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12 Z_'_7 BAFFLE INSULATION PER -- 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 2x S.P.F. TOP PLATE — (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. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX- SHINGLE ROOF -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 SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4' O.C., 2 ROWS lx2 NAILER w PLYWOOD SHEATHING -A 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULtar-r- Ut: I AIL U/00 SHEATHING JOINT cn FOR MORE INFO 00 w W 16" O.C. 2X S.P.F. STUDS 10 m: Wl (4) 16d TOENAILS TO TOP PLATE 0 U) 7/8" 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 W1 10d LAYER 1/8" THICK. COMMON @ 6' O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2"GYP. WB OR 3/8"PLYWOOD/ TYPE 2-M-W OSB lu, CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6' OIC __'_y TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 rB �R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA; �,�S SPACE INTO APPROX. EQUAL AREAS. FLOOR SYST ETAL SEAT PER PLAN 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 & 8'01C WALLS \�:__8"x8"Xl6"CONC. STD. 90 HOOK (SEE DETAIL) 112" GYP WB KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: P SHEATHING TO BOTTOM OF BAND JOIST TYPICAL I A FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) cn w 4"x4" INSPECTION PORT AT M a. EACH FILL CELL TYPICAL w cn lx WD FURRING @ 24" O.C. -AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR CINI MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE _71 4. E /FINISH GRADE 200 C'4 .4 A4 Fit -I rRil r--F-1 -1 - -A- 9 6x6Wl.4xWl.4Z 1 F ''I I IEI I I= 1 4 ff - I I 1� — WWF OR FIBERMES� :11 F=_l I FF�=l 1 11 1 A'. A - I LI rLl I�IFEI ""�STD. 90'HOOK T, (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3"MIN. CLEARANCE 4" V-8" TYP 2-STORY WALLS"ECTION SCALE: 3/4"=V-0" S6 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 wl (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 xl 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP wl (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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO IF BEAM OR GIRDER XE W/ I O.C. )OR TRUSSIJOIST 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. 117 CORNER TYPICAL 'IT" AND CORNER DETAILS KN SCALE: N.T.S. �6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING -A 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" \—SIMPSON HETA20 w/ (8) 1 Odxl 1/2" O/C FOR THE I ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL Wl (2)1 Odx3" @ EA. BLOCKING& MIN. 4"EMBEDMENT END INTO 2"x4" BLOCKING fill IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. I%vf r% fl /_X a I UU0 %v I 2"x BOT. PLAT[ (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSc 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 Odxl 112" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KID BLOCK FLOOR CONNECTION ( B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=l'-O" S6 FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL (FLOOR TRUSS) (__o� SCALE: 1 1/2"=l'-O" 1, S �6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION SEE SHEATHING SPECS ON FLOOR —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) 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 WIA WWF OR FIBERMESH 4 4 Q, 4 4 4 1- 1 IEI I F 11 Nlmli= II I 1:jT, ;;;I I 1=1 I 1=1 1 #5 CONT. ON 3' 8" 11-8" 1 8" CHAIR W/ 3"MIN. I I CLEARANCE INTERIOR 2-STORY FRAME SECTION I(�S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" S 6 ADDITIONAL SLAB INFORMATION. w w 0 cf) 15/32" OSB -All EXPOSURE1 SHEATHING F PROVIDE _x BLOCKING AS REQUIRED PEIR SECTION X-X IF W� NOT FULL T < HEIGHT SHEET- c U) FLOOR SYSTIM I (2)- 2x TOP PLATE BEYOND I z-15/32"OSB EXPOSURE1 SHEATHING w w SOLID 2x BLOCKING @ ALL SHEATHING 0 EDGES(SEE OPENING SECTION X-X) w C /F-d ir LLJ _xx —4@ w -2x STUDS w BEYOND. SEE PLAN 0 U) __3 N-2x"4 P.T. BASE �_�HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 0 3/8" "S" = NAIL SPACING SX �3/4'1/2.'j SINGLE NAIL EDGE SPACING DOUBLE AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 S'PF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3' D.C. A STAGGERED FOR SHEATHING v VERnCALB=MG 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.) L-1/2" SPACING 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 Y,' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8'. (Z) NAIL AT BASE 2 ROWS @ 4- D.C. w/ 8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4- O.C. w/ 8d COMMON NAIL LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- O.C. w/ 8d COMMI 0 @ NAIL INTERIOR AT 6- D.C. w/ 8d COMMON NAIL. (n STAGGER ALL VERTICAL JOINTS & NAIL @ 4- O.C. @ w/ 8d COMMON NAIL 0 �wm Z) 0 L�� L>L 10 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF E<r r- c-n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. fr P 0 0 (n 0 (D co � :) cn �_ , m LL @ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL cn w 0 IL W 0 MEMBER IF GABLE END NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X21/2' . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'. WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 SEE PLAN FOR REQUIRED- - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xlO" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN -0 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W1 (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2y BLOCKING AT THIRD POINTS 5/8"DIA. x 10""J" BOLT Wl 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 Wl.4xWl.4 WWF OR FIBERMESH 4. 4* A A A 4- I I Md I I -I I A d I IEEI I I- I I M A (3) #5 REBAR ON 3" CHAIR—/ 4" V-8" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2"x 6" LL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON l'-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- OIC 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 w/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 1 1 =00 -L _-F 1 9 12� 1 F I _rT _�_ 2 W/3"MIN. CLEARANCE ALTERNATE FOOTING @ WOOD I ST FLR. SEE J/S6 FOR SCALE: 3/4"=l'-O" ADDITIONAL INFORMATION. v S6 \R/. , , �' Akfi I A REv�E�N ASS'ST ist, Inc. .I Rp'';'e\NAss d tu �Ieted and lans F�_-view cOml e 9020 FBC 7th to,,- compliance vvith th - Edition by Debra Anne Klahr pX2300 C14 04 cv) LO 00 LID 5 w k� 0 w z V) 4) a) L 0 'U-) E �: 0 K 0 M %_ '0 cl 0 uu c') -0 7C3 00 4) cm) c) c: Z) u 4- C) 6 C) < r, < uLu Cl�'4 Co 00 cli 2) C:) 7C3 0 K Lu w 0 w 0 Lj w 0 W L_ W _j wz>_0 I..- . < It Z Of z w 0 <z< < 0 Q� Z) 2 _j 0 3: w LL 0 0 LL n— ce < < 0 0 <OR-U)w OZ200E-- :) OgZWLL -JO 0 V) Et 0_00fooca Z w0Zww-Df ZD 0 U) 0 0 z U)w Ill F- Cf) LL W < 0 X _j >Z 0 EL 0 00 wl<ujz,wzow a- 2 0 LL <0w 2 1- 1- 2 w 2j < 0 of < < LL LL c:) 0 04 0 z w D 5 r-- > U) q (0 c:) cy) p < U) cy) I,.— LO _j U) LL U) z < w < Lq cy) co < >- < Z z w w c:) c:) (D CN 04 c:) 04 c::) c:) o6 N a C� C) C� C) C� C:) C� C) C� C) 04 I 0 04 I 0) c� 00 C) LO — 00 CD ce) v- 04 0 M N 0 d) 0 c:) c:) a (0 0 0 Lo >11) C) c:) 04 C) c1r) 0 C) LO C) (01 C�l 1 I T_' 1 00 u) Z Z Z 0 4_0 ww W FO 0 5; 0 0 F— :D 0 0 o Ix W LO z Ill F- ly F— I.- w ::) 0 M z �- 1: z F- r44 0 W z 3: _j 00 111 0 Z W Z Z LL CN w f %4 0 < < �- _J 2 z z CD ct z z z m < 0 F_ 0 0 z S6 z z Lu _J W 04 04 0 04 C%4 LAST PLOT DATE @ > Apr. 13, 22 z 0 STRUCTURAL —J DETAILS —MONO