1724 100TH ST SW 2022 Plans 2025-11-07 (2)

WRITTEN DIM3l51ON5 ON THIS DRAWIN5 5HN1 HAVE PREG♦DBILE O TAI SLAT®Dlt-EI151015. GONTRALTOR 5XALL VB21P(ALL DIMBJSIONS,CgImITONS,T PERTAININS TO TIE WORK C aEFORE PRDGEFDIN6.T$OYPER MST BE NOTIFI®OF ANY VARIATGTS F A TE q,R r DIM:NSION$AND/OR CONDITIONS 51K)WM ON TI 1S DRAWINGS.ANY SUCH VARIATION SHALL BE Cj RESOLVED BY TiE OVNSt FRIOR TO PROD®IIM WITi TE WORD qi TE LONRtAGTOR SHALL �L'A'I'�� _ �- ...~1 AGGEPf FULL RESPONSI5ILITY FOR THE COST TO REGTIP(5AN£ NT�gN TEE/$ {'� ISi'E'TE S7a�E L J x A �IITON I STATE q� r d) a J�Ty'Us AT S16- O EDAM AND CONNECTION NOTES &I ALL BEAMS THAT ARE NOT WINDOW OR 32_pn �� 1..1 vJ rI DOOR HEADERS OR UNLESS GALLED OUT ON THE PLANS ARE TO BE EITHER BELOW PLATE tQ + (TOP OF BEAM 15 FLUSH WITH THE:TOP PLATE) ppµ yglTg.Try, p A� OR ABOVE PLATE(THE BOTTOM OF THE BEAM low SRHiJI� 15 AT THE TOP PLATE OR IN THE FLOOR SY5-) HUG48TF I ALL BEAM TO WALL CONNECTIONS ARE TO USE S S 3 v W C516 STRAPS FROM THE BEAM TO THE SUPPORTING HUG48TP O STUDS OR POSTS zd ALL BEAM HANGARS ARE TO BE SIMPSON OR 51MILAR I CA) F"I APPROVED HANGARS.THE CONTRACTOR 15 TO VERIFY I I• PRIOR TO CONSTRUCTION THE AVAILABILITY OF HANGARS 3 GALLED OUT ON THE PLANS USE G516 STRAPS FOR SPLICED BEAM CONNECTIONS - I Ia (AT SUPPORTING POSTS) r I W—2 r W PLOOR FRAMING NOTES, V� 2x12 FLOOR JOISTS o 16"0-TYPICAL UNLESS NOTED OTHERNISE W/2x .r I 4x8 DF.•2 �-1 STOCK SOLID BLOCKING•BEARING. - EXTRA JOISTS UNDER PARALLEL WALL5. axa F.r.Fosr 4xa•eFr.N GP-AYVL S AGE _ CRAWL SPADE VENTILATION GALG'S T roN III AT I Ib/19/12 GONG.PAD,Try. �� uNLEss orHERHusE NDTED 572 5F OF CRAVE SPACE AREA I III I 5T2 SF/150=3.51 1 I I 7 / 6 ML.B-ACC VAPOR 50 SF x 144 IN/SF=54,151 I' I L BARRIER rD TOF of pr6 _ I �9 549 51 TOTAL VENT AREA REQUIRED I W I]" • ram\ _ o" 4 11 VENT AREA=126 51 �wev. �I v. 1 •K2 I 544/126-429 NUMBER OF VENTS REQUIRED I \O N O 5 TOTAL VENT5 PROVIDED I PI-311 oGK- " o I I I Esx MEM. FOUNDATION NOTES I 14$^ G I. PROVIDE CRAWL SPACE DRAIN AT LOW POINT O I 4eOLLAIm N IN CRAWL SPACELi . Q I I a'rz1� I I I O `•-' Z 2.SLOPE ALL CONCRETE STOOPS AND/OR PATIOS I I I•µ 1/4'PER FOOT AWAY FROM DOORWAY5. �� I 1 (U 3. ALL WOOD IN CONTACT WITH CONCRETE y SHALL BE PRESSURE TREATED OR CEDAR. I I sP E '� - I�"' ry L (O 4.PROVIDE SOLID BLOCKING UNDER NSUL I BEARING WALLS. 51 I 4"GONG.SLAB ON I 5TR ry I] 5. PROVIDE 6 MIL.VI5QUEEN VAPOR BARRIER WITH 1 I 4"GRANULAR BED 12"OVERLAP AT SEAMS TO TOP OF FOOTIN6 p I ON TAMPED GRADE -i- THRU-OUT CRAWL SPACE. I I SLOPE 3"TO O.H.DR. p I 4 B^ 4 I V ■ 6.FASTENERS INTO OR IN CONTACT WITH PRESSURE- I N V TREATED OR FIRE-RETARDENT WOOD SHALL BE OF 6"GONG.FOU Ary TION WALL I I I 4 DF.02 I W O HOT-DIPPED GALVANIZED STEEL,STAIKLF55 STEEL, TYP®2 ST1. LID SILICON,BRONZE,OR COPPER. Lj - EXCEPTION-I/2 INCH DIAMETER OR GREATER 16"x7"GO T. NG.FOOTING STEEL BOLTS. TYP.®2 5TOR I I I i m L LEGEND, I I I _ _ Q BEARIN6WALLABOVE I '`aG`"�"rA`vEL aNr �I-$1' - date: 04-15-21 % GONPAGT P1RfH 5X ME9+1. FLOOR LIFE ABOVE i I CANT.FOOfIN6 I T SLOPE IH'Ff. -1 permlt: �' MULTIPLE 2x 57UD5•POINT LOAD L________e D,H_DDac µ sns sTgL r m rev is to n5 -------- ---1 I _ •1e•D.G.HAx (2)2x TYP.UNLESS NOTED OTHE44I5E I pME DF sLA6 PT.LE), ----- -----, POINT LOAD ABOVE - ASV. PI N ______—__ ® 4x4 POST I x 11�, e c $ 1-1 SHEAR NOTE, SEE SHEET LI FOR SHEAR WALL drawn by AM NAILING SCHEDULE,6 DETAILS. 52'-0"OVERALL checked by:MRA SHEAR LEGEND, SF-IE:-:f-=T PI-6' INDICATE5 SHEAR WALL ® REFER TO SCHEDULE )(—DENOTES HOEDOWN LOCATION, F O U I V O A T I O I�l PLAN O� ® SEE PLAN FOR TYPE DENOTES STRAP LOCATION; SEE GENERAL NOTES SCALE, 1/4" 1'-0" SEE PLAN FOR TYPE