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NEW HEADER <br /> . (2) 2 X 10 <br /> ALL LOCATIONS <br /> (2) SIMPSON L50 AI�TGLES 4XC VERTICt1L POST <br /> ON EACH CORNER FROM INSIDE <br /> " SILL/HEADER TO STUDS <br /> OPENING PER PLt1N (FILL ALL HOLES WITH 10d NAILS) SINiPSON HDliS HOLDDOWN <br /> (74) 1/4"X 2-1/2"SDS SCRF,WS <br /> INTO POST <br /> (1) 5/8"X I8"SINiPSON <br /> ANCHOR BOLT <br /> FRf1.lti1E WALL PER llETAIL A/4 INTO FOOTII�G PAST CURB 3/8"STRUCTURAL I <br /> 8°F.MBF.DMENT MIN. GRADE SHEATHINU <br /> (ATS-ABS-18) BOTH INSIDE AND OLJTSIDE <br /> OUTSIDE SHh:ATHING TO B�; <br /> AL.L WOOD FRAMING WITHIN ATTACHED WITH Sd X 2-1/2" <br /> SHF.AR WALLS NAILS AT C"O.C. <br /> EACH JACK STUD (3) 2 X 6" KING STUD OR SOUT�IERN YE�.�.oW PINE <br /> NAILED TO EACH KING (2) 2 X 6" KINU STliD OR <br /> STUD WITH 16d X 3" 4 X 6" HINU STUD PER PLAN <br /> T �� vviTx 2 x��� ACK sTUD C HOLDDOWN OST TO FOUNDATION <br /> tiAILS AT 16 O.C. � <br /> STAGGERED 4 noT ro sc.,u.E <br /> WINDOW FRAMING DETAIL D <br /> 4 <br /> DOOR FRA.'�fING SL'vIILAR <br /> TO SHOWN <br /> (2) 3/8" X 6" LAG BOLTS AT <br /> a ioa x 3°Na1r.s EXISTING RIDGE AND EAVE LOCATIONS <br /> x-ai wAr_r_r�sur.ATioN AT�„o.c. DR1,�,�.L FRAMING AND (1) 24" O.C. BETWEEN <br /> I\ ALL CAVITIF.S VAPOR BARRIF,R TO REMAIN <br /> SIDING <br /> UNCHANGED <br /> FLASHING(PER FIF,LD <br /> c.oNDlrioNs� ax BLoc��c�To HE PLac.�:D (2) 2X6" WOOD POST <br /> VG�EATHER BARRIF.R BETW'FF.N STUDS AT ALL <br /> SHF,ATHING JOINTS <br /> ExT�,iuox 3/s° sr�nDA�zx�s�rvDs B END STUDS TO EXISTING FRE�MING <br /> STRUCTURAL I URADF, AT 16"O.C.NI11X. 4 �oT To sc�1LF <br /> SHEATHING TO BE <br /> TYI'ICAL FAST'EN�,RS PER STUD TO PLAT�:S: ds�'��- �!'�-I' <br /> ATTACHED WITH �%s ���i- �a C� <br /> 8d X 2-1/2"NAILS (3)#12 X 3"WOOD SCREWS AT EACH STUD TO TOP �-�� ��-�� ���� � �-� <br /> << �--�_ jr -1 <br /> PLAT�AND TO BOTTOM PLAT'E -2�� 1� �=��� � �Il <br /> AT C"O.C. PRO �-��-� -►r��'� c� <br /> 17C7LTIPLE STUDS WILL EACH NEED TO BE FESSI� -�1-�=1-��� Yd �R� <br /> SIDING F.XTF,RIOR TO SCRF,WFD I.E.DOUBLE STUD NEEDS(G)SCRF.WS F,TC. 11�AST�N�FNGINEER�sdj�r������ I,�I�N F <br /> �NG j� D <br /> i�1ATCH EXISTING Z�.�R`�n� ST. R���p R��' IDENcE <br /> DRYWt1LL INT�.RIOR FROM BOTTOM P�T'E INTO BAI�IDBOARD/ 6J26�3, 193�� �/I� '" a�'E1��51 <br /> BLOCKING/JOIST AT 32°O.C.MAY.AND 6" � ��g�Ss E�TT��`�980� <br /> FROM r',ACH END(OR 1/2"X 6"CONCRETE SCR�;W �l f <br /> ALL�X'OOD FRAiVIING WITHIN \X�ITH 2°WASHER INTO FOOTING) .�v ,- �� ,`- DR��W�p�pFY <br /> SHF,AR WALr_S �,� .�`h' p.�TE: RE�SI�N �HE��F.D M� <br /> �fUST BE DOUGLAS FIR OR FLOORING/FOUNDATION ,� �, <br /> SOUTHF,RN YELLOW PINF. INFORMAT'ION SF.E PAGF.2A G ^ ��]GI`� q/_ N��: <br /> lU <br /> SHEATHING - � � � � ������ ��N�� <br /> ., _ `~ .* Sc�Es <br /> TO BE CONTINUOUS B�TWE�N �,J�, , ": , <br /> FLOORS TO ACT AS HOLDDOWN � ,(^;'' � S�E pET`�L <br /> 3'MIN.ON UPPER LF,VEL � �i Q <br /> " AND 3'�IIN.ON I_OWER LEVF;L FRAl�VIE SHEAR WALL A ~ �"�; � a, O1 0 <br /> �--- 4 <br /> 4 �.x��r��.� .�._ P�GE: <br /> These plans are the pcopem'of F;�1C2 Sttuctural Design,Inc. My use or reproducdon oE these plans,in whole or in pu[,w�thout the writren pemtission from F:�iC2 Structural Design,Inc.is forbidden. Plans�o[caGd u�thout original engineer signature.Plans aze not for use as"Generic"or"�Sasrer"Plans. <br /> � i , <br /> � <br />