2223 TAYLOR DR 2020-06-30 - Laserfiche WebLink

SLAB JOINT NOTES: PROVIDE SIMILAR [UNBAF2'-0'MA#. THE TOP SURFACE OF FOOTINGS FOOTING CORNER BARS©STEM LANCED I SHALL BE LEVEL.THE BOTTOM PROVIDE CONTROL JOINTS AT A MAXIMUM SPACING OF WALLS L BACKFILL SURFACE OF FOOTINGS ARE 24 70 38 x SLAB DEPTH EACH WAY IN BE1WEEN(SEE WIDTH PERMITTED TO HAVE A SLOPE NOT FOUNDATION PLAN FOR RECOMMENDED LAYOUT) ' EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL FOOTINGS SHALL CONTROL JOINTS CONSIST OF THE GREATER OF EITHER I z I I BE STEPPED IN ALL OTHER CASES. Y,x SLAB DEPTH OR 1 INCH - • FOOTING LONG. EXISTING STEM WALL - (W9INCHES HICK(EARLY OR FOUNDATION WALL ORIINCH FOR SLABS UP TO THICK((EARLY ENTRY DRY•CUTSAW) POST IN-WALL__ REINFORCEMENT PER PLANS _EXI6TING TO NEW PER PLANS AND FOUNDATION DETAILS CONCRETE INTERFACE SAW CUTS MADE WITHIN 12 HOURS OF SLAB PLACEMENT EXTEND A6 SHOWN P.T.2x_MUD SILL PIATEW/ 24._DFS2ORHF#2 ANDMADE AS SOON AS THE JOINT CAN BE CUI'WITHOUT FOUNDATION AND ,�� - ' ��` STUDS 10'O.C. EDGESRAVELING.SAWED JOINTS SHALL BE FlUED WITH Yx'GAB.MIN.TEMBED Wl3'x3'zYe' ' REINFORCEMENT PER— ,i W I THICK WASHER AT 48.O.C.81T-� (2}#4 TOP BAR SEALANT COORDINATED WITH THE ARCHITECT. OTHER DETAILS I f FROM END OF EACH MEMBER 1"" • (U.N.O.IN SHEAR WALL SCHEDULE) \ #4 HORIZONTALk I aBARB®12.0.C. PROVIDE SEALANT a t:� CONCRETESLA68 tIN CONTROLJOMTONTLBNR3 I I I-REINFORCING PER i .i _MATCHING FOOTNG BAR SIZE. (�� :�. FOUNDATION PLAN I /IS/3 PROVIDE(1)CORNER BAR FOR � 1 1712111111111 {— BAR AND LAP _M4 VERTICAL BARS® �� EXPANDED FOOTING SHOWN.MM BAR • '= 12'O.C.CENTERED � —CENTERED UNDER BEND 0 IS 8'4D 1(ALT HOOKSM FTG) P037 . - ; �';�' - {j+I L,. Ilk' ,� ��. 3 REINFORCEMENT PER 114;42 w1 PLANS(DO NOT CUT) i.I. L •. „ •`(2)CONT. 4'PERFORATED ` ► • 4•PERFORATED FOOTING DRAIN I 1 pq ggRg FOOTING DRAIN- g ` a NEW FOOTING d STEM WALL // Ct - SURROUND WlGRAVEL SURROUND WIGRAVEL " . " REI EMBED L4MIN.MRTOIX O NEW CONCRETE 5 EQ. �' EQ. O 1.,0. FOOTING \ CONTINUOUS FOOTING STEM WALL B EXISTING FOOTING W/ STEM WALL ^�'---►i REINFORCEMENT BEYOND.CONTINUE 61MP.'AT-XP"EPDXY OVER FOOTING PER PLANS REBAR THROUGH I PER PLANS WIDENED FOOTING NEW COE FOOTING PERPNCRLANBTE 11 •p.1 ®6"TYPICAL STEM WALL W/SLABRESIDENTIAL SLAB CONTROL JOINT 3 EXPANDED FOOTING TYPICAL CORNER FOOTING REBAR EXISTING TO NEW FOUNDATION ® S3 ® ® s END OF SHEAR W g I WALL PER PLAN --- zr072JN8 hir HaODowN SW1 L- W _ g.0 �811JD STRAP DEBIONATION PER PLAN / T}— 4 i r DESIGNATION PER PLAN 1 RAILING SYSTEM BY OTHERS.RAIL ' �1� f rLI 0/ SHEATHING PER SHEATHING PER / V SYSTEM SHALL BE CONSTRUCTED SO , -THAT A4'SPHERE CANNOT PASS DECK LEDGERS Y1x3Yz'8D3 DECK LEDGER `-SOS SSCREWS UI SCHEDULE AS SHOWN ON PLANS SCHEDULE THROUGH(SEE STRUCTURAL NOTES FOR WOOD SCREWS /� PA.STUD A -REFER TO DETAIL 8/53 LOADING REQUIREMENTS) LEDGER ELEVATION WALL STUD 18'O.C. r ' POST PER HOD DOWN ATTACH 70 POST Wi P.T.DECK LEDGER OF#2 LEDGER /�SCHEDULE SUPPLIED WOOD SCREWS - PT Zr BLOCKING OVER BEAM SECURE TO HOUSE RIM SECURE TO HOUSE LEDGER ELEVATION PER SIMPSON SPECS. POST PER_ JOIST W/SIMPYa B WALL STUDS FRAMING PLANS SIMPSON COLUMN BETWEEN EACH JOIST HDU�PHD_AND HOQ_TYPE HOD DOWN BASE MATCH TO POST SECURED TO BEAM W/(3)164 8DBx3YzWS AT OD W/(3)SIMP.Yi ax8•W00T� �-DIMENSIONS GALVANIZED GALVANVJ:D NAILS SCREWS AT S°O.C. EA SCFtEWS AT VERT.STUD 6FCURED TO OFM2 POST PER HOD CIRCULAR 80N0•NBE ( STAGGERED OR STAINLESS STEEL) SIMPSON LU DOWNS SCHEDULE FOOTING 0 PER PLAN SIMPSON'LU328'JOIST HANGER • ' STHD TYPE HOLO GOWN METALLED OVER -� ' 1,1 DOUBLE STUD PER SIMPSON JOIST HANGER SPECIFICATIONS.USE'STHORJ'FOR m� !9.11/ �� DECKINGBYOTHERS DECKING PER U EXISTING FRAMING 6HFATHING PERRAISED FLOOR APPLICATIONSSCREWED TO PT JOISTS W/ ARCH• STRUCTURAL NOTES Robert Reed ANCHOR BOLT OR ALL THREAD ANCHOR ROD PT RIM BAND SECURED TO A EARCHITECT 111 PT JOISTS W!(4)IfidCOMMON P.T.DECK JOISTS f. PER HOD DOWN SCHEDULE.CONSULT SIMP. - GALVANIZED COMMON (Li)I, Si • CATALOG FOR PROPER ORIENTATION OF FINISHED GRADE FACE-NAILED Np PER PLANS SECURED TO �RLL_ W ANCHOR BOLT T PT BEAM W/(3)10d GALVANIZED . IJ A. SILL PLATE SILL PLATE „TT., PT BEAM PER COMMON 70E-NAILED(NOT SHOWN) P.T.DECK JOISTS �.EP:T 6 4CONC.FOUNDATION CONC.FOUNDATION. . Z EVENLY VERTICAL BARB FRAMING PLANS SIMPSON"PC_'Z MAX OR PER PLANS ��"`v JOISTS PER PLANS � � in EVENLY SPACED VERIFY EXISTING 2x DEM STAINLESS STEEL COLUMN CAP Ii, :4 19 EXTERIOR FOOTING PT POST PER FRAMING PLANS(PT MATCH 70 POSTS BEAM RIM JOIST•ADD AS DIMENSIONS REQUIRED PER PIANS 4x4 HF621F NOT NOTED IN PLANS 4409 oyxsa ax*** LOCATE(1)p4 LONG.BAR ABOVE -1 FOR DECKS UNDER TAP OFF THE Borst Washington 96203 EMBEDDED PORTION OF STRAP/ANP-NOR __ L GROUND) I f #3 HOOPS 12.0.C. EXISTING 2x STUDS 5 OC. VERIFY P 126014.7415 1 1/2'MIN.EDGE Ye MIN.EDGE w �••a ( DISTANCE DISTANCE DIAMETER TOP ANDRO (1)5 SPACING) PER PLAN . TOP AND BOTTOM ELEVATIONS $TYPICAL HOLD DOWN ® EXTERIOR CIRCULAR FOOTING $TTP.DECK JOISTS TO DECK BEAM 0 DECK LEDGER TO RIM JOIST a FLOOR LEDGER @ WALL PREMANUFACTURED TRUSS SHOWN IS W SEE SHEAR WALL SCHEDULE AND SHEAR GENERIC.REFER TO ARCH.FOR TOP AND FLOW NAILING DIAGRAM FOR SHEAR BOTTOM CHORD SLOPE AND CHORD Z W 0CO WALL NAILING AND CONNECTIONS DEPTH.MATCH BLOCKING DEPTH ROOF SHEATHING AND ACCORDINGLY. r NAIUNG PER STRUCTURAL W - CNI NOTES CO UPPER PLATE P 841COMMON�4"O.C.INTO 0 WO SHEAR WALL FLOOR SHEATHING BLOCKING U.N.O.IN DIAPHRAGM E I 'II w/ Q PER PLAN .24_STUDS -AND NAILING PER FRAMING �� NEW DOUBLE TOP SCHEDULE I ROOF TRUSS cc LL 18'O.C. STRUCTURAL NOTES ABOVE ' PER FRAMING LL 0 PLATE AT NEW PLATE 2x_BASE PLATE HEIGHT 2x BLOCKING W/VENT MOLES PER("12 PIAN O NEW WALL,COLUMN OR LOAD PER ARCH,OR PROVIDE. FROM ABOVE PER PLAN SHEAR WALL FLOOR JOISTS UNG PER .I. V-NOTCH CENTERED�TOP OF ARCH LLI FLOOR SHEATHING I PER FRAMING BLOCKING CO I- •y TO REMAIN�� SECURE RIM TO I SCHEDU� PLANS -..- KING STUDS PER FRAMING RIM JOIST SHEAR FDW m Y• JOIST W!(4)iBtl HEADERLAENB PLANS FACE NAIL TO HEADER CONNECTION PER SHEAR WALL O N W r: •�" "-'�'• '�� i�” FACE NAILS (6)1W NAILS B NAIL TO SCHEDULE(18d�6'TOE NAILS -- - )' et, N W I6I TRIMMER POST W/1Bd COMMON I Nl OTHER LOCATIONS) '-��_ V il-! ` N SB•O.C.STAGGERED . I ROUGH / OPENING EXISTING DOUBLE _SNP,"H1"CUP AT NEW FLUSH BEAM OR MULTIPLE JOIST / RIM JOIST SHEAR Rd 4"O.C.- - PER PLAN.ALIGN BEAM UNDER WALL,--7 D08i1N0 FLOOR FLOW NAILING OR ISECURE JOIST TO TOP III TOP PLATE TO BE � EACH TRUSS POST OR SUPPORT FROM ABOVE JOIST TO REMAIN SIMPSON CLIP AS PLATE W!(3)84 COMMONCOREMOVED * i SPEC.IN SHEAR TOE•NAISOR(3)3'x LED T.aW/M DN.(2 RIM WALL 3CHEDUIE 0.131'70E-(JAILS TRIMMER STUDS AS SHOWN ON NEW WALL STUDS B 18' NAILED WLS(E-O2)16d II g HEADER FRAMING PLANS.BUILT-UP STUD O.C.EXTEND FROM BASE FACE NAILSEMB MIN. BOAT PARPLANSW/ STRUCTURAL COLUMNS SHALL BE NAILED W/16d PLATE TO BOTTOM OF \_EXISTING WALL COM.MEMBER 5 POST CAPPER PLANE �2x_STUDS ELEVATION COMMON NAILS 511061 0.0.STAGGERED NEW DOUBLE TOP PLATE STUDS ROOF CORNERS) F ER G DETAILS 1 LOWER 1 ©18.O.C. INTO EACH LAMINAN. (SECURED PER SHEAR WALL SCHEDULE ON S1) - - - ---POST PER PLANS PER PLAN REVISION: - DATE: 07-27-1B DESIGNED BY: JBL CHECKED BY: SCALE: AS NOTED 4 - . IN-FLOOR BEAM RETROFIT ®TYPICAL WALL TO FLOOR 13 TYPICAL HEADER COLUMN 0 EXTEND BEARING WALL ®TRUSS TO BEAMPROJECTNO: E1114 S3 4 ® SHEET NO: / � `/7 S3