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<br /> �(� ARCHITECTURAL COMPOSITIt�N RDOFTNG,
<br /> INSTALL PER. MFR. SPEC.
<br /> . 15# FELT � � VIEW �IDCE ADDITION
<br /> 7i16" APA RATED SHEATHING (32/16) w/ � i ����� ���
<br /> �2 8d @ 6" o.c. @ EDGE & 10" o.c, @ FIELD ARCHITECTURAL COMPOSITION ROOFING, INSTALL PER. MFR, SPEC.
<br /> ---ISEE PLANS 15# FELT „
<br /> SIMPSON H1 CLIP TRUSS TO PLATE 1/2 APA RATED SHEATHING (24/16} (1/2 CCX @ EAVE)
<br /> R-38 INSULATION - MAINTAIN 1" AIR SPACE EXTEND wJ 8d @ b" o.c. & 12" o.c. FIELD OR PER STRUCTIJRAL IN�4. �
<br /> � �' �:���`� WIND �AFFLE 12" VERTICALLY ABOVE INSULATION RAFTERS PER ROOF PIAN
<br /> �1/� �( � 5/8" GWB SIMPSON H1 CLIP TRUSS TO PLATE - -
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<br /> 1x8 FASCIA ( 2 X 10 @ FRONT GABLES ) WIND BAFFLE 12" VERTICALLY ABOVE INSULAT�ON
<br /> ' 26 GA. MTL GUTTER ��g�� GWg
<br /> " 2x4 TRUSS - DESIGN BY WASHINGTON STATE LIC. ENGINEER — EAVE W/ 2x VENT BLOCK
<br /> lx8 FASCIA
<br /> �2 26 GA. MTL GUTTER
<br /> �- 1$" —14 TI��I�AL W�LL
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<br /> � - �P.L��L WAL� ��'�. MOISTURE BARRIER - TYVEK OR EQ � j 5'
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<br /> W SIDING PER ELEVATIONS $d @ 6" o.c. @ EDGE 10" o.c. @ FIEL, �
<br /> w MQISTURE BARRIER - IYVEK OR EQ CONSULT SHEAR WALL SCHEDU�E�
<br /> � 7/16" APA RATED SHEATHING (24/0) NAIL �}� I�L � PERELEV 4x8 HF #2 HEADER P NQ�W� 2'$'RIG D INSUL. INT. l�-�0 c
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<br /> � CONSULT SHEAR WALL SCHEDULE�� �' '✓ WINDOWS PER 2009�IRC - SEAL &IN5ULATE
<br /> ��`�`°�''�''���'� � (2) 2x6 PLATES - LAP SPLICES�4$"'MIN �;+�� � 2x6 STUDS @ 16 O.C. - FIREBLOCK IF > 10'-0"
<br /> f 4x8 HF #2 HEADER (UNO)'1N/ 2" RIGID INSUL. @ INT.`�.-ic7 � SJ�' 2x6 SILL W/ CONT. CAULK.
<br /> / 1 '�-' � ��� --� F�-21 INSUI..AT1�N - VAPOR RETARDER
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<br /> � _ � 2x6 STUDS @ 16 O.C. - FIREBLOCK IF > 10'-0" ��z" �WB�
<br /> 2x6 SILL W/ CONT. CAULK.
<br /> R-21 INSULATION - VAPOR RETARDER � �YPI�AL �L��R.
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<br /> Ll.I 2.The Desi{�efs InsW me�t of Pr�essional Senice.
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<br /> � 3/4" T&G APA RATED SHEATHING (4$/24)- GLUE & NAIL w CONT. RIM JOIST (W/ R-30 INSUL. @ WALL) P���anyWFieruseorreprodudion.
<br /> a �,+ 1 w/ 8d @ 6" O.C. EDGE & 10" O.C. FIELD v 5 8" GWB. UPPER FLOOR R-30 LOWER FLOOR �" '
<br /> ` 5i8" TYPE "x" GWB. JfJiST PER PLAN - BLOCK @ SUPPORT5 � � � MARK DATE � DESGRIPTION
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<br /> �-'-' ��°'''`-''`"-'��"`'��'"'`�'``' �'``� � �PI��L ���N���1�1 V �� ANCHOR BOLTS: 5EE BRACED WALL DETAILS --�
<br /> � � MIN. 5/$" dia.X 10" w/ 3"x3"x1J4" GALV. WASHER -- �
<br /> P.T. 2x6 SILL PLATE � � — T � � , � - � @ 24" o.c. MIN. NOT LESS THAN 4 1/2° �- �
<br /> 4" CONC. SLAB W/ � ANCHOR BOLTS: � 1 � BUT w/ IN 12" OF SILL END -EMBED �� �
<br /> � COMP. BASE & 6" PER STRUCTURAL ENGINEER SCHEDULE I I � I CONSULT STRUCTURAL SPECS AND DETAILS
<br /> 6 MIL. POLY � � � MIN, MIN. 1/2" dia. w/ 3"x3"xi/4" PLATE WASHER I ���}�� � . AS SHOWN ON SHEETS S-1.0 & S-1.1 �
<br /> ( � @ 48" o.c. MIN. NOT LESS THAN 4 1/2" i � .�i � " PROJECiNUMBER: �1628
<br /> { BUT w/ IN 12" OF SILL END -EMBED 7° fi-- � � .a�. °�' APPROVEDBY: �
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<br /> i °°°� FOOTINGS ON UNDISTURBED 1500 PSF SOIL Q • �°°��° SCAB POST TO STRINGER Q
<br /> � 3" 6�� 3" � 4" dia. PERF DRATN IN PEA GRAVEL � � _ _ � i � � FO�TINGS ON UNDISTURBED 1500 PSF SOIL
<br /> A I �2 I I " 8" " I 4° DIA. PERF DRAIN IN CLASS II ROCK COVER TYPICAL WALL A
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<br /> FOR FOUNDATION DETAILS FOR FOUNDATION DETAILS �-� ��� .,,, �,.
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<br /> SCALE. 1/2 — 1 0 SCALE. 1/2 — 1 0
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