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12 INSULATION — BAFFLE INSULATION PEF�- 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 WE DOUBLE 2x S.P.F. TOP PLATE .(2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. SHINGLE ROO -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER _LLAF UJ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C S6 SHEATHING JOINT >< FOR MORE INFO 0 LU 16" O.C. 2X S,P.F. STUDS in 3: W/ (4) 16d TOENAILS TO TOP PLATE 0 cn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 318" 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 LL Vj INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSEI I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FORAN AREA !� 1000 R B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1 FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ETAL SEAT ER PLAN OR FELT OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8' PN GYP, TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X1 6" CONIC. KNOCKOUT INSTALLATION PER BLK, W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN TOM OF NOTE: LAP SHEATHING TO BOT BAND JOIST TYPICAL SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL 1x WID FURRING @ 24" O.0 LU o- U) 0 o-AT GARAGE CONTRACTOR BASEBOARD LO CN TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE /FINISH 4 GRADE 00 1. 'fl7=TtT= = i_E - -_ �= - 00 I 6x6 W1.4xW1.4 I I IEEI I I I IEE 4 IE5 EEI I I�El I lEil I 1:F Z�? S-1 WWF OR FIBER E H I I IEE1 I 5�1 I IE -1 El 1'. I I IE 4'� @7A —I E - oil RI 117 .. 11511 = STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR-/ (SEE DETAIL) W/3" MIN, CLEARANCE 4" 1 �41 TYP 2-STORY WALL SECTION rj",� SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/(8) 10d x 1 1/2" NAILS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od X 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-----, BAND *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" 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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER �TE 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. N - SEE 2 D FLOOR FRAMING SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN _ I - SEE FRAMING i WEEP SCREED PLAN INSTALLED PER MANUF. 2"X4" CROSS BRACE @ O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLOCKING& MIN. 4" EMBEDMENT \-SIMPSON HETA20 W/ (8) 10dxl 1/2" 48" END WALL W/ (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=T-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 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 W1 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 @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR,ADDITIONAL INFORMATION. TRU RIBBONS RUS DETAIL (FLOOR T 60� SCALE: 1 1/2"=V-0" �6 NOTE: SEE TYPICAL WALL ADDITIONAL INFORMATION SECTION C/S3 FOR (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6". (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 A<U,> 4. A. 4 0. A — qL11F., I ILI 11-111 �(3) #5 CONT. ON 3" 11 CHAIR W/ 3" MIN, 8" 1 _8" 8'�_] CLEARANCE INTERIOR 2-STORY FRAME SECTION �'S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" � �S6 ADDITIONAL SLAB INFORMATION. W = U) 0 15/32" OSB EXPOSUREI SHEATHING F _x PROVIDE _x BLOCKING AS REQUIRED PER D SECTION X-X IF Lij _j NOT FULL HEIGHT SHEET- Z FLOOR SYST M WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, (2)- 2x TOP PLATE BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE --EXPOSURE Lr'&- 1 F LU SHEATHING LU SOLID 2x "C BLOCKING @ ALL 62 C\ I r SHEATHING 0 EDGES(SEE U) OPENING k. SECTION X-X) -.1 LU IL �', i -X E!:y —X _2x STUDS LU BEYOND. SEE PLAN CS 0 U) \-2x4 P.T. BASE \--&JHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" NA SPACIN 3/4" s SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 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 SECTION X-X 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP, DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SPACE IS RECOMMENDED BETWEEN PA ELS AT EDG S AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHAL LNOT Lij PENETRATE SURFACE MORE THAW/8". W z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL , Z L LL NAIL OPENING PERIMETER w/ (2) ROWS @ 4"O.C. wl 8d COMMON NAIL. C 0 Q NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. in wl 8d COMMON NAIL LU U' " 1- 0 r L�'- =< CO ) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF � F wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0: F- 0 0 U) L'L @ (2) 8d NAILS @ 3" D.C. TO EACH TRUSS END OR @ VERTICAL U) LU LL N LU 0 MEMBER IF GABLE END LL = LL U) NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". K, C� WALL SHEATHING INSTALL. 1\16� &NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN - INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS e EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS * OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 0, SEE PLAN FOR REQUIRED 0 CONNECTIONS WALL HEADER DETAIL LOAD BEAR I NG/EXTER IOR FRAME 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS I (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W1 8" EMBEDMENT @ 24" O.C. W1 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 4' t�A 'A A 4 4. A I jj� A ::::::11 1' 'd I 4 \4 1_7 1��l - — 111 " (3) # 5 REBAR ON 3" CHAIR -/ 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING U9 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING STRAPS SIZE JACKS � STUDS JACKS STUDS SIMPSON EAEND EAEND EAEND EA END V-4- (1) (2) (1) (2) (1) LSTA30 4'-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. @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. .0 FINISH GRADE OP T_ VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and e( for compliance with the 2020 IFBC 7th Edition by Debra Anne Klahr PX2300 �r,72,77--,P— Ae- N N x, "'5 0 0) U N CY) N, V, LO A 10 LO LU z 0 L0 'Lo E > 0 - 0 (D -= 6. 0- U _% 0 (y) IV, W MW (y) C,4 Ln .1.. 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