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24'-0" 7'-0" 10'-0" 7'-0"
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<br /> 16'-0" 8'-0" BLK'G � 16" O.C. BTWN
<br /> TOP CHORDS OF GIRDER TOP PLATE � � a
<br /> 12" 6'-0° 12" & NEXT TRUSS TO SUPP. 9'-6" A.F.�. �n Z �
<br /> � 4x4 P.T. COL BC4 WALLS OF RAISED GABLE ��r�
<br /> TO BMI PB44 TO FTG LINE OF DECK ABV_ _ _ _ 24" EAVE OVERHAN�
<br /> 18" BLW GRADE TYP. 12 12 �, � — — — 18' GABLE 0/HANG � — - � — �7I 4� W �
<br /> 4x6 HF#2 P.T. � i \'S%p �Q / i / 7` �
<br /> , � . I � � � � o� Q
<br /> PROVIDE SOLID 8LK G �, � �, � � ,
<br /> 23" TYPICAL BTWN FLR JSTS � ALL � N o �� �� � � ( -- -- r - -- I a.
<br /> NLESS NOTED POINT LOADS FROM � _� _� m � � \ I I i i i i � I / I � M
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<br /> 2x 1 0 H F 2 � 1 9.2" � DBL JSTS ( � O NSULATEMANDUWEATHERSTRIP DOORP 12 N HEIGHT p � » � HIP JACKS � m w
<br /> I I R O O F T R U S S E S � 2 4 .C. 3 6 � 2 4 O.C. 8:1 2 I �
<br /> O.C. TYPICAL I � INSULATION DAM. 30" MINIMUM CLEAR HEADROOM.
<br /> I ^ ( PAT. CUT TO 23'-7" ;12 PI C (�� o w
<br /> DBL WOOD FLR �2 `r I I (CU MEMBER �R RM TRUSS) \ I
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<br /> � �- - - - - - - - C R A W L S P A C E P O S T S A N D B E A M S I I I I � I
<br /> N � �+- I � O POSTS TO BE 4x4 (4x6 MINIMUM AT BEAM � � .
<br /> . ^ SPLICES) UNLESS NOTED OTHERWISE. POST a I (U
<br /> o "' — — _ — _ _ _ _ _ d o BASES UP 8" �AINIMUM ABOVE CRAWL GRADE _ _ _ J L
<br /> � � � �,�, — � 6" � � OR USE PRESSURE TREATED. PROTECT L1NE OF ( z
<br /> ����
<br /> I �2% TOP OF SLAB 3" I UNTREATED POST BASE WITH TYPE 90 I I CL'G CNG �
<br /> � ROOFING. SECURE BASE WITH STRAP OR \ � \ I
<br /> "' OPTIONAL DOOR BLW TOP OF STEM "�Z ENGINEERED CONNECTOR EMBEDDED IN I GIRDERITRUSS ALIGN FACE OF
<br /> LOC. DEPRESS C�D BACK WALL � FOOTING PER INTERMEDIATE BEARING GIRDER WITH FACE OF W�LL � I \ F—
<br /> I STEM WA�L POUR SUPPORT DETAIL PROVIDE POSITIVE POST TO I (n
<br /> SLAB OVER � I BEAM AND BEAM TO JOISTS CONNECTIONS TO I SHADED WALLS ARE �I `� N
<br /> ' 7'-4" 8'-8" 3'- " RESIST UPLJFT AND LATERAL DISPLACEMENT. BR G FOR TRUSSES � \F`� � � z �
<br /> I LAP JOIST SPLICES 3 MINIMUM AND FACE ( I ��� I � I O �--
<br /> NAIL WITH 3-10d MINIMU�I. INSTALL SOLID p I SCISSOR iRUS ES � 24" O.C. �� \ I U �
<br /> BLOCKING BETWEEN JOISTS OVER EACH
<br /> w w INTERMEDIATE SUPPORT. 1�" MINIMUM `� ( 17'-0" PATTEIN 8:12 PITCH \ I,III I W �
<br /> CLEARANCE REQUIRED AT TOPS SIDES AND �
<br /> c� ( c� o ENDS OF UNTREATED WOOD GIRDERS � ` � cn
<br /> � o ` � Q ENTERING EX7ERIOR FOUNDATION WALLS. I $.1 0
<br /> I �x Q � W � � �, LAMINATE MULTIPLE JOISTS WITH 2 ROWS 16d I FULL HL STUDS WITH SLOPED I I �\� I � �
<br /> ' °p � � � � � � 16" O.C. STAGGERE0. DBL. TOP PL. � BOT. CHORD 0 I N
<br /> � I N � � F-a- I z z � `� I SCISSOR DO NOT BREAK STUDS� � � �o� ( �
<br /> N GARAGE _ �' Z � Y '� � ^ = CRAWL SPACE VENT. / R408 I � � IU � �'�°� I W
<br /> I 4" CONC SLAB m � � � I = � � 11 PROVIDE 207 SQ. IN. MINIMUM NET (1/300)
<br /> � I FILL & TAMP � m _ _ � I � m " INSTALL 3 8"x16" SCREENED VENTS X STRUCT. GABLE END �Q ,� a I �
<br /> SLOPE l�":1'-0" TO N I � _ � 75.4 SQ. 1N. NET FREE = 226 SQ. IN. I__ SCISSOR TRUSS `�` h, n
<br /> I I DOOR(S) � I cD 00 AT LEAST ONE VENT TO BE PLACED WITHIN _ i I m
<br /> 3' OF EACH CORNER OF THE BUILDING. ONE __� — �
<br /> q.g� SIDE OF THE BUILDING MAY HAVE NO VENTS. � _ i _ � _ _
<br /> I —�--- � �L 0 �
<br /> � 3 0 r� CRAWL ACCESS 18" GA E 0/HANG �- - - �_ _ � 2 4 E A V E
<br /> I ( — ��� �L 1 8"x 2 4" M I N I M U M T H R U F L O O R A C C E S S W/ T 1 G H T I
<br /> FlT WEATHERSTRIPPED INSULATED DOOR OR 16'
<br /> `� HEIGHT x 24° MINIM�UM THRU-WALL CRAWL � _ _ _ _ _ _ _ _ _ _ ` _ � �
<br /> � � ACCESS W/ DOOR. IF ANY PART IS BELOW
<br /> Q TOP OF SLAB 6" o I g^ • » • 12" �MVE 0/HANG �
<br /> ; o GRADE, PROVIDE A 16 x24" MINIMUM AREAWAY 2x8 �2HF RFiRS � 24 O.C. : �Z
<br /> � ,�"BLW TOP OF STEM � � � 5'-6� M ;� TO EXTEND BELOW THE OPENING THRESHOLD. 12:12 PITCH 2x4 �2HF CL'G GABLE END TRUSS 9'-6" PAT. � N�
<br /> N Q C�P BACK WALL - - - - - - - � JSTS � 24 O.C. 8:12 PITCH 12 EAVES ; I ; w N
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<br /> � 1 C O N T I N U O U S F O O T I N G o �a
<br /> '� — — . FOOTING SCHEDULE c.� X =�
<br /> - - - - - - - - - - - - � MARK HxWxD REINF. BAR N � "
<br /> i2S i. 4x4 P.T. COLUMN 00 W
<br /> : 125 i � �
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<br /> �� � CB44 TO 10x24x24 12 6x12x12 �
<br /> ' CONC. FTG (2)#4 EA 15 7x15x15 � �
<br /> ,.,���, 167�" �2 ' 16'-3" � � 16Y2' -T� ,� N o � ``'
<br /> WAY 18 BLW GRADE 18 8x18x18 N
<br /> 19'-0" 5'-0" 20 9x20x20 ,�, o z
<br /> , � 24 10x24x24 2 4 EA. WY. � � `�
<br /> 24-0 �'
<br /> 30 12x30x30 2 4 EA. WY. Q � �z
<br /> ��.:., - ----�3,f 12x36x36 3 4 EA. WY. � ►-�
<br /> «E���{,,sSfl���TEs,�S .. � R 0 0 F F R A M I N G P L A N S�A�E: Y» - ,�_on �
<br /> �3�i-z�z r►1 s�rrzEeT s.w. 4;$ 16x48x48 4 4 EA. WY.
<br /> e�rf�oNns,w�sso?c; 2 C x23 CONT 2 4 CONTIN. � °-�
<br /> STRkP ALL WOOD FORMS TRUSSES TO BE DESIGNED & MANUFACTURED PER ANSI TPI L DESIGN BY STATE LJCENSED ENGR. dc ��
<br /> (425)775-2793 i �
<br /> ---�{ MANUFACTURED AT APPROVED PLANT. SUBMIT TRUSS DESIGN DRAWINGS TO BUILDING OFFICIAL FOR
<br /> �O U N D A TI O N P LA N ' STRUCI'URt\L REVIEW PRI R TO BACKFILLING APPROVAL PRIOR TO INSTALLAl10N & SHIP DRAWINGS TO JOB SITE WITH TRUSSES. DESIGN DRAWINGS
<br /> SCALE: Y+" = 1'-0" ` � �r��►s orc��ti��i��c rt�s uE�rJ r�E�ir��v��r�oK TO INCLUDE ALL LOADS, LUMBER INFO., CONNECTIONS, HANGERS, PERMANENT REQ'D. 6RACING
<br /> t sraucrcrini.xLq��ixc,aer.���s o;,;Lv�FK•rfiE LOCATIONS, & RELATED INFORMATION AS SPECIFIED PER R802.10.1. TRUSSES TO BE BRACED TO
<br /> n�rrnct����e�rrr�z a:r�Uio�cALr�;i.nT�ta�s. PREVENT ROTATION �C TO PROVIDE LATERAL STABILITY PER TRUSS DESIGN DRAWINGS, BUILDING PLANS,
<br /> STICK FILL OVER TRUSSES W/ 2x4 & PER BUILDING LATERAL ENGINEERING. FIELD CUTS OR MODIFICATION OF TRUSSES NOT PERMITTED
<br /> �y,��� ��_� � HF#2 RAFTERS � 24"o.c, 4' MAX. WITHOUT ENGINEER'S CALCS. / DTLS. AND PRIOR APPROVAL BY THE BUILDING DEPARTI�IENT. BOTTOM �
<br /> JOQ�f.����, �� �A��. ��,�� �,b SPAN. POST DOWN 0 4'o.c. TO CHORD OF TRUSSES TO BE HELD OFF OF NON-BEARING INTERIOR WALLS W1�1-i SIMPSON STC ROOF
<br /> TRUSSES BELOW. STAGGER P05TS OF TRUSS CLIP OR EQUIVALENT. GABLE END TRUSS TO HAVE VERTICAL MEMBERS 24"o.c. FOR SIDIN�.
<br /> �o:ni� �o_tsGr:rs�anr:� ADJACENT RAFTERS TO ALT. TRUSSES. GABLE END TRUSS TO BE SHEATHED & NAILED PER WALL BELOW. g- ��
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