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, Deslgn Griteria: <br /> , 2015 Internatfonal Residential Code <br /> 2015 International Butlding Gode �2�_�p�� g�_2�� q.�_�" <br /> 2015 Constructlon Administratfve Code, <br /> adopted as a replacement of Chapter I of the I Godes 8WF' A BIUP A <br /> 2015 Ulashinc�ton State Energy Code WAC 51-II <br /> 2015 Washington State Ventflation and fndoor Air Qualfty Gode 3-O <br /> WAC 51-13 6x8 DF�2 <br /> r — — — — — — — — � <br /> Soil bearing assumed 1,500 psf <br /> Concrete to have a min, of 2,500 psi � I I � <br /> Rebar: "4 grade 40 � � 3 <br /> � I Monolithic Pooting I � <br /> Lumber: <br /> � <br /> Studs to be DF"2 2 x 6 studs � 16�� OC ' <br /> � <br /> Geiling joists DF�2 � � <br /> Rafters DF"2 <br /> Cxlu Lam Beams 24f V4 I I <br /> Neaders unless other wise called out DF"'2 I I <br /> Fasteners: I Pre Mfg roof trusses a 24" OC �:12 I <br /> For pressure treated wood should be ZM.4X I I <br /> hot-dipped galvanized l Cs185), st8inless steel _ <br /> or meet ASTM 153 rec�uirements I � Q <br /> � m _ <br /> I QI x ° ° <br /> `° o `n � <br /> I . �I �, <br /> � 16 x 8 Csarage door � <br /> �------------------------------------, <br /> Gorvent ridge venting � i <br /> Architectural asphalt shingles over 151b felt 115.15'< t I(e-�I I � , I <br /> � � � � <br /> 12 7/16"4'X8'OSB ROOF SHEATHING W/PLY-CLIPS ' <br /> � <br /> � 4 SOLID BLOCKING BETWEEN EACH TRUSS - � � I <br /> v � � <br /> 5/4"x 6"FASCIA `^ � � i � _ <br /> NG'D&PRE-MFG'D ROOF TRUSS @ ' ' � <br /> (brace per Mfg spec's) `n ����8��, I � i � cr� <br /> � Q I ' ' I <br /> SIMPSON H.1 TRUSS CLIP Ver�fy overhangs max. 16' � i � q <br /> DOUBLE TOP PLATE � I � 4 x 12 DF�2 corner to corner for Portal framinc� � I � <br /> DOUGLAS FIR HEADERS � L � — _ � — — — _ , — — — — � + J � <br /> (SEE FLOOR PLAN) � o 0 0 0 <br /> 5"reveal Hardieplank siding over � <br /> 2"X 6 DF#2 STUDS @ 16"O.C. Tyvek wrap on 7/16"OSB m P rtal framrng 16'-O" Portal Pra (ng <br /> �+ 1/2"DIAMETER BY 10"LON-G�j Nailed per Braced Wall Panel Schedule t� ��p ��p <br /> � ANCHOR BOLTS @ 48"O.C. _ ,� �� �� �Q� <br /> MIN.(1)BOLT WITHW 12"0�-- m � v� � v� <br /> END OF EACH PIECE n �� `� � � . <br /> W/1/4"x 3 x 3"GALV WASHER 6, ' �\ �\ 3� .�:'.; ,J ...:. ::_ -�:,, ., Y::..�� r ...,.., _,�.:�,�,:,�, <br /> 2 X 6 PrTrd Plat Q, Q�� °` q�" °` 9FER GR�UND� �EQUIRED <br /> 4"CONCRETE SLAB WITH � I'-II" 16'-2° � I�-n -�R N�C �50.50 <br /> FIBER MESH REINFORCEMENT � �,�v�;��^+-�'�p^, ;�t; �,��^e`�2�p�'��;3 <br /> �r � . . . <br /> 20'-0" <br /> CD ver ge EI 101.�o3' <br /> 6mil vfsqueen vapor barrier - FI001" plc�#'1 ����� - ��-��� <br /> O <br /> 3)#4 REBAR <br /> CONTINUOU �Z�� <br /> � , <br /> CROSS SECTION 1/4" = 1'-0" Philip Kirmser 3/22/1� <br /> 1332 E Marine View Dr <br /> Everett, W�4 98201 - _. \ <br /> � <br /> �' �' � <br /> � j l <br /> � <br />