620 112TH ST SE SPACE 1 2025-04-07

Q� w Z w Lu Lu ------L.J TYPICAL STANDARD DETAILSry O .2 — > 06 .. . ......... ROOF P05T BEYOND EXISTING SIDING AND E > PECKING • 5HEATHIN lz W1/2"O.H. EXISTING WALLP.T.2X RIM STRUCTURE 1/211 ---------------- DECKING P.T.2X RIM --------------------- DECKING P.T.EXISTING SILL z PLATE -------------------- F.T.2X BEAM BLOCKING EXISTING FLOOR ioll P.T.2X JOIST ------------- 16"0.C.TYP P.T.2X J015T 16"O.C.K H2 J015T-TO- JOIST BEAM CONNECTION 0 cl) z P.T.4X BEAM Vq1 Hi P05T-TO- P.T.2X DECK JOIST -------------- SECTION @ NO FASCIA BEAM CONNECTION II 161,O.cl-- -------- 0 Z er LU p 12 uj DECK SUPPORT P05T& P.T.4X P05T BELOW BEAM K HUC412Z W cl) 1-24" MAX HANGER BEYOND 1.DIMENSIONAL BOLT, El-WICATIO..' REQUIREMENTS r PS lr GRADING RULES FOR SOFTWOOD E DIMENSIONAL LUMBER,BEAR STAMP OF PUNPA 10 .i 2.MINIMUM DIMENSIONAL LUMBER GRADES TO BE 't,2 WALL STUDS, SX HF STUD GRADE (_2 C&LEDGER SECTION Co)DECK EDGE SECTION WALL PLATES,2X,3X HF STANDARD GRADE U.N.O. .0 JOIST03 S, M , 5 2X& HF#2 3/4" gE JOISTS, AND UP HF#2 0 BEAMS HEAVERS W. HF#2 BEAMS:HEADERS,4X.. HF#2,VWWA GRADING E o POSTS,4X,bX HF#2 U.N.O. 2) LUMBER NOT NOTED HF#2 U.N.O. 0) c') > Ill 3.PROVIDE STANDARD CUT WA5HER5 FOR BOLT HEADS AND NUTS BEARING AGAINST V400D. TIN 4X P.T.P05T z 4.ALL 5ILL5 OR PLATES RESTING ON CONCRETE OR MASONRY THAT 15 IN CONTACT Y WITH OR RESTING ON FOUNDATIONS SHALL BE FRE55URE-TREATED DOUGLAS FIR/ -CA5T-IN-PLACE z ---------------——————4X P.T.POST cl).0 no coo HEMFIR IN ACCORDANCE TO WITH Ai Ul(PLANT/SHOP TREATMENT)AND M4 12" PB44Z POST BASE 31,TYP (FIELD TREATMENT)STANDARDS.ALL BEARING WALL PLATE5 SHALL HAVE 5lb" DIAMETER X10"J-BOLTS PLACED AT MAXIMUM OF T'FROM THE END OF A PLATE AND UNDISTURBED 501L SPACED AT INTERVALS Si ON THE SHEARVIALL SCHEDULE(MAXIMUM 4'-O"OC, Ln L—————— SPACING).PROVIDE BF PLATE WASHER AT ALL FOUNDATION SILL PLATE ANCHOR UNDISTURBED 501E BOLTS. PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL.FOR NON SHEAi PLACE ANCHORS AT 45". cn z HOLE-FORM CONCRETE 5.BOLTS IN WOOD SHALL NOT BE LESS THAT I DIAMETERS '\�-T_F— HOLE-FORM CONCRETE W o Ill ;RS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. III FOOTINGS(50NOTUBE IF z FOOTINGS(50NOTUBE T APPLICABLE) I w 6.NAILS:COMMON WIRE NAILS.NAILING IN ACCORDANCE WITH i TABLE 2504.9.1. z IIIIF APPLICABLE) W 0 1.PRESSURE TREATED V40OD:ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED All 11 (2)1/2"REBAR #4 -SQUARE(CUBIC REBAR CAGE) 44)VERTICAL LONGITUDINAL(/2" GALVANIZED PER ASTM A155 OR STAINLESS STEEL.ALL METAL CONNECTORS IN -FOOTINGSET 6" d x SIMPSON Z-MAX CONNECTORS Mi N CONTRACT WITH PT V400D SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A655 ABOVE GRADE REBAR #4 zT Ci 0 85 Oz OF ZINC,PER 90 FT THIS MIRNIMUEQUIM)OR TYREMENT.PE 504/516 FASTENERS STAANDINLESS STEEL -0 2)HORIZONTAL STIRRUPS 1/2" c" z.14 F3 CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE(E.G.HOT DIPPED III REBAR#3 @ 12"O.C.MAX NAILS WITH HOT DIPPED HANGERS) Lu U) 11 V2 T Ell -FOOTING SET 6"ABOVE GRADE w 5EE PLAN FR05T LINE le)"DEPTH > 0 5.ALL LUMBER WITH A LEAST DIMENSION OF 2"(NOMINAL)SHALL BE STAMPED z "SURFACE-DRY"AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND plill 11111 q11111 0 WHENINSTALLED NO MORE THAN lq PERCENT.LUMBER WITH A LEAST DIMENSION OFIii FR05T LINE-lb"DEPTH 0 4-(NOMINAL)OR GREATER SHALL BE STAMPED"SURFACE.&R AND AIR-DRIED TO 4"GRAVEL LAYER 0 A MOISTURE CONTENT OF NOT MORE THAN lq PERCENT PRIOR TO ITS USE IN BELOW FOOTING SEE PLAN EXTEND P.T.P05T TO GRAVEL BELOW FRAMING THE STRUCTURE. 3 SECTION 0 FOOTING q,NOTCHING AND BORING OF BEAMS AND JOISTS 19 NOT Ai WITHOUT PRIOR 03 3/4"= 1. APPROVAL OF STRUCTURAL ENGINEER I SECTION @ FOOTING \\,04 5/4"= 1. lip