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JP JONES
<br /> ENGINEERING
<br /> 711 Saint Helens Ave — Suite 208
<br /> Tacoma, WA
<br /> l p: 253.448.7331 jpjonesengineering.com
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<br /> DESIGN: JPJ
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<br /> EX. ROOF FRAMING
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<br /> EX. WALLS BELOW, typ.
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<br /> " OVERFRAMING
<br /> EX. FLOOR JOISTS - CANTILIVERED
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<br /> — EX. WALL ABOVE' ,
<br /> . 11/S32. PRE-MANUFACTURED TRUSSES 24" oc BY OTHERS
<br /> PROVIDE 4x6 POST FULL WALL HEIGHT IN D 1 10 S3 2 1 CI F F;
<br /> EX. WALL - NAIL EX. SHEATHING TOL
<br /> POST W/ 8d 6" oc - ATTACH TO EX. _ 9 S3 , 1r, r � : } r 1 �'� 9/S3.2 a--.'r r ` J � ," ,-r r _ rtr r ::.ri_r,r<rrf (` !
<br /> CONCRETE STEMWALL PER FOUNDATION . , ; / - /j
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<br /> 1.75 x11.875 LVL ER DETAIr ' (3) 2x6 BELOW` I
<br /> (3) 2x BELOW i, a. "� m �, ;' i
<br /> , - SPLICE ONLY WH D 1PLE
<br /> DO NOT LVL
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<br /> ROOFLINE t (3) 2x6 BELOWci] LOVE POST ! I °1 c2 i/
<br /> ! N / ROOF SLOPE ! 11/S3.2
<br /> SPLICE LVL OVER POST 73
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<br /> r PROJECT TITLE:
<br /> '' '` o PRE-MANUFACTURED TRUSSES 24" oc BY OTHERS
<br /> 7/S3.2 - I I I o
<br /> / I N Vo Residence
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<br /> f 26 81st St SW
<br /> / \ Everett, WA 98203
<br /> OVERFRAMING �' � _� I �� � ��� �� '��� ` � � � < > •-� �' i
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<br /> 4 8/S3.2 ! hpi 11/53.2 PRE-MANUFACTURED TRUSSES © 24" oc BY OTHERS ARCHITECT:
<br /> I " " 16" Strobl Design, LLC
<br /> ROOF SLOPE ! ROOF SLOPE i 1.75 x9.5 LVL (� oc 9
<br /> C ! N i HANG AT LEDGER W/ SIMPSON HU7X SLD9 24" P.O. Box 20764
<br /> PRE-MANUFACTURED TRUSSES ® oc BY OTHERS- HANG FROM EX. WALL, HANGERS T.B.D. BY TRUSS Seattle, WA 98102
<br /> 1MANUFACTURER PH 206.661.3633
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<br /> ! ! ! 6/S3.2
<br /> ! PRE-MANUFACTURED TRUSSES i
<br /> 24"® o I BY OTHERS
<br /> 6/S3.2 ! ci i ISSUE:
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<br /> Permit
<br /> Plan Notes - Roof Framing Plan /,N SHEET TITLE: _
<br /> P.T. 6x6 POST W/ EPC6Z POST CAP & ABU POST BASE 1. DO NOT SCALE DRAWINGS. REFER ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. Scale: 1/4" = 1'-0" t Roof
<br /> 2. TYPICAL WOOD ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL DRAWINGS OVER 1/2° CDX PLYWOOD, FACE GRAIN Framing Plan
<br /> PERPENDICULAR TO SUPPORTS OVER JOISTS PER PLAN. NAIL SHEATHING WITH 8D AT 6'O.C. EDGES AND OVER SHEAR WALLS, 120.C. FIELD.
<br /> 3. ALL HEADERS SHALL BE (2) 2X8S UNLESS NOTED OTHERWISE. AT CONTRACTORS OPTION, (2) 2X8S MAY BE SUBSTITUTED WITH 4X8 OR 6X6.
<br /> 4. PROVIDE (2) BEARING STUDS EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. SCALE:
<br /> 5. ALL NEW EXTERIOR WALLS SHALL BE W6 UNLESS NOTED OTHERWISE. 1/4" = 1'-0"
<br /> 6. REFER GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. DATE:
<br /> 10-10-2019
<br /> SHEET NO:
<br /> CITY OF EVERETT
<br /> REVIEWED FOR PERMIT
<br /> S2 ,, 2
<br /> NO: OF SHEETS:
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