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<br /> �4 18 24 ,��6 MOLINA HOME
<br /> � ' �ESIGNS
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<br /> �°Xi4�� SGREENED �g� �y , i� 2229 119TH ST.
<br /> �� � Lk Stevens, WA 98258
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<br /> � � � � � 206 419-6518
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<br /> , 4�� GRANULAR FILL � � FOUNDATION VENTILATION �
<br /> , I SLOPE 4" TO O.H. DOORS I � ry
<br /> I I � tV Crawlspace Area: 1061 s.f. �
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<br /> 3 -6 3 -(9 2 -O 2 -6 , � � , Ventilation Required: 1061 s.f./300= 509.28 s.i. Req'd
<br /> � I , Use: 74"x 7" Foundation Vents I �
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<br /> _ I � _ Vent Area= 98 s.i. -25/o reduct.,1/4"mesh= 73.5 s.i.
<br /> - � � � � Vents Required= 509.28 s.i.!Vent Area= 6.93 s.i.
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<br /> � -, , I J I J Provide: 7 14"x 7" Vents, Area= 514.5 s.i. - - - -- - — -- - -- -
<br /> � _-: _ -- �__ - - _J -__� ' I � � � Ventilation Provided= 514.50 s.i. is Greater than 509.28 s.i. Re 'd - . _ _ � ^ I
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<br /> I _6 I,_O„ � � Use: 7 14"x 7" Foundation Vents �
<br /> � *FOUNDATION VENTS SHALL NOT INTERFEFtE W ITH DIRECT LOAD PATH OF COLUMNS
<br /> 2�-F�� 3�-O�� 3�-O�� 4�'O�� , � I I *INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER
<br /> � � � *LOCATE ONE VENT W iTHiN 3 FEEf OF EACH CORNER OF THE BUILDING,IXCEPT ONE SIDE
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<br /> ' OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTS.
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<br /> r O 36 D{AMETER X 12" THIGK GONG. FOOTIKG ,
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<br /> WITH 3 - �4 BARS E.W.
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<br /> r_ _� � _ � P05T 8 GONNEGTI ON PER PLAN � ` l
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<br /> s I I I I ; ; 30"X30"X 12° THIGK GONG. FOOTING ^ . W
<br /> WITH (4) - #4 BARS E.W. �
<br /> ` 30 L 30 � � � P05T 8 GONNEGTION PER PLf�N � T��yM s� �.�", '"x��A t�',�•;
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<br /> � ' �4" DIAMETER X 8" THIGK GONG. FOOTING - 2 =
<br /> I I'-O" 4'-O" I6'-3" R.O. ■ WITH 2 - #4 BARS E.W. STF� 'C.�t1E' ��.�cr�'I�.�i �
<br /> P05T 8 GONNEGTION PER PLAN � '
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<br /> I'-10 I/2" 18" DIAMETER X 8" THIGK GONG. FOOTING � r :.��rr�p���r.��,-�xita=.�'�t.�r!�7*•fi �i
<br /> O WITH 2 - #4 BARS E.W. _._ _______:_-,
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<br /> t5,_��� 2O�_p�� 18 P05T 8 GONNEGTION PER PLAN ��� �J
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<br /> 2X6 P.T. TOP RAIL Q
<br /> �� I O � �#� �� U�E55 NOTED OT ERWSE�S ARE SW-I � IX4 P.T. EaGH 51DE
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<br /> � O.� �� �X2 P.T. PIGKETS SGALE: I/4" = I'-O" � �
<br /> SGALE: I/4" = I'-O" 5EE S-"X" SHEETS FOR STRUGTURAL Z � 5 3/8"O.G.
<br /> AND ENGINEERING � ��001� ���M(�� �OT�S: �
<br /> �X4 P.T. EAGH 51DE �
<br /> �O�J1�lD�TlOi�l 1�tOT�S: m 4X4 P.T. POST I. GONTRAGTOR SHALL VERIFY ALL NOTES, DIMEN510N5 � GONDITIONS �
<br /> I. GONTRAGTOR SHALL �/ERIFY ALL NOTES, DIMEN510N5 d GONDITIONS PRIOR TO GONSTRUGTION. � o
<br /> P R IO R T O G O N S T R U G T I O N. ������ �C���I�'T' }„{������� 2X4 P.T. SPAGED DEGKING 2. ALL FLOOR JOISTS TO BE 2x12 HF#2 � I6" ON GENTER UNLE55 NOTED �' �
<br /> �. ALL FOOTINGS 70 REST ON UNDISTURBED 501L. � � Q OTHERWISE (U.N.O.) Q
<br /> R TR AT D. • � � ���"f`'� 3. ALL BEAMS 8 HEAD�RS TO BE 4x10 DF#2 � 2x4 WALLS 8 bx8 DF#2 C� � _ �
<br /> 3. A�L W O O D I N G O N T A G T W I T H G O N G R E T E T O B E P R E 5 5 U E E E S Y M B O L H O L D O W N T Y P E A N D A M O U N T S '
<br /> �, �xb WALLS U.N.O. � �
<br /> 4. INSTALL SIMPSON GONG. TO WOOD HOLDOWNS I-I/2" FROM GORNERS � �X P,T. o � �� `' ���C'��`' 4. PRO�/IDE SOLID BLOGKING OVER SUPPORTS. z
<br /> W I N D O W R O U G H O P E N I N G S, A L 5 0 S E E M A N U F. S P E G S. T-� � P.T. B L O G K I N G � - ,
<br /> 5. ALL FASTENERS AND PENETRATORS TO PRESSURE TREATED MATERIAL TO �,x, 51MPSON 5THD 1 4/1 4 R J (6) T O T A L. ; �1 i' , � 5. PROVIDE FIRE BLOG KI NG � A L L P L U M B I N G P E N E T R A T I O N S. O � �
<br /> BE ZMAX HOT-DIPPED GALV. OR STAINLE55 STEEL OR MEET A5TM153 6. WINDOW HERDERS � "I'-10" ABOVE PINISHED FLOOR � MAIN FLODR U.N.O.
<br /> REQUIREMEN75. (2) I/�"x5 I/2" P.T. BEAM : WINDOW HEADERS � b'-10" P�BOVE PINISHED FLOOR � UPPER FLOOR U.N.O. �
<br /> 6. 2,000 P.S.F. A55UMED SOIL BEARING GAPAGI7Y SHALL BE VERIFIED IN GARRAGE BOLTS PER PLAN �. BEARING WALLS ARE SHADED. � z �
<br /> FIELD. T H R U J O I S T 8 P O S T 5/8"x 5" L A G S G R E W S 8. P L U M B I N G A N D M E G H A N I G A L F I X T U R E S A R E DA SHED. �
<br /> '1. ALL WALLS SUPPORTING TWO FLOORS P.ND A ROOF TO BE 2 X 6 P.T. DEGK J015T PER PLAN THROUGH P.T. LEDGER q. ■ INDIGATES POINT LOAD SUPPORTED BY (�) 5TUD5, U.N.O. DESIGNED/DRAWN BY:
<br /> GONSTRUGTION INTO RIM JST. � I6" O.G. 10. ALL WOOD IN GONTAGT WITH GONGRETE TO BE PRE55URE TREATED.
<br /> 8. �= GENTERLINE OF OBJEGT POST GAP PER PLAN I I. SEE SHEET AI FOR ADDITIONAL NOTES.
<br /> 150LATED FOOTING P.T. P05T PER PLAN AM pL 64 2O T ,
<br /> PER PLAN
<br /> POST BASE PER PLAN
<br /> :I I I=I I I=I I I=I .° ��.. :alIlf . �.a.. I I=I I I=I I IuI I REVISED BY:
<br /> � e . • �� �•,'Y', ,e ^.. ,
<br /> I—I I I—I I I—I I I : .� � . a I I I—I I I—I I I= SeE 5-"X" SHEE�rS FOR STRu��ruRAL
<br /> 'I I I—I I I—!I I—I .:. . ' '. '.' �' '' I I—I I I—I I I=� � AND �NGIr�EERING
<br /> -���-iii . a. . iii ���
<br /> .
<br /> SGALE : I" = I'-O"
<br /> NOTE TO P�LL SUBGONTRAGTORS:
<br /> ( I��G'K IF ANY PAGE(5) IN THIS SET OF "�"
<br /> PLANS HA5 GONFLIGTING OR
<br /> GONFUSING INFORMATION - GONTAGT
<br /> JOE 1'�(OLINA IMMEDIp.TELY �
<br />
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