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Home My WebLink AboutB12-0471 REV2 Structural Plans APPROVED DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 51 21 �� WWW.SRIARCHITECT. COM 1 2 3 4 5 6 7 8 9 i i i i i i i i i i i i i i i i i i I I I 4'-O" 6" 16'-O" I I I I I I I I I I I I I I � - � I I I I �� I I I ,� 'j > ' � I I I I I I I >..� � Et�-�'� -o' I'-o" L I I I I I ;" [81 '-6"] ,�FOOTING WITH, [814�4'�6 ] ;, I I I I I I I `"��,_� fi � (3)-#5 EAGH WAY � � � I I I I I I I ' I I I I I I I I I � � � I I I I I I I � I 53.0 I � 53.0 I I I I I I I I I'-6" X I'-6"�G�NGRETE I I I I I I I I � - J PIER WITH�(4)-�6 �/ERTIGAL L - �- I I I I I I I I �� ^� `� I I I I I I I I �- -I- -� �� I _ � I I I I I I I ----------------� �-----� �----� I 0 I I I I � , , � , . . I I I #5 X 3'-O" AT I'-4" - - - � ' - ---"-"------------- '-'-'� j� GUT D�WN EXISTIh1G � I I I I I I EPO - 6" DEEP - i i GMU W�LL TO 8" BELOW I I I I I EXISTIIJG I I 51 _ FOUNDATION WAL �� GRADI I I I I �- - - - - - - - -� �� I I NEW 53'O I'-I 3/4" : � � NEW HSS 4X4X3/8 � r , I I I I l(�(�r----- -- -- ------------- --- ------------ --- --- - - -------------------------------- --------�i-�f �-�� ----- ------- ---- --�Of�TtN6- ----- �-5' .- ------1��W- �'�d-RF--� --- '• �------------ --------- - - ------------------- -------- - 1 'T GOLUMN -�--- ----- -------- -- I I I �� I Q V EER 6 I I I � � I I I I I �:.. NE SS IOXB /8 e�° F �' � GUT OWN OR � 6 I L - - - - - - - - � - I I I NOTE: RE: ARGHITEGT FOR I GOLU ;` g 441 ] I - - - : _, I 3'}O I , I NEW STONE VENEER THIGKNESSES I Y� ^ � ,A MO�/E EXISTING EW STONE ; h1EW 8" GMU WAL WITH � NEW HSS 4X4X3/8 NE 2'-6" X 2'-6" _ �� EXISTING GONGRETE GONGRETE PIER NEW G.25" I �9 PIER � I I I F OTING WITH " ,Q��,. �•a�=��°�_#- � STONE � _ ' _ _ _ _ _ - I " #5 AT 8" VERTI AL A � GOLUMN P�ER 1 I I I I I I DATE ISSUE 3)-#5 EA�##�'�'�w=. NE 6X6 BEAR NEW i � i VENEER � _ -- _- 1 1 J AT 4 -p �ND EAM I I I I I I � I I PIER ON �i � � i NEW STONE , - I � I I I I 4-10-12 PROGRESS '" � GOLU N (E)-FOOTING i � � i i PIER - NEW 4" STONE_ ,.� - � � 4 ' [b144'-2 ] � � � � '` �/EN�Ef�---"- _ � I I I I � ;,, ��=��•=,.�, � - --. I � - - - - - - - - - - - - i I NEW HS5 8X4X3/b � I I I 6-25-12 DD ESTIMATE � I NEW STOt�I,� - - - - r � I'-6" X I'-6' GONGRETE � - t -�- -,-.- - - - - - - - -I • i - - - - - _ I I I � �� `'� 6 I/4„ --- - � � GOLUMN L - - I I � I PIER�y�,,,,- ENEER ��< I I o � i � � -I I I I I 8-�5-12 PROGRESS SET I PIER WITH (4 - �/ERTIGAL I N- 4" STONE- x�_I_� - - - - - - - - - - - - - I, III` I � - -- �� = II I ' POGKET i NEW GOLUMN I ' � I I I I 8'2�'12 PERMIT SET ABOVE L, --wl,�-L-��-�---�-----�-------------_-- - _ - ---�--------- ------ --- - �--- ----- ------------ --------------- - �-------------- --------------f =- - - - - - -----j-�----------�- ---------------- I I I I I-06-12 � PERMIT CORRECTIONS W� ' - L8145'-I 3/8"� .`� . ' .,,.., -d� -.,,�..- �- _;��,> . � � i li � � L - - - - - - - - I � I I ��— ---- = ' I i cV � � - 1 I ' ' ' 01-21-13 2 REVISED BUILDING PERMIT ._ ------- 6 G/►6�� J � �E)-B M i li i I I I I I REMOVE AND REPLAGE � J I EXISTIhlG WALL-A{�tp-' � , i i W = POGKET i li W i � ` � I I I I F i � i � EXISTING GONGRETE 03-01-13 3 REVISIONS �� I_._--Q QT-I i�I�-INITH N EW � I i i � li � � i Q I W � I N E W I�i S S 4 X 4 X 1/4 I I PIER � WALL AND FOOTING . i � O li � J � (E)-BEAM � k � m i � 03-06-13 4 REVISIONS (E)-BEAM - i i J i I GOLUMN I I- -I- � li - I i J POGKET � � I I � I I � �= ,,, ;, -:F. `�Q I � ��I O SONOTUBE PIER , � I POGKET � i i � J li � � � �� Q NEW (2)-14" L L I � � I � � � � 03-13-13 REVISED PERMIT I WITH (4)-�5 �/ERTIGAL ;: I � I �i i J i J �I � � J Q I -�wA 8 STEP � D � I � �'i i Q dJ �i Q �� l4 � � � _ - - � I I I ' I _' I z . I I � �i i l� mi ji � w� i � = I Q NEW4,. A LS � I I � -I� .� Z � �- � I Q ' � i i Z ^i �� Z (E)- O I G I i W (E)-FOOTI G � ' M iV I I I I q'��.,> I I I � � �E�-FOOTIN WI II � , i � -. I L�/L 'fG I I I v I J 8" 53.1 � � I i i Q i �i Q I i � �� ° � - � � w � � w � W ��a . W � I I I Q I : r- - - - - _ _ ; i , , m .. o000 � W W « � �� L L i ; � ; j NEW HSS 4X4X1/4 � ' REVISED BUILDING PERMIT 0 - - - - - - I I EMOVE � � -'� ' � - �� I REMO�/E EXI TING �_ � � � - - � � GONGRETE PI R GOLUMN " " � � I NEW HSS E)-UP � � � 53.1 #5 X 3'-O" AT I'-4" I I O" � � � � � I I - I EPDXY- 6" DEEP � I I r� II �.. P OF EXISTING ^� _ _ I I I �.,, � �:,, YWOOD , -.,,. I i I - � I I INTO EXISTING � VENEER � ry I 4X4X1/4 NLY � NEW HSS �i I � (E)-14" TJI FLOOR - � NEW 5" STONE i- dJ � � - - '- - I I ' GOLUMN i i 4X4X1/4 =�� <„ " WALL - - - - - - _ _ _ _ I i � �GOLUMN � li �:� I <z�;5 �� : �` "`.,'�� a•,,��>a��'�� I _ ' i JOIST AT i'-4" � � -- I ' (V I FOUNDATION WAL I I � STEP - J I I (E) (�)-2X1� � � --�' �'� NEW 5 I/2" LVL 144'-1 I/8"]� NEW FOUNDATION W LL dJ GUTDOWNORREMOVE � O I I � � i I GOL �REPLAGE � , � I ! �I -- - - J- - - - - - - - - - - - - - - - - - - - - -_-�-� � - - - - - - - - - - - - - - - - - - - - - - EXIST�NG FOUNDATION ---------------------------------------�--- - -='r---- � - t �,� � _ ;, �� - - -- - _ - ---- - WP.LL AND FOOTING AS - -�---�p-- ------- -------- - - -1� -------- ------ + -- ---------- ---i�tEt�i-F��-��4�Cif4 -- - - - ---- - -- -- --- - - --- ------- --- -- - --- --- - --- ---------------- ------------ _ REQUIRED I � � °�yr, J I � � I '� � GOLUMN (REPLAGE � I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _, � ANUARY 21, 2013 I �I , Q �E�-GOLUMN� I I I �irl �- -�- - - - �� - - I\� - - � � � � I - - - - - - - - - - - - - - - - -� - - - - - - - I I � NEW STONE J 1 - - - - - - - � I PIER � - T - - J � s{ ry � � � �� j IL _� � (814 '-� I/8")I I � � L - J � I u - - - --- - -- �- �- - - - - — — � _ 14' T I F - 144'--1 I ' ! ` E J LOOR I 8 /8' � l � _ _ -I / _ _ L - - _ J I , 1 � � � � �. \ ��."A � � I � � - -h I N N R T A I I �_��'��° EW5" GO G E ESL B -- - - i - �-� ��i - .� , � i.� 7 �- - -- - -- -- _-_- -- --------------------- -JD�AT-�-�='q'�---- - -------- - ---- -- --------- ------------- ------ - ---- ----------------- ----- ----------- --- --- --- -- -------- ------- ------- -------- ----- ---- ---- ----- ° x-- - - - - � - - ``°� -- - - -- -�� -�€)-��t�-- - - -- - t- -�-- t--- -er�r c��DE-�rrr-t r--6�� .:: - -fia�a�-� --r -� - - ,._ - � � - -Y- � �- - - - - - - - - � �- .. :,,� � .,: �- ; � � -cv- � �- New SS 4X4X1/4 � -�"- - �� . � -fi - - - - -- -�- -- -- - - -- • � .f _ -' �� -�� w�� A`' � � -1 - - � I I -^� -: � I GOL MN (REPLAGE � _ ��``"�' � I �. � � IQ3 W2.IXW2.1 W.W.�. 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(SIM. / 3.0) � , z. ° — � - - - - - - - - - - - � > > a.: I . m � i I � _ L I � I � i � � i ,_ � i � � i -�� i4° � L - - , , J � I i I �� .,,�: � I � I m i � i � � ,0 �� - - N 4'-3 5/8" � 13'-I° -� -,-'Q L - - J ' I �'8140 7 I 8")I NEW FOUNDATION WPaLL e'� I I ' b � I . � (E)-FOOTI G � _ _ _ _ _ w REMO�/E EXISTIt�G �O � � k„ ` '• • � � � -• � � I � � a � �., � �•� I I� �I � I � I n I -. -. � �, I ��= I I J I � �I I � I j GONGRETE PIER'r�r� 531 I I (E)-2�/ � (E 14' T I O � � I ' ` � �,. �� j � I j � (EJ-FOO ING JI I � I ' I � � I � � 3 � '� �- � ,� I � -UP � , , ,.-1 . i , JOISTS T -4" 4 Q ,� i �5�1' i I J LY i '�t �t� ... _ � � � .. , � (E)-14" TJI FLOOR i I (E)-FOOTI G � � #5 X 3'-O" AT I'-4 I I Z Z �`�� - I EPDXY- 6" DEEP • :'� I '' I �'�, L. _ _ - - - - - - _ - I^ JOIST AT I'-4" ^I I I I i + I � ,� N � i I I i INTO EXISTING � EW 14" LV � I,� � ry I W WI I I I i FOUNDATION WALL � I j ��,, I ^ I`' `�I I I I I I �� - - - - - '�`��E I W NEW I ' I EA J' IDE I - AM (E)-BEAM I �E)-BEAM I � � I I NEW yg I �`' I I'-4" PO K T l I O ET POGKET j POGKET j I j I � H TE H I I .< ; � `�-�- - - - - - - - - - - - � L � I I I � � I . � � °`� � - - - - - - - - - - � � 4� i 8�� I I - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - � - - - - - - - �-- - - - - - � - - - - - - - - - - - - - - - - - L - - � � - -��, - - - � - - - - - - - - - - - - -- - - - -� � - ,- . T _. ,,,, i ;; . . J: � -- �-- - � , , , ��—j�—��111�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .t�,rv � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - . . -i- - -i -i- - -s;,:� � - - - - - �'- - - -i- - - - - - - - - - - - - - - - - - -� i i � � - i i i ' i i "P� ��.�-`� i i i � � i i i �- - - -i - - -� � - - -i- - - -I �N - I I � � I I I GUT DOWN OR REMO� � � � ' �'�. �-`: , , , �- �L�� I I I I T � EXISTING FOUNDATION� � , � , 6„ _�_ � _�_ J I I I � - - - - - - - J I i I � � - � j WALL AND FOOTING A� � -� '6� �j� j � I I � REQUIRED I I I I � � � � � � � � � � I � � � � I I I I I � I I EXISTING GONGRETE I� ''«,:, END (E)-FOUNDATION I I I I I � j I I I I PIER I I � I I � I WA L TO NEW DEGK I I I I � - --� I I � _I I I I � I I ELE ATION I I I I I - - -� I I W I � 2" � � �" � z I l� _ _ _ _ _ NEW HSS 4X4X3/8 - - - - - - � I I I I I EXiSrING I � I I I I I I GONGRETE = I I I I I I p�ER I I GOLUMN I � I I I I I � - -, � I I I Q I i i I i i i I � � i ! 6 NEW FOOTING i � i � I � - I 53.0 ��,�"�-__°,�� - - .-.� ;' "�'�""�`�`� >� �� `�, G, �`�V',' � ,'Il c ��};�� ,� I 2� I _ — � � � L _ � - - - - I� Z I_ i_ .� —�.�,�� r, - - - _ _ _ _ i i ��=°° - - - -_--� i � i F'�'� J I � I/2" X 10" X 10" � � i f�� V I �� STEEL BASE PLATE i i +, � Q I �y WITH (4)-I/2" � X 6" � � 3/16 ;: �� LAG-BOLTS i � i �� ,� O V�!� � � � �l � � � �� I I �4� I I � I a `�-°�� I I �6)-I 3/4" X 14" LVL �zt�b I , , x z�-o° BLOGKING ��:� i PROJECT: 8839 ° i i i BETWEEN JO►STS ":++ N �� f �� THIGKENED � - i i '":� _ - - - - - - - `� i I � 8144'-'7 I/8" `'' I/4" I'-O" SLAB EDGE p�� _� MARSHALL � i i � -- ---- --- --- - --- --- - "-��,��'��^� i i i <� 6" � , FOUNDATION NOTES: - — — — — — — �� =��n ! 8�—� ��4�� RES I D E N C E _ � , � � � � .� �� 3._,.. 4'-G �,4�� 3 �` R E M O D E L � I. [XXX'-X"] INDIGATES TOP OF FOUNDATION WALL ELE�/ATION. _-_ _-.-__.__-_ -_-. r£��_ . �; ri,P Y0 �___.—— � �� 2. (XXX'-X") INDiGATES TOP OF FOOTING ELE�/ATiON. �� sn �, 3. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS k I � * 10" `�`, REPORT. - ----- --- -- f°.� ------- 'a ag I/Z" L-STEE PLATE ��., J J �� t i �> WITH 4. GONTRAGTOR SHALL PLAGE (3)-#5 VERTIGALLY FULL HEIGHT OF � � 9r I I i o WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4'-O" IN J J s� I , q ADD�TION TO WALL REINFORGEMENT SHOWN OTHERW�SE. - ; ,; � 5 I/4" EXISTING LVL �v5 � � x, � � 54.2 � 5. ALL FOOTINGS IN GRAWLSPAGES SHALL BE BAGK FILLED WITH ,� ,� �� I I I BEAM GOMPAGTED STRUGTURAL FILL TO THE TOP OF THE FOOTING N fV �,�' � I � 9� ` � � � � (2)-I 3/4" X 14" LVL � MINIMUM, UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON � � �; � 8�42'-1 5/8" � O „� ",� i i I" NON- i i � SEGTIONS. . �'` � � SHRINK � � 5 3/4" BEAMS X 2'-O" EAGH �a � TOP OF � ' �� GROUT � � SIDE OF EXISTING BEAM �� Z Z �� I � (V ��, i i i i 3�16 �� 6. FLOOR ELE�/ATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF �- GONGRETE � - i i F�ELD VERIFY �;> PLYWOOD FLOOR SHEATHING. EW 14" LV I i LOWER LEVEL 3/4" X 10" X 10" i i � r� '1. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO °' I � � STEEL BASE PLATE � � � ' BE LOWERED DUE TO SOIL GONDITIONS. VERIFY GHANGES WITH � FRAMING AND N `��^ WITH (4)-I/2" � X 6" � m `� STRUGTURAL ENGINEER. NEw �� are EXPANSION ANGHORS p H TE H �'° I ' ,.::....,. .. ;- , �' �+� � '_ � 8. PLAGE SLAB ON GRADE ON STRUGTURAL GOMPAGTED FILL OR `� � � FOUNDATION PLAN � � O "�� NATURAL GRADE AS OUTL I NED I N SOI LS RE PORT. ' ________________ r �'' +. J � � � �� q. UNLESS OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4" THIGK — �� . � � 6�� ; WITH 6X6 W2.1 X W2.1 WELDED WIRE FABRIG. J Y;� M � g!' ':;�a � 3 -- � 10. PRO�/IDE GONTROL JOINTS OR GONSTRUGTION �lOIh1TS AS SHOWN � � �° y `� ON FOUNDATION PLAN. MAXIMUM SIZE OF EAGH AREA SHALL NOT I I o � EXGEED 225 FT? I I PAD FpRONGRETE r � ,� �� ,� ,. �'' �"�`�� I1. GONTRAGTOR TO GOORDINATE ALL DIMENSIONS AND DETAILS -j- JGONDENSERS WITH - 00 '� WITH ARGHITEGTURAL DRAWINGS. j #5 AT 10" EAGH WAY - Q p�; � � � � f �� AT MID-HEIGHT a:�,_ � ��'� 3/4" = I'-O" 4 12. GENTER FOOTINGS UNDER WALLS AND GOLUMNS UNLESS �j'�` g�� , v��"�� '_'� .� *,�, { �;�` DIMENSIONED OTHERWISE ON FOUNDATION PLAN. � �Rr s N�`Q �s � /� 3 � `z> � ry �€,��"`e� :�;. 13. REFER TO ARGHITEGTURAL DRAWINGS FOR STAIR FRAMihlG DETAILS W �� I � �- '�,,�� v �Y�� AND LANDING SLAB ELE�/ATIONS. � � -�=_��r�� J � • c 14. ALL SITE WALLS NOT SHOWN Ohl THIS PLAN SHALL BE BUILT PER = I � ARGHITEGTURAL LANDSGAPE PLANS, DETAILS AND ELE�ATIONS. � I � SITE WALLS SHALL NOT BE GONNEGTED TO THE BUILDING UNLESS Q I NOTED OTHERWISE. E I m i r � 15. GONTRAGTOR SHALL FIELD �/ER�FY ALL ASSUMED EXISTING � GONDITIONS AND SHALL NOTIFY STRUGTURAL ENGINEER OF ANY rn DISGREPANGIES. M m 16. RE: ARGHITEGT FOR STONE �/ENEER LOGATIONS AND THIGKNESSES. a DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 51 21 �� WWW.SRIARCHITECT. COM 1 2 3 4 S 6 � 8 9 i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i �� i i i i i i i i i I I I I NEW 8X8 NEW 8X8 I I I I I I I I I GOLUMN LUMN I I I I I I I I I I I I I I I I I I I I I I I I I I � _ _ � I I I I I I I �`I 6Xi2 I I I I I I I I >°'�� I � �'�a ��' _ ` � �� H� I I I I I I I I �_��r" � � „' �,� r �� _ �� I I I I I x�J I I I I I I I �,`f„ j 3� 6XI2 � ;; -- �� I I I I I ,� �.�.:-...n I I I NEW 8" GONG ETE�..-`��"� j W� NEW HSS 4X4X3/8 '� W� I I I I I I I I FLOOR r "z,W OLUMN W 8154'-�1 I/8" I I I I '1 I I I I� � '��-�.. 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I I I TOP OF (6J-2X6 � 8-27-12 PERMITSET I j (V_� Q �� 54.2 �h„ �r�' I I I PLYWOOD GOLUMN � %' - -- _-- - � -�-�- -----�-��---- -----�-� - -- -- -------- - - -- -- ------------- ------ �-�---� - �- - ----- ----- ----- ---------------- � - -------��;--- -------------------�-------- -��- --- --- -- --------�---------------� --�------- j . I I-06-12 � PERMIT CORRECTIONS � _ ---- - � � �, , NEW (3)-2X6� J I I I � f� � � - - NEw (5)-2X6 Z � J .�"" .�, GOLUMN ��_ � j j j 01-21-13 2 REVISED BUILDING PERMIT � � �� - �_ ��.,_- , N� GOLUMN W \ W r ' . , . 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' - q � � .�_ e._ _.�� W� ��.. � ,._.� � '�.:.�' � ^ �Z:. E W 14' L�/L ��=. I _��. - ,_ ,..., W - � �am� I � - ,�3 - NEW ='� SIDE AND THR BOLT WITH "`�' °" `' _ - . , ,.. _ . .,,. ... H . � 4 • : ,..� _. GOLUMN ' 3/4" cD BO T 8" I W � � �-� �`�� W J Q 1�'a �W liJ ,�` � � F GENTER F TH W � � � NEW 14" L�/L � � �' m UP ONLY� �W Z X 6 X 1 2 `V si`� ONLY P v I � � - I J�N � I Iv 2 8 1 5 4'-I I I/8" Q1 � ' - j � (E)-14" TJI jQ� ° 3 J � � (E) (2)-14" TJI � (E -(2)-14" TJI W('1� '��"'�" ��°� 4 AT I'-4" �J� TOP OF EXISTING „„ ----- -- ----- ---- � a/�- GUT DOWN EXISTING W � -�=-=� -= ====� ------- � �E)-UP PLY D Z 6X12 NEW 2X10 �.�.�.� �. � � (Y �� °� , � � ONLY N I/2 �� SITE WALL RE: ARGH. • i . . x �..�,.� - i i . P, . r � � 3 � EW � 5 VL w AT I'-O" � � . :�� . : - i�� o •;"� 55 X5/8 `'"��. j � GOLUMN �.I. JI i � E b 4 . _ � `� ° '� i i � LYx ) j 53.2 I I �. 6X12 53 2 ( � I° "�" �<�� "»� M� I I I �. � � . . ,�. . . _ - _ ___� . _ _ _ - - - - - �I 1 � -HEA E � � - . ---------------------------- -------- --- - - -------- ------ --------- --- ------ -- ---- -- - - -- - - - (� rt � - � i i i �: i � � I I I I ';• I I J� I i i i I J I REMOVE EXISTING . � � r! i i � STAIR I � I I ° I I �i � � � � � I � ��, NEt^� E GLOSED � � � �E�-GOLUM�.1 NEW STONE�i i � � i i�= j EXTEND (E)-FOUNDATION "°� SP GE ABO✓E �° (E)-FOUNDAriOrv wALL r0 BE REM w�� w� ,� OvED �/ENEER Z - Z - WALL TO NEW DEGK I NEW STUD WALL I .�- ''i I �, � � , i i � � i i , REMO�/E STONE I (E�-(2 -14" L�/L ADD �/EhIEER ABO�E I BELOW I � I �'> I I ABO�/E �3 -�i i � i i -. � ELE�/ATION ,� NEI�I S UD WALL ABO�/E � � eO I I vb�� I I ' �-J� F � r � 53.2 i _____ (I)-14 L�/L ONE SIDE __ ___ `� MAIN LEVEL i I I �.�� Iq I �� I �� 0 LJ I 15 �- ------ �� - - '� �� --- - --- -.� I � -_ ,� NEW STONE W WQ � °�--- 0 WW Z ~ 53.2 � 2" NE 81558 /83/8 ; 2�- W I I 53.2 �/ENEER I '! I Z W� I I I I I GUT DOWN EXISTING SLA�� I I � I O I I I I � a I � a�� (E)-GOLUMN ��'� V� t`i I m I t. �- 12 � � FOR NEW STOh1E FINISH u"�� --°"''r NEW GHIMNEY ABO�/� �-I- I- u..<.,E t � � � ; TO BE REMOVED X�d �� NEW HSS 4X4X3/8 � � ��P � j GOLUMN (REPLA E � I I I � � AND LOUVER RE Af�GH. I I I I -�' �9 W x Q I GOLUMN (REPLAGE I ONLY 53.2 v � - �a, .�� I I I �� - °_ �� ,. �;. �; - - v v� � V W�4 � �E)-GOLUMN) I I �E)-GOLUMN) Q I I I I � _<_"T� � ^ I W�X �0 -:�m I I I � I I � � � ■ �-�� wpX � � � � Zvx- mQ� zx � �l�l WJW W� _ �� l�l 2 ALL NEW � � =" X 14" LVL �E)-UP i DES EAGH ONLY � � � T� I � � \ /� � TING FLOOR 1 I �l �l UN ED R F � N � ��I I � I �4� �� I �l j�611tVD,--. ��i�r� �J-12' LVL - -------- -------- _ �� NEW 6X6 `a, I/4" = I'-O" JEW (2)-14" LVL OLUMN UJOOD FRAMING-� NOTES: :.UT (E)-LVL BEAM �� AT WALL AND INSTALL VEW BEAM (SHORE ��- i PROJECT: 8839 "E)-FLOOR JOIST) e� � BRA E I. ALL WOOD FRAMING JOISTS SHALL BE BGI TYPE JOISTS AS G. WOOD GOLUMNS SHALL BE GONTINUOUS FROM FLOOR -- --------------- ------ -------- " MANUFAGTURED BY BOISE GORPORATION. ALTERNATES TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO � � MARSHALL SHALL HAVE EQUAL OR GREATER GAPAGITY AND SHALL BE NOTED GOLUMN SIZES AS REQUIRED. �''`� I �s RE�/IEWED BY THE ENGINEER OF REGORD. 10. �INDIGATES INTERIOR BEARING WALLS. FLOOR JOISTS NEW WINDOW '� �� 2. "�/L" INDIGATES �/ERSA-LAM BEAMS, AS MAhtUFAGTURED BY BOISE BEARING LOGATIONS SHALL LINE UP WITH STUDS BELOW. �� H � 'A Q RES I D E N C E GORPORATIOhI. ALTERNATES SHALL HA�/E THE SAME OR 4" TJI - GREATER GAPAGITY AS LISTED IN THE STRUGTURAL GENERAL 11. ALL EXTERIOR WALLS SHALL BE GOh1STRUGTED USING 2X6 -4° PWy'�� a� 54.2 NOTES. STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL � X � � �' RE M O D E L INFORMATION. EXTERIOR STUDS SHALL BE SPAGED I'-4", UNLESS X (V X i 3. Q INDIGATES GOLUMN DOWN ONLY. MULTIPLE 2X FRAMING NOTED NOTED OTHERWISE. .0 .fl i- a$w� ON PLAhtS. 8154'-II I/b" �8 i�. ALL BEAM/BEAM AND BEAM/GOLUMN GONNEGT�ONS SHALL BE TOP OF EXISTING �.«�''� 4. � INDIGATES GOLUMN UP AhlD DOWN UhtLESS IT BEARS ON MADE W�TH SIMPSON STEEL PLATE GONNEGTORS UNLESS NOTED �;, GONGRETE WALL OR FOOTING BELOW, OR iT IS LABELED UP ONLY. OTHERWISE. PLYW OD �`�~ r`s� 5. < > INDIGATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. 13. RE: ARGHITEGTURAL DRAWINGS FOR LOGATION AND SIZE OF ""�;, � ROUGH OPENINGS IN WOOD STUD WALLS. �`� 6. � INDIGATES TOP OF STRUGTURAL FLOOR SHEATHING �� ELE�/ATION. 14. RE: ARGHITEGTURAL DRAWINGS FOR HANDRAIL AND STAIR �'�,, ,q �` FRAMING DETAILS. �'" l. HEADERS SHALL BE (3)-2X8 UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 I/2" (3 I/�") WIDTH BY 15. ALL EXTERIOR WALLS SHALL HA�/E GONTINUOUS STUDS FROM --- -_ --------- ----- ADDING PLYWOOD SPAGERS AS REQUIRED. FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDING RAKE WALLS). I �� 8. ALL GOLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. 16. RE: SHEET 53.0 FOR GENERAL NOTES. ��<..,„, � � NEW 6X6 �� MAIN LEVEL FRAMING ��. GONTRAGTOR SHALL FIELD �/ERIFY ALL ASSUMED EXISTING i Q F�`� GOLUMN ' . s g, � GONDITIONS Ah1D SHALL NOTIFY STRUGTURAL ENGINEER OF Ah1Y ✓E STONE °��,,,� .=ya�°r,,, ,y- ` a DISGREPANGIES. R ABOVE I N _E„E� , PLAN cfl 18. RE: ARGHITEGT FOR NEW STONE VENEER LOGATIONS AND THIGKNESSES. I I M i O Z I N � I "' = I 3 � I �° Q I N � I � ; rn M � W � Q U c 0 .� > 0 c a� � � a� U C N � .N � � @ L � @ � � M � � a DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 51 21 �� 1 � � � � � � � � WWW.SRIARCHITECT. 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I m - .> � ,. �� , , � .�. �o �bta ��»�,...n ��`==4,� �� R>� Q� ,� � � ��, .9° P4A E (E -STU � �� (V_ I --' -- � � ",� � �: m;.� ._., > ,�� FUL EI GOLU , 3 j ��«_ � �3 j.° ��,f_- �' ,.:��w � �h ' � _,�� ° � ,r� ��e Lt�MN wITH (3) B xb �-# -:�' I I �I � I � ._.:,• `�� ' , °��°' �� '`:, �s 4xe � . �°� "s*�r�� GO H GHT MN ,��a<,:..�.._�� R �, �. I �=��° I �°� �� I � �� I � EMpvE � � X I I I I ��>�_�� I I I �a� ;��, I � EXiSrING d� I I I I I I ' �._.,�, ° �� I ��`�., � GOLUMN � REMOVE I I I NEW STONE �/ENEER � I I I �°--� �� '�� W EXISTING I I I I I I I I == Z GOLUMN I I I I I I i I i i i i � e�_ .e�a ��b�� O O� � �� f l�l� �� l�l � � �@�� _�° � - .�� C� � I/4" - I'-O„ {,,g� °� GOLUM EOL � � _ �� y np,�� ri NG _�., ,�%" �� - - _ �;' � G 3.� , � �,;�� `�'�a �� '�„ �k UMN a.B�� y, -. ��` V� r .,y �f,Mn� �.� � ,,� � � „�,, ROOF FR.4MINGc NOTES: �� i �'�; �' �`� �' i i E X I ST I NG ROOF I. ROOF SHEATHING 5/8" (40/20 SPAN RATING). STAGGER PANEL END JOINTS A��""��+° EXISTING 2X6 AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL EDGES AND I'-O" MAXIMUM , STUD WALL a�� OTHER SUPPORTS. '�� i i i i �v��` 2. RE: ARGHITEGT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS , NOT NOTED. '�� IhiFILL (E)- � 3. ALL HEADERS SHALL BE (3)-2X10 UNLESS OTHERWISE NOTED. ALL � �" ' NEW (3)-5 I/2" �/L i ' NEW (3)-5 V2" �/L NEW (3)-5 V2" �/L i i �B � ry WIh1DOW �,a HEADERS SHALL BE BUILT OUT TO 5 I/2" OR 3 I/2" WIDTH BY ADDING �� I E 4� B T) '�� £ PLYWOOD SHIMS AS REQUIRED. y"� W N _-____ 4. ALL HEADERS LONGER THAN 3'-6" SHALL REQUIRE TWO TRIM � z� -- STUDS AND TWO KING STUDS EAGH S�DE. , (V '� 5. ALL JOIST HANGERS SHALL BE SIMPSON LUP, WP OR LSSU TYPE m � i N i UNLE55 NOTED OTHERWISE. NEW (3)-5 V2" VL NEW (3)-5 V2" VL NEW (3)-5 I/2" VL NEW (3)-5 I/2" �/L NEW (3)-5 I/2" �/L � �, - �;°-�'�`"N^ 6. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM PRO ECT: 8839 I;; SHALL USE SIMPSON PLATE GONNEGTORS UNLESS NOTED � '��A`J ��" OTHERWISE ON DETAILS. � �� . ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS STUDS FROM MARSHALL � � °�'��r 16 �� FLOOR TO ROOF (INGLUDING RAKE WALLS). '�� ,,, 54.1 �°�� 8. < > INDIGATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. RES I D E N C E �� °;=�� }'"� -x °� G. SEE SHEET 53.0 FOR GENERAL NOTES. � � � � �� 0 �� 00� � �� f 1�1� �� l�l � REMODEL �`e, ��=`' IO. RE: ARGHITEGT FOR GHIMNEY SIZES AND LOGATIONS NOT NOTED ON STRUGTURAL PLANS. � I/4" = I'-O" :,✓o � 3�' il. O�/ER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED �� DOWN TO MAIN FRAMING ON A GRID NOT TO EXGEED 4'-O" X 4'-O" (16 FT2 ) � < 9 � � ar� �=tY� ..� �,, b �� .�>� �<.z ,�. ��,�� 12. ALL GOLUMh1S SHALL BE (3I-2X6 UNLESS OTHERWISE NOTED. ��` " �, >°£ �� . _� ��• �, .� �_ �a.� '� �� NEW STONE �/ENEER � (E)-GONGRETE � �3. (E) INDIGATES EXISTING MEMBER. pN (E)-GONGRETE u� GOLUMN �'2 - NEW STONE � 14. GONTRAGTOR SHALL FIELD �/ERIFY ALL ASSUMED EXISTING GONDITIONS AND EDGE BEAM VENEER SHALL h10TIFY STRUGTURAL ENGINEER OF ANY DISGREPANGIES. � '�}, r----- - NEW HSS IOX6XI/4 __ ___�--- UP ,, 15. RE: ARGHITEGT FOR STONE �/ENEER LOGATIONS AND THINGKNESSES. �� I6. � INDIGATES FULL MOMENT STEEL GONhIEGTION. �� z ?:; ,�s �� EXISTING GONGRETE E E BEAM �� -7, ' � INDIGATES SHEAR WALL. RE: SGHEDULE SHEET 53.0. a� Q �� rA,a �a ROOF FRAMING PLAN � � NEW STONE � � o � x �/ENEER Q � a. �� M ��, NE�..� STONE �/ENEER _ ,; o ��a �, �� EXISTWG PIPE � M �'`�� GOLUMN, TYP. � �� Nr �7 rn rn A CV I. X +k � ,,R^ rn x , M N � � X EXISTING 6" GOHGRETE N � ,� � N SLAB-ON 2" METAL DEGK � Z -� Z nl � � � � ° � � � ��,;�F � (}��'Y�>� I � 0 � D N f �;, • � $��,ox._ 0 �' � �-�� , �;:� -o e 4� u� ; � t? II � ' II p�� m r�" �� `�n` � � � � �� M �a � � E� �� ° � a �;; ; v�� V1 m�� GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH DOUGLAS MILLER DECHANT ARCHITECTS SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. A. ROOF SLOPE < 4:12 100 PSF SHEPHERD RESOURCES INC / AIA E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR P O S T O F F I C E B O X I 6 2 4 B. ROOF SLOPE > 4:12 80 PSF AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED A V O N C O L O R A D O 816 2 0 C. TYPICAL FLOOR 40 PSF OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. T970 949 3302 F970 949 51 21 �� D. EXTERIOR DECKS 100 PSF F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. AL50 PROVIDE TWO #5 X 4'-0" DIAGONALLY W W W.S RIA R C HIT E C T. C O M E. IMPORTANCE FACTORS AT EACH CORNER. OCCUPANCY CATEGORY II ��°°° SNOW FACTOR IS 1.0 G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS "_� / -°°' NE W STONE WIND FACTOR IW 1.0 FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. ��g �/ENE E R .� � �"��J sf?�`�' RE: ARGH. WATERPROOFING TIMBER GOLUMN '`� �`° RE: ARGH. RE: PLAN F. WIND 8. STRUCTURAL STEEL '' � 3 SECOND GUST 90 MPH a FASTEST MILE 76 MPH A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WOOD SNEAR WALL SChEDULE �"d>� 2X6 STUD WALL STOhtE �/ENEER RE: ARGH. EXPOSURE B WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH �'��o SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST �i TYPE AND NAILING AT STUDS AT STUDS NOT ANCf10R BOLTS BLOCKING/ RIM TO A � SIMPSON GBBb G. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT H25 OPTION. "i;;, 511EAR Sf1EATf11NG PANEL ADJOINING AT AT FOUNDATION WALL MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. "��.,, CAPACITY EDGES PANEL EDGES (I 3) PANEL EDGES (8, I O) PLATE CONNECTION �;; � �� H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2009 EDITION. ° 15/3 2" �y' B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT �,�Nr OO PLYWOOD I Od NAILS 2X 2X I/2" Q� AT 2'_6" A35 OR LTP4 CLIP r�e 2. DEFERRED SUBMITTAL CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED 310 PLF O NE SIDE AT 6" AT 2'-0" "a I'-O" OTHERWISE. � 5/3 2" d +D A. DEFERRED SUBMITTALS PER SECTION 1063.4.1 SHALL BE SUBMITTED TO THE BUILDING � 4O PLYWOOD I Od NAILS 2X 2X �/2" �J AT 2'_O" A35 OR LTP4 CLIP �,`° - II- _ _ OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE � AT 4" AT I '-4° � �1=111 II a � -_=111; ;111,-_- LATEST PROVISIONS OF AIS� "MANUAL OF STEEL CONSTRUCTION." 460 PLF ONE SIDE � -'��=111- � �4)-�5 VERTIGAL '.ill � B. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE N OTES� �"s� � LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE D. EXCEPT WHERE DETAILED OTHERISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS a4 TIE AT I'-4" DOCUMENTS. PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/OR AISC `"�>� i. ALL PLYWOOD PANEL EDGES SNALL BE BLOCKED. BLOCKING Sf1ALL MATC11 T11E STUDS AT ADJOINING PANEL EDGES. � NEw GONGRETE � °� ° "SIMPLE SHEAR C ONNE CTI ON MAN UAL" WITH A 325 N B OLT S (OR WELDED E Q UIVALENT) ��' 2. NAIL SPACING AT I 2" ON CENTER ALONG INTERMEDIATE FRAMING MEMBERS. � PI E R R E: P L A N Z (2)-AT TOP 3. TESTING, INSPECTIONS AND OBSERVATIONS: TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL WITH (4)-#5 � � a (4)- 5 VE RTIGAL ,� �J 3. ALL EXTERIOR WALLS Sf1ALL BE TYPE�f1EAR WALLS WITf1 2X STUDS AT I'-4" MAX. � vERTIGAL #4 XC : 8 � CONSTRUCTION" FOR EACH GIVEN gEAM AN� SPAN. �y" UNLESS NOTED OTIIERWISE. A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. ,�` TIES AT I'-O" O ° I'-6" '' STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY w� 4. STAGGER ALL SHEATNING JOINT AND SILL PLATE NAILING. �� /ERTIGAL � a Z SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. Ym� 5. NAILS S11ALL BE COMMON OR GALVANIZED BOX IN PLYWOOD ShEAR WALLS. ��`' DRILL AND � A a AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY 6. ALL PLYWOOD PANELS SNALL BE APA RATED EXPOSURE I ShEATi11NG, UNLESS NOTED OTNERWISE. � EPDXY 6" ° a �� INTO (E)-WALL � aa � CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS ` 7. EXTENT O F S11EAR WALLIN DICATE D BY - • - • - `�'<�a � FILLET UNLESS NOTED OTHERWISE. 8. I/2" � X I O" ANC110R BOLTS MAY BE REPLACED WIT11 SIMPSON I/2" � (X 4 I/2" EMBEDMENT) TITEN ND ANC110RS AT EQUAL SPACING. � � � ° �4)-s�5 X� B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS 9. SIMPSON NOLD-DOWNS ShALL BE AS NOTED ON PLAN AND INSTALLED PER MANUFACTURER. ; � (XXX'-XX") (V SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT �' s - - Fj�� I O. UNLESS CLOSER ANC110R BOLT SPACING IS NOTED IN DETAIL 11=111=11 � 1. SOIL PREPARATION SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). -�i�- �=11 � �. a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND I I . SIMPSON FLOOR TO FLOOR NOLD-DOWN STfZAPS S11ALL BE AS NOTED ON PLANS. f10LD-DOWNS ARE CALLED OUT AT TI1E TOP � ;III�I =111 � 11=�. �", OF Ti1E Sf1EAR WALL ON PLAN, AND Si1ALL BE INSTALLED AT EAC11 END OF Ti1E WALL. � � i11=11 III-i��_ IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH H. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL '�,�. � ��'�� -i11-111 IL=111-11. DATE ISSUE THE APPROVED REPORT. STEEL ERECTION STANDARDS AND TO wITHSTAND ALL CONSTRUCTION AND/OR °",;,ft I 2. MINIMUM NOLD-DOWN COWMN AT EACf1 WALL END S11ALL BE (2)-2X6 FASTENED TOGETIIER WIT11 NAILING EQUIVALENT TO T11E rF a 2. CONCRETE CONSTRUCTION LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT �m; PAN EL EDG E N AILIN G. r � � a a. PERIODIC INSPECTION OF REINFORCING STEEL. LATERAL SYSTEMS AND DECKS ARE IN PLACE. �q 0 a ° ° � 4-10-12 PROG RESS b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. � - ��- 6-25-12 DD ESTIMATE c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO I. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP � _,_ (� =111 a 11=11 FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS ��`+T„ ,4�,�„�� EXISTING FOUNDATION =111I 111- 11-1 IIII'll 8-15-12 PROGRESS SET - - a CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. ��--��.�� ,,,�� €�/� .��,� ;da� WALL I-Ifl-il d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION M�' -G4� - � g `�� (3)-�5 EAGH WAY 8-27-12 PERMIT SET -- �- _ .�„_ � Q,.. _ TECHNIQUES. 9. NON-SHRINK GROUT ;� � -° _•� - �� 3 e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING RE: PLAN I I-06-12 � PERMIT CORRECTIONS TEMPERATURE AND TECHNIQUES. A. NON-SHRINK GROUT SHALL BE PROVIDED: 01-21-13 2 REVISED BUILDING PERMIT 3. STEEL CONSTRUCTION 1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION 2. BETWEEN BEAM BEARING PLATES AND CONCRETE SUPPORTS. � � � � f �� I � 03-01-13 3 REVISIONS EXCEPT THE FOLLOWING: 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH I I �l 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 3/4" = I'-O" 03-06-13 `} REVISIONS ACCORDANCE WITH SE�TION 1704.3. 03-13-13 REVISED PERMIT b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT 10. WOOD DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS BUILDING CODE AS FOLLOWS: IIL=11�- IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP III1111�- WELDING. 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI I-II ��- NEW STONE �/ENEER 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 2" TO 4" THICK - 6" AND WIDER N0. 2 Fb = 900 PSI =111 RE: ARGH. 2. WELDING OF STAIRS AND RAILING SYSTEMS. 5" THICK - 5" AND WIDER N0. 1 Fb = 1350 PSI !_�!-_ REVISED BUILDING PERMIT c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR �IIIIIIIIIII AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. TO ALLOWABLE STRE55 INCREASES. d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE �� WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND � � � � ( �� I � SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). I I �l APPLICATION OF 70INT DETAILS AT EACH CONNECTION. 3/4" = 1'-O" - e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. � O JAN UARY 21, 2013 SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND - MANUFACTURER'S CERTIFIED MILL TEST REPORTS. D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD 70ISTS. f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS - FOR �ONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED IS REQUIRED. - -' �'� � CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF EXISTING 2X6 EXTERIOR '.�IIIIII-III ��'�`��,��f STUD WALL WITH -"i_III `�.• ��,.,•» � ` COMPLIANCE. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE ' � .''��- PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH TABLE 2304-9.1 UNLE55 NOTED OTHERWISE. SHEATHING ':illl .�:C�; in''� `.,�+, g• �'�',,.'�'"� � �'� •�'33 BOLTS. NEW STONE VENEER REPLAGE (E)-ANGLE �� .p.°•-;� '�� '; �1 WITH NEW L4X4X3/8 �':r�' 1. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL F. LAMINATED BEAMS RE: ARGH. ^� ,�.,,,,., ,� ; � DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT ASPHAL T MASTIX ��'�� _ - _ PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL PAINTE D W�TH 3/4" cD X 4 3/4" EXPANSION � �• STANDARDS ARE MET. FOR JOINTS REQUIRED TO BE TIGHTENED ONLY SIZES SHOWN ARE NET. ANGHOR AT I'-O" ..�,, ° �,.•_.,� TO THE SNUG-TIGHT CONDITION, THE SPECIAL INSPECTOR NEED ONLY 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE �� „�-,� VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF ,,; �� AND PROPERLY SNUGGED. STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. :�� ° 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS O EXISTING FOUNDATION 4. FOUNDATIONS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. WAL L MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY - -I I 1=1 � A. MAXIMUM SOIL DESIGN PRESSURE 2000 PSF STAMPED ON EA�H MEMBER. -11=111=111= - 1=111=111=111=1 B. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF. THE G. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. "'="I-111 E XISTING F LOOR -1 I 1=1 CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE 1. PANEL THICKNE55 SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL 1-111,° JOIST FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD NEW #5 DOWE LS a SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. ASSOCIATION. AT �'-O" �/ERTIGAL ° 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE DRIL L AND E PDXY ° C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUPIED. EXACT BEARING AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF 6" INTO (E)-WAL L � EXISTING FOUNDATION ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS h1E W GONGRE TE CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE PIE R WITH #5 AT SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. WEATHER SHALL BE OF THE EXTERIOR TYPE. I'-O" �IE RTIGAL 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED AND HORIZONTAL D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG a � 111-11�- PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL INTERMEDIATE SUPPORTS. IIIIIIII SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED I-II 11=' D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG - =111 ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL INTERMEDIATE SUPPORTS. ° 111=11�- I=II- REPORT FOR DESCRIPTION OF BEARING SOIL). 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR a 11=11� I��IIIIIIIII ��_#5 I I I� OSB SHEATHING NAILED WITH 10d NAILS AT 6" ON CENTER ALONG PANEL �� 11= E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES GONT _�j� INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER SHALL BE BLOCKED. =111I111= � � � � f �� TO SOILS REPORT FOR BACKFILL MATERIAL. 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITN THE FACE GRAIN - Q� 1=111=11 PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. m� I'-6" MIN. DRILL AND x� 3/4" = I'-O" F. NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND E PDXY 6" INTO LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. (E)-FOOTING CONCRETE SLABS SHALL BE PROPERLY CURED. H. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES � � � � r �� E XISTING 2X6 E XTE RIOR OTHERWISE ON PLANS. SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL STUD WAL L WITH HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER I SHEATHING H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS 3/4" = I'-O" NEW STONE �/ENEER FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. REQUIRED BY THE JOIST MANUFACTURER. RE: ARGH. I. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED 50 THAT CONDITIONS MAY I. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS �� BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. CAPACITIES: FB = 2800 PSI, E = 2,060,000 PSI, FC = 750 PSI, FV = 285 PSI. �" BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' 4 I/2" 2 I/2" J. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. 5. SLAB ON GRADE � O O 11. NON-STRUCTURAL ELEMENTS � � � � A. THE SLAB ON GRADE SELECTED BY THE OWNER AT THE GROUND FLOOR LEVEL OF THIS BUILDING HAS SOME RISK OF MOVEMENT. REFERENCE THE PR07ECT SOILS REPORT FOR A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR s° � ' 111= SPECIFIC REQUIREMENTS. SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND ,,,,;� I I/�" �, -II III-III OTHER STRUCTURAL MOVEMENTS. "'� "' " - 1=111=111=111=1 "'="1=1 I 1= �� 3�� ` ' -111=1 EXISTING FLOOR B. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT A;� �x� ' � �; ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET Q��=°�`"`"°°' � � �-��, 1=1 I I; JO I ST CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPEQFIED BY THE �° � � "�, NE W HSS 4X4 GOLUMN REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED �� i i �y WITH 3/4" X 6" X G" P ROJECT: 88 3 9 UNRESTRAINED UNLESS NOTED OTHERWISE. �„�� NEW STONE i � STEEL BASE PLATE NEW 6° GMU VENEER _�';� �/EhIEER � � QN I" NON-SHRINK SUPPORT, FULLY EXISTING FOUNDATION C. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED i i " GROUT WITH (2)-I/2" � GROUTED MARSHALL TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION 12. GENERAL ti, � � ' X 4" EMBE D E PDXY DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE `y �'�°_ -� NOTE: GOORDINATE i i , ANGHORS REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. °�p TOP OF NE W GONGRE TE � � s;'� RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH �x PIER SUPPORT WITH � � �`�� `R��,. RES I D E N C E THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND � ARGH. DE TAILS s�t ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND R E M O D E L 6. CONCRETE REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. ��a _ =111 �„ III-__ �' ,,,_,,,- a � o -_ � � 111=11i_ A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ° 11=11�- STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS III- AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON �V #5 DOWELS AT � ° P ER O" �D GONG�ETE IIII�I 11-' a �, I'-4" VERTIGAL CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO / AIR REQ. ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR "� DRIL L AND E PDXY I=II-_ SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF �'�� 6" INTO (E)-PIER (E)-FOOTING � =111=111- ?�,; '� 1=1 I 1=1 I FOOTINGS 3000 psi STD --- --- HIS ITEMS. � FOUNDATION WALLS 3000 psi STD --- --- ��° NEW GONGRETE a a - INTERIOR SLABS ON GRADE 3000 psi STD 0.50 --- D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, � PIE R SUPPORT ° NE W FOOTING `�lay EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6%-8% MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED � UNDE R NE W STONE a E XTENSION ; ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED �/ENE E R � � + FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. `° ��'F✓ � � � � f ��I � SALTS W/C RATIO SHALL NOT EXCEED 0.4. �4 ,,�� V `�' I I Y E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. ``'°';� � /V��'>.; . � g � 3/4" = I'-O" ++ MAXIMUM SLUMP SHALL NOT EXCEED 4". a ° a G E N E RA L N OT E S F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL C. CONTRACTOR SHALL SAWCUT OR TROWELCUT 70INT5 IN SLABS ON GRADE. 70INTS STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PR20R TO WRITTEN (�)-#5 a SHALL BE SPACED 12 FEET AND SAWCUT OR TROWELNT 1/4 OF SLAB DEPTH X 3/16" REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. GONT =111 ° ° IIIII A N D D ETAI LS M WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH _I - - I-I cfl 70INT. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE =111-III- =111-111= �- _ Q/ 1=�I 1=�I I I=1 I 1=1 M ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. m-� I'-6" M�N. #5 AT I'-O" X� I'-6" MIN. D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE 70INT5 IN A v DRIL L AND ° HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR E PDXY 6" INTO � SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLE55 OTHERWISE WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. (E�-FOOTING AT `'' SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE I'-O" ( (3)-EAGH 3 ENGINEER. I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND SIDEJ o ARCHITECTURAL DRAWINGS. ch E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE M WITH ACI BUILDING CODE 318 LATEST EDITION, UNLE55 NOTED OTHERW2SE. USE J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS � STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. � CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. � � � � t �� U K. PRE-MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL I 0 7. REINFORCEMENT HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER 3/4" = I'-O" � AND SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A � A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO. EXTERIOR � A615, 6RADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE STAIRS SHALL BE DESIGNED TO SUPPORT A LIVE LOAD OF 100 PSF, AND INTERIOR � � DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. STAIRS SHALL BE DESIGNED TO SUPPORT A LIVE LOAD OF 40 PSF. SEE � ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND CRITERIA. � B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE � LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. m � C. REINFORCEMENT PROTECTION UNLE55 NOTED OTHERWISE: � 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" � 3. COLUMNS AND BEAMS (TIE BARS) 1-1/2" M � 00 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" a 12'-O" 2'-O" 4" DOUGLAS MILLER DECHANT ARCHITECTS 4" F7" I'-O" SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 STONE �/ENEER 3 AVON COLORADO 81620 STONE GAP 53.1 T970 949 3302 F970 949 51 21 �� WWW.SRIARCHITECT. COM f2)—#4 — - - - - - - - - - - - - - - - - - - - - - - - - - - - r — � � � : � a a q �- . . . .. _ I � 4 a . ' a a. . Q ' . Q ° . e� a . a a . . I�a� 4 . a4 . ' � . � a . � .Q '� , qi �LI. . .' a � . . . ' o . Q . Q a . . . . ° ' ° 9 4 � � ' ' . . � �4 . � . � �O. � . � o . I . , . . � a° 4 . a . Z" � 2" a a a a a a a I ° ° a °� °� g GLR. ° GLR. � � a a a° a . a Q � . . a I a � . .a.Q ' � � �� a � � 4 .. a � I � ' ° a ,�a: � dd. - . .. ° . . � Q � . . a , . . . d. . - , 8� � . . . Q.. a n .° � 4� r I . �d � � ' . � � .a ' . a ' d . . I . ' o � . �. . a � Q e d Q a .Q ' � ' . ' a P Q , a a a ; . .a . 'i I ., d m . . .. 8 . ' �_ . � . 4 . . . � .. a. a a 'd �a �..I. . 'QQ '. . °Q. . ' � �° � _ a. . � � . a. ° ° �4 AT I'-O" VERTIGAL O � ° a a a a a Q a a ° I a a a a a Q � � 4 ° 4� . � ' . . a . . a G . . ' . . . .. � d o . �� AND HORIZONTAL C ° � o a aa � _ a a a a a aa � aa i i=Tii i iT� ° � � � ' �iiiiiiiTi=i i- � ° � _ — �_�i�—i i i—i i i=i � � � i—li��iTi��C��_� — I � , I Q ��_��_ IIIIIII� 6 a Q �IIIIIII � � � a 1,-1I I: � _ ° _I I1=1 I Q° ° a a a I ° - a � a a aa a ° m #5 AT I'-O" X�ry � a a � � a a a° 4�� a � ° � ° a aQ O � °� n a � ° e a a � � � I � 4 . a ° I d . . � � � . a. Q� I . ° . .a I . a a 4 '1 . ' � ° a . 4 � . a .a a a � .. . . , . . � - ° ��4 a . . n . I . � a �. I . a. a. � a. 4 0 � . . ' � � . . ��. ° Qa° . . . �,. . . � .. a a � I ' .4 � d 4� STEPS I 4 � � a -II'I . 4 � ° � � � � � . . � 4� � o . � . � � . 4� , � a � � � a ° .. L — � IIIIIIi I o ��. � � , I a� , . =1I I-I I I- I1=1 I I_I I � �� a o i=i i i-n #5 AT I'-O" � " � ° 4" EAGH WAY 4., I °aa a I a a GONTRAGTORS ALTERNATE I � � a I � �o � S/2L GONGRETEATOPPING STONE VENEER RE: ARGH. � � � � I O I �4 � � I DATE ISSUE 3/4" _ �'-O" � � ° � 4-10-12 PROGRESS 2X6 TREATED PLATE L4X4X3/8 (ASPHALT MASTIX - - o a o a � WITH I/2" � X 10" oa PAINTED) WITH 3/4" � X 6" N � � � � ° ANGHOR BOLT AT 2'-O" NEW EXTERIOR STUD EXPANSION ANGHORS AT i'-4" ' ' a ° ° a 6-25-12 DD ESTIMATE WALL WITH SHEATHING d' O I I �a o $-15-12 PROGRESS SET O � a WATERPROOFING I �a a a I o� [xxx'-xx" NEW 5" SLAB-ON a° RE: ARGH. I o I 8-27-12 PERMIT SET GRADE WITH 6X6 GONGRETE WALL TAPERED RIGID � � a � I I-06-12 � PERMIT CORRECTIONS a W2.IXW2.1 W.W.F. MG12X BEAM I ° g I a I NSULATI ON _ � RE: PLAN -_-111,- �° GONGRETE WALL � $ 8 � m _ 5 ��2„ TOP OF � 3/4" DEGK SHEATHING � ° Q � aa 03-01-13 3 REVISIONS 'LDING PERMIT (2) �5 GONGRETE L4X4X3/8 WITH �4)-3/4" cD X 4" a (2)-i/2" m X 4" ° 2X DEGK EXPANSION EXPANSION a ANGHORS 2 I d °� ° I � a a a 03-06-13 4 REVISIONS ° a ANGHORS ABO�/E a ° � . .. ......, •...... .: ....... . .......:. .. ::. a a a ° a a - 3-13 REVISED PERMIT 53.1 03 I - O � � � o � � NEW STONE �/ENEER —�x a°x—y x—�-x—z EAGH TREAD ° a ° °a a a I 4� a`' I � RE: ARGH. :0•0 0o e°^0•°oo °°p,°o.° °°p.o o.° o a a 2" STONE AND � � � .Oo°v0,�0o°e��0o�e��Oo�eQ� - � 8 ° ° a ° d I1=1If I I�' GROUT Oi _ � � ° ° a a a a � � � i a ��i_� 2 I/2" I V2" GONGRETE � a � a � a � � a . ° Qa -�� = TREAD WITH 6X6 i ° ° I � I L4X4X3/8 (ASPHALT �� 11-' W2.IXW2.1 W.W.F. -- - � � ° a a � � MASTIX PAINTED) WITH ° 3/4" � X 4 3/4" EXPANSION � a � a � � ° ° � e a � � a ANGHORS AT 2'-O" �� e a " i" TIMBER DEGK BEAM a � I I a �� REVISED BUILDING PERMIT #5 AT I'-4" �/ERTIGAL � ;. •• "Q ... ,. . a a a a ° I a I -- a AND HORIZONTAL a ° 3/8" X 5" X q" STEEL °° o " a ° � � KNIFE PLATE WITH o a I ° ° ° L — _ _ _ _ — _ _ _ — — � — - - - - - - - -I 8° a �3�-3/4" G� BOLTS � a °°° I e � h10TE: ANGLE SHALL BE � �° ° � ° a a,a a a a a � � d � a a a a � a a � ° � � ATTAGHED TO 8" G � 3/8" X �" X G" STEEL ° a ° a a ° a a ° : I a °a a a a Q a G 4 � a Q G 4 a <� a � I PORTION OF FOUNDATION #5 AT I'-4" X_i PLATE WITH `9 � a ° a ° � ° a ° o a � a ° a a o J ° °� a a° a a a a I JANUARY21, 2013 WALL fV (4)-�/2" � X 4" 6" 4" 4" 6" - L3X3X1/4 STEEL EXPANSION ANGHORS � r � � ° � � � �II � � i TREAD SUPPORT i" 5" i" � � � ° o � ° � '- -III ° 11=� � � . �� .t� ., WITH (2)-I/2" <D X 4" -ill�lllllll 111=1��_ EXPANSION ANGHORS � . � a� - - = I I-1 I I-1 I. � � � ,��. '�� ° � ?��:, a - � � � � C � f Ol�l � : a a � a a a a a a � � �' �, a ��'�'"�� ' . `� �;��y� 4 0 � 4 . .a . a . a °Q . . ��p �ie f n 1 S� � � ° a o 0 3/4" = I'-O" � I o �, a a a a � a �� a � � _ 4 I � � � : � �ill� � iir (2�- 5 _ - a I I-11 - —III- � � - - - - - - - - - - - - - - - — — — - - - - - - - - - - - - - - - - - - - I ?��••t:, ;�,,,� -I II-111-11 2 �-- - - - - - - - - — - - - - - - - - - - -� � �III��III�� _„ ,,,- � L4X4X3/8 X q" WITH . , RE: PLAN (3)-3/4" Q� THRU-BOLTS ' �f s ' . '��5` �,� 4 , � �=_'�' 'U� � O � � � � � O l�l�l � � � f Ol�l �� l�l 2�`� � � � � f Ol�l 1 � � � � � f Ol�l � ° _ �.� 3/4„ �,_�„ O � 3/4" = I'-O" �e�v 3/4" = I'-O" � � � oe_, k�;. [XXX'-XX" STONE GAP RE: ARGH. GONTRAGTORS ALTERNATE SHALL BE 4" SLAB WITH MGI2X STRINGER MG STEEL BEAM I �/2" GONGRETE TOPPING Oa � (2)-#5 AT TOP STONE �/ENEER � � � � f �� NEW EXTERIOR STUD WALL WITH SHEATH�NG NEW 5" SLAB-ON RE: ARGH. °a 3/4" = I'-O" NEW STONE �/ENEER [XXX'-XX" NEW 5" SLAB-ON GRADE WITH 6X6 RE: ARGH. �2�-#5 W2.IXW2.1 W.W.F. � W2.I�D 2.IJIW W FX6 RE: PLAN 2 2X6 TREATED PLATE -_=111� TOP OF HANDRAIL � ° GONGRETE O O RE: ARGH. 2" STONE AND WITH I/2" � X 10" a GROUT ANGHOR BOLT AT 2'-O" � O --�.z�°x—a x---�-x—x O ° �5 AT I'-4" VERTIGAL � I V2" GONGRETE ° A ° NEW STONE VENEER� � AND HORIZONTAL TREAD WITH 6X6 :0•000e°°0•o000°°0•000�°°0•000e RE: ARGH. a W2.IXW2.1 W.W.F. IN -_=111, Do°e4,�`Oo°e4��`Oo°°O,�ODo°e4,� STEEL PAN '4'�� (2�-tt5 , If�_'IIf_ill� a O ao O ° -�i- 2 I/2,. °o a .. ...:.... ... ... ... .. . - a a a , .., ...:.. :....�.. • n :.... ., .. :.,. .. i � RE: PLAN STEEL STRINGER z—x—z—x x MASTI<X PAIN ED)WITH I'-I RE: PLAN 3/4" � X 4 3/4" EXPANSION OANGHORS AT 2'-O" #5 AT I'-4" VERTIGAL �5 AT I'-O" �/ERTIGAL ��I��illl��ll Illllllli��ll' AND HORIZONTAL AND HORIZONTAL ':�II II�:' L3X3X1/4 TREAD 8 g° 'K a ��' SUPPORT - a NOTE: AN6LE SHALL BE a � _ - #5 AT I'-4" X� ATTAGHED TO 8" �0 3/16 PORTION OF FOUNDATION #5 AT I'-4" X� a #5 AT I'-4" X � � WALL N °9 � � ,-11 ' , z 6 � � � � f Ol�l � ��„ � ��=��_ GMU STONE VENEER a ��-� � =i11-111 II-111-11. ° � PROJECT: 8839 SUPPORT (FULLY 111-ii�_ � � - 3/4" = I'-O" GROUTED) II-111-11. , C�" GMU VENEER a - a - � SUPPORT, FULLY - a d O a � a GROUTED O �T I� _�� a iir (2�-#5 — �—� a � —.a ��— �z�—#5 � 3,8�� x 5�� x q�� _�� M A R S H A L L _III G a a 11=11 STEEL KNIFE PLATE =111 I 111=c I_I-1 j�ll ll_I a o — a a a _ —III_ =111 III 11,-111-11 ° ° � WITH (3)-3/4" Q� I-III-II - ° a 4" I" THRU-BOLTS _ _ o RE: P�AN RESIDENCE RE: PLAN _III � II-II �3)-#5 GONT, a a a _ _��!��_ ��-��„ _ __ REMODEL �h d �_��—�� — �o ° , _ � � � m V RE: PLAN ° i � � � � � O� � 2�' � � � � f Ol�l 11 � - � � � � � - _ � Oi � 3/4" I'-O" �; � , _ J J �.. 3/4" = i'-O" � 4 '' ° � � � � � f O 1�l � � - , � a �, . � .. :�. �e . __ ,,..�� v4 _.� _.. � � � �� ._ n�� > ;.._ , '_`- `° � '� �'� 3/4" = I'-O" � 8X14 BEAM _ 3/8" X 8" X I'-6" #4 AT I'-O" X� ,- STEEL EMBED PLATE ° AT EAGH 111=111=111=111 11=��'' � I I I I-I I I-I I I-I I 1-' � � WITH (3)-3/4" m X 4" a a III-III-III�Ili H.A.S. °° a � a STEP 4 I II1=1II-� 2 � ° ° I I 1=1 I LI' a 1=111=11 � II1=1I�� a ° ° #5 AT VERTIGAL ° Q ^ '��"_'� FOUNDATION DETAILS � %� AND HORIZONTAL � a �a I-IIC � � � � ` �� STONE GAP � EAGH FAGE a � I-I I I_ ° I 1=1 I I-I I' a I ° � ° III--III��III- � STONE a a a STONE STEP d ° a a 1=1 1=1I1=1 � 3/4" = I'-O" �/ENEER � ° i " I I-I I I-I I I-I I � M � i i i-iTi-iTi-�� c �., c N � � �5 EAGH STEP ° a d -III-III i�lli- � - N z a a 4 m i=i i i—i i i—i 'P � � 6 ° a � � I1=1I I-I_TI-�' � � I I 1=1 I 1=1 I I-' ' M :� o � a I-IIIIIIIIIIIIi=�I1, � o� ° a - 3 m I1=1I1=1I1-' � � 0 ° n I I II I II I I I I li-�j i- � ° #5 AT I'-O" X.� °a ° ° ° f-11-II� o' #5 AT I'-O" \ a c ry a � I I- _� '- � HORIZONTAL m 4., a a -Illlll�i�lll-' EAGH W�' � o � ¢ - Q ° ° 1=111='' G II-IIi' a I I I_I 11= � -I I I -I I 1=1 I 1- c -I 1=1I I-I I � 1=1I I-1I I- o - 1=1 I 1=1 I 1=1 I I_ I I-1 I I-1 I L-' � - - �ii—�i— — — C _ i��1 . .� � � ° - �.4a d Q J � a� � .° � 4. ��i�� .�� . a ' . o . � � • � I��I . � a � � � � . .. a . . � . . . . . 4�� . � IIIII�� N ��— � _ i��I'��It �i ��_� ��-�� #5 AT I'-O" X_� � #5 AT I'-O" L (V L EAGH WAY `� 4" '1'-7 I/16" � � rn M � � � � � ( �1 1 � a 3/4" = I'-O"