10412 ROSEWOOD AVE 2010 Plans 2022-11-29

24'-0" � 16'-0" 8'-0" � a �2y 6�-�° �2� � � tr) 4x4 P.T. COL 8C4 � ��. TO BM PB44 TO FTG LINE OF DECK ABV_ 18" BLW 6RADE TYP. 12 12 N 17'-0° 7�--0" � � �r,7j � 4x6 HF#2 P.T. - - - .._._. � � �I" � 16" 5'-0" 2'_3• 2�_6" 2'-3" •.� PROVIDE SOLID BLK'G ~ � � BTWN FLR JSTS � ALL '- � � a� v, a c� �' _.I 23 TYPICAL Icn N o �� z � 18� (le UNLESS NOTED POINT LOADS FROM � �� _� m � � . FLOORS ABV = �- � o �n _ _ _ _ _ _ 24 EAVE OVERHANG _ � (� r� �� 7"-� �y� � � `�°' � w W w � � m _ — — — _ — — — — — — — — — — T ____W� _� �.� O �ry � r� �L � I � _��___ ��. � I I � �:; � Q � — — — — `° `� � � - — --— ---—� �� 17c� � � o � — � � ° � �w � c� � 1Z ,— � t H� `D � � O O ��-.�� _��_��._. ..._ � �. � � � I $'-� 8-7" � 7-5 ;�, "' I — P I >-Z I � I C) c� 0 _ � � �� OPEN OVERFRAMED LLl w `� I � R � `i � - - __ � I 1 GABLE TO MAIN ATT1C � w �' . ( '"� � ,[ Il �c�\ �� IfI I� - SPACE FOR VENTILAT10N � O � � I R . "' � STRUCT. GABLE END TRUSS � �� I sZ \ I � �— - I = � �; ^N I I I � I � I N �' � I TOP OF WINOOW UNDER � I �� I - =- o W W �..t ui Z�� 18 � I 3 I � �I 3� \ � ( I I � I `n �'" d I U ¢a'�z �� I �, m •� D B L T O P P L O F D O R M E R i I u o� � � I-�_-- � � W cn I G1- �'w�� d' I �� I `n ROOF TRUSSES � 24" O.C. I � ^ i ii �I �� I III i � ----- ( � � � -�g� '� O I � 5-0 PATTERN 8:12 PITCH I I i� ~ � I I — I � � � �'Z�� O � I I 12" GABLE, EAVE 0/HANGS I i ll ( � �- -- � O � I 3 � o, � ��`�i�c�n �� I � 70P PLATE � � � � - - - I- JI I - � I � U t- � ( 'CC ??°'�Z + `D N I 12'-0" A.F.F. � - �. LIGHT GIRDER 1RUSSES I ` I SIM \ I III 36'-0" PATTERN 4:12 � ��=o � U � z o � L � e e �oM f'7 U oo� � � � cv � I cD I � i ', �I n � � � 3�`" '� PITCH. INSTALL BLK'G �� N � » N FALSE DOR�IER FRAMED ON � 61RDER USS 36-0 �v/.�y BTWN TOP CHORDS � � � ��g � `�' 3-10 `� TOP OF ROOF SURFACE. ' PATTER 4:12 PITCH �� DORMER WALLS. � I OPEN TO MAIN ATTIC SPACE � � '� I � �� \ / � � o 0 �� I I FOR VENT1LATlON I --"—"'- J, I I I I o o�o ' — ATTIC ACCESS PER R807.1 ¢ ��a ¢ � � � ` DBL JSTS I � `�' � I O 22"x30" MINIMUM ROUGH FRAMED � I � w �_� '`"� I� o � o� 2 x 1 0 H f 2 � 1 9.2 �n O P E N I N G.y I N S U L A T E A N D W E A T H E R S T R I P o I o>- � g I I I I� � m vwi O.C. TYPICAL � � � I DOOR. t2 HEIGHT INSULATION DAM. _ � � N w _ � I 30" MINIMIUM CLEAR HEADR00�1. � � �� \ I � <r � I 8 I �/ I � o � - - - 12 � M c� I `I'= � m� I O I I c� o � DBL WOOD FLR_ z — — — � I I `�' ` W"�! � c`�n �---� RIDGE �, , . � CRAWL SPACE POSTS AND BEAMS � _ �. .�,, _ i _ _ � � � �r.. N I �+- ( �O POSTS TO BE 4x4 (4x6 MINIMUM AT BEAM �„ �'' � � /� , . r I SPLICES) UNLESS NOTED OTHERWISE. POST I v � N � � / � �\ � I - U ` `� — T — ` o BASES UP 8" �IINIMUM ABOVE CRAWL GRADE � �- a o m I � � �� 6" � OR USE PRESSURE TREATED. PROTEC7 � � � � ( � � j i �:2 TOP OF SLAB 3" � M — � `t UNTREATED POST BASE WITH TYPE 90 I � � � II) `" OPTIONAL DOOR BLW TOP OF STEM ROOFING. SECURE BASE WIT}i STRAP OR � a � / I \ SKEWED VALLEY � Z E N G I N E E R E D C O N N E C T O R E M B E D D E D I N I o �- / \ �� I • LOC. DEPRESS C� BACK WALL ' � FOOIING PER INTERMEDIATE BEARING � �� I ��I.�'��, I-- I STEM WALL POUR � I SUPPORT DETAIL PROVIDE POSIIIVE POST TO I ( ''' � � / \ I I � SLAB OVER BEAM AND BEAM TO JOISTS CONNECTIONS TO �� TOP PLATE � v, I 7'-4" __F.3'-8" 3'- " ( RESIST UPlJFT AND LATERAL DISPLACEMENT. LINE OF � 12'-0" A.F.F. � Q LAP JOIST SPLICES 3` MINIMU�1 AND FACE z o W � f-- o,-o CL G CHG I FRAME WALL W/R-21 � NAIL WITH 3-1Dd �11NIMU�1. INSTALL SOLID o / GIRDER USS ALI6N \ INSUL. ON TOP CHORD (� w I BLOCKIN6 BETWEEN JOISTS OVER EACH �N�I I FACE 0� GIRDER WITH OF LIGH7 GIRDER TRUSS a INTER�1EDIATE SUPPORT. 1�" MINI�AUM ~_� FACE 0 WALL � I � ( INSTALL R-21 INSUL IN o I w CLEARANCE REQUIRED AT TOPS, SIDES AND ��m � o / �, \ s � _ _ - WEBS OF LIGHT GIRDERS W I J U I o p ENDS OF UNTREATED WOOD GIRDERS J��I I �c�'�j� �I� ��``� __,� �-II^-�_ ' _ _�-li_ U� � � ¢ EN1ERING EXTERIOR FOUNDATION WALLS. �i Q- i-- I � ( I m w Y��I I � ?I� �-� _ � � � ll OPEN TO C� �.� ( � � o � � o LA�IINATE MUL7IPLE JOISTS WITH 2 ROWS 16d �IN�a / � \ � I o l I ? BEL(7W ---- � 16" O.C. STA6GERE0. a. � - - � �/ L�i � '- � � z Z :d- '`'" o "I I , SCISSOR TRUSSES � 24" O.C. J �'- I -- i I� I o `" G A R A G E � � U w � � ^ F N 17'-0" PATTERN 8:12 PITCH , - � � � � Z � � CRAWL SPACE VENT. / R408 , I I � � -- -r �l- -- � I "' W 4" CONC SLAB m � � J I s � �i � � PROVIDE 207 SQ. IN. MINIMUM NET (1/300) � � I � � �' -" FILL & TAMP � Q i- m r' IhSTALL 3 8'x16" SCREENED VENTS X � � _� � � ROOF TRU ES � 24" O.C. � � � � x 75.4 5Q. IN. NET FREE = 226 SQ. IN. w - r � i V I 5'-0" PA RN 8:12 PITCH �..I m - t�. I a( I BLK'G � 16" O.C. I SLOPE J�":1'-0" TO I � BTNM TOP CHORDS � �r . DOOR S � � �° 00 ` ¢ �1 12 GABLE, EAVE 0/HANGS O � AT LEAST ONE VENT TO BE PLACED WITHIN oo U/DORMER WALLS w = -_ =i _ I� ( I 3' OF EACH CORNER OF THE BUILDING. ONE �I I � FULL HT. STUDS WITH SLOPE� � - SIDE OF THE BUILDING MAY HAVE NO VENTS. DBL. TOP PL. � BOT. CHORD OF d o �J 48� / SCISSOR DO NOT BREAK STUpS. \ � �� -- �` STRUCI:o 8LE END TRUSS � � � I �30 CRAWL ACCESS I I I 2x4 #2HF RF�xS 18" �'--b" 1a" � � I I _ `-�� R � Z FlTxWEA7}iE STRIP EOUI S�ATED DOOR OR 16HT I I STR S0� GABLE END I . 24"LO.C.S12:1�2 - --- I SCI TRUSS "' HEIGHT x 24" MINIMUM THRU-WALL CRAWL -- � i 18» EAV � TOP OF WiNDOW UNDER DBL ACCESS W/ DOOR. IF ANY PART IS BELOW o � TOP OF SLAB 6�� o � 6" � o GRADE, PROVIDE A 16"x24" �11NIMUM AREAWAY � � � -�---� I TOP PL. OF DORMER �•. �� � BLW TOP OF STEM � � � ' `� � TO EXTEND BELOW THE OPENING THRESHOLD. � - v - _-- ' � � „ � 'Q �o r �C�➢ BACK WALL - - - - - - - � 5'-6 M d - - „ - - -+-- -_ - - �j 24 AVE � `�� ' �_ W 18 GABLE OVERHANG � � � �? � .� � CONTINUOUS FOOTING �0 12 EAVE � � �a - - - - - - - - - - - - - FOOTINGSCHEDULE - - - � �- �-� 0 0 � x � �,y� � �'�SVd ' ► 4x4 P.T. COLUMN MARK HxWxD REINF. BAR � — — — — — 2 2 PIC — — — — �-��I `` Q� N �� 5 5 CB44 TO 1Ox24x24 �2 6x12x12 GABLE END TRUSS & �5» 2��6n 15" � :-��,? '��, , . `�'2 "r 2 CONC. FTG (2)#4 EA 15 7x15x15 COMM1oN TRUSS 19'-0" TOP OF WINDOW � 4'-0' ---- � � ��.-' . 16�" 16-3 16y2� WAY 18'� BLW GRADE 18 8x18x18 PATTERN 8:12 P1TCH CENTEREDPIN G B�LE END 2� 3" 1 3� � � � w � » � ^ TRUSS GLASS TO NAVE � » � �' o� 19-0 5-0 20 9x20x20 12" 5-0 12 W z REFLECTIVE TINTING W N 24'-0" 24 10x24x24 2 4 EA. WY. � � �„ „�._ __. -- - _...30 12x30x30 2 4 EA. WY. � � o w rze�:�F��essoc►�r es,►�s v �3,6 12x36x36 3 4 EA. WY. --� c=a z s3��-z�zTu s�rrz�:L�c s.w. 4;8 16x48x48 (4 4 EA. WY. R 0 0 F� F R A M I N G P L A N SCALE: Y" = 1'--0" � �W £•DP�tONDS,WA 9R02t� �a 2 5)��x-2��3 2�C x 2 3 C O N T 2 4 C O N T I N. TRUSSES TO BE DESIGNED & MANUFACTURED PER ANSI/TPI 1. DESIGN BY STATE LJCENSED ENGR. dc �`� STRIP ALL WOOD FORMS � STI�UCTURAL REVIEW �� MANUFACTURED AT APPROVED PLANT. SUBMIT TRUSS DESIGN DRAWINGS TO BUILDING OFFICIAL FOR �O U I 4 D A TI O N P LA N P IOR TO BACKFILLING APPROVAL PRIOR TO INSTALLAl10N & SHIP DRAWINGS TO JOB SITE WITH TRUSSES. UESIGN Df2AWINGS SCALE: Y4° = 1'-0" � "��+�s Danwir�c;�►,is��.��izE�✓ie;ve�EOR TO INCLUDE ALL LOADS, LUMBER INFO., CONNECTIONS, HANGEft5, PERMANENT REQ'D. BRACING �t � LOCATIONS, & RELATED INFORMATION AS SPECIFIED PER R802.10.L TRUSSES TO BE BRACED 7U �fRIICrURAL ItE(liJ(REi1L•N1'S ONLY PER'I t lE .��i��act�t.��rr�tt a�at�ior�c��cuLn�rio:.s. PREVENT ROTATION & TO PROVIDE LATERAL STABILITIf PER TRUSS DESIGN DRAIMNGS, E3UILDING pLANS, V��`� ____.. �V.� STICK FILL OVER TRUSSES W/ 2x4 & PER BUILDING LATERAL ENGINEERING. FIELD CUTS OR MODIFICA�ION OF TRUS5E5 NUT PERMI'fTED �Y'�" � HF#2 RAFTERS � 24"o.c. 4' MAX. NATHOUT ENGINEER'S CALCS. / OTLS. AND PRIOR APPROVAL BY THE BUILDING DEPAR'(�1ENT. BOTTOM � Joair:f�-�� D,1rc ts'�� 3i� SPAN. POST DOWN � 4'o.c. T0 CHORD OF TRUSSES TO BE HELD OFF OF NON-BEARING INTERIOR WALLS WITH 57MPSON STC ROOF ��i�tr�a t ��cr s�c,��L� TRUSSES BELOW. STAGGER POSTS OF TRUSS CLIP OR EQUIVALENT. GABLE END TRUSS TO HAVE VERTiCAL �1EMBERS 24 o.c. FOR SIDI� ' � - - yv-•----�-��_- ADJACENT RAFTERS TO ALT. TRUSSES. GABLE END TRUSS TO BE SHEATHED & NAILED PER WALL BELOW. �I�� C)F� t�� ��J1��1��J �� 1�1v� 8