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12 Z-7- 7 INSULATION — BAFFLE INSULATION P`Ef�- 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 WB DOUBLE 2XS.P.F. TOP PLATE (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND A17ACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TY-E 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 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS 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 EE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER Lu PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO uj w 16" O.C. 2X S.P.F. STUDS m: W1 (4) 16d TOENAILS TO TOP PLATE 0 (n 718" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ 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 _j W =) uj LAYER 118" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U- X: W INSULATION PER 112" 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 15 1000 B��R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEAL S6 SIS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETALSEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE I BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W1 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 w 0 rL uj U) 1x WD FURRING @ 24" O.0 BASEBOARD c� MIN. 2500 PSI CONC SLAB MIN. PSI MAY VARYPER MUNICIPALITY V, IEEI I F-::-77: E C14 /FINISH GRADE 4 6x6 W1.4xW1.4 1=1 I 1=1 I I III I= I _- WWF OR FIBERME H -m—m—li 11 11 . 1�_ /�;g. 4', 7 M;A \-STD. 90 *HOOK - T R_"' T I -_ T (3) # 5 REBAR ON 3" CHAIR__/ :: - � I- ''1 .1: (SEE DETAIL) 41' 1 14 W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" STD. 90 1�00K (SEE DETAIL) 8"X8"X1 6" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GRROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR BLOCK OR POUR TO CUT CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE C? C) :2� I SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD f 2nd FLOOR W, BEAWGIRDER 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 1112" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ e / BAND JOIST *SIMPSON LTP4 W/ (12) 8d x 1 1/2" NAILS @ 24" O.C. 1st 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 1 ST 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 '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 "T" AND CORNER DETAILS SCALE: N.T.S. �6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORID W1 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS I SEE FRAMING FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED PLAN INSTALLED PER MANUF. \\-SIMPSON HETA20 W/ (8) 1 0dX1 1/2" 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLOCKING& MIN. 4" EMBEDMENT END WALL W/ (2110dx3" @ EA. IN KO BLOCK END INTO 2"x4" BLOCKING SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION �R SCALE: 3/4"=V-01' PARALLEL TO MASONRY WALL SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1` 2"x BOT. PLATI (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,' FLOOR CONNECTION ATTACHED WALL SHEATHINC 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 0dx1 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. TRU RIBBONS DETAIL (FLOOR TRUSS) o 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 /,/---1/2" GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 81-611. (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 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. TYP ICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I� . . . . . , �A. . =1 I P =1 11-' (3) #5 CONT. ON Y 8, V-8" 8,�_j CHAIR W1 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-13" ADDITIONAL SLAB INFORMATION. 15/32'CSB EXPOSURE I SHEATHING PROVIDE BLOCKING AS REQUIRED PER F- w o SECTION X-X IF U' Lu NOT FULL T HEIGHT SHEET- 0 Z (2)- 2x TOP PLATE ./- BEYOND I 41 1112' SIB '0' XPO E SURE 1 F_ SHEATHING LU uj T SOLID 2x w BLOCKING @ ALL �Q SHEATHING 0 �jj EDGES (SEE � OPENING SECTION X-X) uj C.) —X /El Y� �s 7--oE Lu _2x STUDS LU BEYOND. U) SEE PLAN ': i 0 U) FLOOR SYSTIM I 11 \_2x, 4 RT. BASE PLATE BEYOND VERTICAL SEE PLAN 2x RIBBON OR--' \--&-'HORIZONTAL BLOCKING BETWEENFLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM I.S., = NA SPACIN 3/4" S 1/2" 0 3 8" 'o 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 @ Y O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS TIB WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE I ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THAW/8". 'u__) z (Z) NAIL AT BASE 2 ROWS @ 4" O�C. W/ 8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4" D.C. wl 8d COMMON NAIL z - LL 7 NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC o ui @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. z: V) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" D.C. w/8d COMMON NAIL 0 Lu Lu P o PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER OF < 0 —co W/ 8d COMMON NAILS @ 4"O.C. (2) ROWS @ TOP & BOTT. cr P 0 0 cn u') C' U,) w @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 9 cn ui LL 0 N W 0 MEMBER IF GABLE END LL :E _u) NOTE: . 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". C WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 1 Od NAILS @ 8" OIC TYP. BOX HEADER ONLY DOUBLE 2x CRIPPLE STIJ�� TYPICAL (U.N .0.) 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" OIC FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 0 INTERIOR HEADER: (1) 2x S!LL PLATE W/ (2) 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 112d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE wl SIMPSON LS30 wl (6) 1 Od x 1 1/2" EACH SIDE - 2x STUDS TYP. P. . BOT. PLATE 1 >�4 �FLOOR TRUSS ?o BEAM 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#.) SLAB W/ 6x6 W1 WWF OR FIBERMESH 2- �A 2500 PSI CONCRETE MIN. AXW1.4 - . ___7 . . E A 4 co 4. L 1 A (3) 5 REBAR ON 3" CHAIR 4" V-8" W/Y MIN. CLEARANCE ALTERNATE FOOTING 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'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 RTA10 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 WEEP SCREED INSTALLED PER. MANUF, AT EA, STUD 2X P.T. PLATE co C? 9 @ WOOD 1ST FLR. 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