1726 100TH ST SW 2022 Plans 2025-11-07

VRITBi DIMB1510N5 ON THIS DRAWING SHALL HAVE P OVE2 50ALID DIMENSIONS. _�„ LONTRALTm SHALL VERIFY ALL DIMB610N5,lQImInONS,ETC.PERTAINRG TO'II$Yl'JRK BEFOf�PROD®ING,TiIE OIYBt MUST m Nd 111 D GF ANY VARIATQIS FROM T4E Aga r'- DIM@SIGN$AND/OF2 GONDInONS=.AIDV'!i ON T{£SE DRAnIN55.ANY SUCH VARIATIpi SHALL RESOLvm Br rHE ova'ez PRIOR ro PRocr�lr�W1H 1r�WVRK oR irE coNrnAcraR SHALL ,I,. - AGGEPT wLL RESPONSIeIUTY POR ng COST To REcnPr sAL� d = 7372 ISiEHEO p R„y 0 E ANDE SON 7 V STATE OF WASHINGTON m a r AT o : r � o ;2* — BEAM AND CONNECTION NOTES ry CyI' r u, ry ��xJ�'c vW� ALL ESEAMS THAT ARE NOT WINDOW OR 52,_0" DOOR HEADERS OR UNLESS GALLED OUT ON T vJ THE PLANS ARE TO ESE EITHER BELOW PLATE a I �K � ilk. (TOP OF BEAM IS FLUSH WITH THE TOP PLATE) S en OR AESOVE PLATE(THE BOTTOM OF THE BEAM FON VHAs,TYP. m IS AT THE TOP PLATE OR IN THE FLOOR SYSTET'U IB'><b' D a I m a�fd1IRElJ HUG48TF 1�'1 �,/ 6 B ALL BEAM TO WALL.CONNECTIONS ARE TO USE S S II 3 S ( \ g 3 GSIB STRAPS PROM THE BEAM TO THE SUPPORTING STUDS OR POSTS 1_411_ —— —_PI=T"_ __———— I II I I �, HL/G48T{= �T _ PI- O ALL ESEAM HANGARS ARE TO BE SIMPSON OR SIMILAR I /� APPROVED HANGARS.THE CONTRACTOR Is TO VERIFY `role J) PRIOR TO GONSTRUGTION IDS TSB AB AVAILILIrY OF HANGARS I I� GALLED OUT ON THE PLA I I USE GSIb STRAPS FOR SPLICED BEAM CONNECTIONS (AT SN/PPORTING POSTS) i^ V B3 Y r FLOOR FRAMING NOTES, I 01 W zoa FLOOR JOISTS o Ib' TYPICAL UNLESS K/ .D T'-o" �'-o• �' h l _ C UNLESS NOTED OTHERWISE W/2x I � STOCK SOLID BLOCKING®BEARING, 'If 4x6 IF.#2 EXTRA JOISTS UNDER PARALLEL WALLS, A I _ CRAWL SPACE VENTILATION GALG'S 7 I 4XaP.1.POSraxbsT AD, r0 III �B6 AMRLR IHB2L ATCOEK T VOwAP POOF®R h T6. GRAYVL SPACE 572 5F OF CRAWL SPACE AREA IIIIII W 5-125F/150=3.61 SF X144 ==w$I 54q 51 TOTAL VENT O AREA REWIRED o 4 B 4-s w] I VENT AREA=126 SI , I OF 549/128=4-*4 NUMBER OF VENTS REQUIRED •2 I I 5 TOTAL VENTS PROVIDED J I O h I O . X . P1 I --------e-------- I 3X MEM! LICK O l I J FOUNDATION NOTES I. PRO I LL CONCRETE STOOPS AND/OR V�LGRAWI_SPACE DRAIN AT LOW POINT O K-1 I I • I I I O O II II a y 2.SLOPE A PATIOS 0 I I I n O M +L I/4"PER FOOT AWAY FROM DOORWAYS. m I I t axD I' 11 J 3.ALL WOOD IN CONTACT WITH CONCRETE I9•� I O m SHALL BE PRESSURE TREATED OR CEDAR 4.PROVIDE SOLID BLOCKING UNDER I sP n WALLS rBEARIN6 5. PROVIDE b MIL. 4"CONIC.SLAB ON 4 6RANULAR BID (w 2 0- I 12"OVERLAP AT SEMIS TO TOP OF FOOTING O I 1 ON TAMPED GRADE THRU-OUT CRAWL SPACE. N I I SLOPE 3"TO O.H.DR b. FASTENERS INTO OR IN CONTACT WITH PRESSURE- TREATED OR FIRE-RETARDENT WOOD SHALL BE OF 8'GONG.Fql A710N WALL 1 I 4 DF.�2 HOT-DIPPED 6ALVANIZED STEEL,STAINLESS STEEL, 5"C®2 T SILICON,BRONZE, C COPPER, I U EXCEPTION-I/2 INCH DIAMETER OR GREATER I61x7'CC qT. NG.FOOTING STEEL BOLTS. TYP,•2 STOW I I LEGEND: iI m L BEARING WALL ABOVEO- 1 —r— FLOOR LINE ABOVE 1 I I 14;==sLLLON fat-811 q caNPACT EARIN sx MET1. - data: C)4-15-21 MULTIPLE 2x STUDS®POINT LOAD I �--------'°_°DOR_----_-- I > '(s �- -I m permit: (2)2x TYP.UNLESS NOTED OTHERWISE I -- --MAX `>' raVls ions: FT.LD. EDGE OF SLAB _ ABV. k' POINT LOAD ABOVE ------------------- ® 4x4 POST x 1-1 161_31,R.O. SHEAR NOTE, SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE,6 DETAILS. 32'-O"OVERALL drown by AM E SHEAR LGEND: Gh�Gkadby:MRA PIS• INDICATES SHEAR WALL !rHEHE-=T ® REFER TO SCHEDULE x X—DENOTES HOLDOWN LOCATION; �I FLAN ® SEE PLAN FOR TYPE Aa — f O U N= /�~ T I O l�l o DENOTES STRAP LOCATION; - � 5�PLAN FOR TYPE SEE GENERAL NOTES SCALE: I/4" � I'-O"