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(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 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FL OR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP W13 (2) TOP PLATE W1 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER LU 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 in W/ (4) 16d TOENAILS TO TOP PLATE 0 co 718" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W1 (2) 1 Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 LL W 1114OULArION PER 1/2" GYP. WIB 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 :5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA;;pos- S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYST --METAL SEAT ER PLAN OR FELT PAPER FOR MOISTURE V ifl BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" OIC CEILING & 8'01C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4 �!E A M I I- EI I IEI I IEI I 'A H IEI I IEEI I M I I= I _11 . 4 111-111 6x6 W1AXW1 4 4 WWF OR FIBERMES STD. 90 NOOK (SEE DETAIL) 8"X8"X1 6" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT .�ARCHITECTURAL FINISH (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CY) LL ULI 0 4"A" INSPECTION PORT AT m =i a. EACH FILL CELL TYPICAL W U) CL m AT GARAGE CONTRACTOR CY) TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE :INISH GRADE 00 (3) # 5 REBAR 0 \-STD.90*HOOK W/3" MIN. CLEARANCE 4" 1 14 N 3" CHAIR5 (SEE DETAIL) b TYP 2-STORY WALL "'""ECTION-- SCALE: 3/4"=1 C? CD :2� B SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" 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 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL- 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 FRAME CONNECTION @ WOOD 1ST 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 FEND SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 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. �6 E S6 2x STUDS @ 1- 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED -1 6d 2X4 RIBBONS, EACH W/ 4 NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUR SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN, 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1 ST FLR. SEE JIS6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. Lu LU = co m 0 U) p—mwnm—mq 15/32" OSB EXPOSURE1 �x SHEATHING _x PROVIDE BLOCKING AS REQUIRED PER 0 SECTION X-X IF I LU NOT FULL _j HEIGHTSHEET--/I 2 a) Z FLOOR SYST IM (2)- 2x TOP PLATE BEYOND __15/32" SB EXPOSUREI F SHEATHING Lij LU DLI :D 2x C LOCKING @ ALL C SHEATH 0 ING U) EDGES( OPENING I I SECTION X-X) SEE 0 r _x Fr Ly T!7 _x 7 —.@ LU _2xSTUDS LU BEYOND. SEE PLAN 0 0 j_jU U) \-2x4 P.T. BASE 2x RIBBON OR VERTICAL \_�HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %A1A1 I r-1 r-%1A'r1^k1 MIA^MARA 3/8" "S" = NAIL 3/8" SPACING 3/4"l 1/2" S /2) S S N S J�12 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 wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. A 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.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE T T DA D R BLOCKING AT ALL EDGES. A MINIMUM 8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAW/8". E NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL 0 NAILAT TOP PLATE TWO ROWS@ 4" O.C. wl 8d COMMON NAIL Z LL (D NAIL OPENING PERIMETER wl (2) ROWS@ 4" O.C. w/8d COMM 0 @ NAIL INTERIOR AT 6" O.C. W/ 8d COMMON NAIL. U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL � LU 0 D 1-0 Uj U>- PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADEF CF OM F wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. < LE U , U) 0 co ca @ (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL U� Z cn W 0 0 N LU MEMBER IF GABLE END L�: 7 LL _(n NOTE: WALL SHEATHING INSTALL. rc � �6 &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"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) ONLY 12d TOENAILS e EXTERIOR HEADERS: (1) 2x SILL PLATE W1 (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE wl SIMPSON LS30 w/ (6) 10d x 11/2" EACH SIDE STUDS TYP. P.T. BOT. PLATE RIBBONS FLOOR TRUSS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR ",,- SPECS ON FLOOR 2ND FLOOR FRAMING SEE ADDITIONAL INFORMATION SECTION J/S6 1/2" GYP. W.B. MIN. @ DECKING -\ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE ATTACHED WALL SHEATHING HGT. FOR WALL HGT. :5 8'-6". (2) TO BOTTOM PLATE/CHORD W/ 8d ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" @ 4" O/C, 2 ROWS STAGGERED PTS FOR WALL HGT. > 8'-6 EMBEDM ENT @ 24" O.C. W/ 17, SIMPSON SP1 W/(10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) FLOOR TRUSS SEE FRAMING WEEP SCREED 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH PLAN INSTALLED PER MANUF. jj�. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dxl 1/2" 4<. -11 1=1 117 O/C FOR THE 1ST 2'-0" OF NA ILS @ 24" O.C. INTO TRUSS IEI END WALL W/ (2)1 0dx3" @ EA, BLOCKING & MIN. 4" EMBEDMENT �: �_11_11_101 I END INTO 2"x4" BLOCKING IN KO BLOCK I M I I E El I IEI I IE E I ff . I I= III.,, IMIMIM11 p- 111 (3) #5 CONT. ON 3" SEE DETAIL 202 FOR 111 8" 8" CHAIR W1 3" MIN. MORE INFORMATION CLEARANCE 2ND FLOOR FRAME CONNECTION / �R, INTERIOR 2-STORY FRAME SECTION le`*�S PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" 1\16� SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. FOR ADDITIONAL 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.0 W/ 2"DIA x 3/16" PLATE WASHER'(MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W1 6x6 W1.4xW1.4 WWF OR FIBERMESH 4' 4 E q Cl) A 4-. 71 . 11 4 A 4 (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE A LTERNATE FOOTING M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 V4 (1) (2) (1) (2) (1)LSTA30 4-4 (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 W1 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. co F NISH GRADE 0? @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 2� MAY 3 B 2023 \/V\ V Virtual Review Assist Inc Plans Review completed an'd ap" ir p ved ior compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 co I I e.. 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Z ��Cl Z C/) 0 z LL _j z 0 Lj L) � < 0 LU III z 0 Uj m � W 2 0 W Ej 5 0 UL < U_ 0 CN W 4 > U) CD co (=:) CV) C/) _j U? 0- Cf) I LL 1�31 U) - I-, z Li < L(? 0� 0- co a- r-- < >- < 00 z C) z W U-1 C:) C:) 04 C14 m C14 CY) C14 0 04 C) N C) 04 P-� CN 1� t' 4 0 0 0 0 C:) 00, Q CD (0 - 00 - 0 04 C) N C) N N CNI C) C� C) 2 0 C� C) C� CD �4 C) C� 0 N 0) N CD LO 00 CD CY) v-- V-- 04 6 M U C) C 4 :, 4" CD CD 6 6 11 (6 0 N U-) E 0) > 0 CD CD C6 C) 14 0 L6 C) 6 CD pl� U") 00 z Z z 0 -6-0 �_j LU W LU U) 5: 0 C) 0 < 0 -0 0 Ix Uj -r LO -0 CL LU F- I.� 0 W 0 < 00 F- = z .4 r (D 0 t= III z �: _j 00 5. >_ ry W 0 z z Z Lf) LU 0 < < _j2z >_ CD < ( CL >_ W U) Z U) z z < 0 Irmy . . z 0 _�e 0 j 0 0 00 z z z 14 W Lce) (.0 C-,4 LAST PLOT DATE > Apr. 24, 23 0 STRUCTURAL DETAILS —MONO