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9! iE C'4 C> :2 :F 0 -3= E 1.2 fo E 0 —0 4 % 1�1 8- �Id iZ 91. 119 SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) __: SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ 6 (2)16d NAILS--\ SCHEDULE FOR SHEATHING DETAIL-7 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45'± z 45* SEE STRUCTURAL NOTES AND NAILING 2A CROI BRACE SCHEDULE FOR APPROX. tom SHEATHING DETAIL 2A KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT A@4KIKER &_O�O/C @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, MAX, 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING-i IF >9" SEE 1 O/S5 DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE - 2x4 CROSS BRACE APPROX, 8" APPROX, 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT 1" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS I_lt2" SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR ,,--1/2" CDX PLYWOOD OR 7/16" @ 48" OIC FOR THE (2) 16d ��7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF A L) ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6' O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O,C. FIELD BOTTOM ATTACHED _X (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL . . 2"A" P.T. SILL 48"0.0 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ FOR WEEPSCREED 1 FASTENWITH 10dx3" @4"O/C SPACED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (�) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH " " " " " " MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 61-01' INSTALLED PER MANUF. ATTACHED wl (2) 16d TOENAILS 1 Odx3" 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 7 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION K' 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL— CHORD BLOCKING NOTES AND NAILING x INFORMATION 00 ;o SCHEDULE FOR SHEATHING DETAIL BACKNAIL w -WOODTRUSSES 00 ill 2 00 2"x4"CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING 1127" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHEDW/2-16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0. 148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP, TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL B0170M ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) / 2x4 BLOCKING-,,,,, 2x47" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS EB DOUBLE "L" BRACING DETAI SCALE: N.T.S. x4 "T"BLOCKI 2A BLOCKING 48" O.C. -_ /_ - 16d NAIL 1" BRACE ATTACHED W �4� i- 4L W/ 10d NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL L 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d (2) 2"x8" 1" BRACE '1 NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP, SEC.) FASTENED WITH (3) 16d PER SIDE SECTION SECTION Ko 3 SCISSOR GABLE "T" BRACE r7 SCALE: N.T.S. SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. S5 MAX, 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E GIES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 2X4 "T" ON TOP OF PANFI_ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3" @ 4" O/C L 2x4 BLOCKING W/ (2) 12d TOENAILS dl NON — LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) L r8�� SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-101' 1\ �5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. 1\ �5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX. 12" �SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. IxO.131" AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL _1 �0 SCALE: N.T.S. GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT, BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L- BRACE W1 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU EXT. WALL CONN. NON — LOAD BEARING LOCATIO (UNEVEN CLG.) E SCALE: N.T.S. SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. ��S5 "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4' (U.N.O.) "L" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 01011- 31-011 31-010 - 61-011 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 'L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4'x3' SIDS SCREWS TO PLATES (TYP.) \—STUDS@ 16" O.C. GABLE END BRACING DETAIL SCALE: 3/4!'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCT RAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX, Uj CORNERJACK LLJ z 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX .'r BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 6, L aq l 11 1111" 151111111111111111 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z U.1 \-BRACING w/ (3) 1 Od x 3" AT GE: EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRY WALL NOTE: ZTOP CHORD 2X4 #2 SYP BRACING ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCS1 SCALE: N.T.S. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. WIND PEED SPE IFI ATION C11) ej* x, %N N 7 5 0 875 : Cc: p-1-F ST t" OF 0 S/O'** % N P,' To the best of the Engineers knowledge, inform ation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Rodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 00 cv) E R 0 N co r 2 .0 -W 0 0) C�o U" 'Z L5 W a- .4 M U_ LL I T z loy 0 ttg 0 W z 0 2 Co. U) < co & 0 _j � a Ln Z it Ln 0 N < < z W L) (D 2 F ;?: § I < (D 0 Cx> U-i U 0 Ln (A as U "aj: - *> - .9 < 2 0 14 C" M r__ C:) 0 __j E 0 E U 05 xC U, E 0 �. z CD " M -2 t z 0: �5 %2 .5 ra C '0 0 zC/) U3 < W �2 d— 0 U �z U C=) qw C .20 M LO 0 (D LO > _j < _)d a) co cy) ca 1: 04 0) Ln LO C:) 0) 04 00 0 E CY) C'4 ce) 0 z M z E C:) E 4�1 0 _j _j JOB NO: 21-4274 SCALE AS NOTED SHEET NO. S5 1 1