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(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. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATION— 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2"GYP WE3 (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 _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT Cf) FOR MORE INFO w 0 W 16" O.C. 2X S.P.F. STUDS 0 = W1 (4) 16d TOENAILS TO TOP PLATE 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W1 (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d __j W :D W LAYER 1/8" THICK. U_ COMMON @ 6" OIC EDGES AND 12" O.C. FIELD a� U) INSULATION PER 112" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN I (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA;�,� S6 S6 SPACE INTO APPROX. EQUAL AREAS. j, FLOOR SYSTEM METAL SEAT ER PLAN OR FELT PAPER FOR MOISTURE =34 j BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/81, GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS I STD. 90 NOOK (SEE DETAIL) \�=-8"x8"X16" GYP WB 1/2" GYP WB _T CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN 1]) SOLID W/GROUT � NOTE: LAP SHEATHING TO B0170M OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ce) LL 0 4N4" INSPECTION PORT AT :-i M CL EACH FILL CELL TYPICAL 1 x WD FURRING @ 24" O.C. Uj U) AT GARAGE CONTRACTOR BASEBOARD LO cli TO CUT BLOCK OR POUR MIN. 2500 PSI CONC SLAB CURB DUE TO SLOPE MIN. PSI MAY VARYIER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE E /FINISH .4 GRADE 00 OP 6x6 W1.4xW1.4 E IF 4 EE1 I JEJ I JE�j I J= CD z WWF OR FIBE E I @_A M I M1 I F =111 I Ik '—STD. 90'H OOK (3) # 5 REBAR ON 3" CH I (SEE DETAIL) W/3"MIN. CLEARANCE 4" 1-4- TYP 2-STORY WALL SECTION SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO 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) 10d X 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP W/ (8) 1 Od x 1 112" NAILS TO STUD & (8) 10d 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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSSMOIST 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 'IT" AND CORNER DETAILS N SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING I 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 O/C FOR THE 1ST Z-O" OF \—SIMPSON HETA20 vv/ (8) 1 0dx1 1/2" NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING BLOCKING& MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIO N I( R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION 111"'s, FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSr 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) 1 0dx1 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. RIBBONS DETAIL (FLOOR TRUSS) 0 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'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE 2 x STUDS @ 16" O.C. 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. 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH TYPICAL TENSION 2600#.) =1 I M I zo IjIr A I IE�Llii rT- I J= 1 ,111--:F,111,,,=,111.,=,,.111::8:1(3)#5CONT.ON3" .=1—1 81 V. CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION i(�S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. �,S6 uj LU U) 0 0 (n 15/32"OSB ---\ 16/ EXPOSURE1 SHEATHING 1%, F x PROVIDE _x I BLOCKING AS REQUIRED PER D I a SECTION X-X IF W NOT FULL HEIGHT SHEET- Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND 1 15/32" OSB EXPOSURE1 SHEATHING LLI LU M SOLID 2x BLOCKING @ ALL :3 SHEATHING 0 U) EDGES(SEE OPENING SECTION X-X) - _/ Uj _x X F1 C11 _x W _2xSTUDS BEYOND. (UnI SEE PLAN Si 0 U) '---2.4 P.T. BASE \_�FIORIZONTAL PLATE BEYOND 2x R'RRnP* OP Jr VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI 1 r-1 r-A1A-r1^k1 r%lAr%r%ARM 3/8" "S" = NA SPACIN 3/4" s 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 92 SPF TURNED VERTICAL w/ 7/16" I 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 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.) 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 MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT LU PENETRATE SURFACE MORE THAN W z NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL 0 NAILATTOP PLATE TWO ROWS @4" D.C. w/8d COMMON NAIL NAIL OPENING PERIMETERw/ (2) ROWS @ 4" O.C. w/ 8d COMMC F- @ NAIL INTERIOR AT 6- D.C. w/ 8d COMMON NAIL. 3: Cn STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. wl 8d COMMON NAIL 0 :D LU PLYWOOD L>L 0 ��_ r0r SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF C<r U�) < cr P 0 0 U) W/ 8d COMMON NAILS @ 4- D.C. (2) ROWS @ TOP & BOTT. ('n �0_ (,n '2 U' 'Ir (D (2) 8d NAILS @ 3- O.C. TO EACH TRUSS END OR @ VERTICAL U) 111 0 � �- N Ul 0 MEMBER IF GABLE END NOTE: " " WALL SHEATHING INSTALL. �, �b &NAILING SCHED. REVISION 12-7-2020 OZ0 "?z 0 . 8d NAILS FOR WALL SHEATHING MUST BE MiN.131 X 2 1/2 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x"10" 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) 12d TOENAILS ONLY * EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 vv/ (6) 1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED—' CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 518"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 4 CN 1-1 1 JEE1 I JE� 1 4 Cl) IN '. =1 I Ul I =1 I N�_i I 1=1 I 1 4 Ill — ;Fr — —I 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS S6 OCT 18 2022 Virtual Review Assis Inc. Plans Review completed a appir �wbc for compliance with the 2020 8C M Editjoi: by Debra Anne Ktahr PX230',� n F HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1-4 (1) (2) (1) (2) (1)LSTA30 4-4 — (2) (3) (2) (2) (1)LSTA30 16' (3) _T 1 (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 wl (10) 10d NAILS AT EA. STUD WEEP SCREED INSTALLED PER. MANUF. 2X P.T. PLATE 00 FINISH GRADE co CZ) z (3) # 5 REBAR ON Y CHAIR 4" 11-8.1 W/3" MIN. CLEARANCE ALTERNATE FOOTING V r ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SEE JIS6 FOR SCALE: 3/4"=V-0" S6 C14 04 C:) C14 04 LO co LO < W 0 LU z In (1) L r) L�.) 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