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� <br /> _ . <br /> -��� , �� � Framm Notes ���IVE <br /> -:� ,-- ,�-��,� �� �--�� g �-� <br /> ,;,,;�;; �� � <br /> ,� �'OM��� �1��, <br /> ` � ��� ��� �� I. VERIFY ALL WRITTEN DIMENSIONS. <br /> i�._�.,�' -�° � <br /> �� � <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 <br /> � ' � ` � O 4 �".� 12 � � �C�t�. �SrJ Q�t7t? <br /> � ��� , � � , \ J 4 � _______ MEMBER OR ANY DRILI.ING, AND CLlTTING AT ANY LOCATION. <br /> ___ <br /> _. <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. <br /> I � <br /> I-6 ���� ���J � <br /> ; , � ;: � ��r,r°, �, _� _-�- ` 4. ANY PERSON TO MODIFY ANY MEMBER OF THE STRLICTIIRE <br /> PLATE I ; � � L�1/ - 76 D000` , <br /> _ , _ __� <br /> �, , �. ,�._,��.�.��._.���,�.:��-�.�,�,_r ' _,�_.,,_._.�,-� x � . ���.._, _.s�,��,.�_. �_,_,�_ .�.,=� -�-�,�,��_.__ COME THE <br /> � --:...: - <br /> ° -� BEYOND SPECIFICATIONS WITHIN THESE PLANS WILI BE <br /> WINDOW HEADER � � ° ( � � RESPONSIBLE PERSON FOR THE ENTIRE STRLICTURE, TO INC�LIDE <br /> � � � � � , A-i 0.� � �L�V. .2 7�.t�OtJc�` O� <br /> �----- ------------------ MODIFICATION COST AND DAMAGES. <br /> � � I g � , �� �8 <br /> � � 'i s�-� , s�� ___�����r�.�?�7�.��o�r._. � <br /> $ � ��B � �� � � � � _ S. ALL FRAMING MEMBERS TO BE INSTALLED SQLIARE PLIIMB AND � <br /> � � � � � � � �� � . <br /> --�- -�- TIGH7 WITH A TOLERANCE OF I/64 . � <br /> ___ , � � � � [ � � ���� �����y��f 6. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION � <br /> � � � � �� � SHALL BE SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND <br /> � _...._____. <br /> O� � UPPER FLOOR FASTENERS MLIST BE INSTALLED PER MANLIFACTIIRE'S � <br /> ' �-10.? � �,=- � �f � a I A 12 _........._....._...................................___................._...... ELEVAT►ON '�v <br /> _�._�__..- �...�. _ _.__..___ <br /> _ p ���J 4 � �� 4 ,�[EV. 26b.(30�C�' SPECIFICATIONS. <br /> SLIBFLR ' I'-6° : 4 �' � <br /> �_ � �E <br /> � I'-6" � <br /> I'-0 5/8° I � ����' `��'�°���� 7. ALL NAILING AND FASTENING SHALL BE IN COMPLIANCE WITH �i <br /> �,�____.�_�.._____ __ ___._._.r <br /> , ; � _.�. - <br /> , _ _. <br /> _ v <br /> '�'�`'"` °' � r EL�t�. 2E�6.t�0�?D` � THE 2012 I.R.C.. 7ABLE 603.2 (I), FASTEN SCHEDIII.E. <br /> _ -_____-___-��- � ' _ � <br /> . _ __ �__.___W__�._. <br /> WINDOW HEADER � � 6 � � <br /> '`� � � � � � _ .� 8. REFER TO FLOOR PLAN SHEET FOR ADDITIONAL FRAMING V o <br /> �� ; , ��-��. ?��•����?' ►NFORMATION. � <br /> � � � I I I � - <br /> � i ____ �� <br /> � _�._ � <br /> 3 � � ^ <br /> � ; ( I OB � --- ---- 9. DO NOT OVER DRIVE NAI�S OR STAPLES OR SECURE INTO THE � �� <br /> I � 10'-6 5�8° � I ..__. . _ . <r <br /> I � 25'-6" Ll.EV. 26?.C?C�D� <br /> I � ,�„___,_______ ___�__; FRAMING MEMBERS OR THE SHEATHING. SEE NOTE NUMBER 4. � � � <br /> � I ^ <br /> , „ <br /> 9-6 ' <br /> 8' i � � �. �` � � ��� � ��' � �- ��--�--� 10. DO NOT OVER CIJT ANY OF THE FRAMING MEMBER OR ELEMENT. ro <br /> ( , <br /> � � ;, ._...., i � > ! EL�G'. Z6�'.C3p�70` � <br /> I � �4 �� _ OVER CUTTING IS MODIFYING THE STRUCTURAL MEMBER. SEE � �n <br /> � � � `5 � _' ��:, �:� ` �,.�.. �+ _.... ..__...... NOTE NLIMBER 4. � <br /> �. <br /> ,�, �-----:. <br /> ., �:: .�� ... . <br /> ,....._^. _._. _..._............_.._ ,_ „ , MAIN FLOOR � _ <br /> � ���� �58,�p��1� � � I H E � �� � 3 4 � H I 6" _����`__�_��������.._.�� ELEVATlON I I. PLATE HEIGHT, REFER TO FLOOR PLANS AND EXTERIOR •O M <br /> �°= �'-� 3�4" O O __. r � O - -- ---- ELEVATION, LINLESS NOTED OTHERWISE. � - <br /> SUBFI.R � I � . . E __ ____... _.�.m_ , „ _..._ LiEV. ?�C.5t�0�' � � �* <br /> _._..__. _.._.. ______. E.G. .�:;:. !�1�' ?5 6 D �-__. r'+ <br /> , £LEV. .�56.C�ODO' ;�,� ;.�. . ..:. �..,d. � � �« � �. ,. Y. ,� ,`�` . .. '�-- �--=-=- ` - - I LL OR PLAN. v <br /> -� - <br /> � ..� �C?C�` <br /> ._________ <br /> _ ___ � ,. __ _ �_ _ � � .� ,;�� `�,,. ` ` ,..:: '` --��� '- �,_ - - ' _ �_. __� __ 2. A DOOR HEADERS PER FLO � v <br /> � � � 3,_ F �� A � �� �"""' - � ` 12.I. VERIFY WITH DOOR MANIIFACTURER SPEGFICATIONS � -� <br /> ,.r_,� �___.; _.� �,�.._, ___; � �. , __E,,_.,_3 �,_�.. �� �__ �� •.�" /.� .`1,�.'r _��/ . ?;�° y5 _. <br /> ;; <br /> , , <br /> � � <br /> � <br /> � !� _-- ___� I _m.._E (�_ _ _ ; _ _ : „ ;..��F�; ft `�`�!-`` ,�-" '..t;... .' ' '- . � ', .: ____ <br /> __ ___......_. . �......__ ; � ..::i� ____� ;��" --,(�___i --- --___� _�i , :�€ � € , . _..._..._ 1�, � "7 L.:., p � C �,p, t �qfyfy , <br /> +p���/ C,( (, �q�y .....� I .. ,.__. _.._�I I E_.�, I I...._ ;� ___I E�.__��,. ..I��,.__.��I�=�� � -�-.., -:: ;:-:::_ Y�_ ��:,. . �_ P ry _ BEFORE FRAMING �O <br /> �LR.V. ?J"7.V�Vlir � .€�W,��^.i �E_..:4��; I�3i�I._ i€� ....€ I{.. _...__ :._...,.. � ......_...�E ...�._.., ;..._._a ...,._... ..�.._.. € � 7?" . , ..� ,. ,,,� .>, ,.. ,:.<. .. _ . . t.�.LV. 1J�'"t.�tJ4✓V.. r � <br /> r't <br /> .�_ Ifl �1 E l�l , � �� �I E� Wll��-�l�[==E�1=11� ; � 1�1-;.1 � ° . 3�1 ._ ;� ~ ;�..�;�����_, �.: � ' I � WINDOWH A ER � . . . <br /> I� � VERIFY WITH EXTERIOR ELEVATIONS `hi <br /> =I�I-�-J F�=I J� ;1 � �i-��?1;�=�=I�I.==-�I�=�4�6�=-I I; �i�I I � � �, E� I �� a, �=�I� I '�, ``= �},�`;�x , � 00 SCHEDIiLE FOR ADDITIONAL INFORMATION <br /> _..._____._____ °�-����=����.�:I-. a���--__�{ ��I�������� ���_.I��--;� =3�,,.�� � °._� ��.�._ ��,_... �;,� � ��� � � ELEV 5� t�i��C7 12.3. SEE THE D R . <br /> ���v. ��?.c��vv� I�_I I I__�1 I__I I �I I-I 1 I��I I.W V.I 1�-��I�-I f 1, l l I I [1 I i I `4�� -�ry:�� ,II° i i'-� 15/16�� -- . � . <br /> �.._ _ .__ -I I I;�I I �9!�- I�1-----�,( �_E�--1 I 1-I((,�I 1�---1 I?--�I � 1 a�� �� ;€ € _�I __ �{� .�d,, �� � ._�- I . L • � <br /> _ _ � � � � � � ( � � <br /> __-�f���� ,=;��� `��_`"`���� .��������1�� 1�i [��"" ,_��11 m �� E�,�-;�_�I' _._ z... t�' � s7 V " <br /> O ���' 3 AL WINDOW HEADERS PER FLOOR PLAN <br /> �� ��__ �,_ G i , � �€��_���i � � - , _��, (1 �= ;;i _3 �:� �� � tI� �`�t� , :b . I I � 3 4 �- I 4" I _._ 13.I. VERIFY WITH WINDOW MANUFACTURER SPECIFICATIONS <br /> _._ . _. 1�_-1�� �� kI I I �I ._I1I�._., I 63 {I, ��I� E�I 1 I _f�� If II � ``�i�,��I � � � B � ia � 3� - _. _. , <br /> ELE1�j. ?5�.�?��0' '�����9�__� ,��,-_;_�i I�.�I����(��� �I�"����===I I;� _ � �= ; ' 3 F_ . .���'�`�r ELEV. .25F�.C��t?t7` BEFORE FRAMING. <br /> � �'� 1 - � ��I--�-`� :��l! ��I -�1�� � -:4 F, > � , ��,: '� , I ```�. � � <br /> _____. _.____.- ------- � E�3=���==`'1=�I�.�1 I��I I 3�I I I��I_� �E I,_;�_� ,��1 I:.-_���_€ I , I 1;� ';`�?�'°�;'`� t a. � � � 8' ��_ ___ ____ ___, 13.1. VERIFY WITH EXTERIOR EI.EVATfONS. � <br /> _ I=1 i i_ � � __� , _€---- � � � <br /> �'`�.��� � E��-�I�-���=�I��-�i i�-�i���I I_ I E E � �I i I I€`= ��=����""i I I=� �J���;'�:�>: , E. . � _ 13.3. SEE THE WINDOW SCHEDIILE FOR ADDITIONAL •� <br /> _.. _ ...._.._.__...___._ � � �'�I E==�:I�- I 9-I I 1=161-E I 1-=I l I I I___I��=I,�-__�:I 1 c-�-��I I=�= I i�=�I I � '„�'' ��'� � __._. _._. �_.___ ____ INFORMATION <br /> .� <br /> , �-- � . _�a. __ _ ���v. ���.000v'..., � <br /> , �����. ?�s.v000+ ---- __a I l�i�I�1 I I-I I 1-1 I�-�---I(I�[�!�3�I _:�I��?� �I 1.��1�Irc-1 1 I�I� ���i o�= _ . <br /> �__.________ ! ,_, , _ � ea � <br /> 8 3/4 ABE <br /> i ^ <br /> - �+ i i� <br /> 11 <br /> f ( <br /> ._._.... E � � ___.... <br /> 1 <br /> ___I�I_�_._;I I�_I l�__,I I_-,-�I I�[I I=!I I i�1��I�€[1 I=-1 I 1- I 1.-1 I 1-- ,Y_� � , .. I I H € LOWER FLOOR ;V <br /> _ ,.�__.�__.__ _ <br /> _ � , <br /> mm_ �___ �__ � --- _ , � <br /> �1� �I i 4_I I I�_I�(;�.I:�:µ,��,-i 11�-���(�=- [�---E 1 I:�;l I_--I?f �1!_€��I� �11';� =f ;. ;� � <br /> ---------.--- - LOWER FLOOR _;t ___ _..._� €��: � __ r f �,{ � 4� F O � I I �-4 ��2 ,-.- -- ---- ELEVATION 14. REFER TO STRIICTLIRAI ENGINEER FOR DETAIL FOR LATERAL � <br /> - , f I I I�___?�� _f I s._�_ I 1 I ��� {� I � I I� I P�-= 1�; �I I I I� ,�' ,• p °�o � � � �V 7�� ����' ----J �_---. CONSTRLICTIONS REQUIREMENTS. � <br /> ELFV. .2�E�.�?C�OC7 ELEVATION � '�� � �I I ���,� � I ��(I :-)I�� �I �I.1 �'I_� ;�I I� 1�- � �'� ;�-x �, � , T. Sll FLR - <br /> __ __. _,1�_�I, I� , ,, - �: . ` __ ����. �=�s.27o�°_r <br /> __________ ��I1=-1I_I,,,'E�--��;!Il��;==I 6` � �1 �IIi�=;-�I1i ,€�_�� 3E1 �I�1=��, � °`��� � � � . � � i�_o � __ , . - -- - <br /> __.._._._.... , _ - <br /> , _��_. <br /> �c�v. ?�a,voo�� -- I , - I 1 s ��[� € � �!__ ' � _; �_ � �-� u -�� � � � 3_,- 1 �.� 1�1�=�1��� i;I�=-��I 9�I I 1-�:���_ ��. . ��.ac�o�� <br /> I�[- <br /> ���v <br /> _____ �,� GI�� , i ��� ��1(� II�k,11� ��1�t� ��l(l---Ill=-'�E�__�� � ��= ��� �� I�l-,[1�EIE _;II--I1 =��� I , ��, � a� 4, ( g � � <br /> ._ ___ <br /> __ �;{ " _=i� :��'; ����--=������_-� � ���T==���-�`���� ; �� ��[��m���i � ���=����=���-=�������=��: '�_ /� �: � I'-6" i � <br /> _.. _ ___._ .._ _-- ��_��=i � ��_� ����� ..._ �� �i�� ��I ��3 .���, ��i _(� � �,_--���;���_� ����m._���_�C��__.I�����I-���. ;���, f . __ <br /> �c�r�. .��z.000v� � �- ��, -=I � ;�I 1:---§I I.�.�� ;!_ ,{I�- I I I:_-�I I, _I I -� �I I I.�_���I ,�,-:-=1 I�_=[l 1-=1�1-W-1 I I.��-I I 1--:.�I I 1=11 __---� � �; ��:�: � E.�. 6„SIM 3,_ , � � ���v. ?a.�.v�c��?� <br /> � ____. p :� ._._. � ._...... � ........,. � ,.�. ':� ; ^�� 7� . a�' �.. �. �� � ���,_._._______.._.._�.._..._..__.___./' <br /> �.-��-�.--..I� ����, 1 I� -�i 1-I�IF- ,l f I�E I� I I F� �� �(6-__I f 1-�-I I�---��[ ���___I I I--�1 I I..��I�1--. , �,� . . t g I . � w�` � � SOIL LEGEND Project Site: <br /> _.�_ _ _ _ _ _ <br /> � __ __r <br /> �`� --�-,1�-I����I�-�--���__-f I I I� I 1 I_-I_�I__�E I __�_ I�_I�I I�l, I I I I I I�f I.�� F�'�; a 1 1�P=1 I I���, -�,. � � _ ... ._� .. .... <br /> ��I I=1 I I�l i�;-�!I �1 I��� �I I__I E 1-1�I�I 1 i-!(I�i I I�I I E-:I k I��' .�` =_�-- = - E � � ���v. ��rc�.c�oc�o' _ 4 5 I 8 Sea hurst Ave. <br /> � � � <br /> ; =i I i�:�� _ I I�;-;�I I I � �I I 9�E�I�I I I__-I I 1=�f I[--I I��-I I ._.�m �l-==�-�W�" ��I I����i 1��I:=I:1=I§I� � : � i � �` --- -- -- <br /> i � <br /> �� _._ � �.�. -W-- .__�.�-.= � , -�. �,�-�� � � � . � s;' + x'` � - . _; NATl1RAL UNDISTURBED SOIL Everett, WA <br /> �,._..__ . <br /> � __ _ <br /> ___I"��° ,f,�I'[-_;�1�,1 (I,�, l{l�{ l I,I.:-�:.�I Im.�il_�I=[ [�I:.-�}:l I_I-E.��I�.1==�,I I�==,1 I 1-il I I I �i�I I�{�:;I I I�d��°�-==1��_��-f�I I 1;I I I��--�C 1=-1 f�-I� � � �,:: � $ ,,`,; � i. - _€ <br /> """'^„�`�4 ...��E.-� R 3,_.`_.j.R'i�� --r�i�--�--�i�;-€�€���S -�8�E��€�_.... ,_€_4 1�..v....��i'--- f�'--"��� ���i.,..`W:.I�4-'--���--r���--��������f__.__���- �.., t ��`� �..i�. �.G. x .' .'� s . i <br /> '�`�� TI I I;.-€I I.�I I I-�i I I�I��-��I I�I I 1;� _ I I(?���[.�I i l�l I���I���:I I 1�.-1 I i-.�-�I I-I I I�I I!��( ., � ��'`>��� 6 � � _ - ' �t�v. ���.v��c ; �, , <br /> � � � -1 I I=I I I-=f I 1�-1 G 1_-(I 3�1;I _ '- I I I -I I I��1 F�l I 1-=I[I_�(I;-1 I 1=I I I-==I 1 I��I I�!I 1� ;, � .� � i~�=r�I_I��'I I� _�-.: ,�4:; I = a� �����_. � �F A� �7��, BACKFILL CLEAN SOIL Building Department: <br /> ___ _ �. _ _ <br /> � � __ � _ � � =�---- __ __ _ .__ � � a�:.n�. :� �- --- � � : � - E.G. p`° ,���,.� ., �:;� y of Everett <br /> ���~��[�I I��-I I I__I I 1=-�I I l�;_I�__._I I._.I I I�:�I f-;l I_I�I I_��I I Im_i I 1�1 I.f__.I I I�!I I___I I I--I I I-__ ��r � I I��I I l�. 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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 <br /> � �� <br /> ��g � <br />