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(2) LAYERS ASTM TYPE II 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 II 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 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS ZZ7 O.C. MAX. f SHINGLE ROOF SHINGLE ROOF I L 15/32" CDX PLYWOOD OR 7/16" BAFFLE BAF O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J w — PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT ><FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d : w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD L` _ IO INSULATION N PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C �Y TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 (_B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W! FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL E IN S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM --METAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE ®.' . BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C, w 4"x4" INSPECTION PORT AT Ir IL EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. o AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE N Q FINISH GRADE M ' i—III —=1 00 ' I IfI I —III —I I III —_ 11, 6x6 W1.4xW1.4III I I F 1 I 1=1 11=1 11 I °' a Q 111_=1 I 1�I 11=1 1- WWF ORFIBERMESH 11111EE 11I111111111111IIIII 1111�1�1 �— ' I ;III 11 I I� 1 11 111=1 11=1 I 1=11541 (3) # 5 REBAR ON 3"CHAIR (' • ,III, ; ,1 11-I I 1=1111 STD. 90'HOOK (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" 00 _T CD Z r � SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 112" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD ZIP / 2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" " NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER eTE W/ O.C. )OR 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 rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF, 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION 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) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. 15/32" OSB EXPOSURE SHEATHING F x PROVIDE x BLOCKING AS REQUIRED PER f o SECTION X-X IF w NOT FULL HEIGHT SHEET --A z G FLOOR SYSTIM (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING W x SOLID 2x U) BLOCKING @ ALL j C C SHEATHING O EDGES(SEE OPENING SECTION X-X a U C x w x E F 2xSTUDS W BEYOND. _ U) SEE PLAN o O '--2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING /rS 1/2„ 1/2" s' 1/2„ SINGLE NAIL EDGE SPACING DOUBLE 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" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMY" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYa". H rn ? 0NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMI w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. to O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. O w/ 8d COMMON NAIL J w O CrO PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER } Q 0 rn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. x P 0 0 ) '(0O_ F m LL r Q (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL K cv W O O ~ MEMBER IF GABLE END LL C 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". rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 SFF'O� N� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS ppxTFFLOOR TRUSS / DETAIL FLOOR TRUSS)( 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. _< 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 wl (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH =III ° III —III —I —I I1=III= —I 11 11I— (3) #5 CONT. ON 3" l 8" 1 V-8" I 8" I CHAIR W/ 3" MIN. L l CLEARANCE INTERIOR 2-STORY FRAME SECTION rs— SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. BEA SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 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#.) 2500 PSI CONCRETE MIN._\ SLAB W/6x6 W1.4xW1.4 WWF OR FIBERMESH •� rid n° III —I I —III I I d a a4. ° IIIIIIIIPEII111 ° d G a (3) # 5 REBAR ON 3" CHAIR 4" V_ge W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 T-9' (2) (3) (2) (2) (1) LSTA30 9'-16- (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 W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 1I111; 11 0 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. OCT 2 0 2022 Virtual Review Assist, In& " Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Ili AIM 1 . I' I . II �...1 11VI I] 11., 1, IL I I _. - - - - I11 1 1 I- Tf.- - -. - - - 1 N N dui: I� y 1 J-`+ LO O 00 e P e ¢ A V �^. 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