2229 COLBY AVE 2018 Plans 2022-11-10 (3)

NO. DATE ISSUE/REV. BY � 08.29.18 BLDG.DEPT_REV_ MRL BAS E P LATE SC H E D U LE Q Q 10.05.18 BLDG.DEPT.REV. MRL COL SIZE pTHK pL x pW A.B. DIA A.B. FTG EMBEDMENT �j" �j" 5x5 1" 14"x14" 3�4�� 10" �'P TYP � � WA�� FRAMING PER PLAN � p p P.T. SILL R W/ ANCHOR BOLTS � � BASE PLATE CONC CURB WHERE OCCURS PER SCHED OR NOTES � o W� (1� #4 HORIZ EXTEND 0 o VERT DOWELS EDGE NAILING PER PLAN c�' v�3 __ i�4—�— HSS COLUMN PER PLAN CONC STEM WA�L & Ls, TYP STD HOOK ALTERNATE HOOK SOG & REINF PER PLAN CONC SOG & INFILL CONCRETE PER TYP REINF PER PLAN REINF PER PLAN BASE R & ANCHOR � � CONTROL JOINT DETAILS TYP BOLTS PER SCHEDULE � ' I I 1"± GROUT x a x x ^x � T/FIN GRADE �T/SLAB � � • � � , I I I • • • • • � ---� a a — — a � x "_ x--�- _ _ T/GRADE SAWCUT I I (E) SLAB ON GRADE -- � I I— — a a a = = I � ^ _ —_�i_ = VARIES wHERE occuRs . --�� A R C H I T E C T U R E � z � � -- z w �T�SLAB I ADO'L TYPICAL VERT a — � w - — _ _ _ _ � 0 980 South Hamey Sheet • Seattle,wA 98108 • BAR FOR � �I I I = I� z '-' � -i I= — °� — - � t:206.382.1900 • f:206.382.0450 ANCHORAGE AS ~ Q CONC F-fG BEYOND � � � a4 � � � '� � � � o � I I=I ° �� w Q � � CORNER BARS SHOWN �' - J � -' — - -I I 1=1 I 1=) I � � J C O N T G R A D E B E A M R E I N F ` I � `- � a � � TO MATCH HORIZ ___.,� w � B/FOOTING � DEI � � � �—I I I-�� a � I I � I I a ��_ _ (_ • REINF, TYP 21" INTO NEW FTG I a n- , °a a ' ' ' • � � a II � B/GRADE BEAM III— — I 0 0 � _ Q — — - — : � - a — _ � ' � ' = � DIBBLE ENGINEERS INC _ _ _, z �3 TIES @ 24"OC j = "' � - - ,�, SINGLE MAT � — � www.dibbleengineers.com � I�I—i .- Q � �—��i- -��i COMPETENT NATNE SOIL OR CONC FTG & REINF PER 9 � � 9 33 v °- '�' GRADE BEAM & COMPACTED STRUCTURAL FILL �02 Market5treet Kirkland WA 80 � m COMPETENT NATIVE SOIL OR a25.s28.4zoo ;.(, w COMPACTED STRUCTURAL FILL REINF PER PLAN PER PLAN, CTR'D ON STEM WALL COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL SIZE & REWFORCING PER PLAN PLAN ALT HOOKS OR PER GEOTECH REPORT PER PLAN NOTES: 1. MEMBER SIZE & REINFORCING PER PLAN. �PICAL FOUNDATION FOOTING TYPICAL FOOTING AT HSS COLUMN 1 TYPICAL CONCRETE MEMBER INTERSECTIONS 2 TYPICAL GRADE BEAM 3 AND STEM WALL WITH SLAB ON GRADE 4 Y SCALE:N.T.S. 5,o3Q SCALE:N.T.S. 3oo,X SCALE: 1"=1'-0" Q SCALE:3/q" = 1'-0" 3oa�X � � Z � N POST PER PLAN � � �` CHAMFER PER ARCH -1- Z Z , SIMPSON 'PBS' POST BASE BRG WALL PER PLAN � CONC PLINTH PER ARCH O � � 5/4" TREAD & NOSING o o P.T. SILL R W/ ANCHOR � z T/PLINTH 6" BOLT PER NOTES � _ 2x12 NOTCHED � tn STRINGER ` ° �4 HAIRPINS x 18" n � � Q � � (2) EA WAY CONC SOG & REWF � 3 � T/GRADE � a L _�T PER PLAN T� Q tJ . 2x6 FURRING III IIII III ' 6x12 (SLOPED), TYP I — — ` —I I I T/SLAB L ~ -- L _ -I I I a � d . - � e . . . . � � � .. , Z n- — — . 4X X .� x� . � - AaX X � � w . . � � - e � � a GRADE BEAM REINF � z a a o ° � _ . oo i z � PER 3/S300 � � �/�J � w , , a I^ __.._. _, � . a a ' � � Q � . . -� ' .• :' Q � � .�Q _ :. � � � �� •-- � [� .e � —I 1 . o . ._ _ a . -- � . . w a — � (3) �/4"� x 6" SDS B/FOOTING � � ` ° - — — WOOD SCREWS @ ' I= — —1 � � I I �— — — I_ I � � � _ � � W CONC F-fG & REINF -' ' M, � •— � � 16"OC EA STUD � � -� I I ' ' PER PLAN THK'N SLAB & REINF � ♦ /� Q _ � @ WALL PER PLAN COMPETENT NATIVE SOIL OR Q v , �`' PER PLAN � COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL n` m PER PLAN COMPACTED STRUCTURAL FILL V� �- O � � U � � NOTE: � N - FASTEN ALL SIMPSON HARDWARE PER MANUFACTURER SPECIFICATIONS. O N TYPICAL INTERIOR THICKENED CR4SS-SECTION AT STAIR TYPICAL POST FOOTING WITH PLINTH SLAB FOOTING AT BEARING WALL U SC� ,�A=1�—O� 6754x � SC�: �» _ ��—Oa 6101 X-MOD 7 SC�E:N.T.S. 3061 x-MOD v . � � � � O � � B A• DIB � � POST PER PLAN 4�0� �ds8�� (2) 2x10 CONT ACROSS LANDING BRG WALL ABOVE PER PLAN �, G, BC460 BASE WIDTH SUPPORTED @ MIDSPAN BY 'a . 2x BRG WALL, TYP UNO ON PLAN BOTT R W/ EDGE NAILING PER PLAN (E) SHTG PER PLAN BOTT R WHERE OCCURS � PLYWOOD @ LANDING (E) SHTG PER PLAN SHTG PER PLAN �G/STE`�" � JOIST PER PLAN �� IMP N H 210-2 S OPED T/(E) SHTG � T/SHTG 1�'� T/(E) SHTG� S SO U L / + + + + + + + JOIST HANGER, TYP @ EA END 1�! �/1 $ @ EA STRINGER HANDRAIL PER ARCH T/LANDING� + + + + + + + 2x6 INSIDE OF STRINGER � (E) BLKG 4x FULL-DEPTH BLKG W/ � � � W/ (3) /4"�x6" SDS DRAWN (4) �/4"�x4�/2" SDS SCREWS @ 16"OC O Q2 A34 CLIP FROM SAT/MRL E JOIST PER PLAN, TYP JOIST PER PLAN (E) JOIST PER PLAN SCREWS JOIST-TO-BLKG i JOIST PER PLAN JOIST-TO-BEAM 1 �/ " PRE-FORMED � � (N) 2x10 BLKG PROVIDE FULL-HT BLKG CHECKED (E) BEAM PER PLAN, � PC46Z CAP; ALT: LTP4 EA PLYWOOD TREAD � FACE OF � E CRAWLSPACE (E) BEAM PER PLAN , . JAC/MPM POST & FTG BELOW NOT SIDE BLKG-TO-POST � � � DBL TOP R SHOWN FOR CLARITY BEARING WALL � � O � DATE 1 x WOOD RISER � BELOW STAIR LPC6Z EA SIDE OF A24 EA SIDE OF E POST W POST PER PLAN i CONC FTG & � BRG WAL6"OBOvO ALIGN W/ (E) POST (UPSIDE DN) 2 � A307 THRU BOLT @ (E) POST W/ �/2"� PARABOND ANCHOR W/ 06.04.2018 REINF PER PLAN POST BASE PER PLAN � P.T. 2x 12 NOTCHED o 4" EMBED INTO (E) FTG SCALE PBS44A, SHIM � STRINGER @ 16"OC P.T. 2x BOTT R W/ �/2"�x7" ANCHOR ' m � BOLT @ 6"OC MAX 2 MIN (E) POST PER PLAN _ � � AS NOTED I T/�� AS REQ'D � i SOG & REINF _ PER PLAN T�� ( ) [( ) ] w � (2) LAYERS OF 30# BLDG PAPER JOB NO. — — � ° ° a a a o — - z / � BTWN CONC & WOOD FRMG T/SLAB MATCH (E) - — II — ° a — — �^ v, 17-637 � I I= — a a ° _ — � � Q a � Z — a — — — a — ! • — � ' _ ' J _ - - � � � a Q . . .d. . - Q d � � ' I - �.� 4 �d � � � � O � � .. ..�.I I � � a -� �—I I —� � �— I ( � � I ' 'a_ I I I—�� ( �-1 I I I I �E { �� '��` ��i"�`� 6 �"_ o ° — � � a o a - B/FTG GRADE BEAM & � I _ ;-�,,,,, ;... . . - LLJ -� I _ _ _ _ _ _ — _ � CONC FTG & REINF PER PLAN Q — — — 3„ REINF PER PLAN RISE/RUN PER ARCH "' � (E) CONC FTG PER PLAN CLR (10'-0" MAX RUN) PER PLAN oZS C1) NEW POST AND FOOTING AT CRAWLSPACE ELEVATION AT STAIRWAY PONY WALL AT CRAWL SPACE EXISTING POST AND BEAM AT CRAWLSPACE /� o 9 6751 x � O � , . 11 � � p 6131 i-MOD • "� � SCALE: 1" = 1'-0" SCALE:N.T.S. 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