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1425 RUCKER AVE 2017 Plans 2022-10-28
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1425 RUCKER AVE 2017 Plans 2022-10-28
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Last modified
10/28/2022 11:16:47 AM
Creation date
11/6/2019 3:54:49 PM
Metadata
Fields
Template:
Address Document
Street Name
RUCKER AVE
Street Number
1425
Permit
C1707-038
Year
2017
Notes
NEW SFR IN FRONT OF FUTURE DADU
Address Document Type
Plans
Imported From Microfiche
No
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k, !I�h. ' <br /> . � <br /> � <br /> � ; <br /> � <br /> GENERAL NOTES W o � <br /> FOR WINDOWS WITH OPERABLE OPEt�NGS MORE THAN 72" (�n {— � <br /> ABOVE 1HE FlNISHm qtADE �t SURFACE BELOW� THE U� Z r� <br /> LOWEST PART OF 1HE CLEAR OPfNING SFIAII BE 24' n� W ,-. � <br /> MINI�IUM ABOVE THE fLO�. EX�PTIONS: FULLY OPEN U V `� . <br /> WINDOWS WHERE A 4' SPHERE t�AY NOT PASS THROUGH � Z � <br /> � WHERE FALL PREVEN110N OEIM10ES ARE PROVIDED PER Q <br /> ASTM f 2090 OR R31222 �� J <br /> PROVIDE SAfETY GLASS PER IRC R308. � "' <br /> � M <br /> SK`NGHTS TO BE �UBLE PANEI., SHATiER RESISTANT � Z � , <br /> APPROVED RIqD PLASTIC, LAMINATED SAfETY GLASS, <br /> FULLY TEMPERED GLASS, HEAT-STRENGZFIENED GLASS, � � Q <br /> 6' THICKENED mGE. OR WIRED GLASS. PROVIDE 4' MININU�I WRB (OR SELF , <br /> �� 6'-� �W FLASHING ASSE�18LY WITH 3:12 �IINIMUF� PITCH OR PER �� _ � <br /> FlN. GRADE 36'-0' MANUFACTURER INSTRUCTIONS). � m � <br /> HOSE BIBBS TO BE BAq(FLOW PREVENTION AND FREEZE <br /> �::J � � <br /> 10'-fi�' 4'-11" 5�-t' 15'-�" RESISTANT TYPE. Q � w <br /> A�� HOLDOWNS. FRAk11N 6 AN C H O R S 8 c S H E A R W A I.L � O <br /> 4x4 P.T. STUB OUT 24' L �4 NAILING NUST BE INSPECIID BEFORE COVERING. _ � <br /> COLUMN A8U44 BARS �18'o.c. � � o <br /> oR EQ. TO FTG C R A W L S P A C E V E N T I L A T I O N / R 4 0 8 � W cn �:; <br /> 5— — <br /> 4' COMC. SIAB � PROVIDE 689 SQ. IN. MINIMUM NET (1/300) ` a o <br /> FlLL.dc TAMP. J ( _ o INSTALL 10 8'xl6" SCREENED VENTS X rn Q , <br /> C , � — — �, — — ` — ^ — � — 75.4 SQ. IN. NET FREE = 754 SQ. IN. � � � <br /> — — — — — — — <br /> — — — AT LEAST ONE VENT TO BE PIACED WITHIN � <br /> - - - - - - - - - - - - - - - - - - - - - - - — I 3' OFEACHCORNER � THEBUILDING. ONE . <br /> �210A � SIDE OF 1HE BUILDING MAY HAVE NO VENTS. 3 U °' <br /> I � HNGRS � � <br /> I I I O CppS15 TOSBEA4x4 (4x6 NIMU�I�A B�AWI SPLK:ES) <br /> I � � <br /> ( I UNLESS NOTED O1HERWISE POST BASES UP 8' MINII�UM <br /> ABOVE CRAVYL GRADE OR USE Pf�SSURE 11�ATED. <br /> c � � I `c SEq1RE B WITH S1RAP OR ENqNEERED COI�INECTORNG. o 0 <br /> -�' ` Q E1�8EDDED IN FOOTIN6 PER INiEf�1EDIATE BEAPoNG �`' `V <br /> I 16� �_ ■ _ 1� _ - 5'-5� 16� I � BE�O JOISTS OON E�OMS T RESIST UPIJ�D D ` U \ ��-�, . <br /> � /� s ,� r o� r o� r o� � , <br /> I LATERAL DISPLA(;EMIENT. LAP JOIST SPLICES 3 i�MINUM o -� o <br /> I AND FACE NAIL YVIiH 3-10d �NNINU�i. INSTAtl SOLID <br /> I I �Oq(NG B E T M E F N J O I S T S O V E R E A C H q J T E R I�I E D I A i E z i= a , <br /> ( SUPPORT.1¢' YIN�IUi! CLEARANCE REWIiiED AT TOPS, a °� uWi <br /> ( (- �15 (� � 4x8 DF,�2 F-1 � � � � � � T 9DES AND ENDS OF UNIREATED WOOD qRDERS Q�IlERING o W <br /> �— - - --�-- - - - 15�- EXTERIOR FWNDA110�1 WAl1S. LAMINAlE YULiIPLE JOISTS � <br /> L J L � � � �� - -�J I� WI1H 2 ROWS 16d 816' O.C. STA�. <br /> I O � � CRAWL ACCESS � <br /> I O 18'x24" MINI�iUM THRU FLOOR ACCESS W/ T1GHT FlT <br /> I I �g' 16' I I � MwIN U�THR�U-�WALI.N CRAWL ACCESSW/ DOOR.�IFTANY4� <br /> � 4�_r 4'_y 4'-tQk�' 4'-10}�' 3'-7' 3'-7" 7'-3" I � PART IS BELOW GRADE, PROVIDE A 16 x24' MINIMUM <br /> ;,,, AREAWAY TO EXTEND BQOW THE OPQ�NG THRESHOLD. <br /> m I I �, <br /> I I ti . <br /> 24 —1_ �x — — � —L- — 1� _� 24L- —1� — — I � < <br /> I I � _ _ _ 4x8 DF#2 F-4 4x8 DF#2 F-5 • <br /> — _. — �! -�'— - —�-- - - —� <br /> 15C — - - - - - - - - - � J � . <br /> � <br /> � — --�-- — —� � � '; � � � FOOTING SCHEDULE "J <br /> 4x _F-3 _ T ^ — �O t'-� � 17-0' I REINF. BAR W �n <br /> I � I MAftK HxWxD � � <br /> � 15 7x15x15 � <br /> � ' 0 18 8x18x18 J <br /> o � I � r--� . I `� � ~ <br /> � ( Zo sXzoXzo <C <br /> `� � � � � <br /> �" I �O� N _ I 24 10x24x24 3 4 EA. WY. z <br /> ( � — _ � 3p _ _ 30 10x30x30 3 4 EA. WY. �— � <br /> 15C_ � �— 24L_ J— 24�— —� � �_ _ 15C _ � N <br /> 0 4x8 DF�2 F-3 4xe DF�2 F-5 4x8 DF#2 F-3 _ _�,_ _ ,� _ _„� o ALL EXTERIOR FOOTINGS TO EXTEND Q � <br /> i �-- — --�— — �--- — -� <br /> � — — — — — �— �_ — �_ �_ — — — � �_ — — — — � 18" BLW FlN. GRADE MIN. UNLESS Q � <br /> I NOTED OTHERWISE. STRIP ALL WOOD '� <br /> I � �: <br /> 2 �s. ( I FORMS PRIOR TO BACKFILUNG. � <br /> I I 16' o� , <br /> 4'-7" 4'-7' 6'-0" 4'-6' 4'-2'� 4'-9' 4'-9" � <br /> ( I a <br /> M � <br /> I' �s� �sr I OD . <br /> � I 6'-1�� 7-0" 7-0' 7'-0` 5-5� z " <br /> I I — — w <br /> � 2 � ( � m <br /> � -j15 � � (- � 4x8 DF�'2 F-2 � � O _ � � _ 15 r � I <br /> �� �J �J <br /> o L�-�— — — —�-�� — — � � � � � � <br /> � I Q�W I I . ... <br /> ��� I � <br /> I �� I . I � ��. <br /> � � CRAWL SPACE � � <br /> I o . , <br /> • 6� 18' kliN�tUY CRAWL SPACE. I � N <br /> . 16'I o�a t Y NINIIIUU UNDER �AS. o I <br /> b � � �� �oi�o�c.ro�wiai�,ta�� �r. � b I : <br /> :r, ( =�v� . <br /> I o��..� R-30 INSUU110N B1MM. JOISTS. I <br /> X o I � O � <br /> � N�Z <br /> I I I � I . <br /> � HN26ROS � I <br /> � — — — — — — — — — — — — — — — — — — — — — — — — <br /> — — — — — — — — — — — — — — — — — — — — — — I <br /> STUB W T 24" L �4 , �'' <br /> ( BARS �18'o.c. I <br /> . , <br /> � � I 4' CONC. SLAB I � <br /> �o a� FlLL dc T�IP. w <br /> io <br /> I 24 24 � 24 � 24 I v J � • . <br /> � � � z <br /> � — — — — — — — — — — — — — — — — — — — — — — — — — O N� <br /> �Z <br /> s� TH�qCENm �E. , <br /> � W NN <br /> D(iEND 6'-8' BLW 6x6 P.T. COLUMN. ABU6 �z =3 <br /> FlN. (#tADE OR EQ. TQ fTG TYPIG �� <br /> 4 LOCATI�lS �/ W �w <br /> 13'-0' 10'-0' 13�-0' W � a� -. <br /> � W �; <br /> ��_p• 6'-0' � � � . <br /> U `� `�" , <br /> U NZ <br /> � � ow <br /> � z . <br /> H J <br /> C.9 Z <br /> FOUNDATION PLAN ��: r = ��-o• �W � <br /> w o0 <br /> _ <br /> �--- . <br /> � <br /> .r� <br /> ��T� �� ������� 2 . <br /> _ o� <br /> �����c������ ��� ������ 7 <br /> � <br />
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