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2016-01015 - new structure
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1122 Loma Linda Avenue - 08-117-23-23-0026
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2016-01015 - new structure
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Last modified
8/22/2023 3:17:10 PM
Creation date
5/4/2017 11:37:11 AM
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Address
1122 Loma Linda Ave
Document Type
Permits/Inspections
PIN
0811723230026
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U o <br /> Z � � <br /> � � N <br /> FRAMING �—=RAMING F� � f� <br /> GLUE TOP OF BEAM CLUE TOP OF aEAM V Z � <br /> FACE SIDE EARTH SIDE -o sueF�ooR , ro sueF�aoR � � N <br /> _ , <br /> ; I; � 2 NCV <br /> � ' - �" t� o'� <br /> PROvIDE VERT. WALL CONTROL JOINTS �' �I ' ` ' Q � � <br /> AT MAX. 20 FT. O.C. W/ DOW'ELS � � � Z � � <br /> SPACED TO MATCH HORIZ. REBAR. fLUSH LVL -!ANCERS fULL HT AND N1DTH� HANGERS <br /> � <br /> BEAM BLOCKS 50LTED TO FLUSH STEEL � � � <br /> GREASE O�IE END OF DOWEL AT CONTINUE ALL REINFORCING ABOVE wEs w/3/a'o rHRu BEFM � � N <br /> CONTROL JOINTS. (CENTER IN WALL) GRADE FOR FULL HEIGHT OF WALL eo�rs c 3z'oc J � � <br /> (WHERr WALL EXTFNDS ABOVE o0 <br /> FRAMI��C, LAP OR FRAMING, LAP OR � � N <br /> WHERE 2 FACES ARE REiNFORCED, GRADE) �aurT,cwE/Nai� eurr, c�uE;�Nn,�_ � <br /> S T A G G E R P L A C E M t N T O F Q as REo'� = N � <br /> HORIZONTAL �ARS , �� � ' � '_ � � W � � <br /> APPROXIMATE FLAT GRADE �� � N ►— <br /> � � — ' <br /> �; <br /> - � � r�� III�I �'�,I� ��$,.x2" SCREWS� - . <br /> 0 <br /> DESIGN ASS�MES WELL — DCSIG� ASSUMES ORGANIC I �� TOE-NAIL BEAM AND GLUE �EA DROPPEC S�=E'� <br /> � Q COMPACTED SOIL ON '` �OP SOIL CVER GRANULAR, To�oisrs �oisr BEAM <br /> `� � �� ts� WELL DRAINING FILL. �ROPPEo aEaM <br /> o w � FACE SIDE � � <br /> ~ � o <br /> o � _ • S'EEL BEA�n,— J <br /> � o � 1 1�2 �.���: 1 1�2 CLR W� #5 S i SEE PLAN o Q M <br /> U � � � <br /> �, o w CLR. 2„ CLR W� #6'S j�+e. �� v��-a <br /> w Q � �4 OOWELS TO MATCH TYP. � s1iFFEN�Rs c �p .� Z <br /> � � �, SPACWG OF VERT. :a � � � <br /> BARS ON �ACE SIDE TOE (FT -iE�L (FT) i�ro��a_'�nr„ � p � o <br /> 2V o � <br /> 0 <br /> � 1 1/2" x 3 1/2" KEYWAY oRiENrnrioN U' N O <br /> : DRAIN TILE ASEE P�nri °� � <br /> 0 <br /> 1"� PLASTIC WEFPHOLES � t9 � <br /> -� W/ SOCKS � 4'-0° O.C. � `_- .. ' <br /> � <br /> OR F:�UIVAI ENT ' '� � <br /> � �. � <br /> • Y 2 <br /> .:� ^ � U ,m.�oa,n.av.�.�<.,��.,r <br /> Li = <br /> •�.•��' ~ PROJECT PHASE: <br /> TRANSVERSE BARS, SEE VERTICAL Permk <br /> 2" R��GID IN�ULA I ON � se` <br /> (AS REQUIRED) � "EARTH SIDE" BA��S. 2" CI FAR OF PRo�ecr�u�024R: <br /> TOP OF FOOTING, TYf'ICI�� <br /> 3 � 8" RETAINING WALL SCH��ULE issueonTe: <br /> BEND VERTICAL REINF. ON �, August22 2016 <br /> ��NTINU�US #`J SPACtC C� 1L" �.�. ceAOE wA��oiMEN4wrs �encA�e�Nraac�MEHr HCRitcNra��EiN�cRcc�E�r �Er <br /> EARTH SIDE INTO BOTTOM o�FFERE�r�A� roE �EE� Fr� srE� a�q�s�s, zo,s <br /> OF TOE. USE CONTINUOUS (AT BOT. IN TOE, AT TCP IN HEEL) '"�E�°° E"Rr"�'°F `A`�''°` t"""'�'°` <br /> (Fr) '�,' '�„' '�,' 'i September 6,2016 <br /> BARS AND LAP 40 BAR � r-o•m z•-o• i'-o• r-r �z• e- — �s a��oc — gs�sa'oc — September 16,20�6 <br /> �—�� N�RI Z. 2'-I'ta 3'-0' I'-}" I'-� 12 8' — MS @ 36"O.C. -- Y��2f 0-G — <br /> DIAMETERS W� UP��ER :'-r�o a'-o' i'-s' r-a' iz' e' -- Rs�a za`oc. — y5�z�'o.c -- <br /> VERT. �ARS IN �NALL 4'-I'l0 5'-0' p'-0" 1'-10" 12" 8" — i5 915'O.0 -- r5 @ 2a�O.C. -- <br /> . :'-I�ta fi-0 Y-6� 2-4� 12' B -- YS�9�OC. -- YS @ 21'G L. -- <br /> KEY—SEE SCHELiULE. #5 x 4�-0�� <br /> COWELS AT TRANSVERSE BAR <br /> SPACING. LOCATE 3" FROM �ESIGN USES 2000 ?S� 8" RETni��iiNG wa�� SCHECu�E <br /> FRONT OF KEY AS SHOWN. ALLOWABLE SOIL BEAR��NG � <br /> �� G4ADE N'ALL DIMENSIONS VFRiICAL REWFORCE1AENi HORIZONiA�REINFORCEIAEN� ,�_Y <br /> PRESSURF �VERIFY� oiFFERE"na� roe �Ee� rre sreu�s�u: <br /> 'ACE SI�E EARiH 9�� FACE SiDE �AR'H 90E <br /> :;Fi) 'L�� �L.� �t�� �tsi� '�a� <br /> ''-0'to}'-�' i'-5' �'-4' 17 a" 3 �- �5�30"O.C. — Y5 @ 24"O.C. -- DRAWN BY: <br /> a_o':o 6'-0' z'-e' i-a' ii a" 5 -- Ys�9'o�_ -- ys�za'o c. -- EB,L� <br /> STRUCTURAL DESIGN BY- b-o'`°9-r -- -- - -- <br /> RETAINING WALL DETAILS ,,,,,+„ a+4: <br /> ERIC M.BUNKERS,P.E. 1 ����6� � <br /> 113'•'I'-0"on 24a78 7/4'=7'-0"on 71X77 'SPaCINC CAN BE ACHIEYfD BY E%iENCING i0E REINF/DOIYIS IO IAID-POINi � L.. <br /> BUNKERS 8 ASSOCIATES,LLC oF eElawEe HeicNr. a�reaNanv��v,aooiNe v�anen�s rHnr�na rHe oov��s <br /> STRUCTURAL ENGINEERS BY AO BAR DIAAIE�ERS AFD EziENO�0 iaLF-4E��iNED HEiGni 5 A�=EP-rBL <br /> (651)-366-2853 <br /> ALL REBAR:GRADE 60(ASiM A615) C�('� �I C'1 �O�It � O � <br /> AL�COM1CREiE'.�OMP�E59�E STRENCTH OF 4,000 f4 t N � V V <br /> J <br /> VI I � Or ��O�y� STRUCTURAL <br /> DETAILS <br />
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