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<br /> ` � ��� ��� �� I. VERIFY ALL WRITTEN DIMENSIONS.
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<br /> � � � A-1 De 3 2. IF ANY QLIESTIONS SHOIILD ARISE, CALL THE OFFICE BEFORE Precision f� Grace
<br /> � � � � `- - -- - f PROCEEDING OR THE RESPONSIBILITY OF THE DEUSION IS ALL
<br /> � � (� � � � YOLIRS. 2508 Audubon Park Dr SE
<br /> f O � Sammamish, WA
<br /> I� � _ __ .� 3. REFER TO THE I.R.C. PRIOR TO ANY INSTALLATION OF FRAMING 98075-9480
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<br /> � ��� , � � , \ J 4 � _______ MEMBER OR ANY DRILI.ING, AND CLlTTING AT ANY LOCATION.
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<br /> I BEAMS SHA�L NOT BE DRILLED. YOLIR SHALL BE RESPONSIBLE 206-619-3995
<br /> -- --�- ---------------- FOR ANY AND ALL DAMAGES TO ANY OF THE FRAMING, TO 2eclecdc7@gmaii.com
<br /> 4'-10 3/16'_' ���� �7f{ ��}�}�E Skype:eclecticseven
<br /> l INCLUDE TOTAL REPLACEMENT COST. THIS APPLIES TO ALL
<br /> ; � I � � � , „ �"� °�� � TRADES PERSONAL REFER TO NOTE 4.
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<br /> PLATE I ; � � L�1/ - 76 D000` ,
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<br /> ° -� BEYOND SPECIFICATIONS WITHIN THESE PLANS WILI BE
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<br /> �----- ------------------ MODIFICATION COST AND DAMAGES.
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<br /> $ � ��B � �� � � � � _ S. ALL FRAMING MEMBERS TO BE INSTALLED SQLIARE PLIIMB AND �
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<br /> --�- -�- TIGH7 WITH A TOLERANCE OF I/64 . �
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<br /> � � � � �� � SHALL BE SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND
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<br /> O� � UPPER FLOOR FASTENERS MLIST BE INSTALLED PER MANLIFACTIIRE'S �
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<br /> '�'�`'"` °' � r EL�t�. 2E�6.t�0�?D` � THE 2012 I.R.C.. 7ABLE 603.2 (I), FASTEN SCHEDIII.E.
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<br /> WINDOW HEADER � � 6 � �
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<br /> 8' i � � �. �` � � ��� � ��' � �- ��--�--� 10. DO NOT OVER CIJT ANY OF THE FRAMING MEMBER OR ELEMENT. ro
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<br /> �°= �'-� 3�4" O O __. r � O - -- ---- ELEVATION, LINLESS NOTED OTHERWISE. � -
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<br /> � � � 3,_ F �� A � �� �"""' - � ` 12.I. VERIFY WITH DOOR MANIIFACTURER SPEGFICATIONS � -�
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<br /> I� � VERIFY WITH EXTERIOR ELEVATIONS `hi
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<br /> 7� 14'-I I/1" 13'-10 I/2" 7' 13'-10 3/16"
<br /> Project Compass
<br /> 42' �
<br /> � vO�Q/ Designer: Vernon
<br /> July�9, 2015
<br /> Ciient:
<br /> Naranjo
<br /> II� Building Section A - A: Architectural, Framing and Foundation Scale: i�4�� December 31, �o�s
<br /> �_�_
<br /> Drafter: Vernon
<br /> Building Elements June 15, �0�6
<br /> Design Issued
<br /> � Exterior Wall Construction � Upper Floor Construction 0 Lower Floor Construction 0 Foundarion Construction July 30, �o�s
<br /> 0 Roof Construcrion Bid Release
<br /> I. COMPOSITION ROOFING, PER MANLIFACTLIRES SPECIFICATIONS. I. SIDING PER ELEVATION I. FLOOR FINISH PER PLAN I. 4"CONCRETE SLAB W/6x6#I0 W.W.M. I. (2) 2x8 MLID SILL CUT TO WIDTH OF FOl1NDATION WALL. July 3 I, 20I 5
<br /> �. #30 BLIILDING PAPER. 2. HOLISE WRAP 2. 3/4"O.S.B. SIIBFLOOR SCREWED AND GLUED TO TJI'S 2. 4"GRAVEI. BASE 2. FOUNDATION WAI.L WITH REBAR PER PLAN PER DETAIL.
<br /> 3. 7/16"SHEATHING� NAILING PER PLAN PER STRUCTLIRAL ENGR. 3. 7/16"SHEATHING PER PLAN, NAILING PER ENGR. 3. I I 7/8 " TJI'S PER MAIN FLOOR FRAMIN�PLAN 3. CLEAN BACK FILL SOIL PACKED TO BEARING SOII.REQLIIREMENTS �.I. WALL THICKNESS: 6" �____ Construction Issue
<br /> 4. MFG TRUSSES PER ROOF FRAMING Pl.AN 4. 2x6 STLIDS AT 16"O.C., U.N.O. 4. R-30 BATT INSLILATION 4. NATLIRAL LINDISTLIRBED SOIL �.2. WA�I HEIGHT: 3'-0"
<br /> 4.l. TOP CHORD: 2X4 5. R-2 I BATT INSLILATION 5. BEARING SOIL 1,500 P.S.F. PER I.R.C. 3. 12"x 6"FOOTINGS WITH REBAR TO BE PER PLAN
<br /> 4.2. BOTTOM CHORD:2X4 6. BEAMS AND HEADERS PER FLOOR PLAN 6. FLOOR FINISH PER PLAN 4. FOUNDATION DRAINAGE PER SITE PLAN PER DETAIL Revision - I
<br /> 5. INSIILATION: 7. 1/2"G.W.B. 7. 3/4"O.S.B. SLIBFLOOR SCREWED AND GLLIED TO TJI'S 5. BEARING SOIL 1,500 P.S.F. PER I.R.C. d_,._.._ .__.___.�_ . _._��_ __._ . _. ___ ___..._ ..._.�.__e_�
<br /> 5.I. FLAT CEILING: R-49 BATT INSULATlON W/RIG1D 8. I I 7/S " TJ!'S PER MAIN FLOOR FRAMING PLAN 6. FOUNDATION VENTILATION PER FOUNDATION PLAN ,✓ w �
<br /> INSULATION AT THE PLATE/TRUSS CONNECTION . . 9. R-30 BATT INSIILATION 7. BEAMS PER FOIINDATION PLAN � ���`'����� ����` ����' �'��������'� ���'t��G��;�'�`��� �
<br /> 5.�. INSULATION BAFFLE, i"AIR SEPARATION FROM ROOF � Ma►n Floor Construction 8. POSITIVE CONNECTION PER FOUNDATION PLAN ; � Project Number
<br /> SHEATHING TO INSLILATION 9. ISOLATED FOOTING PER FOUNDATION PLAN �
<br /> ' 11515
<br /> 6. FLASHING AT ROOF PENETRATIONS 0 Interior Wall Construction I. FLOOR FINISH PER PLAN 10. 6 MIL BLACK VAPOR BARRIER ; �
<br /> 7. CEILING, 5/8"G.W.B. 2. 3/4"O.S.B. SLlBFLOOR SCREWED AND GWED TO TJI'S � A11 Righ�s Reseroed.
<br /> I. I/2"G.W.B. 3. 14 " TJI'S PER MAIN FLOOR FRAMING PLAN
<br /> All contents within this sheet is
<br /> 2. NON-BRG. WALL: 2x4 AT 24"O.C. 4. R-30 BATT INSLILATION (IF LOWER FLOOR IS IINFINISHED) i the sole property of Legacy
<br /> 3. NON-BRG PLIIMBING WALL: 2x6 AT�4"AT O.C. O 3 N.L.B..Reproducuon by any
<br /> 3. NON-BRG SOLIND WALL: 2x6 AT 24"AT D.C. H Lower Fl oor Construction means eirher in whole or in
<br /> � part requires written pernvssion
<br /> 3.1. PLATES: 2x6
<br /> 3.�. 2x4 STUDS STAGGERED I. DECKING PER PLAN � by Legacy N.L.B..
<br /> 4. BRG WALL:2x4 OR 2x6 WALLS AT I 6"O.C. 2. FASTEN PER MANLIFACTURE SPECIFICATIONS ;
<br /> 5. BEAMS�HEADERS PER PLAN 3. PT�x PER MAIN �LOWER FLOOR DECK FRAMING PLAN Sheet Number
<br /> 6. I/�"G.W.B. 4. BEAM PER PLAN WITH POSITIVE CONNECTION PER PLAN �
<br /> � � � A- 10. 1
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