1222 RUCKER AVE 2018 Plans 2022-10-28

F U DOOR SCHEDULE Z N � SYM. N0. WIDTH HEIGHT DOOR TYPE COMMENTS N TE! A B E F Z Q � Q � � w�N BASEMENT FLOOR CONTRACTOR TO VERIFY ALL DIMENSIONS AND W,� � oi� 2�-�o° s�-s° SINGLE PANEL FRAMING CONDITIONS DURING DEMOLITION AND �� MAIN FLOOR NOTIFY DESIGNER AND/OR STRUCTURAL ENGINEER OF I O J V� V �� o� s�-s�� -o�� SINGLE STORE DOOR(TEMP.) CONDITIONS THAT DIFFER FROM FRAMING PLANS. � Z �p= � D 3 2'-8" 6'-8" SINGLE�PA ELEL CLOSET DOOR , LE G E N D � o � OD N — W m 2ND FLOOR EXISTING WALLS TO REMAIN � J a D4 2'-8" 6'-8" SINGLE PANEL � W -- — — - — _ D5 2'-6" 6'-8" SINGLE PANEL I - - - - — - EXISTING WALLS REMOVED � D6 2'-6" 6'-8" SINGLE PANEL I NEW WALLS _•� D7 2'-8" 6'-8" BI-FOLD 2 PANEL CLOSET DOOR I '- Y, � D8 6'-0" 6'-10" SLIDING GLASS PATfO(TEMP.) I , � _ ,_ F t O D9 2'-6" 6'-8° SINGLE POCKET I .4 ; _. `: � D10 5'-0" 6'-8" BI-PASS CLOSET DOOR G' D , ' � � I �qf,. F+�.�r.�tiw.e..-.�.� -- y� ; � 1� ;� r.'�'#�... �� I . ._ _ � 13'-0" 6�_�� . .; �. � W I N D O W S C H E D U L E � (FIELD VERIFY ALL DIMS) � � �� '� � � EXISTING BASEMENT �r� i�'�""�`� ` SYM. N0. WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS NEW 8°FOUNDATION WALL EXIT 02 � NEW 8°FOUNDATION WALL , ."�` ; AND 16"x8"FOOTING UNDER AND 16"x8"FOOTING UNDER " `'' �'' NEW FLOOR ABOVE. NEW FLOOR ABOVE. � N��ys. N Vi o I ? L��y C d y L�lU Q N O O� BASEMENT FLOOR I I _ 29 4'-0" 3'-6" 14SF SWGLEHUNG 0.30 TEMP. GASS � T , " � . , ; � ' d _ _ _ a � _ oa�o�Qa��:o��mo aa . 30 4'-0" 3'-6" 14 SF SINGLE HUNG 0.30 TEMP.GLASS � — - � ` ` - ' . . " - � d cv a c � U� a c . . . . ' -d' =gs�a`�i�go `o��c�•-°vm�� - . '. - - ; - . . . . . . . _ . � - _ ��J p N� O �t6 O� L Vi MAINFLOOR _ - _ a��w� '��o� �a ��'�, o� U�yQ�N U�V C�`p N�C�C� . � n >W� °1y�;g�a �'��oo 1 8"-0" 5 -0 40 SF DOUBLE SLIDER 0.30 TEMP.GLASS � C R A W L S P A C E A R E A - ��- ��..�- �'=o a � I , 6 MIL BLACK V.B. I CRAWLSPACE AREA o �W�o�� °E�-�m�''�� � ) I (6 MIL BLACK V.B.) � � z a_ N` � � m o E 2 2 -0 3 -0 6 SF PICTURE(FIXED) 0.30 _ 3 7'-0" 5'-0" 35 SF DOUBLE SLIDER 0.30 _a, , 4 2'-0" 3'-0" 6 SF PICTURE(FIXED) 0.30 2 � -� _ _ _ _ _ — — 2ND FLOOR �_ .� �_ �, I I i I 5 2 0 5 0 10 SF SINGLE HUNG 0.30 TEMP.GLASS � NEW BEAM I � UNDER EXISTING 6 3'-0" 5'-0" 15 SF SINGLE HUNG 0.30 POINT LOAD PER ( J 2'-0" 3'-0" 6 SF SWGLE HUNG 0.30 TEMP.GLASS � ENGINEER. � 8 3'-0" 5'-0" 15 SF SINGLE HUNG 0.30 � � I W 9 2'-0" 5'-0" 10 SF SINGLE HUNG 0.30 TEMP.GLASS I � I Grand total 171 SF � 1 WASHER � � EXISTING FURNACE � 0 CFM � REPLACE EXISTING K E Y N O T E S C H E L D U L E ' � � NEW POST AND 4x4 POST WITH NEW �T° (V.T.O.) � � � EXISTING POST FOOTING PER STRUCT. I I 4x4 POST. PLANS � KEY VALUE TEXT I i � � - �'' 10 � 02 LANDINGS:THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5°LOWER THAN � I ---� I D11 � � THE TOP OF THE THRESHOLD;7 3/4"IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12. � _ W (R311.3.1 &311.3.2) '� — — — —� — — — — — — — � � 04 COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF. SPECS. � � � RANGE HOOD SHALL HAVE LIGHT& 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN EXCESS OF 400 CFM 20 � I � SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV.TO THE EXHAUST RATE. (M1503) 2g i � s.o. u�—� W � 06 GUARDS SHALL BE REQUIRED AT OPEN SIDED WALKING SURFACES, PORCHES, STAIRS,RAMPS, BALCONIES AND LANDINGS LOCATED MORE THAN 30" I I 11'-7 1/2" � � ABOVE THE FLOOR OR GRADE BELOW. GUARD SHALL NOT BE LESS THAN 36"tN HEIGHT. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS SPACED SO NEW HEADER I � r , W VERIFY EXISTING HANDRAIL > THAT A 4"SPHERE CANNOT PASS THROUGH. (R312) AND WINDOW — � "9�� EXISTING POST 1/2°GWB UNDER v 08 EGRESS WINDOWS: OPENINGS ARE REQUIRED FOR ALL SLEEPING ROOMS AND BASEMENTS. BOTTOM OF CLEAR OPENING IS NOT TO EXCEED 44" TO BE CUT EXISTING BEAM STAIRS f � w ABOVE FLOOR. OPENABLE AREA IS 5.7 SQ. FT. NET CLEAR MIN. EXCEPT 5A SQ. FT. IS ALLOWED FOR AN OPENING WITHIN 44"OF FINISHED GRADE. REINFORCED AND HANGER JOISTS TO � Z W w (R310.1) I w/NEW FTG. PE�WNSM. PER STRUCT. I 27 Q � 10 DRYER:VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF METAL. I ' — MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502) y w 11 TYPICAL EXTERIOR WALL: SIDING o/INFILTRATION BARRIER o/EXTERIOR SHEATHING PER STRUCTURAL PLANS o/2X6 STUDS @ 16"O.C.w/R-21 BATT f W > INSULATION AND 1/2"MIN. GWB AT INSIDE FACE w/P.V.A. PRIMER. NEW STEEL BEAM REMOVE I � � Q 14 ATTIC ACCESS: MIN.22"X30"AND REQUIRED AT AREAS GREATER THAN 30 SQ. FT.AND VERTICAL HEIGHT OF 30"OR GREATER. (R807.1) SEE M1305.1.3 � � PER STRUCTRUAL EXISTING POST FOR ADDITIONAL REQUIREMENTS WHERE MECHANIGAL EQUIPMENT IS LOCATED IN ATTIC. pLANS � I � � 19 TEMP.GLASS DOOR I w 20 TEMP.GLASS WINDOW } � o � a/ Y 26 MUD SET SHOWER w/TEMP.GLASS SHOWER DOOR AND ENCLOSURE 20 � REMOVE _ � ,� � � ~ U 27 1/2"GWB UNDER STAIRWAY IN ENCLOSED SPACES. 30 I y � I j EXISTING POST N Z REMOVE z 2X6 RADIUS CAP NEW HEADER � � Q � ti � EXISTING POST � � z N O R E Q U I V. AND WINDOW —�- °O � � � � f W N ` —�-�: �.�;w`� �:'�:.ii-- f'�'-;� r �=' : � . -.Y � � Z — � - - - - - - - -z� � > � 1x4 TRIM � � � ENTRY WALL(ABOVE) X � � � Z w �, 4x4 POST @ 4'O.C. PICKET DETAILS PER ATTACHED TO RIM AND EXISTING RAIUNGS. — v ' SEALED PORCH I I p BUILDER TO MATCH HANDRAIL, GUARD AND BLOCKING SO EXISTING AS BEST BALUSTERS TO CONFORM TO RESIDENTIAL STAIRS TO BE i � ABOVE C I AS TO COUNTER A o pOSSIBLE. I.R.C. OPENINGS SPACED MIN. 36°(CLR)WIDE. I ` I 200#FORCE �;, SUCH THAT A 4"SPHERE 1x4 TRIM CANNOT PASS THROUGH. � I I ' SPACED DECKING *- - � � PER PLAN - � ; 1 1/4"DIA. MIN; 2"DIA. MAX. _ ( � (2)3/8"DIA. ',. I f � �;� i, .' .� � I., ��, .- HANDRAIL w/RETURNS TO �'- . -- � _�� _�_— �--- � ��--��._::, �- :� �,_ ��_ � - -- P.T. BLOCK THRU BOLT INTO - � WALL. . �, , . � _ j RIM AND BLOCK. DBL.JOIST � o INSTALL A35Z (U.N.O. IN PLAN) I > CLIP AT EACH � BLOCK TO JOIST. __ _ P.T. RiM I I I I P.T. JOISTS P.T. BLOCK AT � PER PLAN EACH RAIL POST .`: - ,;_ I � ( P.T. BEAM PER PLAN MIN. 10" ° z SIMPSON PC44Z(4x4) -�:-:. �, . ._� OR PC66Z(6x6)POST CAP v SIMPSON PROJECT N0. 170811 FINISHED GRADE � � LUS210z JOIST B A S E M E N T F L O O R o µ � HANGER � DESIGNED BY TL 1/4" _ 'I'-O" DRAWN BY TL& RM � :�-: .. TA10z EACH SIDE SIMPSON A35z CHECKED BY TL � z � °` P.T. POST PER OF TREADS TO OUTSIDE EACH SIDE OF _� � PLAN STRINGERS STRINGERS 4' � . -, � � ��' �. SIMPSON P644Z(4x4) SHEET NO. °� -� �9=q; ,`� OR PB66Z(6x6) 4x12 P.T. STAIR DEPENDING ON POST TREADS OR EQUIV. PER SIZE. OWNER SPECIFICATIONS. PER PLAN EXIST�NG FOOTINGS 4x12 STRINGERS OR PER STRUCTURAL PER PLAN ENGINEER. 2 T H R U - D E C K P O ST D E TA I L STA I R D E TA I L - E XT E R I O R S ECIFtCATIONS UILDER OR OWNER �,�� RE�� 3/4" = 1'-0" � �� _ �_ �� ,�E�JI�1lllF�? �� PIF�N�I� 3/4 1 0 PRINT DATE 3/12/2018 8:41:09 PM