6930 CARSON RD 2021 Plans 2022-11-14

SFE,4RWACL SCHEDULE (CDX) r EA JOIST."' BOTTOM PLATE IS REQ'D, USE SDSY4x4Y2 LTA' PER SHEARWALL SCHEDULE � LTF PER S EARWAaLL SCHEDULE � ALL i—� � SHEARWALL EDGE NAILING TO SILL SHEARWALL EDGE NAILING TO SILL 1 ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM —FIR NO. 2 UNLESS PLATE PLATE NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE DOTE m 6 Pa . as $ 2. SI EATHII MAY BE INSTALLED EITHER HORIZONTALLY R VERTICALLY. ALL SHEAR ALL JOIST PER FLAN (I J uS`� � � JOIST �'E PLANI�—JIT SHOWN) .� 6 11 SHEATHING DUST EXTENDTO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND OR IERS, _ ae r� �a 8 WALL 4 BARS 1 o WALL �5 AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. EACH WADY. 2) #4 BARS 0 TOP. EACH WAY. (2) #4 BARS 0 TOP. as HOOK VERTICAL BARS INTO FOOTING � HOOK VERTICAL BARS INTO FOOTING 3. WHERE SHEATHING NAILING I IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS ALTERNATE HOOD DIRECTION. 1 � ALTERNATE H DIRECTION. ' ' 'L — — 4.F& I RECEIVINGESE NAILINGFROM ABUTTING PANELS SMALL IT E LESS THAN SIIGLAV ..�._...�..�.�� Ii 191� p IP1= 3—INCH . NOMINAL MEMBER. a ADDITIONALLY, HERE SHEARALLS ARE SHEATHED P BOTH sa FACES, ALL STUDS AND PLATES RECEIVING EDGE IAILIN FROM BOTH FACES MUST BE SINGLE ®INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF ( TYP i a T P THESE CASES 3x ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE 9m PERFORATED1-1p_4Q$�a_ap �'L9l F�aPERFORATED � �I�Fa � PLANS THE ENGINEER. FOR SHEARWALLS 3 AND 4a A SILL PLATE MAY �E USED CENTER IN ONE CUBIC FOOT F EN R € NE U I FOOT OF IF TWO TIMES THE NUMBER OF ANCHOR BOLTS REQUIRED " THE SHEAR A .L SCHEDULE FREE DRAINING GRAVEL AND DRAIN *BREAK SHEARWALL' FREE DRAINING GRAVEL AND DRAIN TO A UTFALL. T APPROVED O TF LLa ARE USED EI.. SPACEDE 203 1 SECTION2o-,o1Da --Ic TT 4. SHEAR ALL NAILING CRITERIA IS BASED ON TABLE 2 D m4x1 OF THE INTERNATIONAL NAL ILL PLATE BUILDING CODE (FAR ) REPORT IER®- (F Sx ALES ARE BASED ON JOISTSPERPENDICULARJOISTS PARALLEL HEM —FIR NO. 2 FRAMING TIC COMMON NAILS a H LDS I'JS AND OTHERNNE TI S MAY BE REQUIRED AT THE ENDS OF MANY (T)EXT. WALL FOUNDATION CONNECTION SCALE.. '=I'— w SHEARWALLS. SIZES AND LOCATIONS F THESE CONNECTORS ARE INDICATED ONE THE PLANS. REFER TO THE APPROPRIATE DETAILS ND/OR H LDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE 2 'S ARE USED AS A H L OWN POST, SHEAR ALL EDGE NAILING MUST BE STAGGERED INTO L. EACH MEMBER OF THE POST, *FOR MOLDOWN5 IN5TALLED IN NEW ffOUN TION . dAp p�I6 p+e AOR LT MUST E` EMBEDDED, MINIMUM F " INTOCONCRETE R GROUTED py��\p, pgpg BOLTS ®y'�y� ¶� a� N k P ® A K t R C LJ A I I MC' tl # A A*'k f r% ^ m l a k�°jd r- k. @ A H A 9 B E 19 P ®. .9 PY _ $y .ewe: e+a a xm� vrs. rn,. rv�.. tee. a cn. e.e. a® —Do .-. .n... ,ti..,.._ a P a�° P l t lvl l i 8. Y�9 rt__ wd .e_ •'' T . R V R I kA R W n A 9® KIT I I 1I . I 8 as O/C INTO L KIN LlA&8mL_^4fl rl^ ° . 614. V.