i AT DRAIN � / \ \ � � � �'`: / Eq �N Wl �'0„ � \ \ 8) � � i AT DRAIN i � � 4:8„ �o _ / , �8g; � � `� � � � � �y TH )' � � - � - - - - - - - - - - - - - - � - - - � _ L - - - - � �� / „ � ��_�„��. \ , , 8� � \ � �4 #4 3j4„ FppT 19p,2 , - - - ' - - - � - - � g � , / , � � � STEP lNG �W � � � 2314" �� HSS4X4X1/4 i � ��0� '� .� � w q�G N i 2'-6"X 2'-6"X 1'-0" i I � 4„ , 3 \ � , �� � � S FP� l � Fp�T� �Op � S - - - - - � � r �_ Q o i EOOTINAWITH(4)-#4 � - - - HSS 51/2X5 X 4 � - - , � WALL � � � 3:�„ 4: „ . �' „ i �q ST STFPTjN� n (qg ST�p � � � 87'-8" � I N - - - - - s J � - � d- � 7 STEP � � F � - - - - - - - � � , � � �' � s P 88:p» � � / _ � _ I - - - - - - - - � - - - - - - � I I � `° � o °OTi,y � ��II7r(�� ����1� � \ ``\ ` /w c r0po �6 �\ o /� N °° .� - - - - - - - - � - - - - - - _ - - - - � - - - � � o �srFp � 4=p3/ \ \ (8g,8„ � � �� � S A� FS � � - - - - - - - - - - � - - - - - I En��nc�r�,Inc. 4�� � (9p; � � � ���� jEp _ � � �AB � / � � � � i 1 �\ _ 88'-2" I I i� - - _ � . 2 � � `� �`b � � / 12�0 ���;�'/\ � - - � T o ��` i v i � " WALL � , ] WALL �t�uctura� �.n ii�eers � 1' _ � 2'-6"X 2'-6"X 1'-0" � _ � I � 6 [100'-6" � 9�0" ' � � � � ' � � � M � Q'� N � FOOTING WITH(4)-#4 TOP OF t STEP I _ � � � �� I STEP V.ail•I)c�ix•c�e 16:g„ 4 , �89:8� � � J � � - - - - - i - - - - � 0 � EACH WAY i SLAB � i � � � ° ° ��_6�� � 2-0 3. S�.� � � � �� �"� �� / � � i �o i i 4'-0"X 4'-0"X 1'-0"-� � � � � _ 11/4„ 3 , _ � � �`o �n' � \ \ - - � � �� FOOTING WITH(4)-#4 I � � "' M I I _ � o� � I o ��9��2� o / � � � \ 1-2 - � EACH WAY � � � � � , / � � Z 8 23j4„ S�.o � u / � � - � ' \ � �3'-3 1/4" � I � I � - 6:�„ � 4 WALL � � � � \� 17'-1 518" 2 3l4" � FOOTING WITH )-#4 i � � 6'-2 112�� 2�_ �� ��_6�� � � � STEP � �� � _ EACH WAY i � d- I i � 6. „ L / R�' � � r� - � � [100'-6"] WALL 3g'� 1/2„ � / S1.p ° � � � � � � � \ � (93'-0") � (93'-0") � � � � � o rn i i � i i _ _ � 5 � � STEP � � �0.51/2„ � � i� � �� r �� 3'-6"X 3'-6"X 1'-0" � `'' 1 � � � � I - � I � � � I I � o / _ !� � 8'2 „ � � � � �o I I _ FOOTING WITH(4)#4 I I __� J I � I - r � I � - �_ _ ° � Y � I I EACH WAY -� - - - - - - - _ - -� � � - - � r - - - - �,,, - /� s� �� � I� L �HSS 4X4X1/4 HSS 4X4X1/4 I � L � N � � 14 / �y X � - � - _ ' - - o � �''4 1�� I 1'-�" � �� � �� � �� � �� I � � I I � �- L J � � , � wq�C � � I I�' 2 � 6-6 314 14-4 3/4 5-3 3/4 � 11-2 � I I _ L _ � � � a, � � I 3, O„ � Q / STFp � � .-- - -�� �� � I I � � � o �- a�-s° ��-o° � � � ``' 6 �..� „ � / °' 93'-5" 8� 3/8"� � F 0 ING ITH(4)-#4 � - � S r l W WALL � � i � 4'-6"X 4'-6"X 1'- " EAC WAY ��-2'-6"X 2'-6"X 1'-0" � �� � I / F�OT/ V STEP � WALL TOP OF SLAB 93'-7 1/4" L - � - - - _ - � i FOOTING WITH 4-#5 L J FOOTING WITH(4)-#4 � I STFp NG v FOOTING � _ _ AT DRAINS TOP OF SLAB 2 ^I � r �ACH WAY EACH WAY � � � I�� � I I $" � ST S EP o 0 � t � �� I `�' � � (83'-0") � AT PERIMETER �o I I I � � I � � / ^~ S1.2 -� � L- - - --r - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -m - - � °° I oo � N � � v ti � � � L J � 13 - - - - ' - - � � � M , �-0�� I � `° � �2: „ ��� FOOTING � �w I I u � � 2'-6" 2'-6"X 1'-0"� i � DRAIN� FOOTING I I / 3: „ � � STEP I I o F00 ING WITH(4)-#4 5-71/4 � 0 - - - - - - - - - - - - - - - - - - - - - - - / � = -- �„ � � � � �r. 4'-0"X 4'-0"X 1'-0" � � r , � � � � E A C W A Y T Y P.U.N.O. STEP � / i �"'� o - 9 9'-8 3/4" F O O T I N G i � � �o �� i i - � � - i-- � � -�- � _ I I" I � i i FOOTING WITH i � � � i I � � STEP � J _ � / T^ cv m I I I � � � � ( ) � � 4'-0"X 4'-0"X 1'-0" � � FOOT G � � / � i i � � � 4-#5 EACH WAY � � 6 � _ ;* V1 , „ � i o i 1 6"X 1 6"W I T H i i � � F O O T I N G W I T H i S T E P WALL WALL TOP OF L DGE=87'-8" WALL o WALL I � o � 2-6 I I , I i_, F�OTING � � � � 7'-0"X 7'-0°X1'-4° FOOTIN � � S�•2 4-#5 EACH WAY � � STEP i STEP STEP _ _� STEP � a? � i n � ��n � o (4)-#6 TOP AND BOTTOM � � � � ) � - - (84'-0") - - - - - - - � - - - - - - � �,.� ' / - - J - - - - - - - - - - - - - � - - L - - � � i°' S EP i � AND#4 TIES AT 1'-0" i i WITH(8)-#6 EACH WAY � i i _ __ _____ ____ _ , � \ / ` \ i � � n � � � n I � � �-' i n � � i n � � � u n � ��������� ���� �� � 2-3 8'-6 � 13-6 � � 14-4 � � 13-2 � I I � � � � � � � � - -� - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - -�v - - - - - _ - - � F��TiNG � i- - - - - - r - - i i - � � � - i i - - � - - � i � i � � � I � \ SrFp Q 93'-8" 88'-2" 87'-8" 88'-2" 8 '-8" � � � I 1 I l [ 1 [ 1 I 1 \ � FOOTING � � 1 i i i i � i i � i 3 - - - � - 4 - - - � - - , �- � -� � I i� \ � 88'-2" � STEP I I I o � I i I i o I I � I � o � FOOTING I o� � � ALL M � :-I I I "� � I �� _��� o I � I � _ � � I STEP � °' �. -• I � S � S1.0 � L -�- - J � W � � ° � - � t . 'I � � 1 . 1 � � t � I � S1.0 TF`P � � � � I I I � n •� 1� •� �� I u i u i u � n i n � n � u \ � ---� � 0 � ° I �'--=, I I �,---� I I � , - 1/4 3-4 9- 24-5 3/4 9-0 -6 - d. F � � � � i "' � THICKENE WALL WALL � WALL WALL � � � N _° I I I � ° I i i I I I i i I I 7'-0" � � i 8" i i i � STFi�T��G =-'I r � � �.I � I I I I � � _ _ i i _ _ � � _ _ i i _ � � _ � � � � N EDGE [88'-2"] STEP STEP v� STEP STEP WALL �I i� � � � I � I I � v � � � � 16'f�SONOTUBE WITH � � � � � � (80'-0") ' (80'-0") „ � � � � _ � � � � � (6)-#5 VERTICAL AND � 3�-0�� � I � � ! STEP � � � � _I STOTE� � -� �-i #3TIESAT1'-0" � i FOOTING � --� -------------- I I ------- -----� --- � I i � r; \ � � � ^ � ( � - -r - - - �- -- - - - - - - - - - � � ° �� 10 - ; - - -r - - - - - - - - - - - - 10 I �J I�- �� 5�-�n �� ��� � _ - - - _ _ - _ - _ _ _I_ L _ - _ - �74�-����- 1 - - - L 1 - - - - - - - - - - ' ' 4�i S, B � I I I I I I � = I - - - - - - - - - - - - - - � � � 16"WIDE X 24"DEEP CONC ETE�� � � WALL i r g��_g�� gg�_2�� gg�2�� 87�_g�� , _� WALL WALL I � SEE NOTE 17 - � i GRADE � [ ] � [ � ] [ ] � � � � � i I � � BEAM WITH 6-#6 TOP AN BOTTOM � � � � STEP � �'-3112"i FOOTING �i i I - �'' � � � STEP STEP J i� � � AND#4 TIES AT 1'-0" i � � o I � STEP �� � ' � g � � � i � �' r' `� i' �I g = - - - - - � - - --- � ao � � � � �� . _ - . ao N I _; I, � � � 1 -4 1-4 S1.1 `��; (80'o") � ;�:� ^ � i � � � � ��� i ��� g - - - - - � � WALL WALL II � u i i M i �/1 N � i �,(, STEP STEP / � � \ / � i i � V1 - � - - - - � �` _ �. [as�-2°l l83,0� - - - - - � `a3.o'� [�$'-2"l � � � � _ o � �.; _ ��s�o��) _ �,-' � � � � �sa�2��� � � � � _ ��� N �� ��� e- � I L _ - -�- � - - - - - - - - - - - - - - - _ - - _ - _ - � - _ _ - - - - - - - - -�- - - - � / ~ 8 7 I O 0 i \ � i i `� !� � g � [88'-2"� �8j g� � � - _ - - � `g1'.8�� �88'-2"] i i i S1.1 S1.1 i ^ i��r i � S1.1 SOOP ING [gg'2"] I i ` �„� O �ri� � I i i i i i �� U � I I i � 8 � � i i i I O � i S1.1 S1.1 � � � i � i i � i i i i � ISSUED FOR: 6'-2" ' 45'-7" 19'-3° 14'-0" 10'-10" 14'-01/4" 19'-4" , � � � No. Date Remarks 5'-8" 6'-2 3/8" 2'-6 5/ " 1'-8" 23'-101/4" � 17'-10 314" 18'-4" � 12'-11 1/4" � 13'-8 3l4" � 13'-8 314" � 17'-9114" 1'-4" K 9-06-13 Issue for Permit 16'-4" � � , 41'-6" 76'-6" � 10-04-13 For Construction � � � � 11-26-13 CD Set 1-31-14 ASI #4 -10-14 ASI #5 U T S. 4 S. 2 S Q 0 N L J H G � FOUNDATION PLAN � 3/16"=1'-0" FOUNDATION NOTES: NOTE: 1. DATUM ELEVATION 100'-0"EQUALS FIRST LEVEL FLOOR SHEATHING 10. PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR 1. BUILDING CODE USE IRC 2012. ELEVATION. NATURAL GRADE AS OUTLINED IN SOILS REPORT. 2. SPECIAL INSPECTION REQUIREMENTS TO BE PERORMED PERIODICALLY FOR SHORWG WALL. PROJECT NO: 9156 2. [XXX'-X"]INDICATES TOP OF FOUNDATION WALL ELEVATION. 11. UNLESS OTHERWISE NOTED-ALL SLAB ON GRADES ARE 4"THICK PHASE: CD WITH 6X6 W2.1 X W2.1 WELDED WIRE FABRIC. A. VERIFY ELEMENT MATERIALS,SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS. 3. (XXX'-X")INDICATES TOP OF FOOTING ELEVATION. DRAWN BY: C7H 12. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS AS SHOWN B. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS 4. {XXX'-X"}INDICATES TOP OF BRICK LEDGE ELEVATION. ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT FOR EACH ELEMENT. CHECKED BY: CC EXCEED 225 FT 2. 5. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS REPORT. 13. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. 6. CONTRACTOR SHALL PLACE(3)-#5 VERTICALLY FULL HEIGHT OF . WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4'-0"IN 14. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS F oundatlon ADDITION TO WALL REINFORCEMENT SHOWN OTHERWISE. DIMENSIONED OTHERWISE ON FOUNDATION PLAN. 7. ALL FOOTINGS IN CRAWLSPACES SHALL BE BACK FILLED WITH 15. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS Plan COMPACTED STRUCTURAL FILL TO THE TOP OF THE FOOTING AND LANDING SLAB ELEVATIONS. MINIMUM, UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON SHEET NAME SECTIONS. 16. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER ARCHITECTURAL LANDSCAPE PLANS,DETAILS AND ELEVATIONS. 8. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS PLYWOOD FLOOR SHEATHING. NOTED OTHERWISE. 9. FOOT�NG ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO 17. � INDICATES 12"X 16"PILASTER UNDER BEAM. BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANGES WITH � STRUCTURAL ENGINEER. SHEET NUMBER Z l ��'2��2„ ARCHITECTURE INTERIORS PLANNING Y / Architects, PC , X R Q P M L K J H P Box 76 2 7 / ' Avon, Colorado 81620 � � � � Tel (970) 949-0916 � s:On / i I i_ u i_ n � i_ n � i_ u �_ n I � n i n , � 22.5��2„ W 14 5 1/4 17 0 20 1 1/2 12 0 1/2 11 0 -8 3/4 -8 3l4 Fax (970) 949-1017 � , / www.RMTarchitects.com � � � � � , \ 10:51/2„ � � � � � ' � / � � � 2 6 ° � ' , , s:o„ � ' � � � � � \ � \ � � , � 2�: � � ' � � � � , l � � � 1i�„ , � s�.o � \ ' � / \ / S 2 / i i , � � � �'� / i i \ ' � � rr � \ � .s,. � , � � � i o \ , \ � \ i i I I i i . � .■� � �24 � ' � � , / � � � � s�. ' � ' � , 12 Vail Road Suite 700 � i i i � i � � � Vail, CO 81657 � � , , , , � , Tel (970) 479-9990 ^ ` \ , �� � / , 4 � � www.triumphdev.com � �� � , � � \ � STAIR i � 2� � � � � � � - - - 10X26 _ _ - - - - - - - - - - - - � - - - - - .�,���_ co / yG \�3 2 � N��M \ , L8X8X1/2X1'-3" �y''r�u`'`,����� .� ^ �M52SSp �� \ ' � 9 S \ � � EP3 4 TALL i i ��,��, ,�.....� tii7ti._; S \ ,,N CpNCF I F Q HU210 RE:9/S3.2 4 q, o ��-:•�� 'C. i 4 � A�F�, , S3.2 � RE:2/S1.1 �x G,'¢ '•. ��� / \ � (4)-1/2"PLYWOOD ST STRINGE ITH(2)-SDS SCREWS i i � ��:� `2��� � �s�` 3 ���y\ � 4 X 5"INTO EACH STUD. 11 7/8"VL TRE S WITH L70 CLIPS EACH END 12-8 1l2 HSS 3X3X1/4 (4)-16"VL � g �t;��,J ��� � S�.2 � , i - - - - - - - - j - - - - - - - - - - - - - - I - - - - - \ 2�.�2„� �.'' r,� .•`�,��'z � 2 3 � , � N � � .,... �� 4� � \ j i � � i �P , \ �t� � � N ONLY (4)-3/4"(�X � ^ / / 2 2 \ ° ; -� i \ ' \ � i � . 5"LAGS � Vp �/ � X � UP HU48 p � , N 4 � � TAMP o ' � N�1' �i / pN�Y \ 1 "VL � HSS 4X4X1/4 o ONLY / 2� "� \ � , Up / 11 � ' � � (2)-12"VL i 100'-0" � � � \ \ \ ' � �N�� 4 i BorTOMFCUSy ry � N UP \ \ \ i i N � �� SHEATHING TAIR (2)-12"V . / � � � , ) � i i UP � � � � , (2)_1�� „ � l ON�y \ \ \ - 4 - - - � - 13 - �- - - - - - - ONLY - - - - N - - - - / � , � ia �� l � - -I - - - - - 1 8 � � Up i / ��_r„��. ` � \ � ���y 4 � � � Q HSS 4X4X1/4 0 '� � , � \ � � ��2�0'� l i P UP o HSS 4X4X 4 HSS 3X3X1/4 5 � ,� 7 ` \ , � � TppOF � 4 4 ONLY � v � , \ �� i 6 3/4"X 12"GL \ , �9,T ' _ _ ' � (2)-12�� 3-12"VL - - - - - � , \ , i � � Up / �' � , � , _ , _ , _ , _ , - - - - - - - - - - - - - - - - - - - - - -(�V� - - - - I'�f�r�r�� �N��11 /\ \ V /. ' - ' 1 5 i W10X12 4 i 4 UP ONLY - � 6 En��nc�r�,Inc. � ^ � U P � �' �2„ , /� �� ,' � � � \ � ��Rl � �� i' 2 ONLY � o � St�uctura� �.n�ii�eers 6'8�� / Up \ M � � �• �' _ ' _ � x °' FULL BLOCKING UNDER (3)-2X6 i i � � . � . � • � � o X 10 Vail•1)c�ix•c�e �N�V C � / � N N S3'2 � �� ° STONE VENEER COLUMNS � J 4 > v � ✓�NT/�E� ` /. � �'. � .� � ABOVE RE:ARCH _ - M Z �isr FR � •� � _ _ _ _ M , M •� � '� r/1 6�0" � S � �� "' " " " "' "° v (3)-12"VL v HHUS 5.50/10 \ � ` 6"CONCRETE SLAB �� v UP 0 L � °' ... ... � ' ,3g,� '�2 S32 � N�Y / � ♦•• .,. ♦ •. .�.• .• 4 TYP.(4)-LOCATIONS HSS 4X4X1/ 12 ON 1"METAL DECK �_2X6 UP ONLY I I 1 5 � � , P ONLY - bN 0. 99'-2 3/4" i p i � i o i 5�j2„ SS HSS 4X4X1/4 6 3/4"X 12"GL �..1 � TOP OF W14X43 W14X43 4X1/4 W14X43 ONLY o HSS 3X3X1/4 W10 3 - - - � � Y SHEATH G HGUS US410 i - r ��OR1 �T� 6; „ � i HSS 4X4X1/4 i /4 !�� X � � HSS 4X4X1/4 5.50/12 3-12"VL UP i NLY 14 4 ONLY - � UP 7 i HU412-2 HSS 4X4X1/4 � i VL TO PAD ONLY HSS 3X3X1/4 W10X � i i S1.2 ° ° � W � � 5"CONCRETE SLAB WITH � UP ONLY � X (4)-1 "VL i 99'-8 3/4" N � N #3 AT 1'-0"EACH WAY N � � � . �i ° • ° HSS 4X4X1/4 i i � • ;�,., � e M ABOVE AND BELOW N S3.2 S3.2 6"CONCRETE SLAB V i TOP OF � PIZZA OVEN,BUILT UP ON � � � . •, ... .., SHEATHING HUS412 � 2 71/4"VL x 13 ON 1"METAL DECK � 6"CMU,GROUT EVERY OTHER x � o � N N � MAIN LEVEL FRAMING PLAN � INTOLEDGER i � N � � � CELL WITH(1)-#5 VERTICAL � � � S3.2 0 0 � ^y . _ . _ . . _ . . J. _ . - . _ . _ . _ . _ . - . _ . - . _ . _ . _ . - . _ . _ . _ . _ . _ . _ . _ . _ . _ . - . _ . - . _ � I 3/16"=1'-0" � 3 - - - - - - i �HGUS46 HGUS i 6 � � � i � HSS 3X3 1/4 I � WOOD FRAMING NOTES: � ss.2 � 6 6 '�""' 7 I i 4 W10X HSS 4X4X1/4 i � 1. ALL WOOD FRAMING JOISTS SHALL BE iLEVEL BCI/5000 TYPE JOISTS CONCRETE STEPS i 6 � � � � �,y AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES 6"MIN.WITH i i i �. � SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE #4 AT 1'-4"EACH WAY S� 2 i HSS 4X4X1/4 � � T^ REVIEWED BY THE ENGINEER OF RECORD. DOWEL INTO WALL i i i °' � V1 i i (3)-9 1/4 V � W10X15 ONLY � i n 2. "VL"INDICATES VERSA-LAM BEAMS,AS MANUFACTURED BY BOISE _ 6�� � _ � CORPORATION COMPANY. ALTERNATES SHALL HAVE THE SAME OR i i � GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. � � � � � - - - - - - - - - - - i 00 -FCJCCBtQCKiNG l7NDE17- 3. Q INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED � i ;� ;: UP STONE VENEER COLUMNS i O POOL � � ......... ......... � : ........ . ONLY ABOVE RE:ARCH ; -� � • ..................... ........... : � I .. e.................... ............ .�. � J � , ' ..................... ........... .. ' '�. :...': :: :: .....�� ..: :: :,� �/ .... 4. � INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON •' `" ... ... .'.. •.:•°:•` 10 0 - °.`.. :::•: ° • CONCRETE WALL OR FOOTING BELOW,OR IT IS LABELED UP ONLY. x � '� ' ' =r i �' � � � o M o N I � 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. o� � � i i BEAM I i 8 i � �y 6. CATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. i POCKEI� i � � W10X45 6X12 GL 6X12 GL 6X12 GL � � � 7. HEADERS SHALL BE(3)-2X10 UNLESS NOTED OTHERWISE. ALL 10 - - - ; - -, - - - - - - - - - � - - - - - - , - - - - - - - - - - - - - - - - 10 i � i i � HEADERS SHALL BE BUILT OUT TO 51/2"(31/2")WIDTH BY : � ^y ADDWG PLYWOOD SPACERS AS REQUIRED. � $ 10X10 '"'` � i i i i � 8. ALL COLUMNS SHALL BE(3)-2X6 UNLESS NOTED OTHERWISE. g _ _ _ _ _ _ � � ���W� � � °0 8 � 6X1 ��- � � 9. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR _ � i S3.2 2G� 6X12 � �I TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO 8 _ 7 i 53.2 i i � NOTED COLUMN SIZES AS REQUIRED. " i N � S1.2 10X10 � � 10. INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS 7 - � - � 6X�2 �2G�' � i i i BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. i i G� 6X � � O 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 i i � i i � O STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL � � � � � Q 0 INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0"FOR i i � � WALLS SHORTER THAN 10'-0". STUDS SHALL BE SPACED 1'-4" i i � i FULL HEIGHT BLOCKINGi i � FOR WALL SHORTER THAN 14'-0"AND TALLER THAN 10'-0". i UNDER FIRE PLACE i i � ` ^� p i i � �V O 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE i i i I I i � � MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED O � OTHERWISE. I I I � •� 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF i i � i i � � � ROUGH OPENINGS IN WOOD STUD WALLS. ' ' � � i i i 14. FOR ADDITIONAL DETAILS,FLOOR DIAPHRAGM NAILING SCHEDULE i i � i i i ISSUED FOR: AND PLYWOOD SHEAR WALL NAILING SCHEDULE SEE SHEET . 5'-8" 6'-2 3/8" 2'-6 5/�° 1'-8" 23'-10114" � 17'-10 314" 18'-4° � 12'-11 1/4" � 13'-8 3/4" � 13'-8 3/4" � 17'-91/4" 1'-4" No. Date Remarks 15. RE:ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR 16'-4" � � , 41'-6" 76'-6" , K 9-06-13 Issue for Permit FRAMING DETAILS. � � � � 10-04-13 For Construction 16. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM 11-26-13 CD Set FLOOR TO FLOOR OR FLOOR TO ROOF(INCLUDING RAKE WALLS). U T S. 4 S. 2 S Q O N L J H G F 1-31-14 ASI #4 -10-14 ASI #5 17. RE:SHEET FOR GENERAL NOTES. 18. - • - • - INDICATES(2)-3/4"�EXPANSION BOLTS AT 1'-0" STAGGERED,MINIMUM 5"EMBEDMENT. 19. SEE DETAIL 12/S3.2 FOR WOOD BEAM ST STEEL BEAM CONNECTION. JOIST SCHEDULE EMBED PLATE SCHEDULE MARK TYPE SPACING MARK WIDTH HEIGHT THICKNESS STUDS DETAILS � 14"BC1/50001.7 DF 1'-0" EP1 1'-6" 2'-0" 3/8" 5/8"�J X 6" 10/S3.2 PROJECT NO: 9156 �2 14"BCl/50001.7 DF 1'-4" EP2 1'-0" 1'-6" 3/8" 5/8"�i X 6" 11/S3.2 PHASE: CD �3 (2)-11 7/8"BCl/5000 1.7 DF 1'-4" EP3 1'-2" 1'-8" 3/8" 5/8"f�X 6" 12/S3.2 DRAWN BY: C7H �4 11 7/8"BC1/50001.7 DF 1'-4" CHECKED BY: CC �5 91/2"BCl/5000 1.7 DF 1'-0" �6 (2)-71/4"BC1/50001.7 DF 1'-0" �7 71/4"VL 1'-4" Main Level o �2,_2X,2 ,�_o�� Framing Plan �9 2X12 1'-4" SHEET NAME 10 2X12 1'-0" 11 91/4"VL 1'-0" • SHEET NUMBER E R Q ARCHITECTURE INTERIORS PLANNING � , Architects, PC W 14'-5114" � � PO Box 7630 V � � \ Avon, Colorado 81620 � ' � ' Tel (970) 949-0916 s`o I � � Fax (970) 949-1017 S 3S:q„ www.RMTarchitects.com '�NO�STR/NG 2�:� 1/�„ ' ��p��/pSFqCyFRB,l��B��� / ENO �wrTy 62:�„ � i i STq/R 1 � S�� / / �2„ � i ' yss ' 14:2 C / \ X�X��4 STq/R 1/2„ / .�" / I � �v � ^ ' g .� . .. i \ \ � 4 4 / J, A. �J / �� , S�2 �1/2„ l� � �v (2�.9��4 ( �epTTO `U � 2:8„ 12 Vail RCO 85657700 ST,QIR � ' , S � Vail, s3 � � y � / F �l 2:8„ Tel (970) 479-9990 � �o ry � �/ �°1 � www.triumphdev.com \ U UP �'4„ � � � �� �-. i L ONLY � ��6� �� � � / � , \ �� �2�.g �, � � ..,-�.,_. �. � 0 4 \ 1/q„�� / �� �Cy \ ��y�4Y..�•��_}-�tF � `V p / � �'� -w �,�;;�. G � - - - - O�C ��� =1p„ � � / y� / ��'�r� � ^ U 2 S `�'� �. `'� 0 I y SyF�F \ ' l NSS4 � l \ ��`� f�(j� �7 Y � ATy/N� \ �'��i�X4 ��4 j / / \ \ � }�J',v � :�� r HSS 3/16 �3 �i � �2:83jq„ � \ � � '�.}.�,. � i �1,� 2 4 5 � .� 8 S33 % \ S���F � / i � ..... •s',,��� y��\ a , RVED HSS 4X4X /16 �5 12 p qTy� � S�� tr� �� � O ,� w,4X N� / 6 � � SS 8X4X1/4 //� i i � \ \ y /i �8 � � / � '� / p /\ \ � , 4 � � STU66 i � \ \ \ i/ �F k � �Y / ry STAMP 4-2X6 � i � \ � � � COLUMN w>q,�.2 �/p � s S' � l `� ) > Q > i i 6 N � ^ � `\ \ i ;V TUB N \ - - - - - .� i �y � � / � , LUMN �, Q N � � CURVED � �5 lp 8'r�2 \ i (�p �� i yUS4 2 � . r � � � Q 5 ' ' HSS 8X4Xh/4 � S3 ��V�y �� / � , � S 4X3/16 (2)-12"VL � 3 \ O � � 4 � � ��_�_�_. u P _ _ ' 12 ' �S�2 � �� l � �� .� ON S X6 \ � U 1 / � 5 )R 33 14 i p 2.3„ H S 4X4�C3/16 5 X26\ \ pN�Y � � �'°0 _ � / 8X�2 6yFqTy� � � 5 , oN�,, , � N� , � I'��f�rr�r�� �I�T��11 i / h �n��nc�r�,Inc. i / ��w � � DECK �'OpF �t�uctura� �.n�ii�eers �'.v i l+1}��ix•c�e 8X8 X 7'-6"LONG SISTER � � � TO JOIST AT BACKSPAN i / / � � TYP.AT 4 LOCATIONS ' i � � � _ � / / / � � 4 � � C� � � � � , � W � / � , \ � � � � ^ � ROTUNDA FRAMING PLAN � � � , �~ 3/16"=1'-0" � \ � � / \ � � i i / , �� � 3 � � � � C� , � � � � , / � � � � � V � \ ^� � � ' � I � � � � � � ' / \ \ � � \ � � � 2 �" 4� � • � � � � � _ � � � � � , � UPPER LEVEL FRAMING PLAN � � � � 3/16"=1'-0" � � WOOD FRAMING NOTES: � � , � , C� / � 1. ALL WOOD FRAMING JOISTS SHALL BE iLEVEL TJI 250 TYPE JOISTS �I � \ � , AS MANUFACTURED BY WEYERHAEUSER COMPANY. ALTERNATES � i � SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE '^ / REVIEWED BY THE ENGINEER OF RECORD. � V1 � � i i 2. "VL"INDICATES VERSA-LAM LVL BEAMS,AS MANUFACTURED BY � O WEYERHAEUSER COMPANY. ALTERNATES SHALL HAVE THE SAME OR O i / GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. i � O 0 i 3. 0 INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED �..� � ON PLANS. � i n � � O i 4. � INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON � � 1'-4" / CONCRETE WALL OR FOOTING BELOW,OR IT IS LABELED UP ONLY. � � � � 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. Q ;� � 6. � INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. � � A. 5 G � 7. HEADERS SHALL BE(3)-2X10 UNLESS NOTED OTHERWISE. ALL ISSUED FOR: HEADERS SHALL BE BUILT OUT TO 51/2"(31/2")WIDTH BY ADDING PLYWOOD SPACERS AS REQUIRED. No. Date Remarks K 9-06-13 Issue for Permit 8. ALL COLUMNS SHALL BE(3)-2X6 UNLESS NOTED OTHERWISE. 10-04-13 For Construction JOIST SCHEDULE 9. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR 11-26-13 CD Set MARK TYPE SPACING TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO 1-31-14 ASI #4 NOTED COLUMN SIZES AS REQUIRED. -10-14 ASI #5 1� 14"BCl/5000 1.7 DF 1'-0" 10. INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS EMBED PLATE SCHEDULE BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. 2� 14"BCl/5000 1.7 DF 1'-4" MARK WIDTH HEIGHT THICKNESS STUDS DETAILS 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 �3 (2)-11 7/8"BC1/50001.7 DF 1'-4" STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0"FOR EP1 1'-6" 2'-0" 3/8" 5/8"�J X 6" 10/S3.2 � 11 7/8"BCl/50001.7 DF 1'-4" WALLS SHORTER THAN 10'-0". STUDS SHALL BE SPACED 1'-4" FOR WALL SHORTER THAN 14'-0"AND TALLER THAN 10'-0". EP2 1'-0" 1'-6" 3/8" 5/8"QJ X 6" 11/S3.2 � g 1/2"BC1/50001.7 DF 1'-0" 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE EP3 1'-2" 1'-8" 3/8" 5/8"f�X 6" 12/S3.2 a (2)-71/4"BCl/5000 1.7 DF 1'-0" MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. a 7 1/4"VL 1'-4" 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF PROJECT NO: 9156 � (2)-2X12 1'-0" ROUGH OPENWGS IN WOOD STUD WALLS. PHASE: CD 14. FOR ADDITIONAL DETAILS,FLOOR DIAPHRAGM NAILING SCHEDULE DRAWN BY: C7H �9 2X12 1'-4" AND PLYWOOD SHEAR WALL NAILING SCHEDULE SEE SHEET S1.0. CHECKED BY: CC 10 2X12 1'-0" 15. RE:ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 11 91/4"VL 1'-0" Upper Level 16. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF(INCLUDING RAKE WALLS). Fl �llllllg P 1�11 17. RE:SHEET S1.0 FOR GENERAL NOTES. SHEET NAME • SHEET NUMBER z ARCHITECTURE INTERIORS PLANNING Architects, PC / ��,2'�2 PO Box 7630 �' Avon, Colorado 81620 � Tel (970) 949-0916 X R Q P M L K J H Fax (970) 949-1017 ' www.RMTarchitects.com /27 � � � � � s:On / r I �_ n �_ n � � n I �_ n i_ n I � n �_ n , \ � 22.5��2„ W 14 51/4 17 0 20-1 1/2 12 01/2 11 0 -8 314 13 8 3/4 ' / � � � \ � N��4�2 / � �0:51/2„ V � � � � � \ � � i i o �\ , �N l 6:�„ i i i i i � � � a � � � 2 6 � � � � y��4RTE0 ���.,2„�� ' � ' , - � \ N��4>2 / � ' / A�FRT yqN 2�'� �i � � � � � � \ \ , (2_ , � T✓p�sT���RS� �'� � � � . .�. , � / , ) - � S 2 5 , a �ERr � � � � � . '. � N��4�rF� \ � � 4 A,Y.4j2 � i 4 i i \ \ / � � � \ \ , \ \ (2)_�2„ S3.3 V 12 Vail Road, Suite 700 �Xg,�„ i INVERT INVERT � � ' \ ' � HUC412 , , HUC412 , Vail, CO 81657 � STpNFVF , \ , INVERT INVERT MAX. MAX. 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ROOF SHEATHING 5/8"(48/24 SPAN RATING). STAGGER PANEL END JOINTS 1. ALL WOOD FRAMING JOISTS SHALL BE iLEVEL TJI 250 TYPE JOISTS � � � � � i � AND FASTEN WITH 10d NAILS AT 6"MAXIMUM ALL EDGES AND 1'-0"MAXIMUM AS MANUFACTURED BY WEYERHAEUSER COMPANY. ALTERNATES ' ' OTHER SUPPORTS. SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE i i � i i i O � REVIEWED BY THE ENGINEER OF RECORD. � � � � � � 2. RE:ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS i i � NOT NOTED. 2. "VL"INDICATES VERSA-LAM LVL BEAMS,AS MANUFACTURED BY i i i i WEYERHAEUSER COMPANY. ALTERNATES SHALL HAVE THE SAME OR � � i i i i 3. ALL HEADERS SHALL BE(3)-2X10 UNLESS OTHERWISE NOTED. ALL GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. i i � ISSUED FOR: HEADERS SHALL BE BUILT OUT TO 51/2"OR 3 1/2"WIDTH BY ADDING 3. ❑ INDICATES COLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED i i � i PLYWOOD SHIMS AS REQUIRED. ON PLANS. , � � , � � No. Date Remarks 4. ALL HEADERS LONGER THAN 6'-0"SHALL REQUIRE TWO TRIM � K 9-06-13 Issue for Permit 4. � INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON I � 10-04-13 For Construction STUDS AND TWO KING STUDS EACH SIDE. CONCRETE WALL OR FOOTING BELOW,OR IT IS LABELED UP ONLY. � � � � � 5'-8" 6'-2 3/8" 2'-6 5/ " 1'-8" 23'-10 1/4" � 17'-10 3/4" 18'-4" � 12'-11 114" � 13'-8 314" � 13'-8 3/4" � 17'-9 1/4" 1'-4" 11-26-13 CD Set 5. ALL JOIST HANGERS SHALL BE SIMPSON LUP,WP OR LSSU TYPE 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. ' I 1-31-14 ASI #4 UNLESS NOTED OTHERWISE. 16'-4" i 41'-6" 76'-6" ' -10-14 ASI #5 6. � INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. � � � � 6. ALL BEAM TO COLUMN CONNECTIONS,BOTH TOP AND BOTTOM SHALL USE SIMPSON PLATE CONNECTORS UNLESS NOTED OTHERWISE ON DETAILS. 7. HEADERS SHALL BE(3)-2X10 UNLESS NOTED OTHERWISE. ALL U T S. q- S. 2 S Q O N L J H G � HEADERS SHALL BE BUILT OUT TO 51/2"(31/2")WIDTH BY 7. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM ADDING PLYWOOD SPACERS AS REQUIRED. FLOOR TO ROOF(INCLUDING RAKE WALLS). 8. ALL COLUMNS SHALL BE(3)-2X6 UNLESS NOTED OTHERWISE. 8. ALL PREFABRICATED TRUSSES SHALL BE ALIGNED WITH WALL STUDS BELOW. 9. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR 9. < >INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO JOIST SCHEDULE NOTED COLUMN SIZES AS REQUIRED. 10. RE:ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED MARK TYPE SPACING ON STRUCTURAL PLANS. 10. INDICATES INTERIOR BEARWG WALLS. FLOOR JOISTS PROJECT NO: 9156 11. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. � 14"BCl/5000 1.7 DF 1'-0" PHASE: CD DOWN TO MAIN TRUSSES ON A GRID NOT TO EXCEED 4'-0"X 4'-0"(16 FT 2) 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 12. ALL COLUMNS SHALL BE(3)-2X6 UNLESS OTHERWISE NOTED. STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL ❑2 14"BCl/5000 1.7 DF 1'-4" DRAWN BY: C7H INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0"FOR WALLS SHORTER THAN 10'-0". STUDS SHALL BE SPACED 1'-4° a3 (2)-11 7/8"BC1/50001.7 DF 1'-4" CHECKED BY: CC FOR WALL SHORTER THAN 14'-0"AND TALLER THAN 10'-0". �4 11 7/8"BCl/5000 1.7 DF 1'-4" 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED � 91/2"BCl/50001.7 DF 1'-0" OTHERWISE. ROO 1 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF � (2)-7 1/4"BCl/50001.7 DF 1'-0" ROUGH OPENINGS IN WOOD STUD WALLS. ❑ Framing Plan 7 71/4"VL 1'-4" 14. FOR ADDITIONAL DETAILS,FLOOR DIAPHRAGM NAILING SCHEDULE SHEET NAME AND PLYWOOD SHEAR WALL NAILING SCHEDULE SEE SHEET S1.0. � (2)-2X12 1'-0" 15. RE:ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR 9� 2X12 1'-4" FRAMING DETAILS. 10 2X12 1'-0" 16. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF(INCLUDING RAKE WALLS). 11 91/4"VL 1'-0" • 17. RE:SHEET S1.0 FOR GENERAL NOTES. SHEET NUMBER