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HomeMy WebLinkAboutB12-0334 Plans0 10'-0" 10'-0" / . _ . _ . . . .. _ ./ . .- - . _ - _ _. . _ . - . _ / _ 12 � � ' ' 7 NORTH ELEVATION EXISTING 1/8" = 1'-0" EAST ELEVATION EXISTING 1/8" = 1'-0" NOTE:SHADED AREA REPRESENTSFRAMING MEMBERS EFFECTED BY MOISTURE INFILTRATION CAUSED BY LACK OF OVERHANGS.LEVELS OF DAMAGEINCLUDE SATURATED,MOLDED ROTTED AND MISSING MEMBERS. THE THREE WALLS OF THE RECREATION ROOM AND LIVING ROOM MUST BE REPLACED. THE ADJOINING DECK MUST BE REPLACED TO ACCESS THE 3 WALLS. THE ROOF OVER THE LIVING ROOM WILL BE RE-BUILT WITH OVERHANGS. 12 4� ,� � WEST ELEVATION EXISTING 1/8" = 1'-0" NOTE:DAMAGEIS IN LIVING ROOM WALL BEYOND. �OW11 O� �l'8�� ..:� �����'., ,� T � . � • � A� . e � : S_ '� �F;� . ��.idi!!9 �1::' ��iF; � -, ,.�,,: ���1�—(` � ����� � SEP � 1 ��12 F VAI \ �--_—� U Nm -� N � � � o " v � � � � r O V p n � •� N O O O � � U � O -� � a> -- �n i Z O F= � p � aQ ' Wz O � � � II', W c°v Z �a��[O I w � �oo I m �'tn�� _.._ � � � 0 � �i \� _ W Q O , ,�) I– J �wU '� <.-) W {I„ ��� �, ) cn Z m � Q �I �,. ?� Cfl � ln C'7 � i ._.� u' W v � 'I� � � a m i� � 3 T �'� � O ��I p J I N } J � � � � �I� EXISTING il � . / �i � WIDEN STAIR TO 4' AND PROVIDE 4' � WALKWAY �� � NEXT TO � � NANA , DOOR PER� PLAN j � / REPLACED FRAMED WALLS - - _ - --- --- -- AT LIVING ROOM ____ � ', '�� ADD OVERHANG AT REPAIR AREA 3'-9" ADD. (3 SIDES TYPICAL). � --- � �/ � �REPLACE ROOF TO MATCH EXISTING �� / � IIIII TO N SL70 1��1NARD WIDE IIfI.L� x t DOOR LIVING / \ / � NEW PICTURE WINDOW ' ' REPLACEO FRAMED WALLS ' � i--- -- _------ _ --- - -; i � u u � REPLACED DECK ' RE�°�^TE O RT H E L E VAT I O N MECH.ROOM DOOR �ROPOSED �� �\ � LOWER GRADE AND � PROVIDE PIERS AND � FOOTWGS PER PLAN _ -_� j�� i ��_� � � ���i� 1 /8" = 1'-0" 12 � 4 � � ALL FINISHES TO ��-�� � ��-� �_� MATCH EXISTING - � � WIDEN STAIR TO 4' AND PROVIDE 4' /' WALKWAY NEXT ;ED FRAMED WALLS, � TO NANA DOOR , ND DECK �� PER PLAN� j _ _ - -- / . 1 ' \__ ; !. �; �� � � EAST ELEVATION PROPOSED 1/8" = 1'-0" REMOVE EXISTING � FIREPLACE (2) AND � �_ CHIMNEY BOTH LEVELS / ALL FINISHES TO MATCH EXISTING / REPLACED FRAME� WALLS, y / ROOF AND DECK I � �' WEST ELEVATION PROPOSED 1/8" = 1'-0" 12 4 �— EXISTING UPPER LEVEL EXISTING MAIN LEVEL EXISTING LOWER LEVELti �s ��f � � `. ' ; ��:� �"�I �'. � c��2�'�Z � � ���/ � �� V �� � _�� - REPLACE EXISTING BEDROOM FIXED TRAPEZOID WINDOW WITH � OPERABLE ALUMINUM CLAD ���� N ' EGRESS WINDOW AND (3) FIXED . � WINDOWS TO MATCH OTHER � � EXISTING WINDOWS. FIELD � N COORDINATE HEADER FRAMING � .. AT TIME OF DEMOLITION. W � m 1 Wc G NOTE: ALL NEW WINDOWS TO HAVE A 0.35 MINIMUM U-FACTOR RATING. \ I i � \ I� � � i� I EGRESS I \ � � I I FIXED � � I \ \ FIXED z� � F�xEo � �------- _ , ,_, . -�� � -�. _ , ALL REPLACED FINISHES TO MATCH EXISTWG W H � i�� � 1�W ! � I / � J wN LL OPTION 3 � c �� •� N � � m o a v a� a� � n a °n n N � •� O O O � a U L Q 'm � I� I , � � z 0 �~ � � Q � az � O W > > Z ooCO �moo F't�n�� � � � O J ��U z m a� `QJ � � M " � Y � WU� r O am 3N � N O I O J ' N } J � � � i � � � PROPOSED ! , 1 \ A2oFS , G 0 LOWER LEVEL FL EXISTING 4939-A BATHROOM LAYOUT. DRAWINGS ARE FOR APPROXIMATE LAYOUT CONFIGURATION ONLY. FIELD VERIFY ALL DIMENSIONS. - � 5'-11�2, 11'�F - I -V � Zc�—(L N O N W m w � w � a w � � > W � a U �m I C m "' . N� I �m � IO+ a V L � � � � O �� N � •� O O O � � U � O �ro i� �- > T Y / Z O H � Q a¢ Wz �O �w >> Z ooCO 0 moo H zoo II ��QOI j �wv I � Z0°oa'�Q � lnM� M Y � Wv� am 3N � � 0 J ,,_.-- � �,��-��, 0 -, , A3 oF s �; _\ � f, ��., � 1 1 ��. DECK BEDROOM 6' 3" _ __ _ '-'�'ll ,-- I / -=--_- � \ DECK „E" BATH � 0 � O �_____ 5 O� - ----- y_ _— ---- - MAIN LEVEL FLOO PLAN � EXISTING 4939-A BATHROOM LAYOUT. DRAWINGS ', ��4" _ ARE FOR APPROXIMATE LAYOUT CONFIGURATION ', !, ONLY. FIELD VERIFY ALL DIMENSIONS. i !I FRPLC LIVING 771�ImCe3 KITCHEN iECK . : �v"' ± �; ,������=. ��.��:._ Cl _ LY - � i � _.v�. � N 0 N w m W � w E- � W � Cfl i W - -- - _ _ � a U Nm � N � � m � o � v a� a� � �o ^ D N @ •� O O O � a U � O � y O_ > T � Z O �- ,�o �Qo Wz � O � � W > ] Z � � O 0 moo F ��� � °C°ao J��U Zmo�Q' � ��> � U � H OO am 3N � H � J � � , . :-, _ _ 0 , �_ , ,, _. � ,_ A4 o F s � _�_. ." 0 � __— \ � ti DECK BEDROOM CLOSET ,� � I � �„F" BATH �� � �il �, I � i iI , I , ,�� �� ; ����,�� % �'����� \, O 11'-6� 2" .� _ _ _ _ _ —_ UPPER LEVEL FL� EXISTING 4939-A BATHROOM LAYOUT. DRAWINGS ARE FOR APPROXIMATE LAYOUT CONFIGURATION ONLY. FIELD VERIFY ALL DIMENSIONS. OPEN _ _ GAME ROOM OPEN R PLAN 1 /4" = 1'-0" � OQ �"p�c'J wW CLOSET DECK � -'� 7 C,� �.. BEDROOM Y{���� 3,�, ��;y BEDROOM CLOSET c, - z� -+ -i. � s N � O N W m W W H a w � tfl > w � r .� N � Ili �m /O, � V N � � � o n � N � •� O O O � Q U � O -� � a > � Z O � � � � Q � az �o ' �w >> Z oo�o , 0 m�Q I � ��� � °C � O ,j ��U � C� J � Z m o� Q � ��> � Y � U `� � O Q m 3N � H OO EXISTING � � �-�, ��� �' � ��� -�� � � . _�_� A5 oF $ ; n BEDROOM CLOSET RELOCATED MAIN LEVEL WINDOW. VERIFY 0.35 U-FACTOR COMPLIANCE. �� � �i �i � REMOVE , � � � � EXISTING WOOD - -- -- . ` � =- -=- ._ . BURNWGFIRE II PLACE. RELOCATED MAIN LEVEL DOOR. VERIFY 0.35 U-FACTOR COMPLIANCE. REC ROOM � 0 _ _ ___- "D" BATH \ TO REMAIN � — � � ��, �� _ � �� � � � �'X{ � a��i .� n��� �,____�� LOWER LEVEL FL PROPOSED 4939-A BATHROOM LAYOUT. DRAWINGS ARE FOR APPROXIMATE LAYOUT CONFIGURATION ONLY. FIELD VERIFY ALL DIMENSIONS. R PLAN 1 /4" = 1'-0" �d�����_,. REMOVE EXISTING DOOR AND REPLACE AS SHOWN. SEE STRUCTURAL DRAWINGS. � ---� ;; LAUNDR 5._6,. EV v CLOSET j \ M 3�2" MECH. q �� 5 5 ^ -- � - __ � �� BEDROOM REARRANGE BATHROOM FIXTURES AND RELOCATE DOOR AS SHOWN. EXISTING CLOSET TO REMAIN. RELOCATE - � DOOR AS REQUIRED. i � i � L \ %" r ,� � � � �-- � � �- 3'-0�`� -- 2��,� .'� � ��-8 � f � �'� CLOSET �\ "C' BATH c� _ ��_/� � SEPARATE AND ENCLOSE EXISTING MECHANICAL EQUIPMENT PER CURRENT CODE REQUIREMENTS. N 0 N W m W w F- � W � (D W � a �� �� N N N � � � � r v a � a> � � � n a n D N � •� O O O � � U y�� O �� T a I i � Z � H � Q aa Z � O I Z�? � �oo�o moo � ��� � � � � j �2�U Z0°�¢ � LfjC�% ' � Y � U� H OO am 3N .— � � J I uPROPOSED I �� � �,� — � �� _ ����� A6 o F s �, _�� �� . DECK BEDROOM j /. ; , �� _- % \ "E" BATH TO REMAIN O MAI N LEVEL FLOO EXISTING 4939-A BATHROOM LAYOUT TO REMAIN. ii ii ii i; II li n rJ�-------n------� . ■ — — ---- -----� � ' �� I - � NEW NANA DOOR SL70 i� ' PER STRUCTURAL i L _ _ _ _ DRAWINGS. � � _ - i � i PLAN 1 /4" _ LIVING NEW GAS +-� FIREPLACE i � � � � WITH TV i i ABOVE �- �i _ � � � li ii \ ii � ii . � i i '� i i � i i � �i � _ _ T -_ - L - REMOVE INTERIOR WALLS PER STRUCTURAL DRAWINGS. � iil �� ii � DINING KIT� r" �.. , �� �_��-,� � N 0 N w m W W I-- a w � CD � W � a U Nm � N � �� n /O� � V � a> � �o n ° N � � O 0 0 � 9 fJ � O � � 0. > � Z � H �o aa Wz 0 � � W � Z � � O � moo F z�o � °C °Q O J ��U Zmd�a � ,n M > � Y � U� H OO am 3 N � H � J �� �� � 0 ���� 1 ,, A7oFS; ., _ � , 0 0 M �N \ lD.\....- ._ � V 5'-0" 3�2, 6'-5" VANITY i __ --- --- _ _ ✓f _ . __ -- � UPPER LEVEL FLOOR PLAN PROPOSED 4939-A BATHROOM LAYOUT. DRAWINGS ARE FOR APPROXIMATE LAYOUT CONFIGURATION ONLY. FIELD VERIFY ALL DIMENSIONS. �� �� II II � � I I �_2� -�Z ��� � U Nm � N � � a � I � L � � � � � O n ° N m .^ O I C O O � l] U y� a @� I T II TS FRAME PER �� � PLAN 2 - #5 BARS CONT. TOP AND BOTTOM - \ � r � , SLAB iPER i PLANi a 1/4� �2 ` i .� I - -- I �� � � =1 I1=1I �=1I1= ��� � -iii-iii � ' ' I I-I I I-I � I I ���—���— MATCH �EXISTIf�G III ; �� EXISTING FNDN. TO REMAIN - REMOVE TOP OF WALL AS REQUIRED. - 4" REPAIR SLAB w/ #4 BARS @ EXISTING SLAB I / 12" o.c. BOTH WAYS DOWELED TO REMAIN � � I TO ADJOINING SLAB / . • � • / 1'-0" / $ / \ 3,_0„ 3" RIGID INSULATION FIRST 4'-0" CONT.AROUND REPAIR 1'-4" MATCH EXISTING #4 DOWELS @ 24" o.c. i F.V. L 8�� �_ #5 BARS @ 8" o.c. BOTH WAYS o , DRILLED 6" INTO � ADJOINING FOOTING AND �- GROUTED w/ NON-SHRINK � EPDXY. / 8„ ,� i_ _ A DETAIL A � �/�° / S � 3/4" = 1'-0" i BASE PLATE 1/2"x6"x1'-2" w/ � 2-3/4" DIA. EPDXY ANCHORS � � 2�� / _ _- _. . ,/_ 2�� 5,� 5„ 2�,� -��-- �---�• i - I ��i �'s�s� /" 1/4" / —� _ \ � �' � �--� TS 6x6x1/2 PER PLAN BASEPLATE 1 1 3/4" = 1'-0" 6'-05�8" ,_ _ FOOTING PAD 2�-o�X2�-o°X�o° Wi 3-#5BARS EACH WAY � = �- ✓ / / j_; i g�_4�2' �_ _ _ __ �__ � � \ io �✓ � �-: � _ ., �� ��� g'-4�2' �5�8,� _ __. _ �,_ __ �__ _ _ , � � � ��� �� , _----- � _ -- -_ _- -- - ----- _ 8 ,%� / � �— � �'�.� o� ,� ; �, -- � � - � � �� � �' � ' ���_ _�-�UUT(NG� � � � �� o / 2'-3"x2'-3"x10" w/ %� �� � 3 �� � � � � 3-#5BARS � � 4" CONCRETE SLAB-ON-GRADE EACH WAY f � r_°�e;! U Nm c �� • N �m o" � a a� �° - 2 �l -' �- � �� � � � o n m � •� N O �� Q U � � � o� � - ���+.,a- -, � , - -- . FOOTING PAD � � '� ' 2,_���x2�_���X��" W� � .6 h ��, � .� ;, � ?. <s y '�� � 3 - # 5 BARS k EACH WAY � � � 1� � .' �.,, ��... ' FOOTING PAD �� � ��� - 2'-3"x2'-3"x10" w/ ' 3 - # 5 BARS �•� � EACH WAY ��`�� 3j4" �. � �'� REINFORCED w/ #4 BARS 12" � � � �� 7'" ��" � @ , 1._0" �' � � � 4'-10 /$ 8,. 2 6 8 � � / 3�� o c BOTH WAYS CENTERED w/ � � . - � �/ - -- �' � .. � 5��3�8�� � ����� � 4" GRAVEL BENEATH. THICKEN C A R�MOVE��TOP OF � - ,= -s � � EDGES TO 12"x12" w/ 2-# 5 EXISTING FOUNDATION � � B � �` , BARS CONT. S5 S� FOFt NEW SLAB / N � � / � � � `L -- - � --x �3 � � ' - , X � _�� � m ��+��� _ _- �- � �+��� �� � /� ° O � � -- O ,�5^�Q.O� I i i � �'� rn �p�� N '' —J i i i � P � � � � � / / �; / � �� � FOOTING PAD � 2'-3"x2'-3"x10" w/ �-- 3 - # 5 BARS EACH WAY � WALL LEGEND EXISTING FOUNDATION WALLS TO REMAIN WALLS TO BE REMOVED . WALLS TO BE ADDED � OR REBUILT � DOWEL NEW FNDN. TO EXISTING FNDN. w/ # 5 DOWELS x 3'-0" @ 12" o.c. DRILLED 6" INTO EXISTING AND GROUTED w/ NON-SHRINK EPDXY (2 LOCATIONS TYP.) EXISTING FOUNDATION TO REMAIN ...� � � 4'-6"x3'-0"x12" w/ #5 BARS @ 8" o.c. BOTH WAYS DRI�LED AND DOWELED INTO ADJOINING FOOTINGS. Z B 0 �S3 ,;�� � �� � °o o � '� a Q � ��__ _ -_-� � z , ��� ��� � W O �� �p ` �' \��? , (y � � W � � �, �, Z > > � _ � 3 _ FOOTING PAD �� `� �� �r'"" ��j�`` W O m � � � � 2'-0"x2'-0"x10" w/ � X � � � � V ''; � 3-#SBARS � 4��� �_�� � f� � � � !- � 4 � � EACH WAY � � �� ��,� � � Z � O ' � �� �� � �OW� � � _ __- x- \ __- _��- � J 2 U � � � (� ��J � � �? Z m pa'> j ^ � - ll1 _ � � �. � Y _ �. �. � ,�� U �___ � f . �-� , � W �_ �_ � � � � �_ a� J Qm 3N --� B � o �� � O FOUNDATION PLAN � �DENOTES 1 1/2" DIA. "HELI-PILE" 1/4" = 1'-0" NORTH HELICAL PILE INSTALLED TO ACCOMMODATE WORKING LOAD OF 15,000 # / PILE. PROPOSED N i �- i � ; � � S1 OF 6 � 1'-6" ,�— _ _ -- -- � EDGE OF ' 2�� 7,� 7" 2" DECK I -- / / 1 /4„ \ \ / �� --- O� M�� c0 �,`. .. `�\ _ \- GO/ ��� BASE PLATE �°� 1/2"x6"x1'-6" w/ TS 6x10x1/2 ^��} 2-3/4" DIA. EPDXY PER PLAN `� / ANCHORS �� �, DF #1 6x10 or A DF #1 6x6 P GL 3 1/8x10 1/2 BAS E P LATE 2 °` ����� ��� ��� ��� � 2 O ��^/� � ll ll ll : � 3/4" = 1'-0" o�'� j� tr n n rr rr +� • �/ / I I / I I , I 2 PC. 1/4" BENT PLATE 9" 2, x 10 @ 12" o.c. ' ' TALL w/ 3- 5/8" DIA. M.B. THRU SUPPORTED BEAM ' , AND 6- 5/8" DIA. M.B. THRU � ' I SUPPORTING BEAM (2 TYPICAL) ��+� II I ;� I , � ! ll ll ll ll. ll ll lI ._ 1'-0" 2,i 6�� 4��/ f� / �- 1 /4., I ', � , I _� � io '� � e -- ``' \ M � - - � � � , °' o -- -� �--� BASE PLATE 1/2"x1'-0"x0'-10" w/ 2-3/4" DIA. EPDXY TS 8x6x1/2 ANCHORS PER PLAN BAS E P LATE 3 3 3/4" = 1'-0" ll 11 ll � • � �— �`L 2-2x10 LEDGER w/ 2-1/2" DIA. �/ x 6" LAG BOLTS @ 16" o.c. INTO SOLID BLOCKING WALL LEGEND EXISTING WALLS TO REMAIN _ _ _ _ _ _ _ WALLS TO BE REMOVED WALLS TO BE ADDED —� -- — OR REBUILT ��%�i_.k' �IV1 �: .�+GLI .�+. �.��/, _ �-,�� � . � � � � � �J STAIRS- �'��� ,_ � �k 114" LANDWG TO LANDING � � � �+`O � � 15 RISERS @ 7.6" �k p � - - ���'� � � 14 TREADS @ 11.25" � �` � � �- � � � . ��. DF #1 6x10 or ALASKA YELL�W CEDAR GL 3 1/8 x 10 1/2 CONT. �? � �>> � - — — — — — — — — � �-, �� � - n� n n :�r n n n n n n n � � � �� TYPICNGERS � � � ��� BENT 1/4" PLATE � 1/4" BENT PLATE � q� � ��� � � �� � \ WELDED TO STEEL � � w/ 2- 5/8" DIA. x 3" �� � t BEAM w/ 2- 3/4" DIA. � LAG BOLTS INTO �-���� ��� � � / � B. THRU EA. MMBR. EA. MMBR. (2 TYP. � �I � ' i '�' I 2-2�c10 LED�ER w/ 2-1/2" , �-� �-� / I I : � DIA. M.B. @ 16"�:e, �}iRU I I�1� v � STEEL BEAM ' ��p +� � . /� \ 2 x 10 @ 12" o.c.' \� � 0„1� ry C `� I� Io�°, � � � � � S`J �----- ----- � � � �6x -- -- � � c�'� �� , ,- - — - - - - -� i A �, I pF � � 'co'�" i i i � � �ii ii � ll ll ll ll ll ll ll i Ill ll ll ll ll Ilu ll � ll\ � r ----- - � - � ll . � � c �^ • N � �m o" ci � � a� � a o �� .� N O �..___. n° c°> ��� +�o s � ; �:� � ,�6 �a � �,s *� �, �� �� � � ��,=�t � f � ��� � � l9� ��; �'�, � ti ` r� / \'- �.; � --- ---- ------- Ti u iT tT�\ f( � �• \ ���0-1-�0 ; � n�. _ - � . __ _ __ _ _ ___ � ,2 1 � � TS 12 x 6 x 1/2 � CONTI S �+��� � ; � � � � ��0 12" �� . � � �E � _-� _ : _ , „ S4 _ - � ! ,� POO� '�� ' ' 02 � ' �n � k � � � - � � , � � �� i� 1� N � � � � _ v ' � � - — � °— -- -- _ �x � ___ � 2� x 10 @ 12' �� �� � � o'`� 8 -0 k ____ � __ X ' o c. �y - f- � � /`� `O � �, � � +��+ � � � ' - _ � �*r- �� ,�;L�pJ i ��, �� � � � p � >�� P i I ' , DF #1 4 x 10 Q � __ _ _ __ _ __ _ _ J ' i I �I or AYC GL N W z � � �' '� 3 1/8 x 10 1/2 � � � � ',, � > x ��� ��+`a i� O �' C� W I __ -_ _ I ' N - > > � � -- - � `Y' i I � j W ���� i . . ___ . . _ __�__� ' ' � ' mpp!, � � _ J �■ ll ll ll ll ll,� /_ __ i � L(� O� EXISTING BEAM TO REMAIN - � . . - • B � _ --- } Z t�'�'+� '-/ N �o / 1/4" BENT � F � Q 0 �J , "� ti _i --- PLATE 9 1/2" W J 2� U 16'-0" � TALL w/ 3-3/4" � ��3 J -- - i 2-2X1d LED ER w/ 2-1/2" DIA. 3-2x12 or x� LAG B LTS @ 16" o.c. DIA. M.B. PER � Z m� a 3- LVL -!INTO SOLI BLOCKING MMBR. ��j �� � 1 3/4 x 9 1/2 � W � U � ,' � W O \ ; Qm �- a � ' MAIN LE EL FRAMING LAN 3" H - .� - -- -- _ _ -- _—J L-1 li - - - _F -- � ' ��_ �� .� N O � J � � �_ /4" = 1'-0" o - �%-.___ ,v � � \ � -- � ---- - _ __ - — -- _ _- _ _ _ - J - -- �}� T-_ �� — - - � lr - —' � �., � � � O z� ° � I� � O z LL �) � � I��J ""� �- I f � X I I � W x � � I � � �� M _ _. —_ �.. N z � „U210,� i Z � � � J � � TYP. � � � + � O � � � / tn w � �_ � � _;� w ° S E D ' , _,�__ � �_ 2 OF 6 — - i 1r'4" PLATE 2-PIECE 6" WIDE EMBED "T" KNIFE PLATE w/ 2-3/4" DIA. M.B. THRU 6x6 � COUNTERSUNK AND PLUGGED AND 2- #5 DOWELS � 2� WELDED TO BOTTOM 2,� SLAB PER PLAN �? � 1/4 . j �=1I1=1I1=- -1IIIIIIIII'IIII' I ��I��iI��+I'���II��� 12" DIA. PIERw/ �j��111��lllllll 2-# 5 BARS CONT-� '�=1I I I I I� i 2 - # 5 DOWELS 2�_g�� �10" FOOTING SIZE AND REINFORCEMENT PER PLAN REGRADE AS REQUIRED- SLOPE TO DRAINAGE SWALES - REVEGETATE TO MATCH ORIGINAL CONDITIONS. LOFT BEDROOM WINDOW FRAMING AS SEEN ON THE WEST ELEVATION A2. DF # 1 6x6 PER �\ PLAN CV , \ �i ----- �� - -- __ _ \- � `� TOP OF SlA6 ,� �? �1/4 i+� 1 1 ' \- o. � \ EQ. 1'-0�� EQ. f --- � / -- -�- PER PLAN /-_--- — - ---/ B DETAIL B S3 3/4" = 1'-0" _ EXIST. BEAM TO REMAIN _ EXISTING DECK JOISTS EXIST. HDR. TO REMAIN --�=— vi ~ z � � Q � � � > i WALL LEGEND � M j 2 +���' � o C - _ �� -_ _ _ _ �� � � +���� +�,�ti .�0y�1\ co-t-� �J� co Q S�J 6+'� pJ �i-'� pJ � i c�i-'� OJ �+,0 �(g 6 �C5 P� ti i i'�� P� �C5 P� i�5 P� '�5 � J � � r - ------ ---� -� � I � TS 6 x 3 x 3/8 i i / E �. � _� i ��S4 / � � � 19'-9" % `- � i . . _ _. . .__.. . . . . ___. .. .-.. ._ .. . . _ __ . _- __ _.-.._ . / �� .... .... _- _ _.t_ _.f. . f � � Tv . ' t � k� T�� ,�'L il i ,�`,L NEW GAS i� I EXIST. BEAM TO REMAIN FIREPLACE ���� � _ / � � — , — — , — �r �I � _ f—��� ��iV���� \ _ _V I � / �p ��� � � /���,+ j � � i �C. DECK OISTS TO REMAIN J. �� — i i , F� � i i �i EXISTING WALLS TO REMAIN \ WALLS TO BE REMOVED WALLS TO BE ADDED OR REBUILT L, i 2-LVL 1 3/4 x 11 7/8 PLUS FLITCH PLATE 1 1/4" x 12" CONT. ��" i'� � � _� � • � : — — — — — � --- , . — 2�6 +ca EXIST. HDR. REMAIN nP °„ � � n���o�� o�=� �� � i S6 J L 5x5x5/16 w/3-3/4" DIA. ` � M.B. THRU SUPPORTED � MEMBER AND 6-3/4" DIA. � � ' M.B. THRU SUPPORTING� � MEMBER. ; � EXISTING 2 x 12 FLOOR JOI S TO REMAIN � ��� O z � ¢ � � � •- N X �..U2�0�� X 2� v TYP. � O �`' z i�. ��:,' J ~ ]i � ;�'; J I X / l EX.GL51/8x131/2TOBE ,�`,L J• � , _—^ �t \ � �_ � 4 - 2 ��` M '� �. , li � ISEDIFO�Z UNG JOIST CONDITION E UPPER I��VEL & L01MER RO�JI� �RAMI EXISTING 3-�'x 12 TO REMAIN i A 2�;: � EXISTING 3- 2 x 12 TO REMAIN _% PLAN � 1 /4" = 1'-0" PROPOSED c �� ' N � �� o� v � a� a� � �o n ° N � � O � U � � O � a11�...`y:':.a^... f1 > r-.r----- l guJ Z � � i H j � � � Q � az I O � � N — W > I � Z � � � m � m 0 � � ���� W ~ �o°ao a J=�U (n � C� J � Zm�Q - ui c� � rn � Wv� Q m a N � �I N O I � � O J N } J ; � ; � i � S3�F6 ; � � � R-38 BATT-INSULATION w/ VAPOR BARRIER TO MATCH EXISTING 5/8" PLYWOOD �� REPLACE REMAIN 12 -� r \ 4 � �� ��\ �\ \ DRYWALL TO � \�, ` MATCH EXISTING r� �� � � ��� � ` � ����% REPLACED ; FRAMING PER �_ PLAN LVL 1 3/4x11 7/8 EA. SIDE OF GL 3 1/8x13 1/2 % n', � � , � � ��� � �\ , `' �� � EXISTING R-38 BATT INSULATION � R-38 BATT-INSULATION 12 w/ VAPOR BARRIER TO 4�- MATCH EXISTING I �� EXISTING _ __�_ � FRAMING TO M � REMAIN __� � � � \ _ _� \ � N 1 , �/18 � ` w/ 5/8" DIA. M.B. @ 24" 3/�� ! 3 o.c. STAGGERED TOP � 4 3/ j ��4�� AND BOTTOM ' 65/8„ , , -�- NOTE- EXISTING ROOF INSULATION SYSTEM HAS SEASONAL CONDENSATION ISSUES, REQUEST BUILDING OFFICIAL TO ALLOW ORIGINAL R-38 SYSTEM TO PREVENT ADDITIONAL ISSUES. F DETAIL F S4 3/4" = 1'-0" NANA DOOR FRAME PER MANUFACTUR'RS SPECS AND DETAILS EXT. INT. 1/4" SHIM BY � MNFCTR'R. � �99'-117/8" � . — � �� _ CONNECTION � � PER MNFCTRR � \ 100'-0" �FRAMING PER TS 12x6x1/2 PLAN PER PLAN 3/4" PLYWOOD RAMSET OR SELF TO REPLACE TAPPING SCREWS @ EX. 1/2" 16" o.c. - - -- - �/ �� � � ���� � � �� � %� o D ETAI L D �` � 0 � 54 3/4" = 1'-0" / ' � � i ��_ _�� - � _ 1� � ��_/�- EXISTING GL 3 1/8x13 1/2 TO REMAIN WRAP TO MATCH EXISTING BEAMS EDGE OF EXISTING ROOF TO REMAIN EXIST. HEADER TO REMAIN EXISTING 2x12 FRAMING PER PLAN INT. CONNECTION NANA DOOR PER MNFCTR'R L�/ ' � �\� `�i��'�-u �V � FRAME PER ��� CONT. 2x6 PLATE ` �, -i 113'- 9 3/8" ` MNFCTR'RS w/ RAMSET OR �� -TN= � � SPECS AND EXT. SELF-TAPPING DETAILS SCREWS @ 16" o.c. - \� CONNECTION �� TS 6x6x1/2 � PER MNFCTR'R � PER PLAN TS 12x6x1/2 PER PLAN NANA WINDOW TO MATCH NANA DOOR EDGE OF ROOF TO BE REPLACED > � > 3/8" SHIM BY EXT. INT. MNFCTR'R TYP. i � �-, ; � � �� i TS 6x3x3 8 �-�J PER PLAN i, E D ETAI L E S4 3/4" = 1'-0" E C S4 S5 � - - � DETAIL G S4 3/4" = 1'-0" ---- ----- ---- � , — -- -------- _ 6�6i'1`� -- �o}�} i i �-�+ i -1-�+ � 56 5� 5 � T S 1 2 x ��� 6 x � 1/ 2 �/ ,! f . � N N � ____ _- __-_ __ _._.. � x N N x ___ _' N N . . � �� J ----�� 17'-8" �+`�+ __ _ _ . _ _ �5 ., 2 x, 12 @ 24" o.c. S4 � � - ---� i, i _ r■i- -� i �__ _ I � V � � o ii I � XI �-- -N--- -_-_. N' � @� � � � � � i, N �I I. . .__ _ _ ... � X � � N i., �, � �_- -__- �, ii ii ��EPLACE � GL 3 1/8 x 13 1/2 P GL 5 1/8 x 13 1/2 or ��---- -_-- _ , ■ � ADD 2- LVL 1 3/4 x 11 7/8 TO EXIST. G 1/8 x 13 1/2 � @ 24" o.c. TO REMAIN �+�, �;Lj EXISTING 2x12 RAFTERS @ 24" o.�, TO REMAIN ROOF FRAMING PLAN 1 /4" = 1'-0" WALL LEGEND EXISTING WALLS TO REMAIN - - - - - - - I WALLS TO BE REMOVED I _�__ _ I WALLS TO BE ADDED OR REBUILT �+0.. — r --- EDGE OF EXISTING � ROOF TO REMAIN EXI T. HEADER TO REMAIN EXISTING 2x12 RAFTERS @�;' o.c. TO REMAIN >.' ..�,�.. � � 2� -' � � PROPOSED U Nm c �� • N � m � � ci a� a� � �o �D N � � O 00 S] U (� '�"� W.\,:sl > � : b..A �;. - - �,; � .v r �� � � �, ` � _ � . F� 3'+'1 de 5 ' ' ." t .. U. : r; ��'. .:. 'u".. ». ="l ' �: . 4 's.. - . � Z O �- �Q aa Z N � O � � o w > � Z � � O m O � � � � W F (��� I w � � � 0 w,�j��U � � mQ� co Z rn j � � � Y � � Wp am a 3 N N ~ o � N J � I � � � � �, I S4 OF 6 i i___ _ _ _ TOP OF STEEL ' � �--_- _ _ __ -- -- - - - 113'-9 3�8" - 1/4" END PLATE yl'i'' � TYPCIAL ' 6" � I 3�8�� I 1/2" V `-� 19'-9" _ . __ _ _ _ _ . � TS 12x6x1/2 � � _ --- - -- _ o. „� 2'-6��$' _- 3 3 ��_� 2'-67�g'_ 3�8 2,_67�8��_ 3�8_ 3 3�8-� 2'-6��8„=� 3_-, 3 - 2'-6�/8„- 8 u. � 3 r 8 3/$,� E z � /8 TS 6x3x3/8 > , ' S4 E � ;l � S4 \ � �� l � �' � � 3�8„ 3�8,. �, i�i � � M M � __-J � � � � � � -------- , �— — __— — -------- — O� NOTE: FIELD COORDINATE CONNECTION �' REV. � � ��2„ ai OF DOOR AND WINDOW TO STEEL PER = G � I �,,�� MNFCTR'RS STANDARD DETAILS AND Z ' S4 � SPECIFICATIONS. W g� � � 3�8" SHIM � 17'-8" FRAME WIDTH _ _� _ _ - ___ > - - __ _ _ _ w --- -- --- _ _ _ _ _ _ _ -- - - - _ . p 3� _ , - - - - _ ___ -� �— � 1 - - -- -- - _--------- ------ TS 6x6x1/2 � -- -- ---- _ � _ _--- - - -- � ��-- - _ �,�� � I � �� , ✓ m � li � _ �� � °� �� � � _ � _ ' � � � � o �- � M _ I o 3/4" UNDERLAYMENT � OO � I ��� � � i2„ � - , �.� , o„ �F.v.� I � I = � �����WO� S�$.- � D , I 3�2„ , I �_, � ' �� n _J— S4 I � _ � � �,� TOP OF STEEL � � r- �� =� � " � ��� � -- � � - _ -�` � � -- � � - - 99'-11 7/8" � � � - ' � _� _ , - � �- �__ �,� � ,', i' ' ° � � � �'� � i � � . TS 12x6x1/2 � FIELD COORDINATE 1/4" PLATE STRAPS WELDED TO FRAME AND BOLTED TO FRAMING w/ 2- 3/4" DIA. LAG BOLTS INTO 3" MIN. FRAMING MATERIAL (5 LOCATIONS TYPICAL). N � r —� -- � _ �-- . a N ' I ��= f -/ 2" i 4" 6,� � � -�� i 1/2" 1/4" I M°°>. I � � TS 8x6x1/2 - --� - TS 10x6x1/2 > � - _ _ �o_ _ �� � � �2 SHIM � $'-0" EXISTING UNIT F.V. /2"SHIM ', � - _ z _ ._ � 4"� Z 8'-10" � _ -_ -- -- _ � -i- _ _ _ I � I � S1 w O I a a4 a � a � a ad a � a� ° a ° ° ° ° I a a a a ° ° a ° °° a � 16'-0"(FIELD VERIFY) a a -- --9- a �---- � -- _ - --- _a_°__ ° e I a a° � a ° ° � . ° ° i c SECTION C S5 1/2" 1/2" 1/2" _z � I 2,_67/8�� �,_- 6�� i 5 i �� , NOTE- DRILL 1" AND 1/4" DIA. HOLES AS REQ'D TO FILL ALL THE STEEL MEMBERS WITH INSULATION BY CUBCONTRACTOR. 1/2" � - � I�I -- I ( TS 6x6x1/2 � � �� G 3�8' SHIM 3 �8 54 �Y _ � � �� •— N � �� o � v a� a� � a ° . �� � N O O O \ ^` 9 U iit 'ti:,j`...0. ��. �.';2��. � �,� � ►. .,..��x 5'-, -- I I I RAMSET OR BOLT � - I I ADJOINING FRAMING Z I TO STEEL @ 16" o.c. Q TYPICAL ALL SIDES F- I � o � � az � Wo I � ��w _ EXISTWG TOP OF PLYWOOD N Z �� O I ,, 100'-0" (F.V.) � � C� p p' O ' ' � m H �o� I — , !� '� � ���Q� DECK FRAMING � J O w O TS 6x6x1/2 PER PLAN a �(='3 � J 6'-1 " 11i 4"V _ __ 1 /2" = 1'-0" � Zm�> 1/2„ � _ � � -- -- - ' � Y � I� I NEW FRAMED WALLS w/ � j W � R21 INSULATION AND � F J � INTERIOR VAPOR a m BARRIER TYPICAL � 3 N � 3, 6,� � _ _-- � O O � 1/4" � 1 '� I N ._ EXISTING FOUNDATION � J I 91'-4 1/2" (F.V.) � � � � ` L�F - � � � SSoFs STRUCTURAL SPECIFICATIONS � �� 3) 4} :;} t�) Foundatiun �lesign bFt�ed upc�n "{3pen Hi�te tnspeciian", Pra,ject ��33fi30 as �n:- �red �+y la'�'TI�,iZ4{O(7NT'A[�i CNGti�£%�KiPv�i. L:T`T1. c�at�;d Septemt�e.r 20, 79�3. Ali faotin�s acx to bear ��� raatural undis�turbc�tt sc�il a� approved b} Ihe sc>ils c•n�i�rer. Submit ct�py c+f'repc�ri t� �n�ineer. Ail feund�tio� �rn�anzi per�a�Y�r Uf str�ture sheil iia�� minimum fros�t protectipn af 44" tc� E�ottc�€n af foo#ir�� tDetail A�SI is �caty exc�ptic�ri). _'�li %�urxiaii�Ei �alis and ce�iumns tc� t� cent�ced on concrete f�ntings unless shown othen�=i� c�n plans. Ati casa in ptace cancrete n�usi b� made ��ith 1'ortland �cment stut atiain mini- n�u�n eoinpn:ssivc stren�t}3 of 30(i0 psi afler �8 �lays {minimwn cU�n�ressi4�c s€rcn�.ti csf �t3t}() �si aftec 2f3 days for cancrete usc:d in sl�l�s}. f3c�ig;t� ba5cd u�n E3C;[I,[)TNG C"C3I)t: lil;{;jl?lR�:Mtsi'��"I'S t°t>R I2t°.INF'QiZt'F;I� t'£?�C'RF�FI`s (AL'I 31R), 14�39. C�c��xz reee �I�ac�mer�t �a ctzF�i�rctl �sitl�'`C�ansteurtic�n Keq�actemen�" as de�ned in ACI st $, Al( cu�r�:te slabs �n grade must l�c �r�� ided cc�ntml (s�c�red or �ut} in accc�rciariee ti+� ith ��ils €e�ri. Ati ��p��sr;ci �st��s �f c��r�er�T� sha�l have .:' ch�n}fer. Concrete «e+rk shall nof hav� an}° hnrizantal �ald joints unless au- thcjriz�ci b� ih� �nginv.4r. ['ield caoniinale a[I 4•trticat cvld jain�.s ��itly stnictural en�;ineer. usi ct�nYinuc�i�,, vcrticat ��-atrr stn� az at( colci,j�7ints. r�il e�tcri�r faces �f concrele ��alis cx�cr�t.xi ta sails io bi water�T�nfed i�r ex�v:�urc. (Isc l�andin�; agez�t he€�4�en ca�crete �c�cu�s. Reinfo*cin� steet i� AS'f?vi {'rrsade 4Q. All tivetd��ci cvire faF�rie n�ust confcirm ta b�S"I'M A1�5. (teinfarcenic:nt }�lac�n��nt shali cc�nfornt to'��f.1i�1I11i, L)F� STAiv- [}?�Ri} Fitx�C7"ICG, �04i as prepare�i b�• t`ft�i� ALI l�p spli�� �i be minimusn �6 bar di�n�ten. s(1 h�ri7��rta1 reinf4ecea��nt Yo Le contir�uous a�und corner� a��ct a� e+°aIl inrcrsi;ctini��. Minicnun� rc inforce�nent pre�t��cti�n- -conct�te �steur��t <1�;�inst carth i„ -concrcee }�c�ureci ii� #ti�rins 2°> �c�neretti si�b� i�" t1ll lun�tnr sFiall tae 1)c�ug-Fir t�2 S�� or �itcr, all 4kolznactirctl (umbcr shal( E� I{em-F�ir �2 S�kS �r LietYer (atl lun�t>er ��iihi�i 1%" c�f fi�aish gracte ar se� r,ont�ct �4iYh cc>ncrete must he titoln�anired}. Fr��=id� st�fi€i blockin� �t 8'-0" on center in all dia�hra�ms. Att e�>lumns w kac aontiFt��us E�c;aring tc� €�unda€icsn. AlI framing chat i� r�if�d tt�un naai�E�r� eXpo��r� rnust i� teptace�� Siniciurtrl stGel sha11 be r1ST'ti A3fs t�r tx:t#�r txce�t �ide tl�n�es shail bs; ti9�'_ ar bcstter, pipe coli�€Y�ns rs�hieh �a1i c�3��fonn ta r'�S"t"M A��f), C`,r<�ie ti {£y— �? ksi} on c��cter, tu€�e steel cc�lurnc�s �,vhicl� sl3ali t�e t�5{?U Uradc. f� {f�s=�16 ksij nr bc:ttcr, �f' anch�r �cilt� ��d bvlts shatl be r� �Q7 vr l3etter. t'1l( structurz�l sYcct is to be de- iaileci. fabricated, ��i��tcd and erected i�� accc�rdance }i•itl� AISC S't E£.L CQi�i- S"tiZ[i�fi�QA.� �1�:�3C-:1I-,?4�� a�td E`Ui3h C�� �Tr1l�if}r't[2� t'RrtC=`('ICE. Atl r�c #tii�� €n bc �rf�irr�L�i �}_ � ccri�#i�ct �celci�r aaa�f c��Ec�rr7r tc� AISG �cnci Atl'� ST RL:L"T`[IR'�I.� 1�'E [ DI�G CC3I)�:,'£rt�Q. �l3 eiectrticie� ic� Lc; �E -7CiX� .�raut t�s.neaih all b.�aa; plxiea �nd tic1am l�carin�; }3lates shall tx* a�an-shritik egx�xy �t-ith rr�inir�ium 28 day cc�rr��ssis� str�n�th ut SUt7(� psi. 7) VeFSalams (?.OF�,} aee as manvfa��tured br i3C}ISE CelSC'AllE Ct3FtF'�FLA"I`IC)�i; see slac>� c��as��in� and maauf�etur�rs standarc� details. Alt F�e�iEi-��� T�ersalam beams musi [�c �tucd witl� I'L,40� tu�d n�€el�:ri �vith 2 ra�:� of 1{ici sriake� ;zc 9" vc. Versz�lam� d��per 13�ain i i 7t$" nr�usi t� bvltui to�ether �ith 2 m�� of 5£x'" d-i- ametcr lmlts s�aced ;iv �8„ tre sta�gered. Alt altern�tes Ya be re� iewed anci sp_ �raved t�p ihe c:n�ir;cer. 8) Sh�ath #k�rs ���th 31c" T arad G pt} wcicrd with minimum span racing of 4C).-20 ar tsenee and gtue with PL4fl4. ivai( �ly�c�c�fld «•ith l Od �i? G" c�e tU ait joists, lieid cc�c�rdinatc scrcu- �pti<>n, Co4�er dtcks w°ith �xb Rr,^ri��•�d or ap�rvved equaI uith 2 scre���s per E�earing paint. �j Shesth r<�fs �ztl� 51$" �lyt�c�c�d tiF�iYh F��inimzma s,�in ratin� c�f �8t`24 t�r b�eter. Nail p[}�%ood l�ith 1 Qd =_c_'�i_, S" cx. �t pa�xcl etiges z�ne� f" �re at intera�ediat� a�em- �;rs, l�� �heath aII eYferiar titi�alls bvith'I" �t}t�acici �ith �ninimtu� sptzn ratin� t��?�f{l c�r t�etter. Nail u�iti� fid =a_ G" oe tc� a(t s£uds. 1 l) Live lgacls �s�d fc�r d�si�n- -Ra<>f-If)t) psi'snta«. -t�loar-St7 ps� nsic��niial. -L?eck-IQ� psf (reptaced d�ck tcan�in� desi�ne�t far drift surch;�rge}. -t'4ind-90 m�ta (3 �econci �ust'), E�cp�sur� f3. -i;artE�c�uake-'I..U��e C',-IBC. 12} rill constructian musc cc�m�ly iF°ith tl�c 2(1f�9 Intentatit�rta( iiui(dir�s! t.'c�� as adogled �i} t��: "I`arun �f�'ail I3uilciiri� i)epart�n€�ci anc� tiac'`ficn�l C�nciaTic�zs�s ot ihe t;csntraci for Construciion" {�IA I�c}�u����nt ri2f�i;. �[I consiruc��i�n �nust E�e cc�mplet�c� �v�ithi� �he #olerarre�s deserih�ci irz the "I2esider�tial C"on�truekie�n ['�r- fom��nc� f;uid�:lin�s" as pre��red b�° che NA"I'iC3NAI� �SSOCCA`I"tC3N Ui= FIqIvJC LiI:Ii.i)I:KS. t ,1 Ctrristn�ct �ali as f'c�ltc�ws- -�xt�;riur 2x6 ii5 I fi" cx:. -lntcric�r-3:�� !�% t 6" ac, unl�s� nc,iteci �thenv�i�. t�},i11 beam�, jc�ists� aeid cafters ars: tc� bcar ��n iialls c�r be�n�s, ��r bc: }�ung witii �I:�rIPS(?� Strcrn�-i,ie har��ers ur ap�rvv� cyuals. t51 Atl �tru�t�ir�l n3entbers are gho��n in their i�n�l pc�sitio�s proper[�• brac.�d as�d �u�- paned; ciurin� c��sstructioa� it s��ay he nc�.essar�- tc� t� m�raril� sHaee �wwrticzns ot' ihe sirue:tun uhi(L c�tlier �ic�rtiu:rs are beic�g c;<�rssiructeci. C'c�ntact the enginc�r i<�rr ccjnsult�ti�n as r��uired. IGj t�uncral C`c�rtttact«r is r�s�nsible f<ar atl non-s�.nciiied ec3na�c€�ans, ccn�uut en�i- �e�r i�ar ci�tail� �s z�tc�uir�d_ "���e �n��n�,�z r is tc� ap�mti�e aI� sitacturai sub��titu�ions. 17) t:e�:neraI £:v�itr�ctc>r is 2c� roi>rdinate all t�ia�shrc�grn {scnetratic�ns (i.e.. citinrne} ti, p[urn�ing, sc���ers, etc.) thrcjugh t]s�rars. �c°alis, rao�s and f'ou��cilitioa� w�ils with ap- pr<�priaU; sab-e�nt��actc3n. (fenr:rxi Cc�ncrAeu}r is respc�nsible f�r thc �nLirn.�, �neth- octs, technic�uel. seq�ienccs, pracc:dures, ti��arkr��an�tzi�, seasc�nal scl�eciulin� ac�d .ivt}-sit� �afety ssssr�ciutvci KicE� this prvjc�ct. "I�hi; Ciez�er�t C�antn�cec�r is to verity alt c�i�n�nsiz�ns tu�d elevatio�.c x�ith €he �n;hit�ctur�tl dra���iny;s. '�c�tify et��;inetr esi a11 u�n#licYS tuict c�inissinns betwc:�n �tuious elen�en�5 ofti�e worklt�� �irawi���s f�nc3 tl�e ex�sti� c:o�tdiuons pri�r tc� cvr�ienci►i�; c�iih tt�at �ortion �E tt�e �rc�j�c�. C�cr�eral C'c3i�i�icic�r is ic� anspcct rem�aciel gru��:c;ts anci �erifv prior u.ss a��ci pra{uar dis�wsal n1'existir�� n�aierials {i.e., t�shestc>s, etc.) as reyuin;ci b}� ccxis:. Idz ntity af atl existic��; i�idden stcuciur�tl metniiec� (iased u�it ari�in�l ccsnstcuction ducu- �, rn�nts by }iC1��1E, f�i��ti.i.)tNCi 1'i.A'�; S�i2VIC:E: datLr3 6-6-78. 18) Ali nit�tecials c:���k �i tc> zxtc:ri<�r and ar tn<tistur�: rnn�iTiozzs sh�t[ tu tr�zitect fcrr these �;G�aclitinns {i.e.. chemi4til trv�unen�. st�{zni�i�;, tsaic�tin�:, ci<uii� �>rc�fint, rrn>f- in�, cne�nhrarie�, t1a51�in�;. t�ic.} As rcquin:cl by �cscle, �Ii builcling nialcrials are iv Ix: irs:at�c� c�r protc�ctcKi �or �re re�istancca a.s r+sy��ired bY cvde. 19) Special inspc ctiU�3 ta t�c ce>n�pMecc�rf bv huiicli��g afl:iciai �a��rc�r�ed izzspecti<�n agectek� far str�sc[t�rr�I aic.�:l aricf iielical �ie�'�. Z��spection re�c?zts fo bt� �r��ared i�i accc�rcizincc: uith Et3t' C'}�apter 17 on a�prn�ecl fprnis, v4rii'eir��; rc:rn�lianr,� witt� u�nsEructlWn ck�cu�n�ais and �c submftt�d ta tt�e builcti,���; Ufiici.rl foc r��i�;�s an�i a�s�xo�<�l, c����3i�� thc nuner, �erai reEl enntractc�r ac�ci engineer. C'ctr>r�iiaafc ins�:c_ �ic��.s �it�i� �encra� ca�€�ueruF s� that q�x.ci�tl i��spec�irans ca� he peric�d'ac rat#��r th<tn sont'tniiaus. 2{}) x�I.l arohit�cte�r<al �inishes arc tc� macch existi�� tini�h�s. �111 ner�° windc�e+�� te� tu�t � Gnu�imeim l t-C€u�or aE£#.35, n�ac�uCacEurer and �iz� as pres�nCed t�y �ontr�c#vr at�d a��rc�veci ir} c��4�ner. ,11} �{�I<ucxi i:xteric�r w�ills tv ht€�e �nini�n�sn� lZ2l i��.sulr�tie�n. 'Chc re�t�c�,„ci rc�ofi'z� tc� hflt=c a nzi�ximum R 38 is�sc�laciFrn tc� rzkatc h existi��� i�a(�nce c>i rc�of (css ap�scn��eci l�v lx:�ildin� vCficial, sc,�c: I)etaiI I!S�?. Pitl eleetrieai uc�rk tv r�iat<h exi,ti�g cond�tic�n., elcccrician tivill �rocid�: cnlcu{t�ti�ns as n.c�uir4cl b4 t�nilciin� c3ffici�l u�a�2 oc�n3p[etian c�f d<zn«liiz�n. �'aur ts:t�l�n7aan n�rnad+�ts us ca- orc{I�txted Fs� t���cen c�tr�ncr €tnd u>ntract�e. 2-LVL1314x117/8 FLITCH PLATE 1 1/4" PER PLAN w/ 3/4" Dli BOLTS @ 24" o.c. d��1:�1�, �-� �` � 2� < L ��. 9 � /` FLITCH PLATE THICKNESS MAY BE j ''' WHOLE OR BUILT-UP 'r � � � , � � —� ./ � � � 1 ; ; ,\ � � � � (V � .� \-- N _ _�__ �� H DETAILH `-�, S 6 1 1/2" = 1'-0" � ! S6 OF 6 N O N W m W W H � W � � � w � N O N } J � � � � � � � � � a> � � .� �. Q a W � Z � � � J � Z � W Q 3 �m N � N m a � o �� N O 0 0 � U o� a 4.� �. h ° e " . . �,<:� lf� Z � F— � � Q Z � � W � � � � O m p p � � � � � 0 =WU m Q � � Q �ri c� � Y � U� 0 J m N T H 0 ��� ���� ���I (�I IIIIIIIII� ' ' � IIII IIII����� � • � / / / / / NOTE: � SEE ELECTRICAL LOAD 1 CALCULATION WORK SHEETS AS PREPARED BY NELSON ELECTRIC INC DATED 7-23-12. LEGEND � SWITCH � GROUND FAULT DUPLEX OUTLET ' HIGH EFFICACY -� LIGHT FIXTURE .� VENT FAN � : ��•• II M II � � C .,� . .. r J L— — .. .—. — . .._. � _ i.._ -"_ _...._ _. _. .. . " - --� —_ NOTE: 50°/a OF NEW LIGHTING TO COMPLY WITH THE INTERNATIONAL ENERGY CODE (HIGH EFFICACY) NOTE: REPLACE EXISTING ELECTRIC RECEPTACLE LOCATIONS IN REBUILT WALLS TYPICAL PER CODE. EXISTING ELECTRIC PANEL LOCATION. RELOCATE SERVICE REC ROOM AS REQUIRED. � NOTE: �_-- --- FIELD VERIFY CARBON MONOXIDE AND SMOKE ALARMS � INSTALLATION AND COMPLIANCE \ WITH SECTIONS R314 AND R315 OF THE IRC. "D" BATH TO REMAIN CLOSET LOWER LEVEL MEF�PLAN 1/4" = 1'-0" O INSTALL ELECTRIC RADIANT FLOOR _ HEAT BENEATH TILE FLOORING. ', � I WATER i°'� SHUTC ��' � BENEA AND �TED "C" BATH � / ' v \ � / \ � EXISTING EXTERIOR � LIGHT FIXTURE TYPICAL. ^ / PROVIDE "DARK SKY" �;� COMPLIANT FIXTURES FOR NEW OR RELOCATED � LIGHTS. � �� � � �- {i} — - � _ � LAUNDRY ��� CLOSET j � /__ _ � (� / \ Tf M�ECH. ���, � � � ,_�_ ADDRESS VENTILATION, DRYER DUCTING, GAS PIPING, PLUMBING AND MECHANICAL EQUIPMENT CONNECTIONS PER CURRENT CODE REQUIREMENTS. MOVE MECHANICAL ITEMS AS REQ'D TO PLACE WALL PER PLAN. BEDROOM CLOSET N GAS SERVICE � ENTERS THE � N BUILDING HERE. � w m w w � a �i � �.,� � s� 4° _.•-y y.� . V./ A �' W � / � � / � � � C N 0 N J � � ti N U � � � � a> � � .� � y+ N � N � V a ° �� N � 0 � U �� Q> � �A Z � F-- �. Q aa � WZ O � � W � ] Z ❑oC0 � moo F-zoo'' �o�Q� J��U Z m a� Q , � � M � � Y � U � � � Q m 3N � � O J � ✓ `_ �— / � v ��_ � �-�� � MEP 1'OF 4 � � ♦ � EXISTING EXTERIOR LIGHT TO REMAIN � I� II � � _ ._ r�- �--- II I� I � �. +__ . . ..—_..__. i I �,� / / i � i EXISTING EXTERIOR �ii LIGHT LOCATION TO � L-------' REMAIN L------� i PROVIDE 3/4" BLACK i � PIPE STUB OUT FOR _.._�_+_ RELOCATE 3/4" BLACK GAS FIREPLACE AND i� PIPE STUB OUT FOR SHUT-OFF VALVE ������i i GAS BBQ AND ' ��--L� - SHUT-OFF VALVE i1 36" WIDE 50,000 BTU � � MAX. GAS FIREPLACE � GAS FRPLC'�i APPLIANCE WITH TILE I i� � SURROUND AND , � �i" I 1 DIRECT REAR VENT. w' � � INSTALL PER a � � LIVING � ' � MANUFACTURER'S a I -- '- � --- -_ . - . DETAILS AND �' I SPECIFICATIONS. o' � �� � Y ' BEDROOM NOTE: Q � DINING REPLACE EXISTING m � I ELECTRIC RECEPTACLE �' � LOCATIONS IN REBUILT r> ' WALLS TYPICAL PER CODE. X I REPAIR AND REPLACE w � I INADEQUATE ELECTRICAL ' � JUNCTIONS AND ' CONNECTIONS AS � ENCOUNTERED. I EX. 3/4" BLACK IRON GAS PIPE � �-------------�—��.. � MAIN LEVEL MEP P � 1/4" = 1' SECOND ELECTRIC PANEL LOCATION, FIELD VERIFY ALTERNATE L�CATION. ,y��.v�i�. .����I�: , ��: _�,� .�� U Nm � N � � � n O a � X � a> � go �� •� N p O O � � U � °� � a> I _. -�r-2`�-�z � � � 'L � `� N O N W m W W H � W � cfl W � � N O N } J � � ti N � Z O H � Q a¢ Wz � � � W > > Z o�0 � 00 p p �� Z�O °CQO j�2�U Z m o� Q � ��� � Y � U� H OO Q m 3N � � � --- ----- _ � - �-- _ - � --� � PROVIDE ROOF GUTTERS ALONG ENTIRE �� � �-�( � �� NORTH FACING ROOF CHANNELED INTO `� �� M��,� UNDERGROUND PIPING TO DAYLIGHT �� � _ ��,' WITH HEAT TAPE IN PROPOSED GUTTERS � - - _ AS REQUIRED. � I � � i i i j i �i ADD DOWN LIGHT �i i CANS (3) IN THE i EXISTING � SOFFIT ABOVE / � � � i EXTERIOR LIGHT i \ / i TO REMAW � �, � , � �, UPPER LEVEL MEP PLAN 1 /4" = 1'-0" EXISTING EXTERIOR LIGHT TO REMAIN _- _ _- - , � r _ _ _- � _--- � �- � U � 0 v � � � � .� � t � �m N � �m � a ° � � N p sO °> a N O N W m w W � a w � � W � a N � O N � J � � � N � Z O � � Q aa Wz O ��w 7 � � 0 � � � � m p p �H zOO �QO J��U ZC°�Q �c�� � Y � U� H OO a m 3N � � � J 4 I�, EXISTING UNIT A WATER METER AND SHUT-OFF u EXISTING EXTERIOR LIGHT EXISTING BUILDING OUTLINE EXISTING UNIT A GAS SERVICE ENTRY EXISTING UNIT A AND UNIT B ELECTRIC METERS I� UTILITY SERVICE SITE PLAN O EXISTING PARCEL A AND B �/�6" _ �'-O�� NORTH � � � � � ��'� �- r,sa����. �ate:.�. 7� - Z� -t� ��� `_ _� � � EXISTING UNIT A AND UNIT B GAS METERS EXISTING EDGE OF DEC� -, � � � I � � � i � � �-�� i i I -J _� �_ ; ��� N O N � w m W w �-- � w � � � W � � r � N � � m r ,�` � v � � � � � o r � N O � O O � � � U L ° "m � a > � Ln z � 1�1� ~ � � Q � az �o � w � � z ooCO �moo F zoo � °C Q O j��U Zm�Q � � M � � Y � U� H OO am 3N � � 0 J MEP 4 OF 4