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12 BAFFLE INSULATION PER -- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" URRICANE ANCHOR @ EACH TRUSS O.C. MAX. -SHINGLE ROOF -SHINGLE ROOF O.S.B. (SEE ROOF NAILING 15/32" CDX PLYWOOD OR 7/16" SCHEDULE ON SHT SN1) LUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS lx2 NAILER LU PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT cn FOR MORE INFO 16" O.C. 2X S.P.F. STUDS Lu 0 W1 (4) 16d TOENAILS TO TOP PLATE 0 (n L 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W1 (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J uj LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12"O.C. FIELD U- INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�� S6 S6 SPACE INTO APPROX. EQUAL AREAS. f FLOOR SYSTEM SEAT ETALSEAT ETAL �P\ER 0 OR FELT 7PLAN7/ PAPER FOR MOISTURE A. BARRIER 1/2" HIGH STRENGTH OR 518" GYP WB (OR 5/8' GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'0/C WALLS STD. 90 POOK (SEE DETAIL) 1/2" GYP WB 8"x8"Xl 6" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) uJ 0 4"x4" INSPECTION PORT AT zi a. EACH FILL CELL TYPICAL W CD 1 x WD FURRING @ 24" O.C. a - AT GAPAGE CONTRACTOR BASEBOARD ED TO CLI f BLOCK OR POUR m- MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE '4 w 00 /FINISH GRADE 44 A op 6x6 Wl.4xWl. 7 WWF OR FIBE MES 4 I I r__ 9 4 LLFE.1 I [�.El I F m T T: 1—jjj=_j_L --STD. 90'H lot I 'HAIR'.!.-/ OOK (3) # 5 REBAR ON 3" C (SEE DETAIL) W/3" MIN. CLEARANCE 4-1 11-8-1 TYP 2-STORY WALL SECTIO SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP W/ (8) 1 Od x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-C FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO STUD & (8) 10d X 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ----- BAND JOIST *SIMPSON LTP4 W/ (12) 8d xl 1/2" NAIL @ 24" O.C. I lst FLOOR WALL SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES:*USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING --\ ATTACHED WALL SHEATHING 5z TO BOTTOM PLATE/CHORD W1 8d '0/ @ 4' C, 2 ROWS STAGGERED E S6 FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF E N D WALL W/ (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING -A FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 wl (8) 1 0dXl 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2_02 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 314"=V4 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT. PLATE (2) 10d @ 6" OX PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE: 3/4"=V-0" S6 B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=V-0" "6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'4'. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 1 Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE .5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH lr� AV A-4 44 FF--T[T;:= 4. .-A ETI r=TI F I I IvtL___-t-(3) #5 CONT. ON 3" 11-81, CHAIR W/ 3" MIN. F8 T 8" 1 CLEARANCE INTERIOR 2-STORY FRAME SECTION ��S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ��S6 ADDITIONAL SLAB INFORMATION. U' = U) 0 (o 15/32" OSS All EXPOSURE1 SHEATHING _x —X PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF w NOT FULL -i J HEIGHT SHEET- Z I I� I G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I EXPOSURE 1 F SHEATHING w w SOLID 2x BLOCKING @ ALL Q\ SHEATH!NG EDGES(SEE OPENING -FrTION X-X) w q: 0 i� S _xx w _2xSTUDS LU BEYOND. S EE PLAN Ll Zi o I� ll�� L -1 Imll cn "-2x4 P.T. BASE \_�HORIZONTAL PLATEBEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI 1 r-1 r-XIA'rl^kl r%lAr%r'%ARA 3/8" SPAi S 3/4' _lr� 4t" SINGLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3' D.C. STAGGERED FOR SHEATHING SECTION X-X 'M �,h4� �Rl V 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, O/c TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT W, PENETRATE SURFACE MORE THAN Y8". NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL NAILAT TOP PLATE TWO ROWS@ 4- O.C. w/8d COMMON NAIL z LL NAIL OPENING PERIMETER wl (2) ROWS @ 4" C.C. wl 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6- D.C. w/ 8d COMMON NAIL. � = cn STAGGER ALL VERTICAL JOINTS & NAIL @ 4- D.C. w/ 8d COMMON NAIL 0 iwm W LML P 0 cr o PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" D.C. (2) ROWS @ TOP & BOTT. cr 1.- 0 0 co (n U) 'a _' :' F- 20 LUL @ (2) 8d NAILS @ 3- D.C. TO EACH TRUSS END OR @ VERTICAL z .' 0 w cr MEMBER IF GABLE END LL = , CD NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 21/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. � �6 & NAILING SCHED. REVISION 12-7-2020 I 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2)) 2x HEADER SEE PLAN �4 \-- INTERIOR HEADER: BOX H EADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS o EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 wl (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T.BOT.PLATE ?b FLOOR TRUSS [�RFAM SEE PLAN FOR REQUIRED' CONNECTIONS i SECOND FLOOR LOAD BEAR I NG/EXTERIOR Ixe M FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 1 0""J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 WI.4xWl.4 WWF OR FIBERMESH 4'. A 04 -4 A m A A .11 M I I I M I , . I A. A A III �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPEN I NGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 114, (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (I)LSTA30 9'-1 6' (3) (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS Wl TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE op (3)#5REBARON3"CHA.IR---j 4" 1 "1 1-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE JIS6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 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