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33 Oceanside Ct 2015 Revisions 8'x18'POURED IN PLACE CONCRETE BEAM WITH(2)#6 BARS TOP AND BOTTOM-BEAMS BEARS ON ONE C- --------------- ------------ ------------ 12 (2)2X82:, z #5 BAR.2"COVER.EXTEND EACH END TO ADJACENT REINFORCEMENT. 71 I (2)2XS 2:1 FILL CELL ADJACENT TO OPENINGS -L, WITH 3000 PSI CONCRETE AND(1)#4 BAR.BEND INTO TOP COURSE BOND 4 BEAM 12'. > cn ARCHED SECTION of @3 314-l'-G* 0 (2)Z A 2--1 I I I V Lu Z III W 0 Fn L) Lu 8'XIO'POURED IN PLACE-T- Tr��i � --"- I ""," (9 w R ill CONCRETE BEAM WITH(2)#5 BARS EXISTING TOP PLATE AND WALL z TOP AND BOTTOM.BEAMS BEARS FRAMING. 77777�, 1 ON TWO CELLS. 5 N(272:1 EXISTING HEADER — Im FILL OPENINGS WITH 2X4 NO.2 r: SPF STUDS AT lir D.C.FASTEN 0 Z Q TO HEADER]FRAMING ABOVE AND BOTTOM PLATE BELOW WITH(4)10d TOE-MLS. 0 (2)2XS 2:1 WHERE DOORSJWINDOWS EXIST, ca USE 2X4 BUCK FASTEN EACH IL J, END WITH(4)10d TOE-NAILS. FILL TWO(2)CELLS ADJACENT TO 71 70 37.02 OPENINGS WITH 3000 psi 31.02 11CONCRETE AND(1)#4 BAR SEND 2X4 PT NO2 SYP BOTTOM PLATE. IFASTEN TO EXISTING SLAB WITH IMO TOP COURSE BOND BEAM 12'. h 114'TAPCON3ATO'O.C. IN h F —j cn IIIT I�MIM I SEE FOUNDATION PLAN FOR f�NSECOND LEVEL WALL PLAN =iii, FOOTING SPECIFICATIONS. WALL FILL IN DETAIL T—"�—1 rm,"w 14 f,5",w r7,,', F"'m�,FItwlIll m0=111,1-1 r=ll—,,,,T—111 =l—L L M L L W W > CURVED OPENING w @ _j z NS BAR EMBEDDED W INTO CONCRETE BOND BEAM AND 25' z INTO FILLED CELL LTL TOP PLA TO HEADERl(rXl(r EXISTING CONCRETE BOND SSP AT I D.C. BEAM Q. WATERPROOFING BY OTHERS EXISTING TOP PLATE TO REMAIN. LINTEL OVER OPENING. SEE PLAN. L 4*X4X3/8'ANGUE FASTEN TO KING STU)S TO TOP AND BOTTOM PROPOSED MASONRY WALL lrr LAG EXISTING BILLED CMU CELL WITH F .. I I I I OTLS 24-O.0 WITH(2)IW PLATE WITH SSP. LAG BOLTS AT ENDS NEW HEADER SEE PLAN FOR SIZE. W x NO2 PT SYP WINDOW BUCKS KINGSAN)CRIPPLES. 2EXISTING MASONRY WALL T- T--- FASTENED TO ALL SIDES OF j.L VERIFY EXISTING FILLED CELL IF -v OPENING WITH SIMPSON 1/4"x3' --- --- NOT USE 3000PSI CONCRETE FILLED TITEN SCREWS 12"O.C.ALL INTO CMU CELL 1#5 BAR I SIDES OF OPENING. 85 REINFORCEMENT,DRILLED AND EPDXIED USING -------- r CRIPPLE TO HEADER: Jlf MSITA18 V YTH(6)10d IN HEADER.(8) SIMPSON SET ADHESIVE.PLACE ONE BAR AT THE 10d IN GRI-PLE Top COURSE,ONE AT MID HEIGHT AND ONE AT F ------IL--- THE BOTTOM COURSE.CELLS IN THE PROPOSED FILL ALL CELLS ADJACENT TO AND EXISTING WALLS MUST BE FILLED.MINIMUM 0 ------ CONCRETE WITH 3000 PSI EMBEDMENT INTO EXISTING WALL AND PROPOSED R MOVE BLOCK FOR NEW ONCRETE AND(1)"BAR.BEND WALL MINIMUM EDGE DISTANCE OF OE PEN INTO TOP COURSE BOND BEAM 12*. -----------L OPENING. REINFORCEMENT --: EMENT IS r.MINIMUM HORIZONTAL :-F SEPARATION OF BARS IS 3'. #5 VERTICAL BAR AT CELLS ADJOINING EXISTING E7 I < 45 BAR 2 INTO FILLED CELL AND Ir2W"TnEN HD SCREWS NO CMU WALL 5 DRILLED AND EPDXIED WINTO FURTHER THAN X AWAY FROM CRIPPLE STUDS. EXISTING FOOTING #5 VERTICAL BAR DRILLED AND EPDXIED INTO Lf. EXISTING CMU WALLS EXISTING STRIP FOOTING.EMBED W INTO EXISTING AND LAP WITH END VERTICAL 25. EXISTING STRIP FOOTING BELOW EXISTING FOOTING TO REMAIN SEE FOUNDATION PLAN I-FOOTING _ _ _ SEE FOUNDATION PLAN FOR SPECIFICATIONS. FOOTING SPECIFICATIONS. —I �RIM,1 WE,MRS,7 llj=lll�l t=14it I I C,wl rml 01=l, TF,I I L"I"P,Ll I Sh-t No. 10 TYPICAL HEADER FRAMING DETAIL TYPICAL MASONRY OPENING MASONRY WALL CONNECTION f;VROPOSED OPENING ,TYPICAL S1 .02 3 OF 3 FRAMING NOTES AND LEGEND m . 13 13 13 3 13 '— TOP AND BOTTOM PLATE MATERIAL, 2x No.2 SYP,LINO. `_ w 51.02 51.02 51.02 57.02 $1.01 51.02 B B B B B STUD MATERIAL: 2x No.2 SPF,LINO. nP --- T1'P (z)2X1z (2)212 (z)zxlz (z)zxlz HEADERS: �� — — ---- --- ---- i J ALL HEADERS ARE(2)2x8 No.Z SYP WITH TWO KING9 AND ONE CRIPPLE, z ---- -----------�---- —s — --------- i---- ---------- UNO.FASTEN HEADER LUMBER TOGETHER USING(2)ROWS OF 16d(0.148' 8 +L '—''"--------------i_i--- — — — — — .`„ S1 4 / (2)2X12 4 2X12 JOISTS I MAK COMMON NAILS HI KN ON CENTER USE OSB SHIMS AS NECESSARY TO 22X10 MAKE THE HEADER THICKNESS EQUAL 70 THAT OF THE WALL I7 S IN.SEE z z 51.01 S1.01 AT 18'O.C. () I THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. yy Fa (4)1.75'X1125 �f w - 2.0E G-P AAM LVL HEADER NOTATION IS: �' w '�+ (2)2X8 2:1 72,- S �13 4 A 7 4 �NUMBER OF PLIES IN HEADER O 7 7 51.01 I I NUMBEROFKINGSTUDS 57.01 I I 51.01 51.01 (2),2x6,2:1 BNUMBER OF CRIPPLE STUDS �+ d S¢E OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE g TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN,AS NOTED � I I 13 BELOW.WALLS REOUIRINO ADDITKKJAL NAILING AND HOLODOWNS,IF ANY, 2X12 JOISTS r/�1 S1. 2X12 JOISTS AT ARE NOTED ON THE PLAN. _— AT 1Y O.C. (�L I LEVER 2'-0'CANTI5 O SW /S# SE AILL LOCATION I � SEEDET E DETAILS FOR FASTENERS 3 F- U U I C 51.01 TYP I p W AT CANTILEVER SHEET NUMBER 9 Z P = AT CANTILEVER LL DErAlLNUMBER F-• W DECK BEAM m CANTILEVERS LSHEAR WALL DESIGNATION Z Fn � LL O w Ii V/L: PORCH/GLULAM BEAM U W U w D. 8 �" 1 1 li tl II_ ® INTERIOR BEARING WALL Z Y m 51.02 ________________ _ _ _ _ // / OR J ________________ _ _ __ ____—____ ___ / VERIFYSEUALSTA GROUP FBEAMLY,BEAM BEARING.NUMBER / 12 OA OF STUDS EQUALS THAT IT BEAM PLY,MIN 2 STUDS.FASTEN m Q BEAM TO STUD GROUP WITH(2)MSTA24.FASTEN STUD GROUP TO FOOTING WITH LT I20B.USE 10d NAILS IN ALL HOLES.IF THREADED O Z FORMED 8'WIDE X 18'DEEP ———-- - ROD IS WITHIN 1Y OF BEARING,NO LTT20B IS REQUIRED. PUC AND BOTTOM BARS CONRNlXX1S. E 6,6 POST UNDER BEAM BEARING.FASTEN BEAM TO POST O _. 13 CONCRETE BEAM WITH(2 )MS TOP B O PER DETAIL 5.FASTEN POST TO BOND BEAM PER DETAIL 3. — -———— m Dr12 NO2 SYP LEDGER BOND BEAM FOLLOWS FASTEN TOEACH S7UDATRUSS VERTICAL WITH(3)1/4'X4' W SCREWS51.02 SLOPE OF STAIRS. — ———— • FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4'X4'WOOD ------ —� ------------- r-- —� I I I I I I —__ ------ SCREWSAT IB'O.C. _____ FASTEN WITH HEADER TO LEDGER WITH HUC210-2,ALL HOLES FILLED I I ______ ______ O tOd NAILS. __ B I ——_—__ O HUC2103SOS_SKR45 u PUCE 6x82X8 POST UNDER BEAM BEARING.FASTEN BEAM TO POST PER DETAIL S.FASTEN POST TO BOND BEAM PER DETAIL 3. I iFASTEN 2X8 TO POST WITH IOd NAILS AT W O.C. ICslklE!'>n-Ito _f�NFIRST LEVEL WALL PLAN f`�SECOND LEVEL WALL PLAN d T� w a F IL CO p 0zz 0 P J cn sj - CiSi4� JJA�I N F EXISTING UNTEL OVER OPENING. �T Pj t i AT 16 OPENING WITH 2XB ID NO2.SPF STUDS .tom AT 180.C.AND AT EACH SIDE OF OPENING. PERIMETER 2X8 PT MEMBERS FASTENED TO EXISTING CMU WITH 1/4'X3'TAPCONS AT 1Y V a TILE FINISH BY OTHERS. O.C.AND 8'FROM ENDS. �. - 2X10 BLOCKING,RIPPED FOR SHEATH NEW STUD FRAMING WITH 1!Y PT TILE FINISH BY OTHERS. HEIGHT.FASTEN EACH END WITH PLYWOOD,FASTENED WITH 8d NAILS AT 8'O.C. 'g- (2)104 TOENAILS. ON EDGE,1Y O.C.IN FIELD, W LIGHTWEIGHT CONCRETE ON 3/4'PLYWOOD DECKING.FASTEN 3/4'PLYWOOD DECKING.FASTEN TO JOISTS WITH 8d NAILS AT e' TO JOISTS WITH Bd NAILS AT 6' O.C.ON EDGE,1Y O.C.IN FIELD. - EXISTING NORWEGIAN BRICK WALLS 1 K a r O.C.ON EDGE,IY D.C. FIELD. 3 a PT 8X8 SYP NO2 POST. 2X8 BAND BOARD. 2X10 BAND,RIPPED TO HEIGHT. 2X12 DECK JOISTS AT 16'O.C., ` �....� �T� TJ] O R (2)2X6 BAND BOARD,RIPPED TO TAPERED FOR SLOPE.FASTEN TO NEEDED HEIGHT. BEAM WITH H2.5A 2XB CAP PLATE FASTEN WITH 12' EXISTING W DECK BEAM,SEE PLAN FOR SIZE. �y µ BOLTS OR WEDGE ANCHORS AT FASTEN TO POST WITH AGO IN 48'O.C. 3I4'PLYW DECKING.FASTEN MIDDLE,LCEB ON CORNERS. +"`y 2X12 DECK JOISTS AT 1 B'O.C., TO JOISTS 8d NAILS ATB' TAPERED FOR SLOPE.MINIMUM O.C.ON E ,1Y O.C.01 FIELD. DECORATIVE BRACKET �= PT 8X8 SYP NO2 POST. 7 3 TT DEPTH IS 825' h 7� 8'BOND BEAM WITH(1)N5 BAR _ S ""� 3 .O A1-E��'�• CONTINUOUS. 2X12 DECK) IS7S A71B'O.C., Ml _ e �y owe TAPERED F R SLOPE.FASTEN —III III— —III—I I k sy B'x85A8 MASONRY BLOCK WALL WfTH LUS21 III=� —� III—III—III 1 ;t FILL CELLS VERTICALLY AT '-W 3 2X12LEDGE O.C.WITH 3000 PSI CONCRETE AND(1)#5 MR,LINO. DECK SECTION LEDGER DETAIL CANTILEVERED DECK SECTION © FILL IN DETAIL- CMU W/WOOD S1 .01 2 OF 3 mbemm.ibWM.:bmwoeawerw•aM+��•rbbrawn+Y crn�,e�ww�aaawttrrw,tv-awd.nwd.abpw•+'romrw awir�..nwnw�r,•nWmn Mue�ewGo .nMwhbNeaer6ocbwacm MM � Wc leennq 1020 N to v -54 00 CID •> C> 10. 4 ZY cd C, cn 0 (I.) to con U u —u