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C� <br /> ? � �t <br /> ti <br /> H � ti <br /> WZ � <br /> 1-� � N <br /> _ , <br /> w <br /> WOOD HEADER SCHEDULE SHEAR WALL SCHEDUIE � a� <br /> MARK SI2E MARK TYPE aI � � <br /> 0 2-2X8 SW 153�PLYVVOODOPEFACE.FASTENNNBd�BO.GAT Q x <br /> +� � <br /> 2-2XB BLOCKALLPAI�.pRJT3.'I-St.PSqJM3T��. Z � �L <br /> � 3-2XB SIRAPEAETDTOFRMANf3BE1.OW.NRRSqERA7E <br /> 2-2X10 MDFHM��GATTOPW/61BtlQ7�O.GMNMUM22� . ` <br /> � 3-2X10 C��SnAS" N � � <br /> 2-2X12 SW2 �'��T��FACE,BLOd(ALL � � � <br /> 3_�X,z �.�<.o.�_„��,� g M , <br /> � ���,��,��.�. v �n <br /> 2_,�.X""�� ���„�W,¢,��,.g��.� 4X10TRTLEDGERW/2-ROWS aC N 00 <br /> 0 3-1314x71/4LVL T���T����S���� N <br /> �7A'O.GMNMUM2-2�C0ld�H25f1AS. 12'OGAW.TNRDRODS�24' i � � <br /> 2-13l4X972WL O.C.DRRLEDW/4'EMBED3 � N <br /> � Q 3-13I4X912WL Q 15RiTRYWOODOPEFkCEFASTENW/Bd�CO.GAT ��XB'HEADEDSTU0.SWEfSET. EPDXVADHESNEW/21/2'EDGE � r <br /> 4-13I4X912WL �PAN��GESMDWfF7�+�lAhSUPPORT3' DISTANCE. N � <br /> 2-1 3�4 X 11 7/8 LVL ���PANFL JpNfS.1SIMP90N MST W VHti. _ <br /> � � STRAP EA E?DTO FRMANG BBqN.NNLSOLE PLATE TOILET DRNN COORDINATE • <br /> e 3-73I4X117/8WL MDFRAA4K'ATTOPW/&78tl�1�O.C.MNAAUM2-� NRfHSTRUCTURE <br /> � a•�arax����ew� ��� ----------�OL1SX3]--------- H6 ne�uaense � N ~ <br /> � 2-13�4X14WL SW4 15fd2'PlYWOODO�EFMEFA37ENW/Btl�CO.C.AT _ __ <br /> 3-13I4X/4lVl �P��S�����. — — — -- � _ _ 2x12STRINGERS <br /> 4-7 9/4 X 14 WL BLOp(ALL PMH.IORdIS.USE SIMPSON IdS HOLD T PLA d I �18'W/F1GRS. <br /> e �J���W����� GIR�R I I N ON 1. � <br /> � 2-7 3I4 X 18 LVL RODWl73'EMBED IMO FdJN/AT10N WALl8R6 VHif. — — <br /> 3-13l4X18LVL WULSOLEPLATEMDFRN.1�lGATTOPVW&1Btl�16' L I I <br /> � ♦-�arax�a�v� o.c.Mw��coru�xsnros — L �_ _ H1 F <br /> G G <br /> � Y-1 3l4 X 78 WL •INDICATES HOLDONM OR STRIP LOCATIONS. � I <br /> � 3-13/4X1BWL 2XAT�L/WDING — — <br /> � 4-1314X18LVL (9 � A���E a � <br /> — — g J <br /> �f iNoicn�s�usrr eenµn�no�t — — — —— — — — — — — ——�— — a•e�c.sue wi ea REsae�2a•o.e.ew. p > � <br /> (TOP OF BEAM=TOP OF JOISTS) WAV CNTRD&DOWELED TO FND.WALI.S. ♦♦ � Q � <br /> � OM OF HEADFR=BOTTOM OF JOISTS) � PW R OVER 7 25 PSI RIGID INSUUTION. r <br /> ���TT — yyj — — LINE INSIDE FACE OF EXTERIOR FND. � � <br /> e x e Posi.nsuaez e'-s' S UNEXCAVATED SCREEN ��� <br /> �� ( WALLSWI Y RIGm WSUL TO A MIN.DEPTH C <br /> �DENOTES 7'YX BRG.SNDS � pORCH ABOVE) OF 48•BELOW EXTERIOR GRADE. C � ZC <br /> �DENOTE3'4'ZX BRG.STUDS H 1 O STRINXGERS� � �� � c <br /> 18'W/HGRS. _ _ Q � O <br /> 8 X 8 POST.ACE6 CAP3. =V � C <br /> H10 F neu�ansE.�vr�cu � J p <br /> STRUCTURALDESIGNBY- a•coNc.suswiaReena�za•o.c. (uNExCavn7ED N O <br /> WnYCN7RD&oowELEOTOFND.w 4 FRONTPOftCH MECH& <br /> ERIC M.BUNKERS�P.E. POUROVERYT5PSIRIGIDINSUTA . � AB�yE� STORAGE I I § � r <br /> BUNKERS&ASSOCIATES,LLC LINE INSIDE FACE OF DCTERIOR o. � �� _ _ � (, <br /> STRUCTURAL ENGINEERS W��woF+a���ovL�w�c� e. � <br /> 2X8� 8'W/ I I <br /> (651}366-2853 — — <br /> �ra�• <br /> 2X8LEDGERW/2-ROWSt X <br /> 4'SIF�TITEN SCREWS� � — _ — — — — — — — _ _ — <br /> MAIN FLOOR FRAMING NOTES O.C.W1212'EDGE DISTANCES J� 1' ' <br /> BOLTED TO CONC.WALL 1 PROJECT PHASE: <br /> 25 0 LBS <br /> 1. SEE ATTACHED STRUCTURAL NOTES FOR MORE INFORMATION. COMNECT FIRST 2- BOTH BEAM ENDS.HSS Pe�� <br /> 2. ATTACH ALL FLOOR TRUSS ENDS TO SILL PLATE WITH 2-SIMPSON TRUSSES W/2-LS50 CLIPS e X 3 X 7N COLUMN WI � WI ID LO D UP ENDWALL BLOCKING,SEE � <br /> LS50 CLIPS EACH END. EA TO SILL PUTE HERE. 1/Y TOP PLATE W p�pN pphS.7yP��q�, PR0.IECT NUMBER: <br /> 3. USE 3l4'T8G PLYWOOD FLOOR SHEATHING,SEE SiitUCTURAL NOTES BOLTED OR WELDED. <br /> FOR NAILING. — �• �6-024 <br /> 4. PROVIDE MINIMUM 2-2X8 TRIMMER STU0.S AND 1-2X6 KING STUD ~ W M H <br /> UNLESS NOTED. v — g ST G — — — ISSUE DATE <br /> 5. BLOCK SOLID BELOW ALL POSTS TO FOUNDATION. I( t9 <br /> 8. LOCATE GIRDERS AS SHOVYN. — _ AuguSt 22,2016 <br /> 7. MARK3 THUS,'Y,INDICATE NUMBER OF BEARING STIAS REQUIRED. �� <br /> IF NUMBER NOT SHOWN,PROVIDE MINIMUM OF 2 STUDS(3'BEARING �� <br /> LENGTH),FULL WIDTH OF BEAMhiEADERJGIRDER TRUSS MUST BE — <br /> SUPPORTED. <br /> 8. INTERIOR BEARIN(i STUD WALLS TO BE 2X8 AT 16'O.C. — — — — <br /> 9. PROVIDE BOLTED 2X T�PIATES WITH 3I8"DIAMEiFR BOLTS AT 32' <br /> OC TO TOP FLANGES AT SlEEL BEAMS.BLOCK WEB FULL HEIGHT <br /> � AND WIDTH AND BOLT TO WEB WITH 2-ROWS 3/8'BOLTS 24'OC. <br /> 10. PROVIDE 2X12 TREATED SILL PLAiE YVITM GALVANIZED 1/2'X1Y <br /> ANCHOR BOLTS AT 48'OC WITH 1/8'XY GALVANIZED WASHER3 �� � <br /> SUGH7LV CRUSHING PLATE.BOTH CONC.LAYERS. SHOWER 6 TOILET DRNN <br /> � 11. PROVIDE PULL HEIGHT 2X8 TOP AND BOTTOM BLOCKS WITH 1/2' COORDINA7E NrtTFi STRUCTURE <br /> PLYWOOD GUSSET AT 2FT.00 GLUED AND NAILED TO WALL SILL <br /> � PLATE,RIM,SUBROOR udD TRUSS CHORDS IN FIRST 3 TRUSS <br /> SPACES WIiH GLUE AND 4-18D NAILS EACH END AT ALL ENDWALLS. <br /> 12. ATTACH EXTERIOR WALL SOLE PLATES WITH 5-16D NAILS PER Ff. <br /> 13. USE TRIPLE 21NC COA7ED FASTENERS AND HANGERS FOR GREEN <br /> TREATED MEMBERS. <br /> 14. IF MI0.CHORD BEARING ROOR TRUSSES,SHIM BOTTOM CHORD <br /> TIGHT TO FOUNDATION WALL. <br /> 15. VERIFY FIREPLACE WEIGHT AND HEARiH WITH ENGII�ER AND TRUSS <br /> suP�.�eR. MAIN LEVEL FRAMING PLAN NO DRAWNBY: <br /> ii. R�iNINCa WALL SCH&DETAIL ON 501. � v�--r�-�u,ue va--r�o�+��+� o Z , e EB,LJ <br /> S11 <br /> MAIN LEVEL <br /> FRAMING PLAN <br />