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Plans (139) `MCT a 1c,-03\ t L E5 Me_. V- ccNd', NOLDOWN SCHEDULE KEY: SHEARUALL NAILING SCHEDULE 4,,,AyQtafr��o HOLDOWN SYMBOL-REFERENCE SCHEDULE BELOW. INDICATES SHEARWALL TYPE PER SHEARWALL SCHEDULE "S('W 4� � SHEARWALL SYMBOL-REFERENCE SCHEDULE BELOW. 'i MARK HOEDOWN ATTACHMENT(EMBEDMENT) CAPACITY ON SHEET SI NOMINAL STUD 4 ELKS SIZE �f" ® MARK PANEL TYPE NAILING AT PANEL EDGES AT ADJOINING PANEL EDGES SILL PLATE CONNECTION RIM CONNECTION - M,Ib 1#A INDICATES HOLDOWWSTRAP TYPE PER HOEDOWN /'0.32`O.0 , 3, B' HDU29D92y 9B `#4 U87 3.8'15 LB a °uCNEDULE ON SHEET SI /,� 15/32"rLYWOOD •B13 G�COMMON) s' A35•32"O.G. J U L 2018 $F " /Fi\ CE •b"O.C, ibd•b"O.G. (Fi%�,S q ' �$ HOW-SD92.5 SB Ye`#4(187 7,810 LB INDICATES NO HOLDOWN REQUIRED 15/3Y'PLYWOOD ad 15""0.131 COMMON) /"p•24"O.0 ___�;' ✓ \/ X ! "\ ('J FACE aJcx0.113 AL..80X) 2K A35 a IB"O.C. rJ-....'1" MST-3l NAIL TO CO 2x4 2,T018 •4"O.C, i_ Ibd e 4 O.C. F j,f i D F.T.A.O. INDICATES FORCE TRANSFER AROUND OPNG.SHEARWALL BUILDING DIVISION I y i5/32"PLY 8d(3i"x0.131 COMMON) V 1 I i�V �48/ MET-4gu � (2}(�"UO.Ii3 GALV.80X) %0 A 24`O.C. A35•IS/O.C, v NAL TO(2)2'4 1,810 L8 �\ (U FACE ibd a 3"O.G. f 1 .INDICATES SHEARWALL a 3"O.C, NOTE: \ \ NOTE: 3 U INSTALL HOEDOWNS PER SIMPSONS RECOMMENDATIONS. \ - L PROVIDE ANCHOR BOLTS,EPDXY ANCHORS WITH MINIMUM S.-INCHES EMBEDMENT FOR SILL ANCHOR CONNECTION. •% INDICATES LOCATION OF HOEDOWN/STRAP 2)PROVIDE(2)2x6 AT TYPE 2;311 48. - \ \\ �\ 2, NAIL INTERMEDIATE MEMBERS WITH 8d a 12 INCHES O.C. PROVIDE BLOCKING AT ALL PANEL EDGES. - 3)PROVIDEINTER 43)ECTx6 5I TYPE B. �\ O 3. WHERE FRAMING AT ADJOINING PANEL EDGES IS 3"NOMINAL OR WIDER,NAILS SHALL BE STAGGERED. OFFICE COPY c� d)AT INTERSECTING SHCh INDICATES CAMBER(INCHES) EARWALLE ONLY(I)HOEDOWN IS REQUIRED.THE HIGHER "'1 T � 4. PROVIDE 3"x3"rY"PLATE WASHERS FOR SILL PLATE BOLT CONNECTIONS. CAPACITY NOLDOUM SHALL BE INSTALLED. 1 .ipJ., 1A 'N • G r \ /1'$"f EXTEND FTG. T.O.GRADE ' I _ I Ws�,'a'`"'a. ,d"':,'� , . , Q •POST «515.00 / HILL HT.STUD FRAMING TO TRUSS /3' W ri W . TY—� — � � I b:,, 2 e� ‹) Z m L :\- - 1 �. THICKEN FIG. TYP. I IWin O I, 4'!j" �, TO 12"a POST I • 1-4 NA 1 KA" f x a I CHANGE .••,` / /2-0 b"s.o.G.w/ FOUNDATION WALL I "1 J •4.6 OY.0•• TO 10'HIGH PER u 8 //I_ EA.161;.f;..,0„WASTRUCTURAL RS-1 175 AND RS-2 DRAWINGS. 1 I O 2 i II n ` (3)•4 EA,WAY 1. Aboli-W/ e il Pq I L _ +� \/ x 4� '� N ® I — — T — — J — 1 W'/ 3 •4 x. AY — eph I ("N W/(3)•4 EA.WAY ,.,.? L — • \ \ • • I T.O.SLAB ob. , ��� ;A a r ...: -�+t_ ►_ lv L 3 'C-m —� — _LI - .510,00 Y A I `9 ri 1—I 2 2 btfr:•~ I ii i� cd H IV zV -STAINING WALL I ` 3b"SO x 12"DP (4111) IIIII" pz1 I 2 W)(3)•4 EA,WAY TO 2ND i,-1_ — A FLOOR C� c6 x A ® k+NN r4 VD "�•'-�-�� g ISI I I 9 X Q Lf 1-4 C.J. 1 38 I ' X I I cV ¢t I I I - F.T.A.O.STRAP SEE (3)2+12 STAIR 111 I- 1,i ri ELEVATION 2/S3� STRINGER �� X10 2ND 14. 04/05/2018 85 I f-b"W/ I I ,'t aaR O w (2)•4x CONT- •, :Ifi. - 4" F.T.A.o.O F ■. © A © I I I INFILL �, ` ICJ FRAMING I I 1 I I 1 , F�WINDOW I I m PROJECT NUMBER: II I OPNG.� =TO 2ND I 218118 REPLACE(E) -- - --„- _ +_ I I I (— — --P///////d I L WINDOW W/DOOR FLO I II ENGINEER:ACG �(E)HDR.TO REMAIN r-2"xCONi.� I I � I I 1 I STRUCTURAL PIG. I I, L _ J l___ J I..\__ _-� F�b"STEM L — — _ �r`- 4Y,,....;2i1 rB_::-: V, \ I- J I m I 1575 I I \ WALL ` — 3� STEP STEM WALL AT OPENING i. (���R O'N KOA.°.ELEVATST AP SE • / Ilk -TYP. ` S 1 (F,T.A.OJ 0 I (�i / 9 (E)CRAWLBPACE �i j / 1 -i 1 0 FOUNDATION PLAN IST FLOOR FRAMING PLAN CID SCALE 114”.I'-0" I 0 1 1 .� N WEST FOUNDATION WALL CHANGE 7/24/18