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MARK MODEL ANCHOR ROD SEE . DIAMETER PLAN POST PER PLAN D LL A HDU2 5/8"O 3/4" PLYWOOD HOLD-DOWN PER 2x STUDS @ 2x6 @ 16" O.G. SHEAR WALL PLANS D HOUS 7/8"O 16" O.G. 3/4" GYP. CRETE ROD FOR HOLD-DOWN 3/4" PLYWOOD (2) 2x PLATES STRAP PER PLAN E HOG& 7/8 tD 3/4" GYPGRETE OR 2x PLATE AND (2) 2x6 PLATES OR AS OCCURS -FILL EVERY G HOU14 I"cD 5 1/4x16" P5L 3/4" GYP, CRETE 2x BLOCKING 2x6 PLATE d 2x6 BLK OTHER NAIL HOLE @BLOCKING FLOOR SHEATHING 4x BLOCKING @ NAILER PER PLAN STRAP LOCATION RED 121-7 J sINN erARGHITEc a 35a 13/4x14" M.L. EN 204922.B�IOO 1/4 STRINGERS EN W/ SLOPED EN � OPTIONAL PLYWOOD EN ROD �D PER PLAN "HUTF" HANGERS / EN SPLICE EN / I(CENTER IN WALL ABOVE) (NOT SHOWN) / LPT4 @ 16" O.G. J 1/4 3x NAILER // (2) 2x PLATES \\ // (2) 5d, TYP, SEAL: X LSL RIM BD. W/ (B)IR65dT x 2 112" SR 0T, OFESSI // / \ 2x FLOOR JOISTS STAGGERED ��o�� MOZA/p, PER PLABEAM N PLY / \ PER PLAN /�1 PLYWOOD E �� q��f / — I SPLICE u, No. S 3959 EN Exp. 3/31/19 / 2x LEDGER W/ Ibd TJI FLOOR JOIST PER PLAN / FLOOR FRAMING PER PLAN @ 6" O.G. W/ HU HANGER I v W/ U HANGERS PLAN D LPT4 @ Ib" O.G. (2x8 @SIM° GOND) 9��IrUCTvgo�ti� OF CALIF W BEAM // BEARING BLOCK/STIFFENERS I (2) 2x TOP PLATES BY TRUSS MFR, W/ M5T3� / 2x STUDS @ AT ALL TOP SPLICES IUS HANGER (TYPJ NOTE / 16" O.G. 1/2" PLYWOOD OR BEAM—/ 16 I/Ib" OSB 2x6 HEADER AT - ALL EXTERIOR WALLS W WINDOW CONDITION TO HAVE 1/2" PLYWOOD. D 2x6 @ 16" O.G. SEE D (3x6 AS REQ'D) - RIM BD. SPLICES ARE PLAN (WINDOW AS OCCURS) TO BE STAGGERED 8'-0" SECTION (MINJ. MOZAFFARI E N G I N E E R I N G 1 5 0 0 " F" STREET S d 18150 D SII II d S d 0850 D F M O D E S T O , C A 9 5 3 5 4 TEL. (209) 5 7 2-4 4 3 0 111 SCALE I SCALEI I 5 SCALEI I 1 SCALE FAX. (209) 5 7 2-4 4 3 6 SD2 1"I 11' 0" 2 1"I 11' 0" SD2 1 1'IO" SD2 1" 11'10" www.MOZAFFARI.NET 8 1 D BEAM PER PLAN D PEE LAN D I I I 2x STUDS @ 16" O.C. 2x6 @ 16" O.C. I HSS PER PLAN -VERIFY I I 3/4" GYPGRETE (3x AS REQUIRED) H I I (2) 2x PLATES (2) 2x6 PLATES OR 3/4" PLYWOOD ELEVATOR MFR, I I I I 2x6 PLATE d 2x6 BILK I r u (2) 5/8"ov x 4" L° SEE 3/4" GYP• CRETE LAG SCREWS I I PLAN FLOOR SHEATHING 3/16 I PLI/4x5x1'-O" I I EN PER PLAN 0 24 FLAT BLOCKING SHAFT ELEVATOR (2) 5/8"0 M.B. I I EN EN EN 11 EN EN by HILTON- EN'I I EN I I - - - - - - - - - - - - - - - - - (2) LVLRIM J015T i TJI FLOOR-/ I \ / — — — — — — — — — — — — J015T PER PLAN I PER BEAM AS OCCURS /X\ \-2x FLOOR JOISTS (2) 2x TOP PLATES TJI FLOOR JOIST / \ PER PLAN PER PLAN 3/16 I I I2112" I I PLAN D 2 1/2" I I EN cV HEADER AS OCCURS H55 PER PLAN -VERIFY I I'-O" W/ ELEVATOR MFR, I 3/16 d) 16 O.C. @ L4x4xl/4x8" LONG 'n PLAN �/I E W 2x6 @ 16" O.G.Ilk 2 I/2" (3x6 AS REQ'D) PLAN D NOTE: ALL EXTERIOR WALLS PLI/4x5x1'-O" TO HAVE I/2" PLYWOOD 3/16 N S d -850 Di ^� 14 SCALE 10 SCALE-- 6 SCALE 2 SCALE ' w SD2 1"I 11' 0" SD2 1"1 11'0" SD2 1"1 11'10" SD2 1" 11'1 O" (J1 FLOOR SHEATHING 2x6 @ 16" O.G. PER PLAN Q Z 2x6 SOLE PLATE FLTP4 @ (2) 2x6PLATES O (2) II/4" 1.3E 16" 0 ELEVATOR OR 2x6 PLATE a SEE 2x6 @ 16" O.C. Ox AS REQUIRED) SHAFT 2x6 BLOCK PLAN 2x6 @ 16" O.G. LL TIMBER5TRAND L 3/4" PLYWOOD J — — — FLOOR SHEATHING PER PLAN 3/4" PLYWOODIbd @ 12" O.G. 3/4" GYP, CRETE Ibd @ b" O.G. 3/4" GYP• CRETE (2) 2x6 PLATES OR 2x6 PLATE 3/4" GYP. CRETE a 2x6 BLOCK (SEE SHEAR WALL 3/4" PLYWOOD PLAN / SCHEDULE FOR STRAP PER PLAN AS OCCURS -FILL EVERY ATTACHMENT REQUIREMENTS) 3/4" GYP. CRETE OTHER NAIL HOLE @ BLOCKING LTP4 @ EN EN EN EN EN EN I " O,C• - - - - - - - - - - - - - - - 19 F EN EN 2 EN s O � J ..°. ..°. PER LAN JOIST Li TJI FLOOR P �' (2) 2x6 > TOP PLATES A35 (2) 2x6 TOP PLATES 2x6 HEADER A35 PER PLAN _ EA. SIDE EA. SIDE - - - - - - - - - - - - - 2x JOISTS A35 A35 BEAM BEYOND PER TJI BLOCKING @ 48" O.G. PLAN TY HANGER E W DETAIL 8/502 OR D TYP. 14/SD2 W/ IUS HANGER EACH SIDE 4x BLOCKING @ TJI FLOOR JOIST LSL RIM JOIST L4x4x8" LONG W/ PER PLAN STRAP LOCATION SEE 2x6 TRIMMER (2) 5/8"0 M,B, TO (2) LVL RIM JOIST D O LVL RIM BOARD d PLAN TJI FLOOR JOIST PER PLAN � Ibd @ 12" O.G. TO BEAM x 4" LAG La 2x STUD @ 16" O.C. 2x6 @ Ib" O.G. WEB STIFFENER BY STAGGERED (2) 2x6 TOP (3x AS REQUIRED) T M PLATES L5L BLOCKING (2) 2x6 HEADER PER PLAN OPEN 2x6 @ 16" O.G. ILLO FIRE RATED WALL ASSEMBLY 2x6 TRIMMER PER ARGH'L Z 3 11 SCALEI I I I SCA I SCALE < SD2 1"1 11' 0" SD2/ V' 1'10" SD2 1" 11110" Z GAP PER H ARCH'L 11Q 0 H555x5x1/4 STEEL TUBE COL, Z) (VERIFY W/ ELEVATOR MFR) (Y _ PL 1/4"x5"x12" W/ (2) I 2x STUDS @ 16" O.C. 3G SCREWS. I SEE O� J AS APPLICABLE OCCURS ON BOTH SIDES /8"x3 I/2"L. LA (TYPJ I PLAN D I 1/8 TYP, 2x6 @ 16" O.G. TYP 2x6 STILL . N I/8 2x PLATE W/ Ibd REVISIONS BY 111A1,1"111111 1fvX11 @ 6" O.G. -SHIM AS (2) 2x6 PLATES \ I/2"�D STUD BOLTS F F REQ'D OR BLOCK KATE d FLOOR SHEATHING, PER PLAN \ @ 24" O.G. (UON) EK\ N 3/4" GYP, CRETE \ COUNTERSUNK AS REQ'D FILLER AS REQ'D AT FIRE RATED LOCATIONS EN N PER ARCH'L \ BEAM PER PLAN xb TRIMMER �1111111ZYZZ11111114xlz /77//7777777//7777777777777 2x FLOOR JOIST (2) 2x TOP PLATES PER PLAN 2x FLOOR JOIST DATE: 02-27-19 HSS PER PLAN I DG HANOER PER PLAN 3x STUD PL I/4"x5"xl2" W/ (2) 3/6"x3 I/2"L. LAG SCREWTYP.I SEE ARCH'L DRAWINGS TYP. HANGER SCALE: AS sxowN SEE ARCH'L FOR I/2" PLYWOOD (TYPJ FOR RATED WALL ASSEMBLY TYP° FIRE RATINGENGINEERED BY: (A5 REQUIRED (2) 2x6 TOP PLATES (2) 2x(? TOP PLATES AM-JKE H555x5xl/4 STEEL TUBE COL. PER PLAN) (2) W&W x 8" TITEN I (VERIFY W/ ELEVATOR MFR) DRAWN: EM HD ANCHORS FIRE RATED GYP. FIRE RATED GYP. PER ARCH'L PER ARCH'L JOB NO.: 18-7850 GONG. FOUNDATION PLAN VIEW SEE D A35 CLIPS EA. SIDE 5HEET NO.: TYP. D SD2 S d 850 16 SCALED 12 SCALEI 8 SCALEI 4 SCALE SD2 1"I 11' 0" SD2 "1 11' 0" SD2/ V' 1'10" SD2 V 11'10" PRINTED: 3/4/2019