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FRO T � — I I � i H1 <br /> STRUCTURAL DESIGN BY- H3 ppR H I �� rn I <br /> ERIC M.BUNKERS,P.E. zx�o�ow�oc�rswia- y� �� � � � j zx� oc�xwis•r�ows <br /> BUNKERS&ASSOCIATES,LLC Rows va•xa�n•sos � I � �K•x rr sos scRtws� <br /> SCREWS�18'TO STUDS. TC N I� 78'O.C.70 SNDS. <br /> STRUCTURAL ENGINEERS I 3 � �� I 8 <br /> (651}366-2853 �— �2 I I m= � j �� I I PROJECT PHASE: <br /> IL_ _ <br /> H � — - � S 4 � PertnR <br /> � — — — — — Set <br /> SW4 — --- -- <br /> 2ND FLOOR PLAN NOTES 8 X 6 P0.ST5 W/ACE — — <br /> PR0.IECT NUMBER <br /> CAPS TOP <br /> 1. SEE ATTACHED STRUCTURAL NOTES FOR MORE INFORMATION. ��� . H2 4 18-024 <br /> 2. ATTACH ALL ROOF TRUSS ENDS WRH SIMPSON H2.5A TIES TO WALL <br /> PLATE3. 2 X 6 CANTIN WALL SOLE 2 X 8 UWDING LEDGER W/ ISSUE DATE: <br /> 3. ATTACH AI.L FLOOR TRUSS ENDS WITFI 2-1/4'XS SDS SCREWS FACH pIATE 6 WALL 70P PLATES 2-114•X 41/Y 3DS HALL �r ER AlL �� MA R H� AU9USt 22,2016 <br /> END TO WALL PLA7E3. WIO SPLICES. SCREWS Q 18'TO STUDS. H2 BED ��M <br /> 4. USE 12'PLYWOOD ROOF SHEATHING,SEE STRUCTURAL NOTES FOR — <br /> NAILING. <br /> 5. USE 3/4'T8G PLYWOOD FLOOR SHEATHING,SEE STRUCTURAL NOTE3 HIP SEi I � � MIP SEf <br /> FOR NAILING. � � <br /> 8. PROVIDE MINIMUM 2-2X8 TRIMMER STUDS AND t-2X6 KING S7UD � <br /> UNLESS NOTED. � <br /> 7. BLOCK SOLID BELOW ALL P0.STS TO FWNDATION. LAUNDRY ( � I I �y�< S � <br /> 8. LOCATE GIRDERS AS SHOWN. HZ � � 2S� � <br /> ♦ 9. MARKS THU3,'2',INDICATE NUMBER OF BEARING STUDS REQUIRED.IF - � ^, <br /> NUMBER NOT SHOWN,PROVIDE MINIMUM OF 2 STUDS(3'BEARING MAS ER � � <br /> LENGTH),FULL tMDTH OF BEAMIHEADER/GIRDER TRUSS MUST BE � BA H I—h $ 4 <br /> � SUPPORTED. � <br /> 10. EXTEND PLYWOOD WALL SHEATHING UP FACE OF TRUSS HEEL AND NNL <br /> � TO TRUSSES.STOP SHORT FOR VENTING AS REQUIRED. <br /> 11. EXTERIOR S'fUD WALLS TO BE 2X8 AT 18'O.C. H2 H2 H10 4 � <br /> 12. NOTCH WALL PLATES AND LET IN NEW WALL PLATES ATALL � <br /> INTERSECTINCa WALLS AND NAIL ATTACH FIRST STUD TO EXISTING WITH <br /> t/4'X4'S0.S SCREWS AT 1G OC. <br /> 13. ATTACH ENDWALL LADDER FLOOR TRUSS BOTTOM CHORD TO WALL SCREWS�18'O.C.TO STUD3.2 X 8 BEVEL CUT <br /> PLATES WfTH 4-16 0 NPJLS PER FT. BLOCKING BTWN.TRUSS ENDS,WUL TO WALL <br /> 14. PROVIDE FULL HEIGHT 2X8 TOP AND BOTTOM BLOCKS WIiH 1!2' S7UDS 8 TRUSSES 8 NNL ROOF SHEA7HING. <br /> PLYWOOD GUSSET AT 3FT.00 GLUED AND NPJLED TO WALL TOP PLATES, <br /> RIM,SUBFLOOR,AND FIRST TRUSS CHOR0.S WITH GLUE AND 4-18 9 DRAWN BY: <br /> NAILS EACH END AT ALL ENDWALLS. <br /> 15. VERIFY TUB WEIGHT WITH TRUSS MANUFACTURER. EB�w <br /> 16. VERIFY IF ANY ZERO-CLEAR4NCE SHOWERS WITH TRUSS <br /> MANUFACTURER <br /> UPPER LEVEL FRAMING PLAN NO <br /> 1 va--ra-nnza,aa ,�a••r.o-on„x» <br /> oZ4 8 12 <br /> S <br /> UPPER LEVEL <br /> FRAMING PLAN <br />