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<br /> 04" dia. MIN. HANDRAIL, ®;
<br /> /) NOTE: SPACING BETWEEN INTERMEDIATE '�`'- is
<br /> / CONTINUOUS FOR FULL 2x STUD WALL PER PLAN oiiil GUARDRAIL MEMBERS TO BE SUCH THAT ►�4 �I72:11)
<br /> o2x6 STUD WALL, LENGTH OF STAIR A SPHERE OF 4 dia. SHALL NOT PASS %%i� ;LW:
<br /> rHOUSE WRAP OVER SHEATHING PER PLAN ♦♦ , - ��FLASHING FLANGE BATT INSULATION ® (NOTE: HANDRAIL GRIP THROUGH ANY OPENING ���� ! U _ 0SIDING PER PLAN SIZE PER I.R.G. HOUSE WRAP :�:� ����' � :,1-i,
<br /> �16_3�� SIMPSON A35 EA. SIDE DOi� w.
<br /> 8311.7.8.3) OR L570 ON ONE SIDE ����� ������ Qu '�
<br /> lOp, HANDRAILS PER CORROSION RESISTANT o:�.4IM
<br /> �I 4 V\ zsYN
<br /> Z FLASHING PER I.R.G. 8311.7.8 (GALVANIZED) METAL LATH ••� ►W4 a
<br /> (2) #4 BARS MANUF. SPECS. 01 •�. : '�%%
<br /> 2x STUD WALL PER CONTINUOUS X 10! ALUSTERS TO CONFORM 1 ‘. TYPE "N" MORTAR JOINT ��� ADHERED STONE ,$ " • •
<br /> TO l��� VENEER ;
<br /> PLAN 4x WINDOW HEADER 312.3 001::
<br /> 4" CONCRETE SLAB OVER ��` I.R.G.O A AADHERED LIGHTWEIGHT STONE ��♦ . ►���
<br /> MUD-SILL ANCHOR 6 MIL. (BLACK) V.B. OVER I ♦ PER PLAN 0 - z cps
<br /> 7 ����di •��� •
<br /> VENEER STYLE PER PLAN � , :: .
<br /> ifj Ili
<br /> 36 MIN. STAIRWAY e. _-_1,1�� :. •����
<br /> FILL CAVITY Q �� • GONG. WALL .•-�-•.
<br /> BOLTS PER R-10 RIGID INSUL. OVER // m O WIDTH PER I.R.G. 311.1.1 TYPE "N" MORTAR PER PLAN ►i�i�ii' N o m o z:r°J w 0
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<br /> FOUNDATION PLAN 4" GRANULAR FILL TRIM PER T HEADER w/ R-10 w z _
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<br /> '' ' 1 ELEVATIONS RIGID INSULATION z PLAN �������� • F-oo_oco<w}-a,i-
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<br /> z MIN ►������ c=�v��owa�
<br /> ♦ 1 J = fA TREADAi TYPE ..N. MORTAR ��'� ' a Q C=a C)W o o Lt
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<br /> I1f _ o Sao icic���� '� I� L ��� / G.W.B. g CEILING 4 WALLS RESISTANT WEEP � ' li�i�i� d =wz _ ._ SEALANTo 0 0 0 0 0 o Ix TRIM EXTENDED N `� SCREENED _ . . .J} iQ,Q o
<br /> TRIM,
<br /> 416 �. I E3EYOND WALL o
<br /> (3) P.T. 2x 12 STRINGERS �,
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<br /> 'TYPE "N" i ��� WOm0�0'��paWv~i
<br /> �,\� \ \(\\/ ����\ \ \ \ FINISH r 40 NOTE: DELETE P.T. WHERE OKID BY 4" MINIMUM TO GRADE • . 1������
<br /> i \ \ \ ►� MORTAR JOINT d a z w
<br /> \ \ � \ \ \ \\\\ \\\� SHIM AS NEEDED \ BLDG INSPECTOR, USE NERVASTRAL 2" MINI MUM TO PAVEMENT ° �i�i�0 '°. N o
<br /> i \ \ \ P.T. 2x4 THRUST • . - ►00i� D z au)_,w o 1_- --cc
<br /> � �\�\�\�\ \ GONG. SLAB BARRIER BTW. STRINGER 4 SLAB a •O'Oi' o w-Uv)-.J=w p
<br /> /\�A�� �� \\ / 4 VARIES BLOCK w/ GALV. PER PLAN Y/ MINIMUM ABY. EXTERIOR • d °• :i�i�i4 d o zQg`-~ (_/_),T,Z
<br /> \, \ \\ ill
<br /> I6,d GONG. NAILS •�� d z3 o o
<br /> .� WINDOW PER PLAN / ,r' FIRE BLK G M I D-SPAN WALKING SURFACES , �������� a w J o o z z z
<br /> 6 I'-4" 6" 4 SCHEDULE g 6" O.G. Giles a, • ► NOTE: GREATEST AND ° . IA
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<br /> LEAST TREAD RISER
<br /> t\6'',_-,-'6••- \&oma o -\\-' o o-- \\�\-'. SHALL NOT VARY MORE WALL PER PLAN / /III ° . • •
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<br /> THAN %" (PER I.R.G.
<br /> THICKENED SLAB TYP2cf . IAI 1NDOIAl HEADED 30INTERIOR STA I t 8311.7.5.1 4 8311.7.5.2) ADHERES I GHTYIE I GHT VENQ.EER ADHERED LI GTYl GST VENEER 28 o
<br /> �SCALE: I" = I'-O" SCALE: NOT TO SCALE SCALE: " = 1 -O@ SLAB
<br /> SCALE: NOT TO SCALE SCALE: NOT TO SCALEQ z
<br /> SKYLIGHT SIZE PER ULU
<br /> U'l2v
<br /> .o
<br /> PLAN w/ 4" MIN. CURB LU H _
<br /> FLASHING AS > i. v
<br /> RECOMMENDED BY H-
<br /> MIANUF. (I LAYER OF 2x6 BUILT-UP 11'''''
<br /> LAMINATED GLASS @ CURB o.
<br /> 3 k
<br /> +12'-0" A.F.F. / 2 BATT INSULATION i
<br /> LAYERS TEMPERED PER PLAN
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<br /> GLASS @ -12'-0" A.F.F.)
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<br /> TRUSS BEYOND \% i.4111000.
<br /> 40 AO 2x4 INFILL FRAMING \\Tfr/tligrAlphi
<br /> 2x4 NAILERS
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<br /> /a G.W.B. * .4
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<br /> ow. TRUSS BEYOND ►�� � �
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<br /> :J3 SCALE: I" = 1'-0" �, ,
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<br /> DESIGNED BY: DATE:
<br /> CP 20ICt
<br /> DRAWN BY: DATE:
<br /> AG IO/17/Iq
<br /> PROJECT MANAGER:
<br /> CHARLES PATTON
<br /> REVISED BY: DATE:
<br /> LATERAL BY: DATE:
<br /> MEI 10/I/Iq
<br /> LATERAL JOB NUMBER:
<br /> •
<br /> 0Igi-4qq
<br /> -:!, '---. A4
<br /> ,, ,
<br /> AIS
<br /> ANW WOODINVILLE OFFICE
<br /> JOB NUMBER:
<br /> '0ISI
<br />
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