5222 EAST DR 2020 Plans 2022-12-02

I LU . . ' • 0 E w • (Upper Attic Ventilation Per R806.2 I _-_ II It IT- fl II II - II -II — II II Il • — — — — — — — — Attic Area SOFT 1609 II II II II II II II II II II II j I Attic Area SQ IN 231696 II II II II II II II II II II II Vent Area SO IN/300 772 II II . Upper Area 40-50% 309 to 1386 DECK JOISTS TO BE 2X10 PT AT 16" QC(MAX SPAN 12"-0") _. I I I I Number of Typ 7x7 Vents (36.75) 9 to 11 WITH 4X10 PT BEAM AT EDGE(MAX SPAN 8'-0") II I Lower Area to be provided by vented block at each truss AC AND AB CONNECTORS TO FOOTING, POST AND BEAM LIPIII II II I I I TRUSS MANUFACTURER TO SUPPLY DETAILED PLAN AND ENGINEERING FOR ROOF TRUSSES CI < 1 ("1� 12 > ATTIC VENTILATION: VENTED BLOCKING AND GABLE END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT FLOOR JOIST TO BE FLOOR JOIST SUPPLIER TO PROVIDE DETAILED OR LESS FROM THE PROPERTY LINE OR WHEN THE EAVE OR TYPICAL OVERHANG �I 8 T 1 '° PLAN AND ENGINEERING FOR FLOOR SYSTEM W I I 11 OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE. AT EAVES 18" D45 �4J 11 /ca T.�I �1 �� X OR ALTERNATE ENGINEERED FLOOR SYSTEM II II 1 - - - - - - - _ - - - _ LUS28 AT DECK JOISTS X (f • -_,1 - — 1— — ,- .,,\ „<,-'1,--.-,--,,-,.., R •-•\ I I r;'' f) I 1 ) 1 1 I I : , 1./...._____1 ill I J I I � ' � °°`) I I p �� , I I / —_ ,_ _ II-- - - = I Hi 11 II III \ H \ IT - -- \ _ __--) 11'--11 _. _ __ __ II 1 I IT I �: A j � I I 0 I I I� ,i III I I I1 -F I I / II l _I i�-i , � I IT- 1it ' °\ 11 I I — I I I - - - ] I .a - \ I = -� 1 -I 7 11 o � II MANUFACTURED TRUSSES AT 24" OC. - II DESIGNED AND ENGINEERED BY �\\ _ / I I I III l 1 i i 1 • II TRUSS MANUFACTURER. INSTALL I � I I I II 7I I 11- PER MFG SPECS. 5:12 PITCH TYPICAL. `T= - • I ® / �— 3 I I �J a i LLI \ / © L� SOLID BLOCKING 5 i ® ® _- II II I i I Ii J L _.-- II \ UNDER WALLI. /�� \ 5: 12 __ kl--- .1-1 ,- - ------,:-7 E 71"-- -7-Tr I / II � l pv\ j t -- lam. _9 11 `\ ��. T11 1 . _ - -_ - e- -1 r - i - -- - __ = ' =_ _v -r- - --- I- r _e _ �j -- in POI - — I RIDGE LINE OF VAULTED CEILING / II I II ° c�- Ity /�, /� —_- — __� P I _. �. - - — — 0 1 I \ II I S©LID BL©CKING3 - — I I • � �/ \ % �,� II I �I i I • _II II I OVER WALL (� I — - I 1 "� �� _ —, ® _ 1 H II H r_ - � iI I I ir — � I r III I c.+ — - �1 — 1 nr I I /J /� TYPICAL OVERHANG I I ®- — — �- 1 SOLID BLOCKING I �� ' V I I � 1 �• % ��®E� � � I ® - - - - --II I - -1= —"- - � _ _ = s T _ _ _ _ I I . L_ _ _ ___,, _ __I _ 7 _ ® — — -I I -v HHUS5.5l10 — ® ® II _ III i _ ._, _ _i _ \ W I I CANTILEVER STAIR ri- I I LANDING OUT 1'-U" I If I Z _l_. _I I II I I iI co t — _J GIRDER TRUSS /' G - 6 I I I i, 1 1 I l — I Diu u _ A \ / A i t /, _ _ — — , , r I \\ // III -n = If -=�1 = I I I I I I I \\ i,' 1— = — _ I I I I I \ l- , — - = - / III II II II II II I I I BEAM FLUS7 I WITH TOP OF JOISTS, I N \ _ — / II • _ I — _ III II II II II III ( \ II = r — �� II II It I i 1 • BLOCKED COMMON TRUSS_ _—_ - _____-_--_- _ -___-___-_-_- __ _ _- --__ _ _-_ DECK JOISTS TO BE 2X8 PT AT 16' OC(MAX SPAN 8'-0") I WITH 4X10 PT BEAM AT EDGE (MAX SPAN 8' 0") IIF - 5: 12 F 5: 12 1 `t. _ Ua I BLOCKED COMMON TRUSSI - - -- — AC AND AB CONNECTORS TO FOOTING, POST AND BEAM -< > LL Il = ll_ 11 � � - E, ROOF PLAN UPPER FLOOR _ _ — — - SCALE 1/4"7-1 FT ,SYMBOL FRAMING MEMBER FRAMING 0 - I - - A 5 1!4 X 11 7/8 2.0E PSL SCALE /41 -`� FT B 51/8X101/2GIB24FV4 - - - - C 3 1/2 X 11 7/8 2.0E PSL ' — — - D 51/4X11 7/8 2.0E PSL — � — _ E 4X12DF#2 F 5 1/8 X 13 1/2 GLB 24F V4 ' - - - - G 51/8X161/2GL€B24FV4 H 5 1/4 X 11 7/8 2,0E PSL 0 : ` I 1 3/4 X 11 7/8 LVL 2.0E J 1 3/4 X 11 7/8 LVL 2.0E K 51/8X9GLB24FV4 re ti. EVE . . L 3 8 1 1 V c r Y 0 f�","J a P I � f� . N 4X88DF2 LB24FV4 ,� �� ) y O 4X10 DFk2 DATA: UPSTATE ENGINEERING ` 3/11/2020 PO BOX 952 - - i ' LYNNWOOD, WA 98046 I ��® ��. 206-280-4715 _. STRUCTURAL REVIEW € THIS DRAWING HAS BEEN f 2388 REVIEWED FOR STRUCTURAL REQUIREMENTS ONLY PER THE ATTACHED LETTER/CALCULATIONS PROVIDED BY THIS OFFICE_ E SHEET: REVIEWED BY: an I DATE: 3tI1/L© ,SOD#1166