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BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER 0 24" O.C. (OPTIONAL - SEE ELEVATIONS) SIMPSON H10 OR EQUAL 0 EA. OUTLOOKER TOP CORD BLOCKIN FOR FIRST FOUR ROWS OF TRUSSES O OF SHEATHING TYPICALDOUBLE TOP PLATE 2"x4" CROSS BRACE 7/8' STUCCO FINISH PER ASTM C. 926 » SI PSON LSTA12 0 EA. S D AT RIDGE FASTENED APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8 AT EACH JOINT W/ OVER METAL LATH. / TO LAYERS 3/8' (2) 1Odx3' THICK EACH. 3RD LAYER 1/8 THICK. X6 FRAMED WALL - SEE WALL SECTION FOR SPACING „ 1/2 CDX PLYWOOD OR 7/16 2"x4" PANEL BLO KING 0 48" O.C. OSB SHEATHING ATTACHED W/ 10d FOR THE FIRST (4 ROWS OF TRUSSES NAILS 0 6" O.C. EDGES AND 12" O.C. FROM EA. END TOP &BOTTOM ATTACHED W/ (2) 16-d TOENAILS FIELD (2) 16d NAILS I�1 • • 2"x4" BLOCKING ® 5/8" OR 1/2" CEILING DENSE 2"x4" "T" ON TOP OF PANEL GYPSUM WALL BOARD FASTENED BLOCKING, FASTEN WITH WITH 8d COOLER NAILS OR 1 1/4" LONG 10dx3" 0 4" O/C DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" " SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER O 24" O.C. TOP CORD BLOCKI G OR FIRST FOUR ROWS 45• i OF TRUSSES 0 EDGES OF SHEATHING TYPICAL 2"x4" CROSS BRACE IMPSO H10 OR EQUAL AT RIDGE FASTENED I 0 EA. UTLOOKER AT EACH JOINT W/ I 24' MAX (2) 10dx3' I "L" BRACE TO EXTEND AT LEAST 7/8' STUCCO FINISH PER ASTM C. 926 I 90% OF WEB LENGTH (SEE TABLE) APPLY 3 LAYERS W TOTAL THICKNESS 7 » 2"x6" P.T. SILL- OVER METAL LATH. RST 2 OYERS 3/8 I THICK EACH. 3RD LAYER 1 8 THICK. ABLE TRUSS I 2"x4" PANEL BLOCKING 0 48" O.C. I 1/2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ tOd NAILS 0 6" O.C. FROM EA. END TYP. BOTTOM CORD I EDGES AND 12' O.C. FIELD ATTACHED W/ (2) 16-d TOENAILS I 10dx3"0 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE .• IT 2"x4" "T" ON TOP OF PANEL BLOCKING, FASTEN WITH... 10dx3" 0 4" O/C MOISTURE BARRIER 5/8" OR 1 /2" CEILING DENSE Ay INIMUM 2'X4" CROSS BRACING (SEE PLAN FOR LOCATIONS) 2) 16d PER JOINT ONTINUOUS BOTTOM CORD BRACING 1'x4" MIN. Z w- a = 20'-0' "X" MAX BRAE SEE DET. J�S3 2fd'-0' MAX BRACING S3) d 0 61 1 m cc 8 d a x m� CONTINUOUS BOTTOM COR 2"X4" MIN. (SEE DETAIL M ul F1 _ 0 0 X 0'1 0 9 0 ^ a . . Ad! . NOTE: END JACK II'-O' MAX. LA 000RNER JAC Y d U rr w z w o FROM END WALL 0 4 0/1- TYPICAL SIMPSON META20 OR EQUAL 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING TOP & BOTTOM CORD WITH 8d COOLER NAILS OR 1 1/4- LONG GYPSUM WALL BOARD FASTENED 0 4'-0" O.C. TYPICAL CROSS $RACING DETAIL J CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING O 2"x4" LEDGER (MATCH BOTTOM DRYWALL SCREWS COMPLYING WITH ASTM C1002 SCALE: N.T.S.rJ"j THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR CHORD SLOPE OF ADJACENT TRUSS) FOR FIRST 8'-0" FROM END WALL 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES UPL IET CONNECT I ONS — H I F FRAMING 0 4" O/C TYPICAL BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 1/2"0 ANCHOR BOLT � 48" O.C. �j *USE SIMPSON META20 (OR BET?ER) CONNECTORS 5ECTI®�I ' ` 3 MINIMUM 6" FROM PLATE SPLICES "' CT ON REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L (OR EQUAL) ®MASONRY OR SIMPSON H10 (OR EQUAL) W/ 3/16"x2"0 PLATE WASHER CONNECTORS O FRAME WALLS & SIMPSON H5 SCALE: N T.S. 53 SCALE: N.T.S. �j3 AS PER HIB 91 SCALE: N.T.S. 53 0 HIP JACK TO FRAME WALLS. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2X4 "T" BLOCKING BACKNAIL W/ (2) 16d NAILS 2x4 BLOCKING ® 48" O.C. 2"x4" OUTLOOKER 0 24" 0/C I 7/8" STUCCO FINISH PER ASTM C. 926 "L" BRACE I I 16d NAIL APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' ' • ATTACHED W/ 10d NAILS OVER METAL LATH. FIRST SAYERS 3/8" ®4 O.C. TYPICAL THICK EACH. 3RD LAYER 1/8 THICK. I PRE—ENGINEEREDOvl`RLAP TRUSg BRACING TMORCKING FOR FIRST FOU R I IMPSON H10 OR EQUAL WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6• OVERLAP OF TRU EDGES of SHEA ING TYPICAL I 0 EA. OUTLOOKER GABLE TRUSS WEB-1`� 2"x4" CROSS BRACE I 4" MAX. AT RIDGE FASTENED DOUBLE "L" BRACING DETAILIV AT EACH JOINT W/ I "L" BRACE TO EXTEND AT LEAST lhv (2) 10dx3" 90% OF WEB LENGTH (SEE TABLE) SCALE: N.T.S. 53 ABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2' x 6" LAMINATIONS W/ (2) ROWS OSB SHEATHING ATTACHED W/ 10d 2x4 "T" BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS 2"x4" PANEL LOCKING 0 48 NAILS 0 6" O.C. EDGES AND 12" D.C. 2x4 BLOCKING ® 48" O.C. (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 FOR THE FIRST (4) ROWS OF TRU I FIELD INIMUM 2 16d PER JOINT / ) FROM EA. END TYP. TOP & BOTTO I (2) 16d NAILS ( ) ATTACHED W/ (2) 16-d TOENAILS IMPSON HGA10 0 36" O.C. -MINIMUM 2"x4" TRUSS BRACING " 16d NAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. L BRACE I I OPPOSITE SIDES OF THE COLUMN x 5 1/2" LAG SCREWS OR EQUAL 2"x4" "T" ON TOP OF PANEL ATTACHED W/ 10d NAILS I 2) ALL NAILS PENETRATE AT LEAST 3/4 (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 1Odx3" 0 4" O/c TRUSS BRACING OVERLAP DETAIL j"j 4" O.C. TYPICAL OF THE THICKNESS OF THE LAST 5/8" OR 1/2- CEILING DENSE TUD WALL (SEE TYP. SEC.) LAMINATION 5) FOR 5-PLY, PROVIDE 1 /4" DIA. 3) EACH 30d COMMON NAIL MAY BE x 7" LAG SCREWS OR EQUAL GYPSUM WALL BOARD FASTENED (SPACE AS SHOWN FOR 3-PLY) WITH 8d COOLER NAILS OR 1 1/4" LONG SCALE: N.T.S. S3 REPLACED W/ (2) 16d COMMON NAILS. DRYWALL SCREWS COMPLYING WITH SIMPSON SP2 0 GABLE TRUSS WEB 6) REFER TO NDS SECTION 15.3 ASTM C1002 FOR FIRST 8'-0" EACH STUD (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, FOR ADDITIONAL INFORMATION FROM END WALL 0 4" 0/C TYPICAL SINGLE °L" BRACING: DETAIL (p SAME SPACING) DBL. S.P.F.TOP PLATE SCALE: N.T.S. cj3 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S SCALE: N.T.S. CJ3 & E C T I ON I ABLE TRUSS 4 ABLE TRUSS 111 63 S3 'S" BRACE W/ 10d 0 4' O/C SCALE: N.T.S. 53 1 12 (SEE SCHEDULE FOR sly "L" BRACE W/ 10d O 4" O.C. 12 (SEE SCHEDULE FOR SIZE >7 7 MAX. ND LOCATION) 5 TOENAIL W/ (2) 16d NAILS 5 S3 1Odx3" O/C 0 6" O/C TYPICAL g3 2" 4" OUTLOOKER 0 24" O.C. W� (2) 10d PER JOINT 'L' BRACING REQUIREMENTS STUD SPACING "L" NO BRACE (1) 2"x4" "L" BRACE (2) 2"x4" "L" BRACE (2) 2"x6" "L' BRACE 16" 0'0' - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0" 24" 0'-0" - 4'-0" 1 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0" SCISSOR GABLE - (2) 2"x8" (1) 2"x8" #2 FULL HEIGHT S.P.F. ® EACH VERTICAL AND @ DIAPHRAGM BLOCKING NOTE: V:rx."RUNNERS 6 3 1) L BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, g3 SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 12 MAX. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS ® 4" 0/C. ALTERNATE NON -DROP GABLE END DETAIL ONT. BEAR (— ONT. BEARING DBL TOP PLATE STUDS 0 16" O.C. SIMPSON SP2 SCALE: N.T.S. GABLE END BRACING. DETAIL SIMPSON HGA10 0 EACH STUD - MEAN WALL HEIGHT UP TO 30'-0' -SEE STRUCTURAL NOTES FOR IMND SPEED SPECIFICATION SCALE: N.T.S. GABLE END Si�ACING DETAIL ❑ sAMUEL A. GREENBERG, P.E. *34245 MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. ❑ THUY H. HUYNH, P.E. 060122 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS ❑ IF UIN J. BENSON, P.E. 04-BI58 SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER 0 24" O.C. ❑ AL I ABBAS HAKIM, P.E. 456186 3 S3 " 12 OUBLE TOP PLATE SCISSOR TRUSS SIMPSON H2.5 OR EQUAL TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE t MAX.TOP CORD BLOCKING FOR FIRST FOUR RO 45 0 EA. OUTLOOKER STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE 7 12 OF TRUSSES 11 EDGES OF SHEATHIN TYPICAL I 2X4 CONT"L" BRACE FASTENED W/ FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND 7 MAX. (2) 10d ' 3"0 24" 0/C. CMID HEIGHT GUST, EXION EXPOSURE 'B' WIND ZONE (2001 EDIt). GABLE TRUSS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE 2X4 KICKERO 8'-0" O/C. TRUSS VERTICAL AlREVISED 08-15-03 DATE IT IS SIGNED AND SEALED. 2"x4" CROSS BRACE SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS 2X4 BRACING O 48" O.C. AT RIDGE FASTENED I "L" BRACE TO EXTEND AT LEAST — — — — „ 2X4 LEDGER CONTINUOUS TO FIXED LOCATION AT EACH JOINT W/ 90% OF WEB LENGTH (SEE TABLE) -- (2) 2 x8 L BRACE FASTENED 0 CREATED 01-02-02 DRAWING ONLY, ATTACHED W/ 2-10d 0 EA. TRUSS (2) 1Odx3" SIMPSON WITH 8-8d WITH (3) 16d PER SIDE SIMPSON LSTA12 TYP. (NOTE: BRACING MAY BE PLACED ON EITHER I FROM LEDGER TP BLOCKING TOP OR BOTTOM OF THE BOTTOM CORD) . • •. ABLE TRUSS DIAPHRAGM BLOCKING I ®48 0/C GYPSUM WALL BOARD 1/2" CDX PLYWOOD OR 7/16" OSB 2"x4" LEDG (MATCH BOTTO I SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. SCISSOR GABLE "T' BRACE -j ENGINEERING' PA. CHORD SL OF ADJACENT I EDGES AND 12 O.C. FIELD P.O. BOX 3400 - APOLLO MACH - FLORIDA - 335M SCISSOR SS) AS PER HIB 91 SCALE: N.T.S. c PHONE- (813) 64$ 0" FAX - (813) 648 96W 2"x4" PANEL BLOCKING O 48" O.C. OISTURE BARRIER 53 w 4s10 ©THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE 3 SEC. GUST CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003 FOR THE FIRST (4) ROWS OF TRUSSES SIMPSON HETA20 OR EQUAL COSMETIC DROP CEILING FRAMING FROM EA. END TOP. BOTTOM CORD 0 6'-0" O.C. TYPICAL ATTACHED W/ (2) 16-d TOENAILS 2"x6" P.T. SIALTERNATE SIMPSON LSTA18LENNAR HOMES LL 5CI550R TRU55 W1 DROP CEILING BRACING DETAIL 1/2" 0 ANCHOR BOLT 0 48 STRAIGHT STRAP 0 4'-0" 0/C � O.C. ALIGNED WITH GABLE WEB. TUDS 016' O.C. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: NTS ATTACH TO TRUSS W/7-10dx1 1/2" SCALE NOTED R," B.V. AND TO MASONRY W/ (3) TAMPA DIVISION 3/16"x 2 1 /4" TAPCONS. DATE W/02 N: /BLOCKS/STD 2001 5 CT I Oil 2 TRUSS BRACiWG DETAILS AND NOTES WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WND SPEED SPECIFICATION SCALE: N.T.S. Cj3 SCALE: N.T.S. OE JOB NO. PM - 5021 S3