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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 LINDERLAYMENT 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 HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. SHINGLE ROO 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 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 WEI (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT (n FOR MORE INFO 16" O.C. 2X S.P.F. STUDS IJJ o 0 UJ 0 W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (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 LWL' LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ X: Lij 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 5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA?L,,o 1\_,��S 6� SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTE M ETALSEAT �P\ER PLAN 0 OR FELT PAPER FOR MOISTURE 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" O/C CEILING & 8'O/C WALLS '5" O/C STD. 90 �IOOK (SEE DETAIL) 1/2" GYP WB 8N8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL L__�FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) IJJ C -) 4'W" INSPECTION PORT AT EACH FILL CELL TYPICAL LU Cn a- 1x WID FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD KTO 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 /FINISH GRADE C14 00 - - I 'A4 Cn 4 0? Lj A A 7 6x6 W1.4xW1.4 4' CD 2� WWF OR FIBE MESH :11 1=.Tl I.-=1 I I-- 1 a `4 A' \-STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR 1 14 (SEE DETAIL) W/3" MIN. CLEARANCE 41' TYP 2 -STORY WALL SECTION i(�j SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO STUD 2nd FLOOR W, BEAM/GIRDER 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------ *SIMPSON LTP4 W/ (12) 8d x 1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL' 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 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 ,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 'IT" AND CORNER rN DETAILS SCALE: N.T.S. E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEPSCREED PLAN INSTALLED PER MANUF. \-SIMPSON HETA20w/ (8) 10dxl 1/2" 2"X4" CROSS BRACE @ 48" NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)1 0dx3" @ EA, BLOCKING& MIN. 4" EMBEDMENT IN KO BLOCK END INTO 2"x4" BLOCKING MORE INFORMATION SEE DETAIL 2/D2 FOR 2ND FLOOR FRAME CONNECTION SCALE: 3/4"=V-0" PARALLEL TO MASONRY WALL 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 TRUSC 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 WEEPSCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8) 10dxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-131" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL (FLOOR TRUSS) o� SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SECTION C/S3 FOR SEE SHEATHING ADDITIONAL INFORMATION SPECS ON FLOOR //---1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:g V-13". (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. W1 SIMPSON SP1 w/ (10) 1 Od 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 1 4Q> 4. . . . A 1-11 I -IN -TTJ�E NA. -A' 8" CHAIR W/ 3" MIN. V-811 8" — I ICLEARANCE 1:;;LL[;=:1_I I F"I (3) #5 CONT. ON W INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. LU Uj (n 0 :J 0 (n 15/32" OSB EXPOSURE1 SHEATHING -X _x PROVIDE BLOCKING AS 'fIR REQUIRED PER F 0 SECTION X-X IF W _j NOT FULL HEIGHT SHEET- S YST (2)- 2x TOP PLATE I/ BEYOND I :-:-15/32"OSB EXPOSURE1 SHEATHING LU = SOLID 2x U) C BLOCKING @ ALL SHEATHING 0 EDGES (SEE U) OPENING qFrTInN X-X) LU K _x j % LU -2x STUDS w BEYOND. U, SEE PLAIN 0 11 U) Lj "-2x4 P.T. BASE 2x RIBBON OR--r VERTICAL \_�HORIZONTAL PLATEBEYOND SEEPLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM MAI 1 171 r!%/A-rl^Kl NIAt-%MARA IS., = NAIL 3/8" SPACING S "1/2' SINGLE NAIL EDGE SPACING DOUI 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 wl (4) 8d NAILS (2) 8d NAILS @ 3- D.C. STAGGERED FOR SHEATHING IBM& BLOCIQNG_ SECTION X-X S 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 Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _j PENETRATE SURFACE MORE THAN u) 9 (3) NAIL AT BASE 2 ROWS @ 4" D.C. wi 8d COMMON NAIL NAILAT TOP PLATE TWO ROWS @4" D.C. w/8d COMMON NAIL Z LOL @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. @ NAIL INTERIOR AT 6" D.C. W/ 8d COMMON NAIL. U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. _j w/ Bd COMMON NAIL a _j w R 0 X co PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER -, r 0 lr- � 0 C) 'un, w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 in on -,j = to I.- 2 @ (2) 8d NAILS @ 3- D.C. TO EACH TRUSS END OR @ VERTICAL Z cn � - �x_ cli LU R 0 MEMBER IF GABLE END LL = LL �r_ En OTE: WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 0 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH r FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2x CRIPPLES @ 2"x`10" OR GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN �4 INTERIOR HEADER: 1 Od NAILS @ 81, O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) 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. -[vP.T. BOT. PLATE 00_+�:S;c FLOOR TRUSS i4 ;A '�10�� I R;:Am SEE PLAN FOR REQUIRED`_ CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR M 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 .4 44 C14 A V4 —tpria I 1. 11— . . . A A� 1 , I— (3) # 5 REBAR ON 3"' AIR 41' V-81" W/3" MIN. CLEARANCE ALTERNATE FOOTING 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X21/2" Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 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'-g' (2) (3) (2) (2) (1)LSTA30 L 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. 3RID LAYER 118" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1 ST FLR. SEE XS6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE OF C) MAR 0 4 2023 V� Virtual Review Assist, Inc. 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