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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" URRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO HIN LE 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 ->sn C:� LUMINUM DRIP EDGE Q-) Q-) Q-) 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 _j _j NAILED PER NAILING SCHEDULE SEE DETAIL CIS6 SHEATHING JOINT FOR MORE INFO W j_U 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 0 (n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. ---:: APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j Uj Z) Uj LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ M Uj INSULATION PER 1/2" GYP. WEI 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�� S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT OR FELT 0 0 PAPER FOR MOISTURE BAPRIER A VIP 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE "X" @ GARAGE ONLY) W1 1318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C 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 = E t - .* - 5q.' 1 1=1 FE111— ElINIM11 F;;-:;l I IEE1 I FE1 I I = I . _. 4 � N1111�11' 6x6 W1.4xW1.4 WWF OR FIBERME STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL "�FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co L W C) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL W Cn AT GARAGE CONTRACTOR C) co / TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE ]NISH GRADE 00 \-STD. 90'HOOK T M, I TT! (3) # 5 REBAR ON 3" CHAIR-/ (SEE DETAIL) 4" 1'-8" W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" 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) 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 x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL — I N, Lll� SIMPSON LSTA24 STRAP W/ (8) 10 x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER �TE W1 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. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 00 SEE FRAMING WEEP SCREED 9 K 0 PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 W/ (8) 1 Odxl 1/2" O/C FOR THE 1 ST 2'-0" CF NAILS @ 24 O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" � S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 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 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 JIS6 SCALE: 3/4'*= 1 1-01, FOR ADDITIONAL INFORMATION. HIM RIBBONS M DETAIL (FLOOR TRUSS) 0� SCALE: 1 112"=1'-0" NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.!5 8'-6". (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) 10d 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 A<U�> - 4. A 4 MI I F AI11 I= .11 VE1 I F_ 1 (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. 8" 1 -81, 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=1'-0" ADDITIONAL SLAB INFORMATION. w Uj U) 0 0 co 15/32" OSB EXPOSURE I 1�1 SHEATHING F x x PROVIDE F BLOCKING AS REQUIRED PEITR n SECTION X-X IF LU NOT FULL HEIGHT SHEET - Z 'A y FLOOR SYST M r " (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSURE1 F SHEATHING Uj Uj )LID 2x BLOCKING @ ALL C C SHEATHING 0 EDGES (SEE OPENING SECTION X-X) Uj F _x I Fr L�j 0', --OE W _2x STUDS Lu'j) BEYOND. SEE PLAN 0 . 0 A I III I I L L_ L___y '\-2x4 P.T. BASE \—&JHORIZONTAL PLATE BEYOND 2x RIBBON OR -- VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rl r'%1A-r1fNk1 MIA/�MARA 318" "S" = NAIL 318" SPACING 1/2" 3/4" 112", S 112" 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 wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING YER]ICa 110CEINQ SECTION X-X 0 �k 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 W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN q) NAIL AT BASE 2 ROWS @ 4" O_C_ w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. 6 yj @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. CO STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O,C. 2 w/ 8d COMMON NAIL 0 Uj 0 L�'j U�_ FX< PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER FF__ Ca)� CF W/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. < F_ 0 0 LL U) zi G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL LL Z U) LU 0 0 LU MEMBER IF GABLE END :E NOTE: 8d NAILS FOR WALL SHEATHING MUSTBE MIN.131"X2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. rc & 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 �4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS 9 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. P.T. BOT. PLATE FLOOR TRUSS BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL M (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 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 Wlf.4xWl.4 WWF OR FIBERMESH A 'i4 Cl) 4 4 (3) # 5 REBAR ON 3" CHAIR 4" l'-8" WIT' 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 EAEND EAEND 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 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. @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 OCT 2 8 2OZZ Virtual Review Assist, Inc. Plans Review completed and approved Wi compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 C14 C14 U) �'P I,- N 1 LO C) 00 LO C� < 3 11 z W g, zx LU i z (A 4) a) L0 0 '0 C') 8 0 CY) 4- (y) 04 V) -4 D () 'L 'D co U -0 7C) E -E -7 coy) 0 U 0 0 0 < tn 6 U LU C)_:;� 0 L. co E C) 7C) C) r" C) Z a) F (X -0 I., W LU W Ld W_ W U) uj�00 _j 1,_ W I-- �< (r 2 _j W 9 �e z 0� z 0�02_j< < < ::) 0 , 0 0 0 _j 0 3: < - (1) OU) OOLL < (3 X _j it Z) z - Z2-, �-i� - 0 0 O� 0 0 0 Z Z) F- F- 0 0 OLL CY co U) W W_ Z 2) - -0 Z5 W W 0� < 0 i2 _j (5 CL > Z W 0 1,- Z LL a_ Y 0 Z LL -, z 0 W _1 0 LU 5_5 - W z < �W62EO M_ oui < 0 W Es Z) z g < < LL U_ 0 2 0 C:) C:) LU 0 4 > C) C:) n M CD Lr) I Ul) LL_ II- znj Uj Ln CL 00 < U LLJ W �_j C:) C:) CNI C:) C14 I C:) C� C) C) o6 CD Q0 Ir- 00 V_ 00 V_ CD C\1 CD " C) C14 C14 lr� C) 04 C) 04 C�l N CD 04 C) C\I C) 04 C) 04 & 04 & C:) 6 6 Ob 9 C'14 M, C:) C) CD C�l CD 6 C� CD CD C I 0 W L0 CqN Cqf) C:) -'T' 0 L6 C:) (6 CD t,� LO 1 0- CO U) Z Z z LD W 0 W U) U, 5; CF) < 0 -0 0 Of W LO Z W i- W ca 0 z 90� z ED _'? ?: _j >- '3f 2 < W 0 2 Z W 0- Z Z LL Lij 0 < < �- _j 2 Z 2 00 < 00->-w U) Z U) z T-71 z < 0 z C) 0 0 0 z z z W Uj 0 o LAST PLOT DATE > Jul. 15, 22 I . . '0 — Z STRUCTURAL _J DETAILS —MONO