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1929 HOWARD AVE 2016-01-01 MF Import
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1929 HOWARD AVE 2016-01-01 MF Import
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Last modified
2/18/2017 1:27:15 PM
Creation date
2/18/2017 1:27:02 PM
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Address Document
Street Name
HOWARD AVE
Street Number
1929
Imported From Microfiche
Yes
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,�>' wo atvuc�nsut ma; <br /> .G Y — <br /> ,�; s <br /> ''� NOTES: <br /> ` \�i 1. COOES: 2003 WTERNATIONAL BUILDING CODE <br /> _ � <br /> c ��`, <br /> �k,� 4�X4'X4" 2. DESIGN LOADS: <br /> � CONC.PAD ROOF LNE LOAD (SNOW) = 25 PSF <br /> ZO�-O�� SOIL� BEARING PR S�URE B, = 2000PPSF <br /> �O�-O �O�-O�� SEISlAIC DESIGN CATEGORY D <br /> 3. LU�ABER <br /> 4X6 POSTS : HEM FIR #2 � d o <br /> DOW SPOUT PURLINS : DF-L �2 w � <br /> 5�-Q° STUDS : Df-L #2 � N <br /> — RAFfERS : DF-L �J2 O Q p� <br /> — — — — — — — — — — — — — — - <br /> r 4p3p 3psg , � 4. TREATED LUMBER: ALL LUMBER WITH GROUND CONTACT SHALL (� 0 � <br />' � BE PRESSURE TREATFD WITH CCA � � <br /> I -- — — — — — — — E- — — — — — — I � POSTS: .60 PCF REfENTION �J Q Q <br /> I I SINGLE TRUSS CLEATS & SKIRT BOARDS: .40 PCf REfENTION � � � <br /> �9'-4" CLEAR---L- z � <br /> _ I I HEIGHT xt PLACE � 5. CONCRETE: 5 SACK CEMENT PER CUBIC YARD OF CONCREf� F'c Q <br /> � I I I SERIES 94 I I = z�500 PSI � 28 DAYS = � <br /> ^ I I 43" ROUGH o I I 6. ALL FOOTINGS SHALL BEAR ON UNDlSTURBED NATIVE FIRM SOIL z � � <br /> � OPENING o WITH MIN. BEARING CAPACITY OF 2,000 PSF AND LATERAL BFARING Q �� <br /> I � I I � I CAPACITY OF 150 PSF. BUILDER TO VERIFY SOIL CONDITIONS PRIOR w <br /> I � I '� I � I ' TO CONSTRUCTION � C�� � ' � <br /> � � — — — � RIDGE — — — � I� ^ m `- W � <br /> F_ � <br /> 7. ROOFING 30 YR COMPOSITE ROOFING OVER 15� FELT OVER 1/2" , F � c <br /> � � o � � C-DX PLYWOOD OVER 2X6 PURLIN5 � 24" O.C. ! ` = � <br /> I N I 14'X20�X4" THICK � I N I '- SIDING: B" EXPOSED CEMENT FIBFR lAP-SIDING OVER 7� PAPER ' � ` s <br /> I I CONCRETE SLAB _ x I I OVER 7./16" OSB OVER 2X6 VERTICP.L FRAMING � 24" O.C. � <br /> I I W�FIBERMESH I I � I I <br /> 8. TRUSSES SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE <br /> I I I I I I N STATE OF WASHINGTON <br /> I I � � COLOR: <br /> I I � 2x6 PURLINS I ^ DO � � o <br /> �24" O.C. � � ROOF: � m o <br /> I L - - - - - - - - - - - - - - - - - - J I � RIDGE CAP: �` �� z N� <br /> SIDING: UNPAINTED LAP-SIDING ��, t � - xc <br /> I TRIM: UNPAINTED CEDAR TRIM �",�q,°F �'��`�'� v� �.o N <br /> � - - - - - - - - -- - - - - - - - - - - - - � . ��o <br /> DOORS: W 3�M <br /> -(1) 3069 STEEL INSULATED SERIES 54 DOORS ,ti �� � v��� <br /> ,q -(1) 10'XB' NON--INSULATED RAISED PANEI OVERHEAD DOOR 'po F zcn m <br /> 2 �,s.�,�fe� G� � o¢�, <br /> u �3� <br /> � 18" OVERHANG DOWNSPOUT WINDOWS: `rf�NAL � � �w�;� <br /> ALL SIDES � ra� <br /> -(1) 4030 VINYL FRAMED X-0 WIPlUOW cuZ <br /> FLQOR & ROOF FRAMING PLAN E%PIRES iz 2s o� � �o <br /> � �� <br /> A <br /> �/a" = i'—o„ <br /> — W <br /> POSTS: � 4X6 ROUGH SAWN PRESSURE TREATED POST W/18"0 x 36" DEEP CONC FTG <br /> � 4X6 ROUGH SAWN PRESSURE TREATED POST W/18"� x 3'-0" DEEP CONC FTG <br /> �c�� 7204 <br /> - ,>�,F >> s os _ � � <br /> , <br /> p0.A\\N PT�. I��n I <br /> / <br /> ��� 7204-1 ,� ��%� <br /> r <br /> ,tt <br /> �t ,. e <br /> `4{ <br /> ef <br /> 't <br /> 4 <br /> S <br /> _ — -- - . <br /> , _ <br />
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