1720 100TH ST SW 2022 Plans 2025-11-07 (2)

WRITTEN 01MB151ON5 ON TM5 ORAININ6 SHPLL HAVE PREO®BICE OVER SOA DIM31510 . CONTRACTOR SHALL VERIFY ALL DIt EN510N5,CONDITIONS,M.PERTAINING TO T WORK 4 SEFORE PAOCEFJDING.THE OWNER MST W NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR OONDITIONS SHOWN ON THFSE DRAWINGS.ANY SUCH VARIATION SHALL BEM WO - --- - _ RESOLVED BY THE OWNER PRIOR TO PROOEEDING WITH T RK T£OOMRAGTOR SHALL ACCEPT FULL RESPON519IuTY FOR TE COST To REGTFY SAME. ��? y, *L -j J 7373 N DISI'E�E R �F a 'a°tic Q R. STATE OF WA SMNO70N Y 16 ]XIS DECK a'q4} r JOISTS P.T. r AT Ib"O.G. L J m BEAM AND CONNECTION NOTE5 ALL BEAMS THAT ARE NOT WINDOW OR 321_G ��N vJ DOOR HEADERS OR UNLESS GALLED OUT ON THE PLANS ARE TO BE EITHER BELOW PLATE (TOP OF BEAM IS PLUSH WITH THE TOP PLATE) .VEMS TYP. I I OR ABOVE PLATE(THE BOTTOM OF THE BEAM VW SLREENgJ 15 AT THE TOP PLATE OR IN THE FLOOR SYSTEM) S REOIJIRED HUG4bTF ' ` dg 3 ALL BEAM TO WALL GONNEGTIONS ARE TO USE G5 16 STRAPS FROM THE BEAM TO THE SUPPORTING �•u— --P1_411— HUG48TF ALL BEAM HANSA—ARE TO BE SIMPSON OR SIMILAR APPROVED HANGARS.THE CONTRACTOR 15 TO VERIFY PRIOR TO CONSTRUCTION THE AVAILAB RS E OU ILITY OP HANGA GALLD T ON THE PLANS {r] USE C &5TRAP5 FOR SPLICED BEAM CONNECTIONS - Tr (AT SUPPORTING POSTS) I 1 `•/ r I III W-2 r PL.00R FRAMING NOTES, CI] 2.12 FLOOR JO15T5 a Ib•os.TYPICAL �p I T'-o" T'-o• -r' I _ �1 wi UNLESS NOTED OTHERWISE W/2. T ��1 �1 -• STOCK 50LID BLACKING o BEARING. I 418 OF.42 EXTRA JOISTS UNDER PARALLEL WALLS. g A — q MIT, T III 1 CRAWL SPACE VENTILATION GALG'S TG G IsnP. urt. 512 SF OF CRAWL SPADE AREA III Q 512 5F/SO=3.81 G MIL.BUNCK VAPOR 3b1 SF x 144 IN/5F=544 51 1' I �5ARRIER To TOP of FrG. 544 51 TOTAL VENT AREA REQUIRED N IT a VENT AREA=125 51 j ,.,D v • 1 OF.e2 I 544/125=4.24 NUMBER OF VENTS REQUIRED 5 TOTAL VENTS PROVIDED J �O O >p ` 1 -------aPMa�� fr FOUNDATION NOTES T 0 Ll 1 4•.91a I ' II II I 0 I. PROVIDE CRAWL SPACE DRAIN AT LOW POINT lOLLARD IN CRAWL 5PAGE. 9AAe1� 1 n I 1 z 2.SLOPE ALL CONCRETE STOOPS AND/OR PATIOS I I I I e 7 I/4"PER FOOT AWAY FROM DOORWAYS. m I I (��'°� in m z 3.ALL WOOD IN CONTACT WITH CONCRETE I�x� I— I J SHALL BE PRESSURE TREATED OR CEDAR. I I ELE 4. PROVIDE 50LID BLOCKING UNDER I I I T' BEARING WALLS. ;fl I 4"GONG.SLAB ON 1 STf2 0 12 5. PROVIDE b MIL.VISGLEEN VAPOR BARRIER WITH I I I 4" TAMPED GRADE 1 I I 12"OVERLAP AT SEAMS TO TOP OF FOOTING 0 I SLOPE 3"TO O.H.DR THRU-Orr GRAWL SPACE. N I I Q 1 4'B• 4' 6.FASTENERS INTO OR IN CONTACT WITH PRESSURE- I I ry I TREATED OR FIRE-RETARDENT WOOD SHALL 13E OF 8•GONG. ATION WALL I I I 4 OF.* 1 HOT-DIPPED GALVANIZED STEEL..,STAINLESS STEEL, TYP.2 T I O SILICON,BRONZE,OR COPPER. EXCEPTION-1/2 INCH DIAMETER OR GREATER I6"x-T .FOOTING I STEEL BOLTS. TYP.e 2 T I I I m L LEGEND, I I I Q 5EARIN6 WALL 0 ABOVE I 4°cw 5tr5oN r fo1_311 1 vELIuTM Bx M date: 4-I5-2I ]T-- SLOPE/4°FTFLOOR LINE ABOVE I 1 _ permit: � MULTIPLE 2x STUDS a POINT LOAD 1 L--____—_e o.H—Doax _------- --� 1 .a sns sT� m .} revleions: (2)2x TYP.UNLESS NOTED OTHERWISE I _ e Is•o�.MWG EDGE OF SLAB PT.LD. T% POINT LOAD ABOVE ----------- ® 4x4 POST p1 1 cA x � 4i 1'-1 SHEAR NOTE, 20'-O" 12'-0" SEE SHEET LI FOR SHEAR WALL drawn byL/1 AM NAILING SCHEDULE,t DETAILS. 32'-0"OVERALL the GIGBGI by:MRA SHEAR LEGEND, Fl!1 INDICATES SHEAR WALL ® REFER TO SCHEDULE o- EVERET"( -DENOTES HOLD"LOCATION, o� ; ;,�F1)FOR ® SEE PLAN FOR TYPE �OUi�ln?�TION PL�.N jJI� DENOTES STRAP LOCATION BEE GENERAL NOTES 9GAL.E. 1/4" - 1'-0" / ® SEE PLAN FOR TYPE